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Home My WebLink About108 Cedar Heights Ct 03-2217 CO• PERMIT ADDRESS A IQ CONTRACTOR Centex Homes ADDRESS 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PHONE NUMBER PROPERTY OWNER S _ ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR L` K�'� PLUMBING CONTRACTOR 't 1* . C h MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISI PERMIT PERMIT PERMIT VALUATION is 01%fto SQUARE FOOTAGE4%0q d ty En CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 108 CEDAR HEIGHTS CT for which permit 03-00002217 has heretofore been issued on 7/01/03 has been completed according to plans and specifications filed in the office of the Building fficiall prior to the issuance of said building permit, to wit as complies with all the building, plumbing, el�ectricajL, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled Ill �� ►�j ZONING: Inspected UTILITIES• FIRE: Inspected Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs S: Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FEES PAID DATE APPROVAL DATE AMOUNT 8 19 03 7/01/03 9/10/03 7/28/03 7/01/03 7/01/03 7/01/03 7/01/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 108 CEDAR HEIGHTS CT for which permit 03-00002217 has heretofore been issued on 7/01/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 7/01/03 7/01/03 7/01/03 7/01/03 7/01/03 7/01/03 7/01/03 91.93 20.54 847.00 20.55 1384.00 650.00 1700.00 C_ 4N - �� lV 1(5 OWNER B LDING OFFICIAL DA CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: 1 Z -kO -D 5 . PERMIT #: ADDRESS: ' '3� ( ,&A k, �A ZX CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and -is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering 3Public Works Utilities O K D. 5ac�--7 /zI16103 OFire OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL 1S CONDITIONAL) • s 1 , I 1 � � ► CERTIFCATE OF OCCUPANCY W ► REQUEST FOR FINAL INSPECTIO� 1 1 1 a , 1 1 ► 1 ' **** SINGLE FAMILY RESIDENCE**** �' — E • � O � 1 .— 7► 1 DATE: a � v o i PERMIT #: �^3 z21�7 ADDRESS: I rO$ C{ A.oat._.. N S v � CL C :► CONTRACTOR: o o z PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. DEngineering Public Works It� OFire OZoning -!-Y OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w 103 Feet =1 u)lo �32, CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION I **** SINGLE FAMILY RESIDENCE**** DATE: k2 -kG iy j PERMIT #: �^; ADDRESS: ' rOS C i,sj.O,� )A- kt c\l�� C110 Y CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and -is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire Aublic Works m� IZ f �7/0,Zoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I 1 1 I I r CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** E V I 1 DATE: i -2. V'� w �1 1 .rr 1 W � ►a. � N � 0 1 PERMIT #: a c 1 ADDRESS: "OS l (�7� N !c_,l C\tA V� G Cwm N 1 .4✓� V Z' CL w 1 CONTRACTOR: PHONE #: ( yo-i� yid\n- 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 OFire 3Public Works OZoning t111tles z. j a " OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) M FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION, CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION Forins,rance Co mm Use: CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 108 CEDAR HEIGHTS COURT CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 29, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( #No - N#' - ##.##" or ##.#NN#n ❑ NAD 1927 ❑ NAD 1983 ❑ USGS (quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIV T EVISED DATE BB. FLOOD ZONE(S) 9MA0, use deplb of fbo ft) 1202940035 E 4117195 •4117195 AE, X 9.9 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 W. ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Consbnrdlon' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. ti no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -AM, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE, ARIA1-A30, AR(AH, AR/AO Complete Items C3.,a4 below according to the buibing 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. Stow field measurernents 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 ConversionlC rimehts 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. 0 ft(m) o b) Top of next higher floor 22.5 ft(m) o c) Bottom of lowest horizontal structural member (V nines only) NIA. fl (m) o o d) Attached garage (top of stab) 12. 8 IL(m) E o e) Lowest elevation of machinery andlor equipment u, servicing the building (Describe in a Comments area) 12.7 fL(m) E ro o Q Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) 12 2 ILM d o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 3 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. am) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. tH / understand that any false statement may be punishable by fine or imprisonment under 18 U S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 e TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS \ "� CITY STATE ZIP CODE 320 E. SOUTM STREOSTE—A A A J--A4L ORLANDO FL 32803 126M (407) 426.7979 W. FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A ) For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt,, Unit, Suite, armor Bldg. No.) OR P.O. ROUTE AND BOX NO. ► u" Nunwm 108 CEDAR HEIGHTS COURT CITY STATE AP 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 agentloompany, and (3) building owner. COMMENTS Fr FVATIMIR gHOWN HFRFON ARF 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 irbmation for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is - k(m) _in.(an) ❑ above or ❑ below (check one) the highest adacernt grade. (Use natural grade, 4 available). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery andlor equipment servicing the building is _ fl.(m) _in.(crn) ❑ 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 canmuniys floodplain management ordnance? ❑ 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 ownees authorized representative who competes Sections A, B, C (Items C3.h and C3.f only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign hoe. The stefemerds in Sections A B, Q and E ere coned to the best of my knowfedga PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the communiys fleoodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) 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 oe* elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official competed Section E for a building located in Zone A (without a FEMAassued orcommunityassued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodpfain management purposes. G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvenlernt G8. Elevation of as -built lowest floor (including basement) of the building is: _ _1L(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ R(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here If attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT CIF SURVEY DESCRIPTION: (AS FURNISHED) LOT 29, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA S88'03'45" CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY ` 1 COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC -J, ` 1 � W i N 1 o CO �O N Jol LOT 30 67711,6292 64' T 29 SO.FT.t wi n w` s` 1 W` 1 ryQ �; rynC z` a` oc ` o c` 1 � 1 I CONCRETSTORY BLOCK WOOD FRAME RESID E FIMSCE , FLOOR ElE VA TION.12.95 WALK IS 0.3' OFT rn•:: 1 / 1 It 1 1" = 30' ;1/I GRAPHIC SCALELp 0 15 30 01a, Oi- 1 f 1I+1 NOTE: THE FINISHED FLOOR ELEVATION OF THIS ; STRUCTURE MEETS OR EXCEEDS THE ,`6y THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A), 0 J� CENTERLINE OF O RICH i-OF-WAY-/ TRACT "A" STORMWATER MANAGEMENT S,5.0„eREA /co LOT 28 1 LEGEND QFND NAIL AND DISC ' LB #68 (12/5/03) 0 SET 1/2" IRON ROD AND CAP LB /6393 (12/5/03) 0 0- CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE WALK IS 0 4' OFF L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE \ PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE \ PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD U7ILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE • BUILDING SETBACK LINE — CENTERLINE — RIGHT OF WAY LINE T31• 4 EXISTING ELEVATION CONCRETE �,�� A=47'41'48" 4 �' L = 41. 6 2 p R = 50.00 CB=N79'33'33"W �'� C=40.43' O NOTE: �O 1. ALL DIRECTIONS AND DISTANCES HAVE �/QFs BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE \� SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-5-03. UNLESS OTHERWISE SHOWN. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 35 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE BOTH IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLANE AND ZONE AE, AREA WITHIN 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 29 BEING S 34'54'20" W PER PLAT. (FIELD DATE:) 7-17-03 REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM FINAL 12-5-03 CKS JOB NO. ASM39643 IFORMBOARD 07-24-03 CKB PLOT PLAN O2-OS-03 CKB DRAWN BY: . -.. 32801 (407) 426-7979 LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE 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 HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA FOR E� THE R. MU6CATELLQ JR: PSMp49128 DA �a�wgytrr�?va.r�gn>K, • s .. e CrY OF SANFORD PERMIT APPLICATION Permit # 1 03 •4- Job Address:l Description of Work: Historic District: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Po41• Electrical: New Service — # of AA�iPS Addition/Alteration Change of Service Tempot�ry Pole _— Mechanica�! Residential Non -Residential Replacement New (Duct Layout & Energy CaIF. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines ' Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (btber than X) Parcel q: (Attach Proof of Ownership &Legal Description) Owners Name & Address: Phone: Contractor Name & Address: _ e_ j111 Q 1,AIR CONe _ aTsi-aTLvIsI?ra70�d+ns4aac dl� i�a>tQe LOi1cLefneNs/eON1u�ml�beArp�nIawG.. DIMAuM Phone&Fax: seTLvAsVrP=3M8 416,7s o-5svoo --- '-- Bonding Company- Address - Mortgage Lender: Address: Architect/Engineer: Phone: Address: - Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work�wi be ne i liance with all applicable laws regulating construction and zoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTiCeOF CO EN ENT MAY RESULT rN YOUR I'A VI NG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN ANCING, NS T WITH UR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TICE: In addition to the requirements of this permit, there may be additional r ctions applica a this ope that ma found i the public records of this county, and there may be additional permits required from other govimen entities such er g nt distric , state a ties, nr fedeial agencies. Acceptance of permit is verification that I will notify the owner of the pro y of the requ' is of a Lien Law, S 713 Ct ,c/o 3 Signature of Owner/Agent to ature of Connctor/Agent Date o6c+ (--> dlo RLessc) Print Owner/Agent's Name M x Pri t Contractor agent's Name 05 Signature of Notary -State of Florida Date Signature of No_:y-State of Florida ate Omer/Agent is _ Personall\ Known to Me or Produced ID ;� Al'I'L.1C ATION APPROVED BY- 131dg: Zoning- : nma ate) Contractor/Ar,-n:: Pcrsonaii%• Known to Mt or Producrl:' .) (Initial & Date) VD: (Initial fi Datc) (h„teal & Datc hCCrat (onditions: MY COMMISSION # DD 212893 -11....41 EXPIRES: June 14, 2007 B. r Th. Notary PubAc undB.W, ` COUNTY OF SEMINOLE ' ' ' IMPACT FEE STATEMENT ' ISSUED BY CITY OF SANFORD ^ ' ' STATEMENT NUMBER 103-75535 DATE: _ C/~^ �� BUILDING UNIT ADDR S OWNER NAME: _ ADDRESS: _ APPLICANT NAME: / - - -- ADDRESSN ... ( -... ... -----=---`'==-=---_��=_--~^==��`-'~~~=---_-_---_--_--_-�°=----_-+- LAND`�SE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction -_.............. ---... .... ... -_----_----_--_--_--_--__-_--_-_---_-_--_------_-_-_----_----_----- FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OFxUNITS | _----.---__---_--____ ____ ---_----____ _------------------------------------------ _ ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS �`-COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl ` unit $ 54.O0 1 $ 54.00 / SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AM D 2,205.00 STATEMENT RECEIVED BYx SIGNATURE _ _ (PLEASE PRINT NAME) ______ DATE:�___ NOTE TO RECEIVING SIGWATORY/APPLICANTo FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY ' 2-APPLICANT 4-COUNTY **NOTE** ' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. n PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, - ^ TO APPEAL THE CALOJLATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIOHATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPAMCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF TUE C `NTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. , pAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PAR� AVENUE SANFORD. FL 32771 - PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER`AT THE TOP LET7 OF THE NOTICE. ***THIS STATEMENT'IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** ~' ® FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. JulNo. 31, 002 - � Expires uly 200 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX CEDAR HEIGHTS COURT CITY STATE ZIP CODE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 29, PRESERVE AT 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 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 0035 E 4/17/95 4/17/95 AE, X 9.6 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): . 611. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protect6d 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 I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram aocurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE); VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/Al 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 Conversion/Comments 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) 12. 5 ft.(m) ' o b) Top of next higher floor N/A. _ft.(m)Cn o c) Bottom of lowest horizontal structural member (V zones only) N/A. o- o d) Attached garage (top of slab) N/A. _ft.(m) ft.(m) o e) Lowest elevation of machinery and/or equipment W`� servicing the building (Describe in a Comments area) N/A. _ft.(m) o f) Lowest adjacent (finished) grade (LAG) N/A. z' :2) o g) Highest adjacent (finished) grade (HAG) _ft.(m) WA. _ft.(m) a)tp: W . 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. CERTIFIER'S NAME: DAVID M. DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY, STATE ZIP CODE 320 E. SOUTH STREET, STE,180 ORLANDO FL 32801 rTURF 2 DATE TELEPHONE Z 6/23/03 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS I I j IMPORTANT: In these spaces, copy the corresponding information from Section A Forinsurance Company use: BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/or Bldg, No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX CEDAR HEIGHTS COURT CITY STATE ZIP CODE Company NAIC Number FL 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 HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; ❑ 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. 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 offldal must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS Wiwi SIGNATURE DATE TELEPHONE COMMENTS CODE ❑ 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 community official completed Section E fora building located in Zone A (without a FEMA�issued or communityassued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT 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: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _fl.(m) Datum: _ _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS CITY OF SANFORD PF10111 • APPLICATION Permit # : Job Address: Description of Work: CONSTRUCT CONCRETE B Historic District: Date: K SING FAMILY DWELLING Zoning,: Value of Work: 0 =ky — • R-061e1 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential ,_ Commercial Industrial Total Square Footage: #/,o Construction Type: # of Stories: __a_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— © c2 / O (Attach Proof of Ownership& Legal Description) 'Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE. STE . #2000, ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name & Address: PATRICK J . KNIGHT/CENTEX HOMES ( SAME AS ABOVE) State License Number: CG C049689 Phone&Fax: 407-661-2176/661-4089 Contact Person: JACKIE CHINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: HURRICANE ENGINEERING Phone. 407-774-9003 Address: P _ O _ BOX 161613, ALTAMONTE SPRINGS. FL 32716 Far: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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 WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of F ida i n Law, FS 713• JUN 18 2003 Signature of Owner/Agent Date SignntiA of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID n �j v" APPLICATION APPI(OVED BY: Bldg:pit, r/ — _ %omnc & Dale) Special Conditions: 10061 r PAT KNIGHT ;P qit Contractor/Agen�t')s ��1�J � LJUCJ Signatur lof,.Notary-Stet, tl Con irac(q0A.6%LU Produced ID Utilities: _ (Initial & Date) Y�100 10C4 Nair e JUN18 2003 Personally Known to Me or! w....a••.., -v....�,......—.... F D. (Initial & Dale) (Initial & Date) CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centexhomos.com ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD via HAND DELIVERY 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: LO140 ,9 PRESERVE AT LAKE MARY SINGLE FAMILY_ RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or n CENTEX MOMES ROGER DIXON, INTERIM CITY MANAGER Page 2 the issuance of Permit No. . The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to (Owner) Signature PATRICK J. KNIGHT Printed / Typed Name Title Sign e Printed jryp'ed Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) DIVISION PRESIDENT The foregoing instrument was acknowledged before me this MAY 2 2 2003 day of by PATRICK J. KNIGHT as DIVISION PRESIDENT for CENTEX HOMES 0 who is personally known to me or O who produced their Florida Driver's License as identification. V ASERLY A. BROWN My CO;iMISSICN n DD M590 to Public Jr; - EXPIRES: „1krch 29, 2C04 ri %%°;j'�•O.•` Bonda,TmuNrlxyPu;;.:Vnaor, :e . Print Name: My Commission Expires: CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.contex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, -in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE _vt� PATRICK J. KNIGHT CGC049689 LOT STATE OF FLORIDA COUNTY OF SEMINOLE The foregoi `� s rument was acknowledged before me this R r i 2003 by. Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. NOTARY PUBLIC "' _`Ic' '' '"•`"3 PLd: bm&d Thw Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ; '�crnin��l�• Cias��.€, )IN-perEveAppra er cArykes ! III I K. Pint St. Sanford Fl, 12771 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD Number of Buildings: 0 Parcel Id: 0000-0290 Tax District: WATERFRONT REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 29 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. htt-o://www.scpatl.org/pis/web/re_web. seminole_county_title?PARCEL=221930502000002901... 5/8/03 City of Sanford Building Division Submittal Requirements for Residential Building Permit 0 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 0 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footcr 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. *Aire State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - cast, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: I. Garages/Carports sq. ft. 2. Porches/Entrics sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Stricture _� 15' sq. ft. 5. Total Gross Area 6 sq. ft. 0 3. Three (3) sets of completed Florida Energy Code Forms. 0 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. 0 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. 0 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. MAY 2 2 2003 Date Owner/Agent Signature This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE NORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 1544 CLERKIS2#P2003104611 RECORDED 06/19/2003 12:24:47 PM RECORDING FEES 6.0E RECORDED BY G Nariord THE "ERSIGNED 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 t52 , PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 6614089 5. Surety: N/A Amount of Bond: N/A MONROE Recorded FLORIDA. 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to 'receive a copy of the Lienor's Notice as provided iri 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) CERTIF#W COP) MARYANNE MO$tgk OLIRK OF CIRCUIT COURT NM FLORIONI "90IN JUN 1 o W Debra A. Riggs v OPPICB MANAGER FOR CENTEX HOMES. $17 DOUGLAS AVENUE SURE 2000. ALTAMONTB S►RUNOS. FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED MORE ME TWS MAY 2 2 2003 BY DBBRA A . RUOOS.. OIPICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION %V& 2721 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TARE AN OATH. OTARY PUBLIC JACKIE CAINES Notary public State of FIOM8 My Commission Expires Jan 21, 2004 Commission # CC891727 DESCRIPTION: (AS FURNISHED) LOT 29. PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA S88'03'45"E 6 7.64' LOT 29 11.692 SOFT i DRAINAGE TYPE B Z� I 1 it ,NN o 00 P_ �O N L LOT 30 32.6 W ; 20:7' DRIVE 40 0.— 40.00• PROPOSED TRACT "A" S TORM WA TER SMANAGEMENT �S 44 AREA 1n FINISNED F / ELEVATION. ti / / o 19.3' f i ACEN, env i pP / A h O,, / / / / / / / `i AI a � 1 1 / ` 1"a 30' GRAPHIC SCALE 0 15 30 o a O.1`JOI O I s 1 A=47441'48" Q L=41.62' Q J�- R=50.00' Q)O• v CB = N 79'33' 33"W CENTERLINE OF C= 40. 43' RICH T-Oi-WAYS/ BUILDING SETBACKS FRONT: 25' ^>FO REAR: 20' SIDE: 5' (v CORNER: 15' d` PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING \O� PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ��FS ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES / ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 29 BEING S 34.54'20" W PER PLAT. (FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM ASM39643 JOB NO. PLOT PLAN DRAWN BY: - U LOT 28 LEGEND -- BUILDING SETBACK LINE CENTERLINE RIGHT Or WAY LINE x PROPOSED ELEVATION —,i PROPOSED DRAINAGE FLOW QCONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRY PERMANENT REFERENCE L40HUMENT PCP PERMANENI CONTROL POINT (P) PER PLAT (M) MEASURED (CALL) CALCULATED rN0 FOUND CONCRETE WALK SIW SIDEWALK CP CONCRETE PAD PB PLAT BOOK PGS PAGES NG NATURAL GRADE SO FT SOUARE FEET MLW MINIMUM LOT Not" Poo POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PO PLANNED DEVELOPMENT a DENOTES DELTA ANGLE L DENOTES ARC LENGTH C B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT Or INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY lYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RICH I -OF -WAY ORB OFFICIAL RECORDS BOOK wI-- I. nT n . VI LOT 29 CONTAINS 11,692 SQUARE FEET 3 (LOT ONLY) THIS 'STRUCTURE CONTAINS 2000 SOUARE FEET t TOTAL CONCRETE 2618 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 7074 SO. FT t PERCENT OF CONCRETE do STRUCTURE TO LOT 22 7. t c . w I..D . /Y IDDI LOT 29 UP TO CURB CONTAINS 12099 SQUARE FEET 3 THIS STRUCTURE CONTAINS 2000 SQUARE FEET t CONCRETE 2971 SO, FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 7128 SO. FT. t AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I 5_1z_03 • Y 11 n LI&— Jill11:� HE R. MUSCATELCO JFT.'"PSM#4928 DATEI 5-06-203 12:52PM FROM •anal �,►+;,}„I:..yry,,.,.,1.,. i� NE Permit # : 1� Job Address: Description of Work: tNeA_ CITY OF SANFORD PERMIT APPLICATION , _ Date: a Historic District: Zoalttg: V Value of Work: S Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm POWElectrical:_ Electrical: New Service _ # of AMPS 7 Addition/Alteration Change of Service TempotUiy Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout &)!: ergy Q.11 ... Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: #1 of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type # of stories: # of Dwelling Units: _ Flood Zone: (FEMA form roquired for utocr Lt.au X) - nlaarrsc---•-® Parcel a: (Arsch Proofof Ownership & Legal Description) Owocrs Name & Address: Centex Homes 385 Douglas Ave. Suite 2000 _ Altamonte Spring , FL 32714 Phone: 407-661-2150 Coptr4ctorNatrlc&'Address:_ Approved Electric Co. of Florida 4874 S. Orange Ave._ Orlando, FL 32806 ytata Licertu dumber: EC0002494 Phone R Fat: - - Contact Pe►sonOohn Vindla _ Y__,• Phone: 407-851-1220 Ilondino Company: f %lorigage Lender: AJdl:ns ArelsitccVEncincer: Phone: __.. .aoorras _— Fax: Application is hereby nude to obtain a permit to do the work and installations as indicated. I certify that no work or installanon has commenced pnu. I:, i Issuance of a permit and that W work will be performed to meet standards of all laws regulating construction in this jurisdiction. l understand that a separdtc pemiii must be secured for ELECTRJCAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS. TANKS, end A, I;MON'f)ITIONERS, ctc. O WNER'S AFPIDAV rr: I ocrify that all of the foregoing infomution is accurate and that all walk will be done in compliance withal) applicable I,I„ : I ct•I.lanng coMUtuedon and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RJESUI:1' IN Y�.AIR I•;, YNC TWICE FOR MPROVBMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A170ltNEY BEFORE RCCORDWO YOUR NOTICE OF COMMENCEMENT. NOTle F In addition to she requirvn=ts of this permit, there maybe additional restrictions applicable to this property that may be found in the public records o: :his cwnry, and there Any be additional permits required from other governmental entities such as water management state ugencics, or reds, ,l +emcees Acc:purcc of permit is verification that I will notify the owner of the property of the require=00 oriel t� l Signature o(Owner/Agcns Uatc Si gnilurc of Contractor/Agcnl Ualc f':im Owncr/Agcnl's Name Sl;naturc of Notary•Strrc of Florida Datc 0—ill Is .,_ PersonallL Kno"i, to Mc err __ Pindi l IU .4 y "i'i'LAA':ONAI'I'I(OVEI)IMUIJL•.... �. tVuinb. :Inili]l Charles Cannon 9ivn3turt; COIlt7elOr ARcnl's Name � � - of Komar si3tc of Flondt -- apr� PATRICIA A. KADLAC MY COMMISSION* DD013M Contracipr/Ace^ to _ Iscrwnil;.• Known to QprpO�Q EXPIRES: March 2s,2WS 118000#0l FLN..,S aaa.,, ln0. (Initial & elate) FU: fl,lili0l l< J:r1e) (In�lul � �J;; � ^., ••,• l'vr.Jl! Ian: Permit # : 03- • Z Z / 7 CITY OF SANFORD PERMIT APPLICATION Date: 7 Z lb — .0 3 Job Address: Description of Work: Historic District: Zoning: Permit Type: Building Electrical Mechanical Plumbing t--/ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempol*y Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy CaIF.Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wgter Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential 7 Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Ctt:.+01 Phone: Contractor Name & Address: ,per oo State -�License Number. GF C.— V J t 10 V 0 Phone & Fax: &,R— Z 3 S / + Ci@ Q� r 7 8 it -Contact Person: �C Q Phone: 9� — 43 8 8 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAV IT: 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. N TI E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 r Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Personal1% <no%%n to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: Zonurg *iwe) Spccia! Conditions' Signature of Contractor/Agent Date lorar!a,r.vrr C ell m Contractor. ge Z-C� me S :iWre of Nr_, -State of Flonda Date •...41 FLORaNCEa DE GRAVE r * Mr COMMISSION 4 DO 164M .. , EXPIRES: November I2, 2006 nrrtt3i'tor/A4rdbtli6ro j.nown to Me or 1�__'roducec :J (Initial & Dale) (Initial & Date) VD: (hwua—� l & Dar- DESCRIPTION: (AS FURNISHED) • LOT 29. PRESERVE AT LAKE MONROE 1 AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA e LOT 30 S88'03' 51 67.64' j2.8 10.8 —1 I LOT 29 11,692 SOFT i DRAINAGE TYPE 8 N 40.00' 35�POSED TRACT "A" STORMWATER S MANAGEMENT AREA n "r 0 CIO �A LOT 28 LEGEND V BUILDING SETBACK LINE CENTERLINE W / - RIGHT OF WAY LINE PROPOSED ELEVATION ' PROPOSED DRAINAGE FLOW ' \ N /��fl CONCRETE GRAPHIC SCALE U,1\w ° \ ° L BUSINESS LAND SURVEYOR O 15 30 O , p PRL+ PERMANENT REFCRENCE MONUMENT POINT o I PCP PERMANENT CONTROL (P) PER PLAT 10 \ f � (M) (CALC) MEASURED CALCULATED CAL FND FOUND % C/�W' SCP CONCRE IE WALK 0= 47'4148SIDEWAXK " + DOOR SLAB ELEVATION `S NC CONCRETE PAD CAGES L G NATURAL GRADE Q SO Ft. SQUARE FEEL L= 41. 62' _ 1 T BE 1611 ARC•!` CROWN MLW POB POINT M L01 WIDTH POINT ON BOUNDARY / R = 50.00 O POL P`G POINT ON LINO POINT OF COMPOUND CURVATURE �O' @g ADJACENT ROAD UNLESS POC POINT ON CURVE _ CB - N 7 9'3 3' 3 3" W (/� QTHERWISE DR PD OtFIpAL RECORD PLANNED DEVELOPMENT DEN DELTA S Z C- 4O. 43/ CENTERLINE of / /`J T-OF-WAY ` RIGH6 APPR011ED L C.B. DENOTES ARC LENGTHOTES DENOTES CHORD BEARING �.A\/� PC DENOTES POINT OF CURVATURE BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES PREPARED FOR: CENTEX HOMES 1 LOT 29 CONTAINS 11,692 SQUARE FEET i (LOT ONLY) THIS STRUCTURE CONTAINS 2000 SOUARE FEET O t 1. ELEVATIONS SHOWN ARE PER LOT GRADING TOTAL CONCRETE 2618 (WITHIN LOT ONLY) S0. FT t PLANS PROVIDED BY THE CLIENT. Lol TOTAL SOD 7074 SO. FT, t /pFs PERCENT OF CONCRETE do STRUCTURE TO LOT 22 % t THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF T SQUARE FOOTAGE (UP TO CURB) THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 003 E DATED 4 17/95 AND FOUND THE SUB9BC*Y 5000,-RiTtY PP A S YO LIE IN ZONE X. AND •20NEb.^;AH,SCAREA OUTSIDE t0U YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 29 BEING S 34'54'20" W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY- WRM LOT 29 UP TO CURB CONTAINS 12099 SQUARE FEET t THIS STRUCTURE CONTAINS 2000 SOUARE FEET t CONCRETE 2971 SO FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 7128 SO. FT, t AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1.816393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS' OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5-{2-:73 JOB NO. ASM39643 DRAWN BY: IN.► ja f /\ FOR • I THE FIRM R. M SCATEL O J p4 8 DATE Job Truss Truss Type ally Ply Centex-Orlando/3514 2ndlsk/5-19-3 53908744 FG13 FL OR ' 1 1 r `- Job Reference(optional) Universal Forest Products,ine,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 19 14:27:30 2003 Page 1 1I • Scale .1:34. 7x8 = 1.5x3 = 3x8 FP= 3x8 FP= 1.5x3 = 7x8 — 7x8 = 3x8 II 3x8 II 3x8 II 7x8 = 7x8 = 7x8 = A B C D E F O H I J K 1 c FV Y m M. Ib u T S R O P O N M 7x8 = 700 M1118H= 7x8 = 7x8 = Us ll 3x10 MII18H FP= 7x8 = 7x10 M1118H= 7x8 = 300 M1118H FP= 3x8 II 7x8 = 1.6-10 3.10-13 6.3-0 8-7-3 10.11-6 13-3-9 15.7-12 17-11-15 19.6.8 19-6-8 Plate Offsets X IA: Ed a 0-3-0 A:0-1-8 0-0.8 K:0-1.8 0-0-8 K:0-3-0 Ede IL: Ed a 0.3-0 W:Ed a 0-3-0 LOADING (psl) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.51 O-R >450 TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Ved( L) -0.70 O-R >327 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(fL) 0.11 L Na BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 170 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 4-9.4 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) L=2683/0-8-0, W=2683/0-8-0 FORCES (lb) • First Load Case Only TOP CHORD A-W=-2668, K-L=-2668, A-B=-3033, B-C= 7267, C-D=-7267, D-E=-10155, E-F=-11581, F-G=-11581, G-H=-10155, H-1=-7267, IJ_ 7267, J-K=-3033 BOT CHORD V-W=O, U-V--5586, T-U=9075, S-T=11216, R-S=11216, O-R=11922, P-O=11216, O•P=11216, N-0=9075, M-N=5586, L-M=0 WEBS A-V=3845, B-V_ 3475, B•U=2339, D•U=-2410, D-T-1469, E-T=-1444, E-R=497, F•R=-464, F-O=-464, G-0=497, G-0=-1444, H-00469, H-N=•2410, J-N=2339, J-M=-3475, K•M=3845 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pIQ Vert: L•W=-10.0, A-K=-270.0 O n cv it CD" 29. o g z � , Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FG13 53908744 IFT1 Scale - I Us FP= 1 B C T4 D E F O H I J K T9 L M N O P '■�■�■�■�■��■�■�■�■�■ice■�■�■�■�■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Us FP= 18.6-8 Al 9 > Y 3x4 = LOADING (psf) SPACING 2-" CSI DEFL In (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) •n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(fL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 0 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 360 Weight: 81 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) 0=47/186.8, AF=56/1866, AE=142/186-8, AD=148/186-8, AC=146/18-6-8, AB=147/18-6-8, AA=147/18-", Z=147/186.8, Y=147/18-6-8, X=147/186-8, W=144/186.8, U=145/18-6-8, T=146/186-8, S=149/18-6-8, R=137/18-6-8 Max HorzAF=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AF-AG=-50, AG-AH=-50, A-AH=-50, O-AI=-42, P-AI=-42, A-B= 6, B-C=-6, C-D- 6, D-E=-6, E-F=6, F-G=6, G-H= 6, H-I= 6, IJ=6, J-K=-6, K-L=6, L-M=6, M-N=-6, N-0=6, O-P=6 BOT CHORD AE-AF=O, AD-AE=O, AC-AD=O, AB-AC=O, AA-AB_O, Z-AA=O, Y-Z-0, X-Y=O, W-X-0, V-W=O, U-V=6, T-U=6, S.T=6, R-S=6, O-R=6 WEBS B-AE=-131, C-AD=-134, D-AC- 133, E-AB=-133, G-AA=-133, H-Z=-133, 1-Y=-133, J-X_ 133, K-W=-133, L-U=-133, M-T=-133, N-S=-136, O-R=-125 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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 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 i W o ti+tfJ N 15 Ul c0 Cry u CV p Lll Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003. Draw No:53908744FT1 53908744 IFT01 IFLOOR Us FP= F O H I J K L M N O P 3x6 FP= 23-10.8 Scale .1:38.' 30 = LOADING (psf) SPACING 2-" CSI DEFL in floc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) We n/a BCLL 0.0 Rep Stress Incr " YES WB 0.03 Horz(TL) 0.00 U n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min Vdefl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6.0-0 oc puriins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) AN=5623-10-8, U=47/23-106, AM=14323-10-8, AL=14823.10-8, AK=146/23-10-8, M-147/23-10-8, AI=147/23-10.8, AH=147/23.10-8, AG=144/23-10.8, AE=14523.10.8, AD=14723-10-8, AC=14723-10-8, AB=147/23-10-8, AA=14723-10.8, Z=14723-10.8, Y=147/23-10.8, X=14623-106, W=149/23-10-8, V=137/23-10-8 Max Horz AN=6(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD AN-AO=-50, AO-AP=-50, A-AP=-50, U-A0=-42, T-AO=42, A-B=-6, B-C=-6, C-D= 6, D.E=-6, E-F=6, F-G=6, G-H=-6, H-1=6, I-J= 6, J-K=-6, K-L=-6, L-M M-N=6, N-0=6, O-P=6, P-0=6, Q-R=6, R-S=6, S-T=6 BOT CHORD AM-AN=O, AL-AM-0, AK-AL-0, AJ-AK=O, AI-A)=O, AH-AI=O, AG-AH=O, AF-AG=-O, AE-AF=6, AD-AE=6, AC-AD--6, AB-AC=6, AA-AB=6, Z-AA=6, Y-Z=6, X-Y=6, W-X=6, V-W=6, U-V=6 WEBS B-AM=-131, C-AL=-134, D-AK. 133, E-AJ=-133, F-AI=-133, G-AH--133, H-AG=-133, I-AE=-133, J-AD=-133, K-AC=-133, M-AB=-133, N-AA=-133, O-Z=- P-Y=-133, Q-X=-133, R-W_ 136, S-V=-125 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one lace or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-16d nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shalt 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard I C' iot) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT01 Job Truss Truss Type Oly Ply Centex-Orlando/3514 2ndlsk/5.19-3 53908744 FT2 FUM • 8 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2OD3 MTek Industries, Inc. Mon May 1914:15:46 2003 Page 1 1� 3.0 I 1� 7-12 i 2-0-0 1 � Scab .1:30. 1.5x3 II 1.5x3 = 30 = 1.5x3 II 1.50 = Us = Us FP= 30 = 1.50 II 1.5x3 II 3x4 = 3x4 = Us = 1.5x3 = A B C D E F O H 1 J K v W Q lu 7 S R O P 0 N M 3x4 = Us = 3x4 = 3x4 = 3x4 = 3x4 =axe FP= axe = Us = e-34 , 2-9-0 5-3-0 8-1-12 10-4-12 13-3-8 15-9.8 18-6-8 , , 18 6-B Plate Offsets MY): : P:0-1-8 Ede 0:0-1.8 Ed e LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.28 P-0 >784 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert( I-) -0.38 P-0 >571 BCLL 0.0 Rep Stresslncr YES WB 0.43 Horz(TL) 0.08 L We BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6.0-0 cc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) L_=996/0.3-8, T=1003/0.8-0 FORCES (lb) - First Load Case Only TOP CHORD T-U= 38, U-V=-38, A-V=-38, L-W=-38, K-W=-38, A-B=O, B-C=-1801, C-D= 3003, D-E=-3003, E-F=-3745, F-G=-3745, G-H=-3745, 1-1-1=-3026, IJ=-1838, J-K--2 BOT CHORD S-T=1035, R-S=2539, O-R=3439, P-0-3745, O-P=3454, N-0--2569, M-N=2569, L-M=1078 WEBS B-T=-1406, J-L=-1432, B-S=1066, J-M=1057, C-S=-1027, I-M_ 1018, C-R=644, 1.0=636, E-R=-606, H-0=-595, E-0 375, H-P=356, F-0— 190, G-P=-183 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at pints unless otherwise noted. Provide bracing where indicated and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard W N S� r{ IX CV u7 D" CD, ve 7 4,41 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT2 Job Truss 53908744 1 FT5 Truss Type Oly Ply 2 1 i00 s Feb 20 Centex-Orlando/3514 2ndfjsk/5-19-3 1.5x3 II 1.5x3 = 1.5x3 = 30 = A 8 JOR E 1.7.IL___A 2-0.0 1� 1.4� Scale . 3x5 = 30 = 30 = 1.5x3 II 3x4 = 1.5x3 = C D E Fax - G H ■ r � � r4a 6 4 ex. � � LOW _ME ■ No ■x� ex. � / �■ IN 11111 10101 MAIN 3x4 = 30 = 3x4 = 30 = 1.54 II 3x4 = Us = 3x4 = 2-9-0 5.3-0 8.3.4 10.3-4 11-6-0 14-0-0 15.6-0 15-0-0 S v LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.23 M-N >791 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.32 M-N >567 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 1 We BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 79 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) P=835/0-8-0, 1=829/0-3.8 FORCES (lb) - First Load Case Only TOP CHORD P-O=36, O-R= 36, A-R=-36, 1-S--828, H-S=-827, A-B=O, B-C=-1442, C-D=-2328, D-E=-2501, E-F=-2501, F-G=•1986, G-H=-822 BOT CHORD O-P-853, N-0=2016, M-N=2567, L-M=2501, K-L=2501, J-K=1528, IJ=43 WEBS E-M=-42, F-L=197, B-P=-1159, B-0=819, C-0=-799, C-N=434, D-N=-333, D-M=-82, HJ=1059, GJ=-982, G-K=637, F-K=-742 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per 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 verity all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard � 111 � ttt222}}} N co CC N a 1 o12, z 5. i Q r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21 /2003 Draw No:53908744FT5 Job Truss Truss Type 53908744 1 FT7 I FLOOR Oly I Ply I Centex-Orlando/3514 2ndflsk/5-19.3 Scale . 1 Us FP= 1 0 C r� D E F O H I J K 4_ M N 0 P O R . E:N :W �� •�• .•.f.•. S• - 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 Code FBC2001 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 Sae FP= 20-6.0 CSI DEFL in (loc) Vdell PLATES GRIP TC 0.05 Vert(LL) n/a n/a TL20 245/193 BC 0.01 Vert(fL) n/a n/a WB 0.03 Hor'z(TL) 0.00 S n/a (Matrix) 1st LC LL Min Vdell = 360 Weight: 90 lb BRACING TOP CHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (Ib/size) S- 520.6-0, AJ=53/20-6-0, AI=146/20-6-0, AH=147/20-6-0, AG=14720.6-0, AF=147/20-6-0, AE=14720-6-0, AD=14720.6-0, AC=14720.6-0, AB=147/20.6-0, AA-14720-0-0, Z=14520.E-0, X=14420-6-0, W-147/20.6-0, V=145/20-6-0, 1.1=15220-6-0, T=108/20-6-0 Max Horz AJ=4(load case 1) Max UpliltS=-5(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=48, AK-AL=-48, A-AL=48, S-AM=10, AM-AN=10, R-AN=10, A-B=-4, B-C=4, C-D=-4, D-E=4, E-F=4, F-G=-4, G-H=-4, 1-1-6.4, I-J=-4, J-K=-4, K-L=-4, L-M=-4, M-N=41 N-0=4, O-P=-4, P-0=4, O-R=-4 BOT CHORD AI-AJ=0, AH-AI=0, AG-AH=O, AF-AG=O, AE-AF=O, AD-AE=O, AC-AD=O, AS-AC=O, AA-AB=O, Z-AA_-0, Y-Z=O, X-Y=4, W-X=4, V-W=4, U-V=4, T-U=4, S-T=4 WEBS B-AI=-132, C-AH=•134, D-AG=-133, E-AF_ 133, G-AE=-133, H-AD- 133, I -AC- 133, J-AB=-133, K-AA=-133, L-Z=-133, M-X=-133, N-W=-134, O-V=-132, P-1.1=-138, 0-T=-104 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one lace or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint S. 6) Recommend 2x6 srongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard CV +!s t d Ir' FA Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT7 Job Truss Truss Type Oty Ply Centex-Orlando/3514 2nd/Jsk/5-19-3 53908744 FT8 FLOOR 11 1 I Job Reference(optional) Universal Forest Products,lnc., Buriingtgp- C27215, Jeff Kerr 5.000 a Feb 20 2003 MiTek Industries, Inc. Mon May 1914:15:48 2003 Pagel I 11-3-0 1-4-8� 212--0-0 I 1-4-8 Scale .1:31. 5x4 = Sx4 = 1.5x3 = 1.54 = 1.54 = 3x5 = 3x4 = Us FP= 30 = 1.5x3 II 1.5x3 II 3x4 = 3x4 = 34 = 1.5x3 = A 6 r, C D E F 0 H I J K x 1 Z o Y W y U T S R O P O N M 1.54 II US = 3x5 = 3x4 = 3x4 = 3x4 = 3x4 = 3x10 M1118H FP= 5x5 = 1.54 II 3x5 = Seat Plate Here i 9-3-0 , 1-6-0 4-" 6." 9-1-8 114-8 14.0-0 16-6-0 19-" 20.6-0 20.6-0 Plate Offsets MY): A:Ed a 0-1.8 K:0-1-8 Ed a 0:0-1-8 Ed a R:0-1-8 Ed e LOADING (psi) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.40 Q-R >607 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.55 O-R >441 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) " 0.09 L n/a BCDL 5.0, Code FBC2001 (Matrix) 1st LC LL Min Vdefl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) L=1107/0-8-0, V=1107/0.8.0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1100, W-X=-1100, A-X=-1100, L-Y=-1100, Y-Z=-1100, K-Z---1100, A-B=-1082, B-C=-2809, C-D=-3931, D-E=-3931, E-17=4567, F-G=-4567, G-H=-456 , 1-1-6-3931, I-J -2809, J-K— 1082 BOT CHORD U-V=O, T-U-2093, S-T=3499, R-S=4336, Q-R=4567, P-0=4336, O-P=3499, N-O-3499, M-N=2093, L-M=0 WEBS A-U=1471, K-M=1471, B-U=-1405, J-M=-1405, B-T=996, J-N=996, C-T--960,.1-N=-960, C-S=601, I-P=601, E-S=-564, H-P=-564, E-R=301, H-0=301, F-R=-171, G-0_-171 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard o c� WN CD to O r z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT8 Job Truss Truss Type Oly Ply Centex-Oriandor3514 2ndlsk/5-19-3 53908744 FT9 FLOG r 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 19 1� 3-0� i 1-5-0I 2-0-0 I 1-5-0 3x5 = 30 = Us FP= 30 = 1.5x3 II 1.5x3 II 3x4 = B C D E F e H Scale - 1:34. 1 5x4 = 3x4 = 3x5 = 1.5x3 = 1 .1 K Y G Y 1.54 11 US = US = 3x4 = 30 = 3x4 = 30= 3x10 M111aH FP= 5x5 = 3x4 = 34 = 1-6-0 4-0-0 6.6-0 9-2-0 11-5-0 14-1-0 16-7-0 19-1-0 20-7.0 20-7-0 LOADING (psf) SPACING 2.0.0 CSI DEFL in (toc) Udell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) '-0.41 O-R >595 TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.56 O-R >432 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.10 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5.11-3 oc purlins, except end verticals. SOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1109/0.3-8, V=1115/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1108, W-X=-1108, A-X=-1108, L-Y=-1103, K-Y=-1102, A-B=-1091, B-C=-2834, C-D= 3973, D-E=-3973, E-17=4634, F-G=-4634, G-H= 4634, H-I=-3 IJ=-2869, J-K=-1141 BOT CHORD U-V=O, T-U=2110, S-T=3532, R-S=4387, O-R=4634, P-0=4401, O-P=3561, N-0==3561, M-N=2152, L-M=57 WEBS A-U=1483, K-M=1474, B-U— 1417, J-M— 1407, B-T=1007, J-N=997, C-T=-971, I-N=-962, C-S=613, I-P=604, E-S=-576, H-P=.564, E-R=319, H-0=301, F-R=-177, G-0=-169 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per 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 verily 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 [ J tr) ul tt1 Its N CD >� t: • �r • Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT9 Job Truss Truss Type Oly Ply Centex-Orlando/3514 2nd/jsk/5-19-3 53908744 FT12 FLOOR 5 1 ' Job Reference(optional) Universal Forest Products,lnc., Burlington, NC 27215, Jell Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Mon May 1914:15:49 2003 Page 1 11-3-0 1-5-8 1 2-0-0 ?:6 (� Scale . 1:2B. 5x4 = 1.5x3 = 50 = 5x4 = 1.5x3 = 3x4 = 3x4 = 3x4 = 1.5x3 II 1.5x3 II Us FP= 3x4 = 1.50 = A B C D E F O H I J V 10 W 4 Y U gal Ian S R O P O N M L 1.5x3 II 5x4 = 3x4 = Us FP= 3x4 = 3x4 - 5x4 = 3x4 = 5x4 = 3x4 = 914.0 , i 1-6-0 4-0.0 6.6-0 9.2.8 9-A-0 11-4-0 1 1r5-8 13.2.8 15.8-8 17-2.8 , 17.2-8 Plate Offsets X Y : A:Ed a 0-1-8 J:0-1-8 Ede N:0-1.8 Ede 0:0-1-8 Ed e LOADING (psi) SPACING 2.0-0 CSI DEFL In (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -0.30 O-P >675 TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert( L) -0.42 O-P >487 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz( L) 0.06 K n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 89 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-8-7 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) T=929/0-8-0, K=923/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD T-U=-925, U-V=-925, A-V=-925, K-W=-923, J-W=-922, A-B=-892, B-C=-2244, C-D=-3031, D-E=-3095, E-F= 3095, F-G=-3095, G-H= 2250, H-1=-2250, I-J=-939 BOT CHORD S-T=-O, R-S=1717, O-R=2759, P-O=2759, O-P=3228, N-0-3095, M-N=2798, L-M=1751, K-L=48 WEBS E-0=18, F-N=-485, A-S=1213, B-S=-1147, B-R=733, C-R=-716, C-P=378, D-P— 274, D-O=-169, J-L=1212, I-L=-1129, I-M=694, G-M=-762, G-N=704 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per 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 verily 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 W N CC N uS � y .Y dustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT12 53908744 IF713 Scab .1 i 14-2-0 , LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(fL) n/a n/a BCLL 0.0 Rep Stresslncr YES WB 0.03 Horz(fL) 0.00 M We BCDL 5.0 Code FBC2001 (Matrix) list LC LL Min Well = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (Ib/size) X=53/14.2-0, M=24/14.2-0, W=146/14.2-0, V=147/14-2-0, U=147/14-2-0, T=147/14.2-0, S=147/14-2-0, R=147/14-2-0, 0=147/14-2-0, P=145/14-2-0, 0=152/14-2-0, N=116114-2-0 FORCES (lb) - First Load Case Only TOP CHORD X-Y=-48, Y-Z=-48, A-Z=-48, M-AA=-19, AA-AB=-19, L-AB=-19, A-B=-3, B-C=-3, C-D= 3, D-E=-3, E-F=-3, F-G=-3, G-H=-3, H-I- 3, IJ=-3, J-K=-3, K-L= 3 BOT CHORD W-X=3, V-W=3, U-V=3, T-U=3, S-T=3, R-S=3, O-R=3, P-0-3, O-P=3, N-O=3, M-N--3 WEBS B-W=-133, C-V=-134, D-U=-133, E-T=-133, F-S=-133, G-R- 133, H-0--134,1-P=-132, J-0=-138, K-N=-108 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 14-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard =• !.� O 3 coo ` N on J � i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date'Req:05/21/2003 Draw No:53908744FT13 Job Truss Truss Type Oly Ply Centex-Orlando/3514 2ndfisk/5.19-3 53908744 FT14 FLOOR 1 1 , Job Reference(optional) Universal Forest Products,lnc:, Burlington, NC'27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Mon May 1914:15:50 2003 Page 1 1.3-0 i 0-11-0 Scale .1 z3. 30 = 3x4 = 1.5x3 = 1.50 = 1.5x3 = 3x4 = 3x4 = 1.5x3 II 1.5x3 II 30 = 3x4 = 1.50 = A B C D E F O H 3R IV 71 0 9 S O N M LW - K J 1.5x3 II 3x5 = 3x4 = 30 = 3x4 = 3x5 = 1.5x3 II , 1-6-0 4-0.0 6.6-0 7-8-0 10-2-0 12-8-0 14-2-0 14-2-0 Plate Offsets X H:0-1-8 Ede L:0.1.8 Ede M:0-1-8 Ed e LOADING (psi) SPACING 2-" CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.10 M >999 TL20 24WI93 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.13 M >999 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) P=759/0-", 1=759/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD P-0=-753, O-R=-753, A-R=-753, 1-S=-753, S-T=-753, H-T=-753, A-B=-707, B-C— 1709, C-D= 2152, D-E=-2152, E-F=-2152, F-G=-1709, G-H=-707 BOT CHORD O-P=O, N-0=1361, M-N=2029, L-M-2152, K-L=2029, J-K-1361, IJ=O WEBS HJ=961, A-0=961, GJ=-909, 13-0=-909, G-K=484, B-N=484, F-K=445, C-N=445, F-L=167, C-M=167, D-M=-97, E-L=-97 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per 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 a W " J O w GV a N � O o � Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT14 Job Truss Truss Type 01y Ply Centex-Orlando/3514 2ndlsk/5-19-3 53908744 FT15 FLOOR 6 1 , Job Reference Clonal Universal Forest Products,lna, Burlington, NC 27215, Jell Kerr 5.OD0 s Feb 20 20D3 MTek Industries, Inc. Mon May 1914:15:50 2003 Page 1 `- '2 I 1 22--0� -1�0� Scale .1:32. 5x4 = 1.5x3 = 3x4 = 5x4 = 1.5x3 = 3x8 FP= 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x4 = 3x4 = 3x4 = 1.5x3 = A 8 C D E F O H I J K x v 4 Y w U T S R O P O N M 1.5x3 11 5x5 = 3x4 = 30 = 3x4 = 30 = 3x10 M11181-I FP= 3x4 = US = 3x4 = 30 = 8.9.4 , , 1 1-6-0 4-" 6.6.0 8.7-12 10-10-12 13-08 15.68 18-0.8 19.6.8 19.6-8 Plate Offsets X Y : A:Ed a 0-18 K:0-1-8 Ede 0:0-1-8 Ede R:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.33 O-R >692 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.46 O-R >503 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 100 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 cc pudins, except end verticals. BOT CHORD 4 X 2 SYP No.I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) L=1051/0-3-8, V=1058/08-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1051, W-X=-1051, A-X=-1051, L-Y- 1046, K-Y=-1045, A-B=-1029, B-C= 2654, C-D= 2654, D-E- 3673, E-F=A166, F-G=-4166, G-H- 4166, H-6.3692 IJ=-2687, J-K=-1076 BOT CHORD U-V=-0, T-U=1989, S-T=3293, R-S=4030, O-R=4166, P-0=4041, O-P=3318, N-043318, M-N=2029, L-M=54 WEBS A-U=1399, K-M=1389, B-1.11=1335, J-M=-1325, B-T=926, J-N=915, D-T=888, I-N= 879, D-S=529, I-P=520, E-S=-497, H-P=-485, E-R=218, H-0=201, F-R=-148, G-0=-139 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per 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 t O a LL N cc N CL 0 Z WJ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT15 53908744 IFT16 IFLOOR Scab .1: 1.5x3 = A 1.5x3 II B 1.5x3 II 1.5x3 = C 1.5x3 II D 1.5x3 11 1.50 II E 1.5x3 = 1.5x3 = N 4 Y M 1.5x3 11 1.5x3 II 1.5x3 11 1.5x3 II 1.5x3 11 5-5.0 5-5-0 LOADING (psi) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well = 360 Weight: 26 lb LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 BRACING TOP CHORD Sheathed or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) J=57/5-5.0, F=61/5.5-0, 1=142/5.5-0, H=148/5-5-0, G=148/5-5-0 FORCES (Ib) - First Load Case Only TOP CHORD J-K=-50, K-L=-50, A-L=-50, F-M=-54, M-N=-54, E-N=-54, A-B=6, B-C=-6, C-D= 6, D-E=-6 BOT CHORD IJ=6, H-66, G-H=6, F-G=6 WEBS B-I=-130, C-1-1=-134, D-G=-135 NOTES (5) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 14-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss shall be fabricated per ANSUTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Nut CD O GG7v a N tl. O w Z_ Z:E Customer No: 11045 Customer Name: CENTEX HOMES. ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date'Req:05/21/2003 Draw No:53908744FT16 Job Truss Truss Typpee,�e Py Ply Centex-Orlando/3514 2nd/Jsk/5-19-3 53908744 FT21 FLO-0 9 1 I ' Job Reference floral Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 a Feb 20 2003 MiTek Industries, Inc. Mon May 1914:15:51 2003 Page 1 1-3-0 12�, 2-0-0 1�1� Seale -1:39. 1.5x3 II 1.5x3 = 1.54 = 3x4 = 30 = 30 = 1.5x3 II 30 = 30 = 3x4 = Us FP= 5x4 = 5x6 = 1.5x3 II 3x4 = US = A a C D F O H I J Ic M N A q ACL�.A117 AA z Y X w v U T R O P O 3x4 = 3x4 = 3x4 = 30 = 1.W II US FP= 5x4 = Us = 50 = 1.5x3 II 3x4 = 3x4 II 3x4 = 3x4 = i 8.3-4 , i 1s-6.8 2.10•8 2.9-0 5.3-0 8-34 10-3-4 10-11r0 13-5-0 15-11-0 18.6-8 ,19-11-0, 21-3-0 , 22.6-0 24.0-0 24-" Plate Offsets X Y : F:0-1-8 Ede M:0-1-8 Ede R:0-1.8 Ede Y:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) `-0.26 Y-Z >845 TL20 2451193 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.36 Y-Z >609 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.06 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Vdefl = 360 Weight: 126lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6.0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) AB=919/0-8-0, 0=-19/Mechanical, S=1706/0.3.8 Max Uplifl0=-257(load case 2) Max GravAB=919(load case 1). 0=233(load case 3), S=1706(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AB-AC=-37, AC -AD= 37, A -AD= 37, N-0=-2, A-B=O, B-C=-1621, C-D=-2664, D-E--3124, E-F= 3124, F-G=-2926, G-H=-2061, H-1=-681, I•J=-681, J-K=1394, K-L=518, L-M=518, M-N=161 BOT CHORD AA-AB=944, Z-AA=2277, Y-Z=3002, X-Y=3124, W-X=3124, V-W=2587, U-V=1511, T-U=1511, S-T=-187, R-S=-1394, O-R=-518, P-0=-518, O-P=0 WEBS E-Y- 116, F-X=148, K-S=-744, B-AB=-1282, B-AA=942, C-AA=-912, C-Z=538, D-Z=-470, D-Y=149, J-S=-1607, J-T=1207, H-T=-1154, H-V=766, G-V=-731, G-W=472, F-W=454, N-P=-214, K-R=1145, M-P=486, L-R=-364, M-0=-382 NOTES (5-6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 0. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Truss shall be fabricated per 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 verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) THA422: rIGHT end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard 7 N W N (y CV a CD +a Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT21 Job Truss Truss Type 0ty . Ply Centex-Orlando/3514-C4sk/4-19-3 53906979 G1A HIP 1 2 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr • 5.000 s Feb 20 2003 MiTek'Industrles, Inc. Tue Apr 22 16:46:19 2033 Page 1 ' d 0-p 7.0-0 13-6-14 20-0.0 26-5-2 33 0-0 40.0-0 40.0 p 1-0.0 7-0-0 6.6.14 6-5-2 '6.5-2 6-6-14 7.0.0 - 1-" Scats - 1:08. 5xe = 5.100 ff 2 3x8 s 2x3 11 3x8 = 3x8 = 5xe = C D E F O H 1 1 w1 w1 A g yI A l J 1�. d 6x7 = D N M P L K W= 2x5 II B�6 = 7xe = US = 2x5 II 7-1-12 13-6-14 20-0-0 2 -B 12 26.5.2 32.104 40.0-0 7-1-12 6-5-2 6.5-2 0-8•12 5-8-6 6-5-2 7.1.12 Plate Offsets MY): : 13:0-3-8 04-11 C:0.5-12 0-2-8 H:0-5-12 0-2-8 1:0-3-e 0-2.11 M:0-4-0 0-4.8 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0,83 DEFL In (loc) Well Vart(LL) 0.63 L-M >759 PLATES GRIP TL20 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -1.03 L-M >463 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(fL) 0.13 I n/a BCDL 10.0 Code FBC2001 (Matrix) . 1st LC LL Min I/dell - 240 Weight: 433 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 3-1-15 oc purllns. T3 2 X 4 SYP No.1, T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. BOT CHORD 2 X 6 SYP No.1 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-2669/0-3-8, I-3360/0-3-8 *Max Horz B-•84(load case 5) Max UpliftB--736(load case 8), 1--1009(load case 3) FORCES '(Ib) - First Load Case Only TOP CHORD A-B-26, B-C--6185, C-D--9590, D-E--12536, E-F--12536, F-G--12536, G-H--11435, H-1--7975, 1-J-26 BOT CHORD B-0-5633, N-0-5643, M-N-9590, M-P-11435, L-P-11435, K•L-7303, I-K-7292 WEBS C-0-202, H-K-210, D-N--1673, E-M--589, G-L--1388, C-N-4307, D-M-3228, G-M-1206, H-L-4510 NOTES (8) 1) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 123.51b up at 33.0-0 on top chord, and 1109.01b down and 355.61b•up at 20-8-12 on bottom chord. Desidh for unspecified connection(s) Is delegated to the building designer. 2) 2-ply truss to be connected together with 10d Common(.148'x3') Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-'0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9.0 oc. Special hanger(s) or connection(s) required -to -support concentrated load(s) 385.01b down and 123.51b up at 33.0-0 on top chord, and 1109.01b down and 355.61b up at 20-8-12 on bottom chord. Design for unspecified connection(s) Is delegated to the building designer. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98 per FBC2001; 110mph; h-221t; TCDL-6.Opsf; BCDL-6.0psh 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. 5) Provide adequate drainage to prevent water pending. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 736 lb uplift at Joint B and 1009 lb uplift at Joint I. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 123.51b up at 33-0-0 on top chord, and 1109.01b down and 355.61b up at 20-8-12 on bottom chord. Design for unspecified connection(s) Is delegated to the building designer. 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-withln 4' of Interior Joints. Bracing Indicated on this sheet Is to buckling reduce 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 oM rp designer accepts no responsibility for the correctness or accuracy of the design Information as -It may -relate to a r j 00 a� v specific building. Any references to Job names and locations are for administrative purposes only and are not part of u the review or certification of the truss designer. CV o LOAD CASE(S) Standard � 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 ;I! Uniform Loads (plf) Vert: A•C--60.0, C-E--60.0, E-H--130.6, H-J--60.0, B-M--20.0, K-M-43.5, I-K--20.0 Concentrated Loads (lb) Vert: H--385.0 P--1109.0 fcustorner No: 11045 Customer Npme: CENTEX HOMES ORLANDO Shop'No: 53906979 Contractor/Job: 3514 .EL.0 RF Date Req:04/25/2003 Draw No:53906979G1 A Job Truss Tr , Oty Ply Centex-Orlando/3514-C/sk/4-19-3 53906979 H1B HIP 1 2 Job Reference (optional) niversal Forest Products,lnc., Burlington, NC 27215, Jell Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Tue Apr 22 16:46:20 2003 Page 1 -0-p ' 7-0-0 13-6.14 20-" 26.5-2 33.0.0 40 0 0 40 -0 p T 1-0-0 7.0-0 6-6-14 6.5.2 6-5-2 6.6-14 7.0-0 1-0-0 Scala - 1:88. &00 rl2. 3x8 = 2x3 II 3x8 = 34 = 50 = c D E F O H wt a I y�A d X7 O N M L K 5x7 = 2xa II ate = 7xs = ate = 2xa II 7-1-12 13.6-14 20-0-0 26-5-2 32-10-4 40-0.0 7.1-12 6-5-2 6.5.2 6-5.2 6.5-2 7-1-12 Plate Offsets X Y : B:0-3-8 0-2-1 11, fC:0-5-4.0-2-81,KO-5-4 0-2=8 1:0-3-800-2-11 M:0-4-0 0-4-12 LOADING (psi) SPACING 2-0-0 CS1 DEFL • In (loc) I/dell PLATES GRIP TCLL 20.0 TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.93 BC 0.74 Vert(LL) 0.72 M >660 Vert(TL) -1.07 M TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.68 >447 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Udefl - 240 Weight: 433 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. ' BOT CHORD 2 X 6 SYP No.1 ,.. BOT CHORD Rigid ceiling directly applied or 8-8-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B_3428/0-3-8, 1-3428/0-3-8 Max Horz B-84(load case 4) Max UpIIftB--1136(load case 3), I--1187(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--7977, C-D--11117, D-E--12308, E-F--12308, F-G--12308, G-H--11117, H-I--7977, 1-J-26 BOT CHORD B-O-7295, N-O-7313, M-N-11117, L-M-11117, K-L-7313, 1-1(-7295 WEBS C.O-343, H-K-343, D-N--1398, E•M--814, G-L--1398, C-N-#4152, D-M-1305, G-M-1305, H-L-4152 NOTES (9) 1) Special hanger(s) or connection(s) required to support concentrated.load(s) 385.01b down and 296.91b up at 33-0-0, and 385.01b down and 296.91b up at 7-0-0 on top chard. Design for unspecified connection(s) Is delegated to the building designer. 2) 2-ply truss to be connected together with 10d Common(A 48'x3') Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9.0 oc. Bottom chords connected as follows: 2 X 6.2.rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9=0 oc. Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 296.91b up at 33-0-0. and 385.01b down and 296.91b up at 7-0-0 on top chord. Design for unspecified connection(s) Is delegated to the building designer. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98 per FBC2001; 110mph; h-2211; TCDL-6.0psh BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left.and right exposed; end vertical left and rlghl.exposed;Lumber DOL-1.60 plate.grip DOL-1.33. 5) Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1136 lb uplift at joint B and 1187 lb uplift at Joint I. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s)'385.01b down and 296.91b up at 33-0-0, and 385.Olb down and 296.91b 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 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 r conformance with conditions and requirements of the specific building and governing codes and ordinances. The true designer accepts no responsibility for the correcingQss 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 W� N Co the review or certification of the truss designer. a LOAD CASE(S) Standard 2 C 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Z Uniform Loads (plf) Vert: A-C--60.0, C-H--130.6, H-J-•60.0, B-1-43.5 Qb Concentrated Loads (lb) ; Vert: C--385.0'H--385.0 customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shopp No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979H1 B Job Truss Truss��r�L - Oty Ply Centex-Orlando/3514-Clsk/4-19-3 53906979 H1C • ROOFTRUSS 2 1 Job Reference (optional) Universal Forest Producls,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:46:20 2003 Page 1 5.8-13 , 9-0-0 16-5-9 , 23.6-7 , 31-9-0 , 35 2 2 , 40 0 0 40 O f 1.0-0 5-8.13 3-3-3 7-6.9 7-0.14 7-5-9 4-2-2 4.9.14 - 1-0.0 Scab 1:66. Sx8 = 3x8 = 5x8 = US = &00 12 D E F O 2x3 C 2Y3 Wt H :� w :Z� A a I J 9 Ig 3x7 = O N M L K .3x7 = 3x8= 3x10 MIIISH= 34 = 3x10 MIIISH= US = 9.0-0 20.0-0 31.0-0 40t0.0 9.0-0 11-0.0 11-0-0 9.0-0 Plate Offsets X Y : 13:0.3-0 0.24 F:0-4-0 0-3.0 G:0-3-0 0-2-4 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.54 DEFL In (loc) 1/6e11 Vert(LL) 0.40 M PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.98 >999 Vert(TL) -0.81 K-M >587 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.21 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell - 240 Weight: 187 lb . LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. WEBS 2 X 4 SYP No.3 . WEBS .1 Row at midpt E-O, F-K REACTIONS (lb/size) B-1657/0-3-8, 1-1657/0.3-8 Max Horz B=100(load case 4) Max UpliRB--434(load case 2), I--434(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3480, C-D--3240, D-E--3000, E-F--4159, F-G--3003, G-H--3253, H-1--3495, 1-J-22 BOT CHORD B-0-3135, N-0-4059, M-N-4059, L-M-4057, K-L-4057, I-K-3164 WEBS C-0--202, D-0-880, E-0--1192, E-M-148, F-M-150, F-K--1188. G-K-846, H-K--212 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-22ft; TCDL-6.Opst; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise Indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint B and 434 lb uplift at Joint I. 6) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at Joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior Joints. Bracing Indicated on this sheet Is to reduce buckling of Individual membbrs 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 •. r G 'W a 0 g Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979H1 C Job Truss Truss Type Oty Ply Centex -Orlando/3514-C4sk/4-19-3 53906979 HID HIP S 2 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:46:21 2003 Page 1 ' d 0 p 6-8-6 11.0.0 17.0-0 23.0-0 , 29-0-0 , 33.3-10 , 40-0-0 4,1.0 1.0.0 6.8-6 4-3-10 6-" 6-0.0 6.0-0 4-3-10 6-8-6 1-0.0 SoWe -1:66. 6Y6 = US = 50 = 5x6 = 500 0 F O 12 24 II Zx3 II 'C H w wz IN A e 1 J 1� 30 P 0 N M L K U7 = 3Y6 = 3X10 MII16H= 30 = 3K6 = 3r/0 MII16H= 30 = 6.8-6 17.0.0 23-0-0 33-3.10 40-0.0 6.8.6 10.3.10 6-0.0 10-3.10 6.8.6 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/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51. Vert(ILL) 0.30 M-N >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.69 K-M >690 BCLL 0.0 'Rep Stress Incr YES WB 0.31 HOrz(TL) :0.17 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC•LL Min I/dell - 240 Weight: 196lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-12 oc purllns, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1657/0-3-8, 1-1657/0-3-8 Max Horz B-118(load case 4) Max UpllflB--404(load case 2), 1--404(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3525, C-D--3481, D-E--3383, E-F--3383, F-G--3383, G-H--3481, H-1--3525, I-J-22 BOT CHORD B-P-3166, O-P-2704, N-0-2704, M-N-3383, L-M-2704, K-L-2704, I-K-3166 WEBS C-P--286, H-K--286, D-N-857, E-N--363, E-M--1, F-M--363, G-M-856, D-P-677, G-K-677 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; 11-2211; TCDL-6.OpsP BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise Indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 404 lb uplift at joint B and 404 lb uplift at joint 1. 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 Is to sheet reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verily 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 o a� N 'ui L1J q- O I � z 1 I customer NO: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979H1 D 53906979 1 H1 E I COMMON -?-0-p 7-1-3 , 13.0-0 , 27-0.0 32 10 13 40 0 0 41 0p 1.0-0 7 1.3 5.10.13 14.0.0 5-10.13 7-1-3 1." scale . 1 5ye = 2y3 II 5ye = N M L K J W= 3y10 M111eH= 30 = ' aye = aye=' 3y10 MIIIBH= 11-0-3 20-0-0 29-1.1-13 40.0.0 11-0.3 8-11-13 8.11-13 11.0-3 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) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Verl(LL) 0:25 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(TL) -0.59 B-N >803 BCLL ' 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.16 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 7-8-13 oc bracing. WEBS 2 X 4 SYP'No.3 REACTIONS (lb/size) B-1657/0-3-8, H-165710-3-8 Max Horz B-136(load case 4) Max UpliftB--374(load case 2), H--374(load case 3) FORCES (lb) - First Load Case Only / TOP CHORD A-B-22. B-C--3399, C-D--3039, F-G--3039, G-1-1--3399, H-1-22, D-E--2942, E-F--2942 BOT CHORD B-N-3075, M-N-2567, L-M-2567, K-L-2567, J-K-2567,.H-J-3075 WEBS C-N-416, G-J--416, E-L--432, F-L-476, D-L-476, D-N-501, F-J-501 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 11 Omph; h-22ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed:MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed:Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise Indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at Joint B and 374 lb uplift at joint H. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at Joints unless otherwise noted. Provide 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 verily 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 ~•5 u 0 F J �, lIl Q • N 0 t Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003, Draw No:53906979H1 E Job Truss Truss Type I Qty I Ply Centex-Orlando/35 4-C4gk/4-19-3 53906979 H1F C 2 1 ' Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215. Jeff Kerr 5.000 s Feb 20 2003 Mrrek Industries, Inc. Tue Apr 22 16:46:22 2003 Page 1 d 0-U 7-1.3 15-0.0 25-0-0 32-10.13 40 0-0 41 0 p 1-0.0 7-1-3 7-10-13 10.0-0 7-10.13 7-1-3 1.0-0 Scale - 1:66. 5.00 F12 2x3 II 6x6 = 0 E F axe axe c b 4 w A .•r:•1 df e H a fY 30 = N M L K J 30 = 3x10 MIIteH= 3x6 = 3xe = 3x6 = 3x10 MI116H= 11.0.3 20-0-0 28-11-13 40-0.0 11-0-3 8-11-13 6-11-13 i1-0.3 Plate Offsets X Y: C:0 4 0 0 3-0 D:0-3-0 0.2-4 F;0-3-0 0.2-4 G:0.4-0 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.74 DEFL In (loc) Weft PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.83 Verl(LL) -0.21 L >999 Vert(TL) -0.58 B-N >828 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.16 H n/a BCDL 10.0 Code FBC2001 (Matrix) • list LC LL Min Well 240 Weight: 194'Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-7-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applled-or 7-5-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/slze) B-1657/0-3-8, H-1657/0-3-8 Max Horz B-153(load case 4) Max UpliftB--399(load case 4),'H--399(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3421, C-D--3025, F-G--3025, G-H--3421, H-1-22, D-E--2522, E-Fe-2522 BOT CHORD B-N-3100, M-N-2375, L-M-2375, K-L-2375, J-K-2375, H-J-3100 WEBS C-N--495, G-J--495, E-L--212, F-L-236, D-L-236, D-N-615, F-J-615 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; 11-221t; 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) Provide mechanical connection (by others).ol truss to bearing plate capable of withstanding 399 lb uplift at joint B and 399 lb uplift at joint H. 6) 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 verily all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The'iruss 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 f!J VIP O N O ff N O 'Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shopp No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979H1 F 53906979 1H1G • 7-1.3 , 13-7-2 , 17-0.0 , 23*-0-0 , 26 4 14 , 32 10 13 , 40 0 0 41� 1.0.0 7.1-3 6-5.15 3-4-14 6.0-0 3.4.14 6.5-15 7-1-3 Scale - 1 5.00 12 5x8 = • axe = t� o N M L K 3x7 = 300 MUM= 5xl0 = 3x8 = 3x8 = 3x10 M1118H= 11.0.3 20.0.0 28-11-13 40.0.0 11-0-3 B-11.13 B-11.13 11-0.3 Plate -Offsets MY): ID:2-4.0 0-3-01 fE 0 3 0 0 2 4) IF•0-3-0 0-2.41jG•o-4-0 0 3 OI LOADING (psi) SPACING 2-0-0 CSI •DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) -0.21 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) •0.58 B-O >818 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.16 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st.L•C LL Min Well - 240 Weight: 206 lb LUMBER ' '''- ' BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD • Sheathed or 2.7-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpt G-M, D-M REACTIONS (lb/slze) B-1657/0-3-8, 1-1657I0-3-8 Max Horz B-171(load case 4) Max UplifiB--421(load case 4),.1--421(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3413, C-D--3029, D-E--2181, F-G--2181, G-H--3029, H-6-3413, I-J-22, E-F--2204 BOT CHORD B-0-3090, N-0-2499, M-N-2499, L-M-2499, K-L=2499, I-K-3090 WEBS C-0-459, D-0-539, G-K-539, H-K-459, E-M-582, F-M-582, G-M--693, D-M--693 NOTES (6) ' 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 110mph; h-221t; 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. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise Indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421 lb uplift at joint B and 421 lb uplift at joint I. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior joints. Bracing Indicated 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: 53906979 Contractor/Job: 3514 ELL RF Date Req:04/25/2003 Draw No:53906979H1 G 53906979 I H1 H I COMM 22 16:4 a-0p 7-1.3 13-7.2 19.0-0 ,21-0.0, 26-4-14 32.10.13 400-0 410p 1-0.0 7.1-3 6.5-15 5-4-14 2-0.0 5-4-14 6-5-15 7-1-3 scale 6.00 5a8 = 8y8 = td '3,A0 MMOH= 8u12 = . 34 = 3x8 = 300 MUM= v 11-0- 20-0-0 2841.13 40-0-0 11-0.3 8-11-13 a-11-13 11-0-3 Plate Offsets (X,Y): ID:0-4-0 0-3-01 IE•0-3-0 0-2-41 IF•0-3-0 0-2-41 fG•0 4-0 0'3 01 LOADING (psi) SPACING 2-0.0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.21 B-O >999 TI20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.59 B-O >814 BCLL 0.0 • Rep Stress Incr YES WB 0.41 Hor;(rL) 0.16 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-15 oc•purlins. BOT CHORD 2.X 4 SYP No.2 'BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt G-M, D-M REACTIONS (lb/size) B-1657/0-3-8, 1-1657/0-3-8 Max Horz B-189_(load case 4) Max UplifiB--442(load case 4), I--442(load case-5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3408, C-D--3032, D-E--2153, F-G--2153, G-H--3032, H-1--3408, I-J-22, E-F--1998 BOT CHORD B-0-3084, N-0-2509, M-N-2509, L-M-2509, K-L-2509, I-K-3084 WEBS C-0--444, D-0-530, G-K-530, H-K--444, E-M-597, F-M-597, G-M--779..D-M--779 NOTES (6) 1) Unbalancedroof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-22ff; TCDL-6.0psh BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever let and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip ry 11; a 3o. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise Indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 442 lb uplift at Joint B and 442 lb uplift at Joint I. 6) 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. Bullding 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 9� , M N N a c z '� YJ Customer No:•11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979H1 H 53906979 I1-12A IHIP 7.0-0 13-8-0 i 20 8 0 ,21 B 0, 1.0-0 7.0.0 5X8 = 6.8-0 6x7 = 7.0.0 • 295 II 6ae - SYP _ We = -1-0-0 Stab . 7-1.12 13-6.4 20-8.0 7.1-12 6.4-8 7-1-12 Plate Offsets (X,Y): IB:0-3-0 0.2-121 rC:0-5-4 0.2-41,ID:0-3-8,0-2-11.rE:0-3.0.0-2-121 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 TCDL 10.0 Plates Increase. 1.25 Lumber Increase 1.25 TC 0.94 BC Vert(LL) 0.15 G-1 >999 TL20 245/193 BCLL 0.0 Rep Stress Incr NO 0.70 WB 0.14 Vert(TL) Horz(TL) -0.23 0.06 G-1 E ' >999 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 102 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E-1744/0-3-8, B-1744/0-3.8 Max Horz B-84(load case 4) Max UpliftE--563(load case 5). 8--563(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--3643, C-D--3310, D-E--3635, E-F-26 BOT CHORD B-1-3302, H-I-3318, G-H-3318, E-G-3294 WEBS C-1-318, D-G-313, C-G--9 BRACING TOP CHORD Sheathed or 2-2-12 oc purlins. BOT CHORD Rigid calling directly applied or 7-3-4 oc bracing. A •I� NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001;110mph; h-22ft; TCDL-6.0psf, BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 563 lb uplift at Joint E and 563 Ib uplift at Joint B. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 296.91b up at 13-8-0, and 385.01b down and 296.91b up 7-0-0 on top chord. Design for unspecified connection(s) Is delegated to the building designer. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be -of size and type shown and centered at Joints unless otherwise noted. Provide bracing where Indicated and.within 4` of•lnterior Joints. Bracing Indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of -the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as It may relate to a specific building. Any references to Job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-C--60.0, C-D--130.6, D-F--60.0, B-E--43.5 Concentrated Loads (lb) Vert: C--385.0 D--385.0 - Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw.No:53906979H2A 53906979 I1-1213 -1.0-0 5-9.1 9.0-0 11.8-0 14.10-15 20-8-0 21-8.0 5-9-1 3.2-15 2.8-0 3-2.15 5.9-1 1-0-0 Scab -1 5x4 = 8x4 = Ig .3x4 = 3x8 = ' '3x5 = .: �P' 5.9.1 9.1.12 11-6.4 14-10.15 P0.8.0 5.9-1 3-4-1.1 2.4.8 3-4-11 LOADING (psi) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 ' CSI TC 0 3 DEFL In (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(LL) Vert(TL) .0.09 B-K >999 -0.26 G-1 >938 TL20 245/193 BCLL BCDL 0.0 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.04 G We Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 90 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) G-884/0.3-8, B-884/0-3-8 Max Horz B-100(load case 4) Max Up11flG--252(load case 5), B--252(load case 4) BRACING TOP CHORD Sheathed or 4-9-13 oc purlins. BOT-CHORD - Rigid ceiling directly applied or 10.0-0 oc•bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--1540, C-D--1239, D-E--1106, E-F.-1239, F-G--1540, G-H-22 BOT CHORD B-K-1374,.J-K-1106, 1-J-1106, G-1-1374 WEBS D-K-311, E-1-311. C-K--337, F-I.-337 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-22ft; 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 252 lb uplift at joint G and 252 Ib uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior joints. Bracing Indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet'for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as It may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979H2B 53906979 1T2C -1-0-0 7-5-10 10-4;0 13.2.6 2048.0 1.0-0 7-5.10 2-10.6 2-10-6 7.5-10 1.0-0 Scale - 1:: U4 = 6uE = 3X8 c 10-4.0 20.6-0 10-4-0 10.4-0 _Plate Offsets (X,Y): rH:0-4-0,0-3-01 LOADING (psf) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 CSI TC DEFL In (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.49 BC .0.70 Vert(LL) Vert(TL) 0.12 -0.32 B-H B-H >999 >773 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.04 F ' n/a BCDL 10.0 ' Code FBC2001 (Matrix) 1 st LC LL Min Wait - 240 Weight: 85 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2 TOP CHORD BOT CHORD 2 X 4 SYP N0,2 BOT CHORD WEBS 2 X 4 SYP N0.3 REACTIONS (lb/slze) B-884/0-3-8, F-88410-3-8 Max Horz B-112(load case 4) • Max UpliftB--264(load case 4), F--264(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--1472, C-D--1152, D-E--1152, E-F--1472, F-G-22 BOT CHORD B-H-1283, F-H-1283 WEBS C-H--419, D-H-864, E-H--419 Sheathed or 4-8-2 oc purllns. Rigid calling directly applied or 10-0-0 oc bracing. q NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; 11-2211; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding •264 lb uplift at joint B and 264 lb uplift at joint F. 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 responsibilli) 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 rW M � N 1i N us CD z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/7003 Draw No:53906979T2C 53906979 I T21). I ROOF TR .I 4 0 7-5-10 , 10-4.0 13-2-6 20-8.0 1-0-0 7-5.10 2-10.6 2.10.6 7-5-10 Scale - / Sx4 = 5X8 _ US = 10.4-0 20.8-0 10.4-0 10.4-0 LOADING (psf) SPACING 2.0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.50 TCDL 10.0 Lumber Increase 1.25 BC 0.71 BCLL 0.0 Rep Stress Incr YES- WB 0.28 BCDL • 10.0 Code FBC2001 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) F-813/0-3-8, B-886/0-3-8 Max Horz B-120(load case 4) Max UpliftF--196(load case 5), B--265(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8-22, B-C--1477, C-D--1158, D-E--1159, E-F--1464 BOT CHORD B-G-1289, F-G-1294 WEBS C-G--419, D-G-872, E-G--426 DEFL In (loc) I/dell PLATES GRIP Vert(LL) 0.14 F-G >999 TL20 245/193 Verl(TL) -0.33 F-G >734 Horz(TL) 0.04 F n/a 1st LC LL Min I/dell - 240 Weight: 84 lb BRACING TOP CHORD Sheathed or 4-8-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph;•h-2211; TCDL-6.Opsh BCDL-6.0psh 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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at Joint F and 265 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and'type shown and centered at joints unless otherwise noted. Provide bracing where'Indicated and within 4" of Interior joints. Bracing Indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building -Designer shall.verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilil) 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 M O allN ` N a o g z Z t Q l Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO 'Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979T2D 53906979 IEJ7 IROO SS 123 is -1.0.0 4 / . - U4 = scale . 6.1 1.4 7• -0 6-11-4 0-0-12 LOADING (pst) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CS1 TC DEFL In floc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1'.25 0.59 BC 0.21 Vert(LL) n/a - n/a Vert(TL) 0.17 A >80 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.o0 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C-198/Mechanlcal, B-346/0-3.8, D-68/Mechanical Max Horz B-153(load case 5) Max UplifiC--158(load case 5), B--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-62 BOT CHORD B-D-0 BRACING TOP CHORD Sheathed or 6-0-0 oc purllns. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-22ft; 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 158 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSUTPI 1-95•quallty 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 responsibilitt for the correctness or accuracy of the design Information as It may relate toa specific building. Any references to Job names and locations -are for administrative purposes only and are not part of the review or certiflcatlon of the truss designer. LOAD CASE(S) Standard Customer No: 11.045 Customer Name: CENTEX HOMES ORLANDO Shopp No: 53906979 Contractor./Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979EJ7 53906979 EJ7A' I ROOF T 22 -1-0-0 r' 7-0-0 1-n-n - _ _ _ Sale - 1: 2 3 11 2-4-0 2-4-0 6-11-4' 4-7.4 7:.p 011 .0.12 LOADING (psi) TCLL 20.0 .SPACING Plates Increase 2-0-0 1.25 CSI TC DEFL in (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.45 BC 0.33 Vert(LL) Vert(TL) 0.18 -0.26 B >168 A >47 TL20 245/193 BCLL BCDL 0.0. 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.08 . D n/a Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 : ,,. TOP CHORD BOT CHORD 2 X 4 SYP N0.2 BOP CHORD WEBS 2 X 4 SYP No.3 REACTIONS (lb/slze) D-80/Mechanical, E-3/Mechanical, F-532/0-3.8 Max Horz F-132(load case 4) Max UpllttD--99(load case 5), F--244(load case 4) Max GravD-80(load case 1). E-50(load case 4), F-532(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, •B.C-63, C-D-.72 BOT CHORD B-F-0, E-F-O WEBS C-F--347 NOTES (3) Sheathed or 6-0-0 oc purllns. Rigid ceiling directly applied or 10-0-0 oc bracing. 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-22ft; 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 rlght.exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at Joint D and 244 lb uplift at Joint F. 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 trussidesigner accepts no responsibllit) 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 ffm ^a to N cc CD 4S ', 2 n 4+ i . Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979EJ7A 53906979 I G3C ' I ROOF S 7-0-0 7.0.0 A 1.5x3 II •B 2x5 II 240 700 2-4-0 4-8-0 Plate Offsets (X,Y): (A:0-1-0,0-e-101 rA•0-2-8 Ednel LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC DEFL In (loc) Wall PLATES TCDL 10.0 Lumber Increase 1.25 0.74 BC 0.35 Vert(LL) Vert(TL) 0.05 A >552 0.06 A TL20 BCLL 0.0 'BCDL Rep Stress Incr' NO WB 0.04 Horz(TL) >482 --0.00 D n/a 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 36 lb LUMBER TOP CHORD 2 X 4 SYP Not BOT CHORD 2 X 8 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/slze) C-345/Mechanical, D-1109/0-3.8 Max Horz C-136(load case 4) Max UpliftC--103(load case 5), D--257(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-61 BOT CHORD A-D-O, D-E-0, C-E-0 WEBS B-C--206 Scale GRIP 245/193 BRACING TOP CHORD Sheathed or 7-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES (4-5) 1) Wind: ASCE 7.98 per FBC2001; 110mph; h-22ft; 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) As•requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of it fabricator to Increase plate sizes to account for these factors. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at Joint C and 257 lb uplift at Joint D. 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. 5) H28R: Right end may be attached to 2x6 So.Plne BC of one or more ply girder truss with Simpson HUS28 or eq. Follow Simpson Instructions for Installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-8--60.0, A-D--20.0, D-E--434.0, C.E--20.0 ^�J- © 1D W cu L� N in a CD as � Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979G3C 53906979 I HJ7 ' I ENDJACK AUSS Job 9-3 -1-6-8 5.3-14 9-10.1 1-6.8 5-3-14 . 4.6-3 Scab - 1:' 9.51 IT,2 3X4 -- w21 \ . \ wt O 29311 F E 215 5.3-14 9.9.5 g. .1 5.3.1 d LOADING (psf) TCLL 20.0 SPACING Plates Increase 2.0-0 1.25 CSI TC 0.44 DEFL In (loc) I/dell PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.42 Verl(LL) 0.03 Vert(TL) -0.07 F-G >999 F-G >999 TL20 245/193 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL)- 0,01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell - 240 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purllns. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-435/0-3.8, E-387/Mechanical, D-243/Mechanical Max Horz B-183(load case 4) Max UpliftB--227(load case 2), E-47(load case 3), D--184(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-24, B-C--901, C-D-50 BOT CHORD B-G-845, F-G-845, E-F-O WEBS C-G-157, C-F--905 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h-22ft; 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 gfip DOL-1.33. 2)-Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at Joint Q. 47 lb uplift at joint E and 184 lb uplift at joint D. 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 deslgn.'Bullding 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 responslbllit) 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 certllicatlon•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 (pit) 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: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979HJ7 53906979 I CJ5 I ROOF TRUSS 110 Job 22 3.4 = 4.10-15 4-11 11 LOADING (psf) TCLL '20.0 SPACING Plates Increase 2-0-0 1.25 CSI TC DEFL In (loc) I/dell PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.27 BC 0.10 Vert(LL) n/a Ver1(TL) -0.05 - n/a A >275 TL20 245/193 BCLL 0.0 BCDL 10.0 Rep Stress Incr -Code YES WB 0.00 Horz(fL) -0.00 C n/a FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4.11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/slze) C-135/Mechanical, B-268/0-3.8, D-4a/Mechanlcal Max Horz B-111(load case 5) Max UplifIC--111(load case 5), B--72(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-42 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph;h-221t; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end verlical.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 111 lb uplift at Joint C and 72 lb uplift at joint B. 3) 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 verily 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 responsibllll) for the correctness or accuracy of the design Informatlon•as It may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ,3 W CD o t¢ `3 \ W N ` r rc N a CD4b z i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979CJ5 53906979 I CJ3 I ROOF 110 Scale - 1 —a - 2-10.15 LOADING (psi) TCLL .20.0 SPACING Plates Increase 2-0-0 1.25 CSI TC 0.08 DEFL In (loc) I/dell PLATES GRIP TCDL * 10.0 ' Lumber Increase 1,25 BC 0.03 Vert(LL) n/a Vert(TL) -0.01 - n/a A >999 TL20 245/193 BCLL - 0.0 BCDL : 10.0 Rep Stress Incr Code 'YES WB 0.00 Horz(TL) -0.00 C n/a FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Welght:•11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4•SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-69/Mechanlcal, B-194/0-3-8, D-28/Mechanical Max Horz B-70(load case 5) Max UpliftC--63(load case 5), B- 79(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-21 BOT CHORD B-D-O NOTES (3-4) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-22f1; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint C and 79 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 -Indlvidual 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 requlrenients.of the specific building and governing codes and ordinances. The truss -designer accepts no responsiblliti 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 4) administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 7" a o 1W N CO N O Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Sliopp No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979CJ3 53906979 I CJ1 I ROOF TRUSS 110 S. 0-10,15 0.11- 1 scale - I LOADING (psf) TCLL 20.0 SPACING Plates Increase 2.0-0 . 1.25 CSI TC '0.06 DEFL In Vert(LL) (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.00 n/a Vert(TL) 0.00 - n/a A >999 TL20 245/193 BCLL 0.0 BCDL ' 10.0 Rep Stress Incr Code YES WB 0.00 Horz(TL) -0.00 C n/a FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-133/0-3-8, E-9/Mechanlcal, C-O/Mechanical Max Horz B-40(load case 4) Max UP111113--98(load case 4), C--26(load case.5) Max Grav B-1 33(load case 1), E-9(load case 1), C-28(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-22f ; TCDL-6.0ps1; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at Joint B and 26 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 responsibllitl 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 certificatlbn of the truss designer. LOAD CASE(S) Standard N 50 co N O 7 • Customer No: 11045 Customer Name: CENTEX HOMES. ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF . Date Req:04/25/2003 Draw No:53906979CJ1 vlllvn-VIIVIIVw JJ 11'V/�AM-I-1.7-J 53906979 MV2 ROOF T 1-9.14 a 5X6 1.9-14 Scale - / 1-9.14 3" LOADING (psi) SPACING TCLL 20.0 Plates Increase 2-0-0 1.25 CS! TC DEFL in (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.01 BC 0.00 Vert(LL) n/a Vert(TL) n/a - n/a TL20 245/193 - n/a 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 Mtn I/dell -.240 Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-9-14 oc purlins, except end verticals. WEBS 2 X 4-SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (Ib/size) A-31/1-9-14, C-31/1-9-14 Max Horz A-22(load case 3) Max UpIifIA--7(load case 4), C--12(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8-9, B-C--23 BOT CHORD A-C-0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-2211; TCDL-6.opsP 13CDL-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) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss To bearing plate capable of withstanding 7 lb uplift at Joint A and 12 lb uplift at Joint C. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be•of size and type shown and centered at Joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior Joints. Bracing Indicated on this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building•deslgn. 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 CV 12 46 7 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979MV2 russ 53906979 1 MV4 8 b 3.9-14 2x3 11 3.9.14 3.9- 4 Scale: LOADING (psf) SPACING TCLL 20.0 Plates Increase 2-0-0 1.25 CSI TC DEFL In (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0.12 BC 0.04 Vert(LL) n/a Vert(TL) n/a - n/a TL20 245/193 - n/a BCLL 0.0 Rep Stress Incr BCDL '10.0 Code FBC2001 YES WB 0.00 Horz(TL) 0.00 C n/a ' (Matrix) 1 st LC LL Min Well - 240 Weight: 12 I4 LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-14 oc purlins, except and verticals. WEBS 2 X 4 SYP No.3 •.� BOT CHORD Rlgid ceiling directly applied or 10-0-0 oc bracing. REACTIONS • (lb/size) A-120/3-9-14, C-120/3-9-14 Max Horz A-66(load case 3) Max UplifiA.-32(load case 41, C--45(load case 4) FORCES (lb) • First Load Case Only TOP CHORD A-B-28, B-C--90 BOT CHORD A-C-0 NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-2211; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed; and verlical'left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection'(by others) of truss to bearing plate capable of withstanding•32 lb uplitt'at joint A and 45 lb uplift at joint C. 4) 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 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 verily 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 responsibilltl 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 5) administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard M N uT r, 7 s Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO' ' Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979MV4 53906979 I MV6 I ROOF TRUS1000 5=9-14 , 5.9.14 2x3 II UA G 2x3 II 5.9.14 5914 LOADING (psf) SPACING 2-0.0 CSI DEFL In (loc) Well PLATES TCLL TCDL 20.0 10.0 Plates Increase Lumber Increase 1.25 1.25 TC 0:34 BC 0.11 Vert(LL) n/a - n/a TL20 BCLL 0.0 Rep Stress Incr YES WB 0.00 Vert(TQ Horz(T.L) We - 0.00 C n/a n/a BCDL 10.0 Code FBC2001 (Matrix) . 1 st LC LL Min I/dell - 240 Weight: 20 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) A-200/5-9-14, C-200/5-9-14 Max Horz A-111(load case 3) Max UplihA--54(load case 4), C--74(load•case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-46, B-C--150 BOT CHORD A-C-O Scale-1:13.1 GRIP 245/193 BRACING TOP CHORD Sheathed or 5-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-22ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclose'd;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) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint/A and 74 lb uplift at joint C. 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-Indlcated and within 4' of Interior joints. Bracing Indicated on this sheet Is to reduce buckling of Individual members only and does not replace erectlon.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 �t5` (� lU) iV w z 55 � Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF • Date Req:04/25/2003 Draw No:53906979MV6 53906979 I M4B I MONO TRU 2003 1.0-0 5.5-10 9-4.0 1-0-0 5.5.10 3.10-7 . v 2a3 II D Sal 9-2-8 9 410 9-2-8 0.1.8 LOADING (psi) TCLL 20.0 SPACING Plates Increase •2-0-0 1.25 CSI TC 0.45 DEFL in (loc) I/dell PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(LL) 0.03 Vert(TL) -0.16 B-E >999 B-E TL20 2451193 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(fL) 0.01 .>683 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 cc purllns, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rlgld calling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) B-435/0-3-8, E-357/0-1-8 tr Max Horz B-127(load case 3) Max UplIfiB--179(load case 2), E--119(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B-13, B-C--660, C-D--124, D-E--82 BOT CHORD B-E-615 WEBS C-E--555 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-22ft; 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) Bearing at joint(s) E considers parallel to grain value using ANSIlTPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide -mechanical connection (by others) of truss to bearing plate at joint(s)-E. 4) Provide mechanical connection (by others) of truss to bearing plate -capable of withstanding 179 lb uplift at joint B and 119 lb uplift at joint E. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E. 6) Truss shall be fabricated per ANSI/1-PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior joints. Bracing Indicated on this sheet Is to reduce buckling of Individual members only and 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 ;; )r rn 0 0 N N � o � z i 3 1 Customer No: 11045 Customer Name: CENTEX HOMES ORLAND0 . Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979M4B Job Truss Truss Type Oty Ply Centex-Orlando/3514-Cf)sk/4 9-3, 53906979 M4A M` 7 1 Job Reference (optional) Universal Forest Products,lnc., Burlington; IJC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTak Industries, Inc. 1 ue Apr 22 16:46:28 2003 Page 1 .1.0.0 7.0-0 1.0.0 7•0•0 sale 1:13. W 11 C 3.00 12 wt T1 6 ' 81 I U4 - d D 20 II 8.10•B 7 0 _, �•,. 6-10-8 -" Plate Offsets X Y: B:0 0-12 0-1 8 LOADING (psi) SPACING . 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Ver1(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.16 'A >88 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 . D n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Wall 240 Weight: 25lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0.oc purlins, except and 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-343/0-3-8, D-26210-1.8 Max Horz B-97(load case 3) Max UpIiIIB--153(load case 2), D--85(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B-13, B-C-39, C-D--195 BOT CHORD B-D-0 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-22ft; TCDL-6.Opsh 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 DOLe1.33. 2) Bearing at joints) D considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint B and 85 lb uplift at joint D. 5) Beveled plate or shlm required to provide full bearing surface with truss chord at joint(s) D. 6) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements. Plates shall be of size and'type shown and centered at joints unless otherwise noted. Provide bracing -where Indicated and within 4' of Interior joints. Bracing Indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verily 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 andilocatlons 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: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979M4A JDD I cuss Truss Type City Ply Centex -Orland o/3514-C/sk/4-19 53906979 MGE4 MONO TRUSS 1 1 ' .1.0-0 7.0.0 1-0.0 7-0.0 Scale 1 20 D J:� c W 11 24 11 6-10-6 70 c 4n n LOADING (psf) SPACING • TCLL 20.0 Plates Increase 2=0-0 1.25 CSI TC DEFL In (loc) I/deft PLATES GRIP TCDL ' 10.0 Lumber Increase 1.25 0.24 BC 0.09 Vert(LL) n/a Vert(TL) 0.03 - n/a TL20 245/193 A BCLL 0.0 Rep Stress Incr BCDL YES WB 0.05 Horz(TL) 0.00 >396 E n/a. 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deal - 240 Weight: 26 lb ' LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2.X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purllns, except end verilcals. WEBS 2 X 4 SYP No.3 BOT CHORD Rlgld ceiling directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B-230f7-0.0, E--23/7-0.0, F-401/7.0-0 Max Horz B-97(load case 3) Max UpIIflB--108(load case 2), E--23(load case 1), F--135(load case 2) Max GravB-230(load case •1), E-10(load case 2), F-401(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B-13, B-C-42, C-D--31, D-E-15 BOT CHORD B-F-0, E-F-0 WEBS C-F--297 NOTES (6) 1) Wind: ASCE 7-98'per FBC2001; 110mph; h-22ft; 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) Truss designed for wind loads -in the plane of the truss only. 3) Gable requires continuous bottom chord -bearing. 4) Gable studs spaced at 2-0.0 oc. •5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at Joint B, 23 lb uplift at Joint E and 135 lb uplift at Joint F. 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 celilflcatlon of the truss designer. LOAD CASE(S) Standard .y )!I - M S* �) (V _ N }e -L d Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979MGE4 rru.4za 60am FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 35WL14R 006 Builder_ CENTEX Address: /Q CEDAR HEIGHTS CT. Permitting Office. CITY OF SANFORD City, State: LAKE MO ROE, FL Permit Number. Owner. CENTEX HOMES Jurisdiction Number. 691500 Climate Zone: Central l . New construction Pr existing New 12. Cooling systems 2. Single family or multi-fautily - Single EM61y _ A. Central Unit Cap. 30.0 kBt ilbr 3. er Numbof units, if multi -family 1 - _ SEER: 12.10 4. Number of Bedrooms 6 _ b. Central Unit _ Cap: 36.0 kBtulbr 5. Is Wis a worst cast? Ycs _ SEHR:12.05 6. Conditioned Door area (ft) 3515 W c. N/A _- 7. Glass area tit type _ - a. Clear - single pane 418.0 fe _ Mat ing ating systems - b. Clear- double pane 0.0 fta _ a. Electric Heat Pump Cap: 30.0 kBtn/hr e. Tirtt/otber SHGC - single pane 0.0 re - _ HSPF: 7.55 d. Tit tlodw SHGC - double pane 0.0 ft' b. Electric Heat Pump _ Cap: 36.0 kBtulbr 8. Floor types _ _ HSPF: 7.65 a. Slab -tan -Grade Edge Insulation R=0.0, 162.0(p) n c. N/A _ b. Raised Wood, Adjacent _ R=l 1.0, 450.0ft- _ e. NIA 14. Not water systems - 9. Wall types _ a. Dectric Resistance Cap: 50.0 gallons a. Concrete, Int Insu1, Exterior R=4.1, 1038.6 fix _ _ EF: 0.86 b. Frame, Wood, Exuxior R=l 1.0,1405.0 fe _ b. N/A _ e. Frame, Wood, Adjacent R=11.0, 208.0 fl' _ _ d. WA _ c. Conservation credits c. NIA (HR-Hent recovery, Solar _- 10. Ceiling types _ DHP-Dedicated beat pump) a. Under Attic R=30.0, 1998.0 fe _ 15. HVAC cmdits b. N/A _ (CF-Caling fan, CV -Goss ventilation, C. WA HF-Whole bousc fan, 11. Ducts _ PT-Progtammnable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6-0, 1.0 It - MZGMultizone cooling, b. Sup: Unc. Ret: Con. AN: Interior Sup. R=6.0, 1.0 ft MZ-H-Multizone beating) Glass/FloorArea: 0.12 Total as -built points: 47484 PASS Total base points: 50564 I hereby certify that the plans and specifications covered by this calculation are in complia he Florida Energy Code. PREPARED BY: DATE: y/SoiO 1 hereby certify that this building, as designed, is in compl'tance•with the Florida Energy Code. OWNERIAGENT: DATE- JUN U 4 3 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyG2uge OD (Version: FLRCSB v32) 04/30/2003 15:00 DEL AIR 4 4076614089 N0.425 P003 FORM 60Qt 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT M. BASE AS -BUILT ES F ditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points All 3516.0 25.78 16311.0 single. pear NE 1.0 16.0 32.0 43.65 1.00 1393.3 Single, Clear NE 3.0 20.0 7.0 43.65 0.98 299.6 Single. Clear NW 1.0 17.0 32.0 37.74 1.00 1205.0 Single. Clear SW 1.0 18.8 40.0 52.82 1.00 2110.6 Single, Clear SW 1.0 17.0 32.0 52.82 1.00 1688.1 Single. Clear SW 1.0 17.0 16.0 52.82 1.00 8".0 Single, Clear SE 1.0 17.0 32.0 56.64 1.00 1812.0 Single, Clear SE 1.0 17.0 32.0 56.64 1.00 1812.0 Single, Clear NE 1.0 &0 32.0 43.65 0.97 13562 Single. Clear NW 1.0 6.0 16.0 37.74 0.97 5W.5 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single. Clear SE 1.0 6.0 16.0 56.64 0.96 8732 Single, Clear SW 1.0 '6.0 16.0 52.82 0.96 813.6 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 16272 Single. Clear NW 1.0 5.0 19.0 37.74 0.95 684.2 Single, Clear NE 1.0 60 320 43.65 0.97 13562 Single. Clear NE 1.0 7.0 16.0 43.65 0.99 6882 As -Built Total: 418.0 20022.9 WALL TYPES Area X BSPM = Points Type R Value Area X SPM = Points Adjacent 208.0 0.70 145.6 Concrete, Int Insul. Exterior 4.1 1038.6 1.18 1225.5 Exterior 2443.6 1.90 4642.8 Frame, Wood, Exterior 11.0 1405.0 1.90 26695 Frame, Wood. Adjacent 11.0 208.0 0.70 145.6 Base Total: 2651.E 4788A As$ullt Total: 2651.6 4040.6 DOOR TYPES Area X BSPM = Points Type Area X. SPM = Points Adjacent 0.0 0.00 0.0 Exterior wood 18.0 7.20 129-6 Exterior 38.0 4.80 182.4 Exterior wood 20.0 720 144.0 Base Total: 38.0 182A As -Built Total: 38.0 273.6 CEIUNG TYPES Area X BSPM = Points Type R Value Area X SPM X SCM = Points Under Attic 1998.0 2.13 4256.7 Under Attic 30.0 1998.0 2.13 X 1.00 4255.7 Base Total: 1998.0 4255.7 1 As -Built Total: 1998.0 4255.7 EnergyGau DCA Fomn 600A 2001 EneryyGaugewlaRESI001 FIRCSB N32 04/30/20W 15:00 DEL AIR 4 4076614089 FORM 600A-2001 _ SUMMED CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT ##: EMM auge'v DCA Fam e00M2001 ErwgyGauqe*VgaRES2001 FLRCSS v32 FORM 600A;2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS: , , , BASE AS -BUILT ES R itioned X BWPM = Points Overhang Omt Len Hgt Area XWPM X WOF = Poin r Area Type/SC 3515.0 5.86 3707.6 Single. Clear HE 1.0 16.0 3.0 12.00 1.00 39 3.0 .18 Single, dear HE 3.0 20.0 712.00 1.00 .0 84$4. Single, Clear NW 1.0 17.0 32.0 1223 1.00 391.0 Single. Clear SW 1.0 18.8 40.0 9.22 1.00 369.1 Single, Clear SW 1.0 17.0 32.0 9.22 1.00 296.3 Single, Clear SW 1.0 17.0 16.0 9.22 1.00 147.7 Single, pear SE 1.0 17.0 32.0 8.34 1.00 268.2 Single. Clear SE 1.0 iT.O 32.0 8.34 1.00 2682 Single, Clear HE 1.0 6.0 32.0 12.00 1.00 384.1• Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, pear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, C30W SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear NW 1.0 5.0 19.0 12.23, 1.00 231.8 Single, Clear HE 1.0 6.0 32.0 1200 1.00 384.1 Single, pear HE 1.0 7.0 16.0 12.00 1.00 192.0 As -Built Total: 418.0 4314A WALLTYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 208.0 1.80 3T4.4 Concrete, lilt Insul, Exbedor 4.1 1038.6 3.31 3432.6 Extpria 2443.6 2.00 48872 Frame, Wood. Exterior 11.0 1405.0 2.00 2810.0 Frame, Wood, Adjacent 11.0 208.0 1.80 314A Base Total: 2651.6 5261.6 As-Sull70tal: 2651.6 6617.0 DOORTYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 ;, 0.00 0.0 6derior Wood .0 7.60 20 7.60 1 152..0 Exterior 38.0 • - 5.10 193.8 Erderior Wood .0 Base Total: 38.0 193.8 As -Built Total: 38.0 288.8 CEILING TYPES Area X BWPM = Points Type R Value Area XWPM X WCM = Points Under Atfic 1998.0 0.84 1278.7 UnderAtbc 30.0 1998.0 0.64 X 1.00 1278.7 Base Total: 1998.0 1278.7 AS-Bulh Total: 1998.0 1278 7 EnergyGauge* 13CA Form 60OA-2001 EnergyGauge RaRES'2001 FLRCSB v3.2 04/30/2003 15:00 DEL AIR 4 4076614089 N0.425 P006 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT 0: EneroyGauge- DCA Form 6OW2001 1 RRCSR V32 b4i.Sbl041S 15: 00 DEL AIR 4 4076614089 N11.425 D007 FORM 60OA-2001 S WATER HEATING & CODE COMPLIANCE STATUS I Residential Whole Building Performance Method A - Details ADDRESS: , , , BASE WATER HEATING Number of X Multiplier = Total Bedrooms 6 2564.00 15384.0 PERMIT #: AS -BUILT Tank EF. Number of X Tank X Multiplier X Credit = Jotal Volume Bedrooms Ratio Multiplier 50.0 0.86 6 1.00 2623.63 1.00 15741.8 As -Stilt Total: 15741.8 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 29496 5684 15384 50564 24914 6828 15742 47484 PASS Enw7jC,wge- DCA Forth 600A-2001 FftergyGaugeQ FlaRES'2001 FLRCSB `!32 04/30/2003 15:00 DEL AIR'4 4076614089 NO.425 D008 FORM 600A 2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , Water Heaters Swimming Pools & Spas Air DisMbutlon Systems Insulation PERMIT * __..w.. 2~- i+u1=r-w2 ICY 6121 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker elec4ic or a,tott must be pmvkjed. Extemal or built-in heat Irauin 612.1 Spas & heated pools must have covers (except solar heated). Non-comMelCial pools must have a pump timer. Gas spa & pool heaters must have a minimum themmal 612.1 610.1 604.1. 602-1 All duds. fittings. mechanical equipment and plenum chambers shall be mocha KODY attached, sealed, insulated, and installed in accordance with the criterta of Section 610. Ceilings -Min. R_19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceaiM & floors R 11. EnergyGauge- DCA Form 600A-2001 EneMyC' vVe0jFWMS'1001 FLRCSB v32 '� • - uCWCl7 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84A The higher the score, the more efficient the home. 1. New conaraction or cytoisting New, _ 12. Coolio l; systems 2. Single family or multi -family Single family - aL Cenbal Unit Cap: 30.0 kBwk 3. Nmuber of writs, if lowti-fanruly 1 _12.10 4. Number of Bedrooms 6 _ b. Central Unit SE@R Cap: 36.0 kBui&r _ S. Is this a worst case? Yes SEER: 1L05 _ 6. Conditioned Door area (ftl) 3515 M e. N/A - 7. Glass area & type - a. Clear - single panic 418.01N _ 13. Hating systems - b. Clear - double pane 0.0 fi' _ a. Electric Hat pomp Cap: 30.0 kBtu4u e` 1"mt/odxr SHGC - single pane 0.0 RX d. 71rNotba SHGC - doable pane 0.0 fe - b. Electric Heat Pump HSFF: 7.55 Cap: 36.0 Otu/hr 8. Floor types _ a. Slab -OD Grade Edge Insulation R=0.0,1620(p) R _ c. N/A HSPF: 7.65 _ b. Raised Wood, Adjxem R=11.0, 450.Ofe -- a N/A _. 14. Not water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons IL Concrete, Int Imul, Exterior Rr4.1,1038.6 fe _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 1405.0 flu b. N/A _ C. Frame, Wood, Adjacent R=11.0, 208.0 fe _ - - d. N/A r_ e. Conservation credits e. N/A (HR-heat recovery, Solar 10. Ce ing types _ DHP-Dedicated beat pump) a. Undo Attic R=30.0,1998.0 fe _ IS. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Goss ventilation - c. N/A BF -Whole boase fan, 11. Ducts _ PT Nogtamrmble 7leennostar, a. Sup: Une. Rct Unc. Ali: Garage Sup. R-6.0, 1.0 R _ RB-Attic radiant barrier, b. Step: Unc. Ret: Can. MI: b'►terior Sup. R-6.0, 1.0 R MZGMultizonc cooling, M2:H-Maltizome beating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Coruttuction Through the above energy saving feawres which will be installed (or exceeded) in this horns before final inspection Mawise, a new EPL Display Card will be completed based on installed Code compliant featwes. Builder Signature; ` *` Date: JUN 0 4 2003 AddressofNew Home: /oif CEDAR HEIGHTS CT. City/FLZip; LAKE 14OLME/32747 *NOTE: The home's estimated energy performmue score is only available through the FlA/RES computer program. This is not a BuOding Energy Rating. if your score it 80 or greater (or 86 for a US EPA/DOE Eaietgyszv1designati0n), your home may quay for energy efficienry mortgage XF-V incentives 4f you obtain a Florida Energy Gauge Raring. Contact the Energy Gauge Hotline at 321 /638-1492 or see the Energy Gauge web Jite at www.fsm ucf edu for information and a list of certified Raters. For information about Florida's Energy Efj&00,ey "e For,%aldnng Cosa &uct on, contact the Depm'nneal of COMMynity Affairs at 8501487--1824. F.mctgyGaugedl (Version FLRCSB v3.2) . RIGHT-J LOAD -AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project• • For CENTEXFOXAPOOBS N777,_i Cj ��a lWcl Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 32 °F Design TD 18 °F RebWee h Rnk lly 0 50 /e Moisture drffererlce 43 grllb Heating Summary Sensible Cooling Equipment Load Sizing Buhr q heat loss 46173 Bah Structure 35939 Bah Ventilation air 0 Cfm Ventilation 1980 Bbh VentilationBtuli Design � swing 3n Designn heat bads 46173 Bah mfg Infiltration ToUssens equip bad 306 Bah Meniod Sirr9ffiDd Latent Cooling Equipment Load Sizing Average Fireplacesquality 0 b*wd gains 2300 Bah Ventilation 2949 Bbh Heat' Cooling InSlbation 5528 Bah Area (ft) 3515 3515 Tohat btent equip. bad 10777 Bbh Volume (ft) 28120 28120 Air ch 0.70 0.40 Equiv. T0tEdeQu0,Twtload 47938 Bah A (dm) 328 187 Req. Wcapady at 0.70% SHR 4.4 ton Heating Equipment Summary Cooling Equipment Summary Make r1/a We rya Trade nla Trade n/a n/a n/a Na Efficiency n/a Efficiency n/a �fplA _ Hlealingg ouling 0 Bah Laterd 000big� 0 Bah Hea �' qtemp rise 0 °F Adualheatirg fan 0 Cfm Total 000kq Ack al co Goo g fan 0 Bah 0 Cfm Heating air flow factor 0.000 diTo3kh Cooling air flow factor 0.000 dmfth Space tomostat n1a Load sensible heat ratio 0 % Printout cerb7ied by ACCA b meet al retrernents of Man"J 7th Ed wnghltsoft RighlSuite Residential^' 5.5.06 RSR26014 2002-Apr-04 10:16:47 ` +A E:1Fi1es%f%Fox d Jacobs 20021351413514.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter mfiltratio i AVF 0.70 ach x 28120 ft3 ' x 0.0167 = 328 cfm Isolated zones = 0 cfm Total = 328 cfm 2 Writer inittration load 1.1 x 328 cfm x 32 'F V*WTD = 11548 Bhjh 3. Whiter ctttr-dtim HTM 11548 Bbh / 392 ftZ Total window = 29.5 BtuW and door area Procedure B - Summer Infiltration HTM Calculation 1. SrxmTer infiltration AVF 0.40 ach x 28120 ft3 x 0.0167 = 187 cfm Isolated zones = 0 cfm Total = 187 cfm 2 Sunvner ifitration bad 1.1 x 187 cfm x 18 'F &jTmerTD = 3712 Bbh 3. Surma hffi- lion HTM 3712 Btuh / 392 ftz Total window = 9.5 Bb A2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moistd'rff. x 187 cfm = 5528 Bbb rroceaure u - tquipment: Sizing Loacis 1. Sensible sizing load Sensible ver lotion bad 1.1 x 100 cfm vent x 18 °F SurmierTD = 1980 Bh h Sensible load for structure (Line 19) + 35939 Bhit Sum of ventilation and structure bads = 37919 Bbh Rs* g and terripwahme s kArV mum x 0.98 Equiprnent sizir19 bad - sensible = 37161 Bhih 2 Latent swig bad Latent ventilation bed 0.68 x 100 cfm vent x 43 gdlb moistd'rff. = 2949 Bush Ir iternal loads = 230 BbiT x 10 people + 2300 Bkh Infiltration load from Procedure C + 5528 Bkh Eq*vr rt sizing bed - latent = 10777 Bbf1 'Construction Quality is: a No. of Replaces is: 0 Printout certified by ACCA to meet all regrmerTrerds of Mani "J 7th Ed ,� wrrgl�tsoft Right -Suite Residential^' 5.5.06 RSR26014 2002-Apr-04 10:16:47 AM' E:%Files%AFox d Jacobs 20021351413514.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LDY BDRM6 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 52 30A 16.0 0.0 WIC/BTH2 FAMILY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 NOOK/KITCHEN b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 DINING/LIVING _ a n n a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 20A 32.0 0.0 a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0 BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 4.0 5.2 54.4 320 0.0 BDRM3 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30.4 16.0 13.5 BTH3IWIC BDRM4 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30A 16.0 13.5 BTH4 BDRM5 a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 16.0 0.0 „Q wtnghltsoft Righl-Suite Residential- S:5.06 RSR26014 2002-Apr-04 10:16:47 ACCA E:1FilesV%Fox d Jacobs 2002%351413514.rsr Page 1 MSTR. BR a n e c c n 0 d 1 1 90 1.0 1.0 1.0 5.2 54A 320 0.0 MSTR. BTHNVIC a n n c c n 0 d 1 1 90 1.0 1.0 1.0 3.2 20A 10.0 0.0 GAME RM a n w c c n 0 d .1 1 90 1.0 1.0 1.0 52 54A 32.0 0.0 a n w c c n 0 d 1 1 90 1.0 1.0 1.0 52 54A 16.0 0.0 wrlghtsoft Right -Suite Residential— 5.5.06 RSR26014 2002-Apr-04 10:16:47 �p{ E:1Files%AFox d Jacobs 200213514\3514.rsr page 2 PnIG} b%eRKSHEET r e ouse DEL AIR HEATING,AIR CONDMONING,R Job: 3514 8.29.01 109 COMMERCE STREET. LAKE MARY. FL 32746.6206 Phone: (407) 831-2665 tvvwtr+� c mtn Nwedmm EnlreHatse ZOIFE1 ZO E2 ff3ftundnedu Lergbde1 vial 3800 A 17DD A 210D A Cab19s COrdl. Cplon &0 hedlal d &0 A d o &0 d o IYPECF CST HTM Area Lmd"n Ame Lad"" Ame Lmd"L" Ame DFC61� NOIt Hlg I C19 OF) HO C19 OF) H19 Clg (W) Hlg CIg H4 C19 5 (loss a Im 4. 21 1264 - - 1iri4 - "" - - - - ExI b 13C 3 1 - - - - - .... - - w*ard c 12C 1 1 - - - leg - - - - peoub d 0 .... - .... .... .... .... ..» ..» e 0. 0 .«. .... .... .... »» »» .... »» 1 0. .». .... .... ..» ..» ..« «.. .... 6 N-d>Nsard a 1C 37 I'm "" - 170 gtassdoors b 8C 37 WA - - Hoebtg c 9C 38. "" - e 0. »» - .... »» 1 0. » "" - 7 V*dNeard NOVO, 2D. - 14(13 - 6S) - ^^ gbwdoors NE4,W 0. - 0 - - "» Caoig EJVV 54. - 120 104 - cEGVV 0. - 0 - Soub 30. - N19 "" 145D Horz 0 _ 0 »" 8 Ctwd=s a 11A 18 12 717 414 71 484 b 11A 1 12 0 c 0. 0. 0 9 Nd a IQ 4. 21 1 48M 2183 1 41M 2183 eared b 13C 3 1 245 91 91 vvatard c 12C 2 1 151 4349 2935 15 porlbons d 0. 0 0 e 0. 0. 0 1 0. 0 0 10 CP3igs a 16G 1. 1. 2154 2827 21 b 0. 0 0 c 0. 0. 0 d 0. 0. 0 I 0. 0 0 1 0 0 0 11 Fbors a 22A 25 0 1 4406 0 1 (Nair: room b m 1. 0 5 5% 0 51G c . 0', 0. 0 is dspl d 0. Q 0 krsbb a 0. 0. 0 Ib015) 1 0. 0. 0 12 h tttrafon a 29 9z 382 11548 37121 Z22 2102 fl0 isq 13 Stfkd oss=6r8.+11+12 "" 41M Lessedertalltedrg «» •••• »•• »» •••• »» »» •••• tedstibtltm .... .... .... 14 Dud loss V 4198 - WA 2359.... "" VA In - OA "" 15 Tdal bss = 13+14 "" 4m - - 25f154 »^ "" 210 - 16 Kgaits: P!'tolie@ 3DD"" 30M 7 - 2100 ^" 17 Subt1RSHgait=7+&&+Lt2@6 "'- «» 326R - - 11800 .... .... .... .... Lessedertelmoiig ».. «» 0 »» - •••• ••« •••• .••. •..• Lemkade ... .... 0- .... .... .... .... Coalrtgredsbbt�on .... .... 0 - - .... ».. .... .... t8 Dud gin 1 - 3267 - 1Bi3 1g/ "" 1 Y 19 Tda1 RSH gaiv(17+18) PLF 1DD - 3MM 1D0 - 1DJ 2D Airegtied (drt) "" 2200 22DD •••• 10[D •••• •••• AMDU oaffed by ACCA b meet al lequiet7le * d Maid J 7M Ed wtr->fg1 tfttsoft Right -Suite Residential"' S.S.06 RSR26014 2002-Alm-04 10:16:47 E:1FilesV%Fox b Jacobs 200213514\3514.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5.95 109 COMMERCE STREET. LAKE WARY. FL 327464M Phone: (407) 831-2665 For: CENTEX HOMES Notes: Design Information Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db i 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Relaytive Hgumidity 55 % Moisture difference 37 gr/lb Heating Summary Building heat loss 61228 Btuh Ventilafion air 100 cfm Ventilation air loss 3520 Btuh Design heat load 64748 Btuh Infiltration Method Simplified Construction ireslates n quality Average P Heating Cooling Area (ft� 3588 3588 Volume (ft') 33350 33350 Air changes/hour 0.7 0.4 Equiv. AVF (cfm) 390 223 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency Heating Input Heating output Heating temp rise Actual beating fan Heating air flow factor Space thermostat n/a 0 Btuh 0 Btuh 0 OF cm 0.000 cfm/Btuh n/a Sensible Cooling Equipment Load Sizing Structure 44442 Btuh Ventilation 1980 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 45493 Btuh Latent Cooling Equipment Load Sizing Internal gains 1840 Btuh Ventilation 2500 Btuh Infiltration 5569 Btuh Total latent equip. load 9909 Btuh Total equipment load 55403 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 0 Btuh 0 Btuh 0 Btuh 0 cfm 0.000 cfm/Btuh 0 % BOldiafc values'mVe been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W it"lgtht5pft Right-SWe Resift ia)^ 5.0.45 RSR260U 2001-May-03 19,11:16 /M EVi1eskeMexl3541%3UW541aim Page 1 RIGHT -I CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 3384 9.5.95 109 COMMERCE STREET. LAKE MARY, R. 3274662M Phone: (407) 831-2M Procedure A - Winter Infiltration HTM Calculation' 1. Winter infiltration AVF 0.7 ach x 33350 fP x 0.0167 = 390 cfm Isolated zones = 0 cfm Total = 390 cfm 2. Winter infiltration load 1.1 x390 • cfm x 32 OF Winter TD = 13723 Btuh 3. Winter infiltration HTM 13723 Btuh / 627 ft2 Total window = 21.9 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 33350 ft3 2. Summer infiltration load 1.1 x223 cfm x 18 3. Summer infiltration HTM 4411 Btuh / 627 ft2 x 0.0167 = Isolated zones = Total = OF Summer TD = Total window = and door area 223 cfm 0 cfm 223 cfm 4411 Btuh 7.0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0.68 x37 gr/lb moist.diff. x 223 cfm = %69 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent. x 18 OF Summer TD = 1980 Btuh Sensible load for structure (Line 19) + 44442 Btuh Sum of ventilation and structure loads = 46422 Btuh Rating and temperature swing multiplier x = 0.98 45493 Btuh Equipment sizing load - sensible 2. Latent sizing load Latent ventilation load 0.68 x 100 cfm vent. x 37 gr/lb moist.diff. = 2500 Btuh Intemalloads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 5569 Btuh Equipment sizing load - latent = 9909 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 • BokYRalic values 'ova been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,y wg nhtsoft Rigid-S#AeRwMedW—S.0.45RSR26014 20o1-May-0319,11:49 ADM Page 1 RIGHT -I WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5.95 109 commERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2%5 1 MANUAL 17lh Ed. Name of room Entire House ZONE 1 ZONE 2 2 Length of exposed wall 415.0 ft 238.0 ft 177.0 ft 3 4 Room dimensions Ceiiings Condit. Option 9.0 ft heat/cool d 9.8 ft heaUcool d o 8.3 ft heaUcool d o TYPE OF C MTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO Htg Clg (ft-) Hig Clg (ft-) Mg Clg (ft') Htg Clg Htg Clg 5 Gross a 14 4.6 2.1 1764 •"' "" 1764 270 - "" 0 1440 »'• ;;;•, «» «» Exposed b 12 2.9 1.9 1710 «« •�« .... walls and c 13 3.2 12 308 ••" »" 308 "•' "» 0 partitions d 0.0 0.0 0 "'• "" 0 "" 0 ..» ..» »« .... 01 0 f 0.0 0.0 0 0 6 Windows and a 1C 37.0 421 15560 "" 260 9610 "•' 161 5951 glass doors b 8C 37.0 •' 112 4140 "" 112 4140 "" 0 0 •� Heating c 9C 38.7 36 1394 "" 36 1394 "" 0 0 d 0.0 0 0 "•' 0 0 "" 0 0 e 1 10.0 0.0 0 0 0 0 "" "" 0 0 0 0 - "'• 0 0 0 0 "" «�• •�.• 7 Windows and North 21.1 236 "" 4988 214 '•'• 4533 22 "" 456 •'•• I glass doors Goofing NE/NW' E/W 39.4 58.4 12 244 "'• "" 473 14228 12 106 '"' '�'� 473 6177 0 137 '�" '... 0 8051 •"' � SE/SW 47.4 10 497 10 497 0 ' 0 South 30.4 67 "" 2034 65 "" 1976 2 '"' 58 Horz 0.0 0 "" 0 0 "'• 0 0 "" 0 8 Other doors a 101 14.7 9.9 58 854 576 58 854 576 0 0 0 b 0.7 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 1413 4.6 2.1 1407 6483 2897 1407 6483 2897 0 0 0 exposed b 12C 2.9 1.9 1450 4199 2834 179 516 348 1279 3684 2486 walls and c 13C 3.2 1.2 290 914 339 0 290 0 914 0 339 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 1 1.1 1.4 2109 2227 2922 668 705 926 1441 1521 1997 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 238 6169 0 238 6169 0 0 0 0 (Note: room b 2 2.3 1.0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is drspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 121 Infiltration a 21.9 7.0 6271 13723 44111 466 101991 3278 1611 3524 1133 13 Subtotal loss=6+8..+11+12 "" 55662 "" "» 40983 "" "" 14679 •"' '•" "� Less external heating "" 0 "" "" 0 "" 0 14 Less transfer Dud loss •"• 109 0 5566 "« •• 100 0 4098 "" •'•• •• ' 10° 0 1468 ��,• 15 Total loss = 13+14 •"' 61228 "" "" 45081 "" "•' 16147 16 Int. gains: People @ 300 8 "'• "" 2400 6 "" "" 1800 2 '"' "" 600 0 •••' Appl. @ 1200 2 1800 2 1800 0 17 Subtot RSH gain=7+8. +12+16 '"' '»' 40401 "" "" 25620 .'... "» 14781 �• Less external cooling "'• "" «" 0 .... - 0 ..� ; '� •" 0 �� .,.. ••.' Less transfer •• 0 0 18 Dud gain 10° "'• 4040 10 •"• 2562 10, "'• 1478 "" 19 Total RSH gairy-(17+18)'PLF 1.00 "" ".. 44442 1.00 "" "" 1400 28182 1400 1.00 - 800 16259 800 20 Air required (cfm) 2200 2200 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W ng}-ITE;O{� Righ}Sude Reside�dW- 5.0.45 RSR26014 2001-Ma�03 1911:49 E:*-1eslcerdexii54=U113541a.ns Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R .lob: 3384 9.5.95 109 COMMERCE STREET. LANE MARY. FL 3274"206 Phone: (407) 831-2665 W N D W S K Y D I R W A � G L Z L S S O N A S O T H V G N H E M D G Z L O O V X O V Y W H T C H M W N R S H R SITTING a a a c n n n n s s se se a b b b c c � n 0 d I I n 0 90 1.0 n 0 d 1 1 90 1.0 150 10.0 2.0 6.0 8.0 .4 30.41.0 47.4 19.0 20.0 19.0 20.0 MASTER BEDROOM a n a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 20.4 9.0 0.0 MASTER BATH a a a n n n w sw b b c c n 0 d 1 1 90 1.0 n 0 d 1 1 90 1.0 1.0 1.0 1.0 1.0 5.0 5.0 54.4 47.4 16.0 - 12.0 0.0 1.5 FOYER a n w a c n 0 n 1 1 90 1.0 1.0 9.5 2.0 87.4 12.0 0.0 DINING a n w a c n 0 d 1 1 90 1.0 1.0 10.0 6.5 54.4 39.0 0.0 KITCHEN LAUNDRY a n s a c n 0 d 1 1 90 1.0 1.0 11.0 3.0 30.4 7.0 0.0 BREAKFAST - a n s a c n 0 d 1 1 90 1.0 1.0 11.0 6.0 30.4 39.0 0.0 FAMILY a a b n n n e s n a a a c � n n 0 0 d d 1 1 1 90 1 90 1.0 1.0 5.0 29.0 1.0 11.0 6.0 8.0 54.4 20.4 39.0 48.0 20.5 0.0 LIVING a b c n n n e e e a a c � n n 0 0 n d 1 1 1 90 1 90 1.0 1.0 11.0 11.0 2.0 2.0 3.0 8.0 87.4 54.4 6.0 6.0 6.0 14.3 W nghtsc>ft wynns„ae - � E:1FieslcadeuCi5A1i354ri7541a�u Resided" s o.4s RSR26014 20p1.May0319:11:49 Page 1 a n e b c n 0 n 1 1 90 1.0 1.0 0.5 4.0 87.4 19.0 1.6 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 0.5 .5.0 54.4 23.0 1.5 BR3 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 23.0 0.0 BATH3 BR5 a n w b c n 0 d 1 1 90 1.0 1.0 0.5 4.0 54.4 16.0 1.3 BATH 2 BR4 a n s b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 16.0 14.1 GAME ROOM a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 32.0 2.1 a n e b c n 0 d 1 1 90 1.0 1.0 0.5 5.0 54.4 16.0 1.1 wnghtsoft RVA-Sufte Re iderM- 5.0.45 RSR26014 200144ay-0314.11.49 ACM E.Wkslam4oc\35410M 3541a= Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET. LANE MARY. FL 32746-206 Phone: (407) 831-2665 Proje6t Information For Notes MODEL3514 Weadher: Orlando AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 T Heating Summary Bu" heat loss 46173 Bluh Verdiabonair 0 Cfm Ventilation aiir loss 0 Bbh Design heat bad 46173 Btuh Infiltration M&W Sirrlpfi6ed Caishxbon F qY Average �� Heag1g Coo�i;g Volume (ft) 281205 281205 hab AO AAir EqUv. 328 18 Heating Equipment Summary We n/a Trade rl/a n/a EWden y n/a He Heab a4d 0 Btuh Heabm term rise fan 0 mi Heating air flow factor 0.000 drnlBtuh Space tlnerrrlostat rJa Summer Design Conditions Outside db 93 "F Inside db 75 "F DesigiTD 18 'F Prange M Rela" hhuray 50 % Moisture difference 43 gr/h Sensible Cooling Equipment Load Sizing Sbucture 35939 Bbh Verdabon 19M Btuh Design. Use 44rperahue swbi9 3A °F TR�fs0.98 ens egwp load 37161 Bhh Latent Cooling Equipment Load Sizing Internal gars 2300 Btuh Verifflation 2949 Btuh Infiltration 5528 Btuh Total latent auip. bad 19M Btuh Total eakwient bad 47938 Bbh Req bfal capa* at 0.70% SHR , 4.4 ton Cooling Equipment Summary We n/a Trade n/a n/a n/a d0 sensmCooiLatent coofi g� Ruh TAckd cooling tan 0 drn Coofng ac flaw factor 0.000 dm/Btuh Load sensbe heat ratio 0 % Pr UA catfied by ACCA to meet al w%xernerlts d Maid J M Ed wnghtSoft RighlSulte Residential- 5.5.06 RSR26014 2002-Apr-04 10*16:47 ACA>- E:1FilesWox & Jacobs 20021351413514.rsr page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 031-2665 Procedure A - Winter Infiltration HTM Calculation' 1. Winer i Ration AVF 0.70 ach x 2812D ft' ' x 0.0167 = 328 cfm Isolated zones = 0 cfm Trial = 328 cfm 2 Wr16er irdlbation bad 1.1 x 328 Cfm x 32 "F WriterTD = 11548 Bhh a Wkiler i ihation HTM 11548 Btuh / 392 ft2 Total window = 29.5 BkjW and door area Procedure B - Summer Infiltration HTM Calculation 1. Sunlrner infiltration AVF 0.40 ach x 28120 ft3 2 Sumter iiftation bad 1.1 x187 cfm x 18• a Semler r0auon HTM 3712 Btuh / 392 ft2 x 0.0167 = 187 cfm Isolated zones = 0 cfm TOW = 187 cfm "F Sew uTD = 3712 Bhh Total window = 9.5 BtulA2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grim moistdiff. x 187 cfm = 5528 Btuh Procedure D - Equipment Sizing Loads 1. Seri+ Sing bad Semble verdiadon bad 1.1 x 100 cfm vent x 18 °F %TnuTD = 1980 Bhh Smsible bad for sfixbjre (Line 19) + MM Btuh Sum of vat6lation and shx11re bads = 37919 Btuh Ratng and terripwAme swig mLdkbw x 0.98 Exfi Onerd ssiziV bad - sensUe = 37161 Btuh 2 Lafat Sing load Uderd ve dtilation load 0.68 x 100 cfm vent x 43 gri b moistdiill. = 2949 Btuh Internal loads = 230 Bbh x 10 people + 230D Bbh bAlkabon bad from Procedure C + 5528 Btlh Egigxrlert sizkV load - Wert = 10TT7 Btuh -Cionsfixclion Gluaity is: a No. of Foepboes is: 0 Rilo1d caU7ied by ACCA b meet all mgiaernaft d Mar"J 7th Ed ,�- Wr-19htsoftt Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10,16:47 E:1Fi1esWox 6 Jacobs 200213514t3514.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LDY BDRM6 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 52 30.4 16.0 0.0 WIC/BTH2 FAMILY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 NOOKIKITCHEN b n e a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54A 40.0 0.0 DINING/LIVING a n n a C n 0 d 1 1 90 1.0 to 11.0 52 20.4 32.0 0.0 a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 4.0 5.2 54A 320 0.0 BDRM3 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 52 30A 16.0 13.5 BTH3IWIC BDRM4 a n S C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 30A 16.0 13.5 BTH4 BDRM5 a n e C C n 0 d 1 1 90 1.0 1.0 1.0 52 54A 16.0 0.0 '% , WnghtsOft RghlSude Residential" 5.5.06 RSRz6014 2oo2-Ap 04 10 16:47 E.WdesWox d Jacobs 20021351413514.rsr Page 1 MSTR. BR ' a n e c c n 0 d 1 1 90 1.0 1.0 1.0 52 54A 32.0 0.0 MSTR. BTHMIC a n n c c n 0 d 1 1 90 1.0 1.0 1.0 32 20A 10.0 0.0 GAME RM a n w c c n 0 d .1 1 90 1.0 1.0 1.0 52 54A 32.0 0.0 .a n w c c n 0 d 1 1' 90 1.0 1.0 1.0 52 54A 16.0 0.0 . QZ., • wnghtsoft Right -Suite Residential^' 5.5.06 RSR26014 2002•Apr-04 10:16:47 /r,CK E:1Files%RFox & Jacobs 200213514%3514.rsr Page 2 '0j RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDMONING,R Job: 3514 a.29.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 mta 1aCPixJs Nanedwun Er*eHmm ZONE 20r1E2 2 Le gbd , ; -s- wJ 3WO 4 I= 4 21008 3 FSrundrrmb 4 CormOpkn &0 hadbcd d 8.0 d o 8.0 d o TvFECF ml HTM �� " A+ea E 4K)SM Hot H� C19 (r HO C19 (F) ► O (W) Ho � He cog Eked b 13C 1. 9E vw* and c 12C Il 1 pe�tis d Q 0. «.. «.. »» .... «» .... .... ».. e 0. .... »» .... .... «» «.. .... .... 6 V1Ndmsard a 1C 37 3M 111WEi glass doss D 8C 37 14A Hang c 9C 38 ••» •.•• ••.• •••• d 0. e 0. ».. ».. .... »» 1 0. 7 V*dwaard Nollh 2Q "" 14IB "" go "" »" Ow dons NEMW 0. ^» 0 "" - ^" Co " ENV 54 '^' 12621 "" mm .0 SE161/V 0. "" 0 So�l� 3Q .... 16 »» 149D .... »» Horz Q 0 "" 8 Cl W d=S a 11A 1 12 717 484 7 484 b 11A 18 12 0 c 0. 0. 0 9 Net a 14B 4. 21 1 4884 2183 4M4 2183 e�o�d b 13C 1 291 91 91 wolsard c 12C 1 151 4349 29% 15 pe�9ions d 0 0. 0 e 0. 0 1 0. 0. 0 10 Ce&Vs a ICG 1. 1. 2154 ?W b 0. 0. 0 c 0. 0. 0 d Q 0. 0 e 0. 0. 0 1 0. 0. 0 11 Floors a 224 0. 1 44� 0 1 (N le: nxm b m 1. Q 5 585 0 51G C 0. Q 0 e d 0. 0. 0 bslab a 0. 0. 0 Doors) i 0. Q 0 12 bilbaft a 29 9 11548 3712 2102 I'M 161 13 &VdJbsr6+a+11+12 "" 41M "" "" "" "" Lrssexbrdhe*V»�- Lessbarder .... .... .... .... .... ..» .... «» .... ..» 14 redhn Dud b� 4M - "" .... VA In "" .... "" 15 Tdalbss=13N4 ^" 46173 - 16 btgans pwpb@? 300 Ic- 30D 7»» 21co »» »» 18m "" in 17 S1dd FSFIgarF7+8 +12.16 ••• - 37Ej _ •••• •••• «» .«. »» � Lessbarder »» »» 0 .... ».. ».. .... .... .... Cooing n Aon ... .... 0 .... .... .... .... .... .... 18 Ductgan - 3267 1V/ 1Ha3 1Q - •••• 19 TcWRSHg*Fjl7+18)7iF 1ID - 3 B 1m "" Im - 1 iD Aimq"d (� "" ?7flJ zw _ 1� ••••V=4••� PlilW oeltEied byACC4 b meet al regkonelds d Mamd J M Ed we-egl-►tsOft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-04 10.16.47 E:1FilesUlFox R Jacobs 2002t3514t3514.rsr Page 1 � 4 s: / artlpua a� I Z�t f ��.b M n n n •n cO,,.t z, J 3 Ar 2 - REVISIONS iMtRA1M+R .L r/o 1/' rK DOOR I REV. N0. I ZONE: I DATE: I ECN N0. APPVO: I DESCRIPTION - 1 02 1 11/00 1- Mww I Ott (I) WAS (2) FOR TRACK BOLT HORIZON (p oo011K W1 (f0 n JJM rIor /.IOAlDfUt 0t Jt1T (fO►, Sorrow M01111G) D vo Y 13 G DKr. M r(.o /W410. (3 It; d • .31000 L♦o sosM LISTED L3r1t.�p5mr'n x .1r.,aJ w �. one. vo r ' + 1swwrllrioi, a/r ® ® ® �M IO�y t ®® � 11►. J-1/J•.13 M aur. nf6 IIUOI w«n. 4 rA" wives noM& M _ REPORT#9606C `paw. C 3• ..,y�9 G u-we► NrI1O011M10~QLjA irO�Y-WO O�I< Y.WO O. YCIIOn, si .)M M _ //. 0Ir///' S w .RK /MOH pp0pMo.1p11f1� 1yI rp r.9' wcr �p1y� or (i) J(�I1pws (s+a.M). �p�iW a oWft %%LV 1wa mU m, W 1ta1'(rswwr�/'[1ool�Miol}iw OOoss Orq )'-0 1/01 t011 +t+/J OI (q stC110M7 (Mor YO/11� (WJ 10J KOWID) IO ►IIP�O[ . IIUN 1OIMIYO rt0► YONWk f1 . P 00 IT Ro Wr) swr.cs. Ilos)o1rtK crass ao not 1Rwsrtk Lo1o. t+/ �, rs,s arts to G 1/n. ouv. � oo slss 6 -I r 1r�n Ind�i p JL�p to G Glr. nm MIX s11Lt V rOLOLO WIDI ++'*^ -• 1 CKr ff[(y IINOt 1'•) 1s G 1/11. 1RL 19 LOT S Iwg; ►YI p" sun y ' � am 9/1.J1/D�.� fyo' •�. JMVI CGi110 11M 0.♦0 lore 110 >1CIO'J ►OI Ur0 / ++ 1 (�'•q Iq iRloll M10tR. • Wrt0.011 1�p1Q Sw► un" (no.Oss a N save (. 1 . c COM1�1 a �1 '.villa ) 1�, , „y, 1 K .i� 1/♦1. dmmt0�o•ees[t,erm (L u��1y5r�op100 (7Aoo r�:T71` '� 44 0/ 0 0 ford\ fiml IJ G "v. s too OQ Lw�1KCNr� g�j��(�� a�J 0 Kmi �1 yyy ��_ A�ppyypp wa1rt. 4011 MM TYCOM. rOgl! WV K �yyII411M1 1>' G v JTm WompM.g1�J1f hJ v' • +) /IYCl10 dtr:•lo r (.) s►01 on of 000R (/yr nrt Kollolm) TO /110.10[. /W91 _� 10 (KM t IMr W ANIl Nd//' WlQ "'�'L 1101MOY0 slrvAat noMiOMK arltl 00 M0T NM « 1/♦1i/P 10.JIN r•1 1 •� • IGr►'1 1t71 DO NNK. twnra Io10 a Iw 1/.• ON I/rOf ourMM= ono J• ow v ar. slak to 414 nu so11sA Cl: � 4°' R !Is!"" ^ e► ,..... en .w +.n ti ..e r6caft mom /w 1- r� (siu3 tFAS 3. 1.13 U49 4) 1 .3Jowlw sesMX. ( w yp� tlt OJFtn a. rrJ surronro srllu[1VRK naltrrs DESIGN 10Ap3: +20.0 PSI k -I�.S PSF Q_' r0la.srlalo*Mg 401 sotL7i�M n l ►onsrmTEST LOADS: +30,0 PSF k -37.0 PSI O 3'tlIL.JOG oaV. s1sp V-t OA slot SOLIa DOOR /1 . ME, /.nsld .L J+O wive sll(s lax 01o1Cts Ms wane on. w1 PART NO.:I16" 0-w a "a .no v0lnral A A ue1 r1a v.W Art uro rRr c oils � Irv♦/sMwou //.w)IJ ssJu ksubIwor MIM 1 . . sn/ T~ wars 1001 a �.. ....- IDEAL Num I=w, (,a,eoc TOLERANCESr. d Koh r.0 . k.03 o3 w/ o mft ru"`i a w « I.u.. r 00 • *•014 DESCRIPTION: NOOEL ORST w/ 10-0 s 0-0: Is/-2s.3 O[SION LOAD %rnDcone+ wcna.s00, ORAWN BY: BMM DATE: a/10/00 SCALE: NTS OWC,R r/ •llrs//' snsc rR4 sGM r �+ !�l �" ' °i•"` Dgra/ • s: 1/7 CHECKED BY: MWw DATE: ./10/00 SHEET I OF 1 SIZE 1J a vurR rpfWkstle►. /!/' p ( • °nr'Oww" mw wow1o. OWO. NO.: 102130 IREV. N0. 1 co 0 I �M DfSICNATf1N• Th.nns-Tru In -Swing Door Wood %ram- Syst— nro1GN PRESSURE RATING , �,� �r fr0lrtuA� ene Sngu vp to S'4 . e'0 ./wo sden••s MAx tG• 0.0. Singe Positive.67.0 PSF Nsgoltve 67.0 PSF -AXOoubfe up to a'4 x e'0 ./wo sidoC s 7Single with Sidelita Positives 47.0 PSF Nogal;" 47.0 PSF r�r r councUrineue• •' , • •� • 4 Double w/wo SidOIibs Posftiv+ 47.0 PSF Npotiv. 47.0 PSF x " x0. OHO. fa• OXXO r.Frr_o.r erer•aaruu+r The hood and side jambs on fxVOWnt Pift meome.V a min, 4-9/16' with a :/2' robbet.d Step •"'` . •� ;� ,.� ',• 3/16• WCON t441t ta• wG 1/2' OMM" TYPE ANGWR 3' • .tom• DRIYALL IYK AMt741 1 +_ n .t �. . ,: • • !� WrarWr tsliTt as KCK 2/I6* WCON rrM rs COMGtm t •!AD .MYa O :• d&M BLOCK Mf.10 ,lurD !, f . � tr SW-etiCR ,t . • .� .-, :' TD Ix SUa-&1Gt 1/2- WVWAU �_ :i. r >i. - •, .., a .-4 .. 2/+e• TAPCON 1 r 2 /IRR.2 ..� : t/Y nmw.t .:/r tYPE ANCfiOR 1 1 r 2 ntwa jam.,+.. aw rAPCON OF EOLNL =:i '`r • ':. °' • (233 LD. SNEAR RAItMC) ' a` (340 rote 2) \ �, i%�•' � to J-1/S• .4: ,•� 4v' V. r �i�Y•�` :•+ •;;:� • ter � •, f 2/Is• TAPCOM �1• t ?L'y.}y,1s!••ts SOB I . TnE ANCHORSw✓V SPACf� W. `li�i r r.1c --1 •vr+rx soE .wle •• = 1.1s w 1. 111ie system hw Peen ewfuoted for use N locations cohering to the florieo Bw709 Code ► ;• rttnitat sot sure ono wars presses rspuirwments as detemlined by ASCE 7 "mWm Design Leads for 90din92 t ✓•' one Other Structures do rot exceed the design Pressure rotlegs fisted herein • or . 2. For instofations when the sub -bucks leu Von 1-1/2' (feC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 one 1707.4.4.2) Topeon b" Cor4fete onchors must be used and the length must be such blot a niglmurn 1-1/4' enMa vent of the Topeon into the masonry wall is obtained e13.U4,7e21 III t1s4 aY: r.t_M. Gat. BT: -X DRAWM NOt . T12201 SW 1 r 1 main IIESICNArpow Thermo-Tm Art-S." Door Wood 17omeo Syslah WAMIJU HMa•!t NOYb1At SITE• Supls up to 6'4 , e'0 ./w sldNns r f4AX 16' 0.0 •e •• •'c.tL-'N PRE55UAf s71NA_ 4blgle Single Sidelit" Positive 67.0 PSF Negative 67.0 PiF Positive 60.0 PSF Negative 60.0 PSF Oorbfe .a a e'4 s e'0 ./w sldeGtss • • ; " :' '� with �ouDle w/wo Sidelitsa Positive 47.0 PSF Negative 17.0 PSF unto LYU(A tbs11ON�• x, OX. XO. OXO, Xf. Oxx0 f•.Pw:au OT�RtPItON� The Mod and aids jambs are nft" M One meoaunnq o min 4-0/16' .IU o 1/2' rob"ted stop, d MASONRY LYHIEL J/1E le• 0.C. e• TAPCON 1 a t fTRRINC C :t . •• Tt'PANCHOR y Y4SOWRY uNlta �' ORfVALL 1 , 2 FIRRINC j-1J' ♦ ,1. ^� OATWAu 1— • Sn/I�e' APCON ��• 1 9 < i 4 x euC 3/fr TAPCCW .. yy TYPE ANCHOR •f ... 23• (2lS L&�SNfiK WHO) TYPE • . •^ •.. •r, •,: SHIP SPACE ,t • Q8 9 r '^+r •` '' a/fe• tAPWM J 233 „ 1 di�B I r .; '•` HEAD ,tWB NCHOR n '�.� - ,~„� � e , 2-t/2' t.73'-1 ��j¢� o ^; �::cam+ •� �... f0 1x SUB-Bt/Gt NTAD JWB PfN ,. t5 .• y"W)W BLOCr .IS' Ma.ED •� �.. .f - •; ,� • SHIM SPACE t.23' YNy, '. �: ::�.. o • g :^ 'r: �� RIM %, S/Ir TAPCON Am� Tim Aw-%vR QCO TAPOCw OR EOWI S/10• iAPCON I �••�.v :,' �!S 1.13' 1.' TYPE ANCHOR ��•iT� S es . .��,��• � '. � . ti'• pi W SPACE r ' f ' 4N� : !,•,.•• S •? jxam mmm ��;Iti �e , 2-1/2� "elf• .. •',r , 1 r�c�q•.✓;: - PAN WS . .•li. C-plot 1 aL P+NRINC • 'j 'i.� VEXfIG,I SIDE dW8 tX BUCK ro Ix SUB -Boat ••. Jf B 1 , 2 FIRWNG lIQIE 1. This system nos been evoNob0 rer we to loontions odherkp to the Aorido Bw7dirl Code :.•,; C- ORYWILL and .Mre pressure rpuinrnertts as OeNrmineo by ASCE) Minimum 0esign Loads for Buildings Sm Bypt and Other Structures do not smood the design pressure ratings Ustsd herein. ^s•:. h:• VERY" SLOE 4WD ,!.•;,...;. ro 2 For instoWtions whom the sub -Muck Is loss than 1-1/2' (FBC section 1707.4.4 Anchorage Methods ' • • and iub-sections 1707.4.4.1 and 1707.4.4.2) Topton "a concrete anchors must be used and the "th must be such that o minimum 1-1/4' ongogomeal of We Topton into the moso" wU is obtained. • . ' I When using o 1X sub -buck a 6-0/16' jamb is ropulred to *No. for min. edge spacing for Topton type anchors 7&�f'1•�, ;.;: :. rya -••.-:'- , .� �; •''•,r"; a:f • �:': air ^..:• : i. , e13.Oe4Ja31 oATE: 4n/o2 SCA L• N.T.S. " : D1QpfLDES1GNsnON Thermo—Tru to —Swing / OLt—Swing Door wood Frames System DESIGN PRESSURE RATING UMMl1M OVERALL, NDMINAI. SIZE Single up to 5'4 r 8'0 1 /wo sidetites Single Positive 67.0 PSF Negative 67.0 PS-1 Double up to 8'4 x WO a/wo sidelites Single with Sidelites Positive 50.0 PSF Negative 60.0 PV yvRlr eDNFTc1IR:noNe• X, OK XO. OX0. XX. our) Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF GENERAL DE=PDON, The hood and side jamb$ en roged0inl One measuring o min. 4-9/1!' with o 1/2• rabb$ted stop. DOUBLE 2X �• s o- 1,'r.nRi HEADER . i.' r.:r f • I/J• oA1rNl slluna/c ... .. ��' � � d SINC F DOOR DOOR 27t STUD Y a — 2X JWx• STUD .n+ us ••� Y. ^%f sS• _ i:M vat IS' leK 25•►wc . &MW SPACE VVMCAl SIDE AMD 1.IS• tdM GAL e.o• ea• s.o• 1 I ( � Aa 14' IYVr� T I I TJ I v SINVIF OR poualf, DOOR WRN SIOEt.RES_ T This system has boon evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design LoodS for BwTdlip and Other Structures do not exceed the design pressure ratings listed herein. �'4.�•t •.N. , • i 61 S.se4.ie31 aR: 4/7/Ol ewe ILT.a DrG ur: ru CIOL or. Ilw. THERMA oTRU® 1FIBER p ASS107 SMOOTH STAR• 04SWNI0"SWLE AND DOUBLE W/a WAUr8ID8JTES INSULATED FIBERt1tJtiSs DOOR WITH WOOD FRAMES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-OADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS L.WW AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RA71NG SEE TABLE PAGE 1. 5. THIS PRODUCT j>QES NO7 MEET THE WATER REOUIREMENTS FOR MIAMI-DADS COUNTY. 6. MIAMI-WADE APPROVED IMPACT RESISTANT SHUTTERS evc RFO TIRED FOR SIDFLITES ONLT. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Foee hs estssheets: Fibergloss avg. min. yield strength Fr(min.)-6.000 psi or - 0.070 minimum skin thickness Fiber Jossic 0.110' minimum skin thickness Core desien: Polyurethone foam core. withl.9 lbs. density by BASF. ee�The pogel skin is constructed from o 0.070' thk. oompound (SIIC/. the interior oov9ty is dLed rilh 1.9 Ibs. decay BASF Poyurethone loom. The pp�1 tote :heels are glued to the wood stilesp� toib. Tht `K krlch soles nirdon:vd wM o vood N1el block meoswrg 2 375 s 14.0 lung al the *ae and deodboll bcotion the hugs Ab is finger Jointed P6n and the top and bottom rod We of o wood eempeaitr moterlol U the Ooarble door appFcatmn the kroHire doors fatted waN on estruded olumirwrta asUsgol (Wind Awraee s) of 6063-i6 olky. Ike Inane is eonslrueted Iron Fa Jointed pipe. The er as tan o the side wnbs with (3) 16ga 1/roroen a 2_ long goptp of Loch side. The muAions ore secued together in o $Write 0QO tion :sing /E 12' kmg PFW Woad Screws (6) sosws per each =11im. Ihs units use on Intwing Soddh Uuestaotd meosawing 5.75' s L.W. pd.f rsl iM $idelile poneb on sondeirh geig using o two I>iece ol-a-tNirome-. 'Inel ore dry gloted on the edriot wilA on 1/E' thk cWubr plait (olTie jToal�q "ed ad IN He banes ore held TABLE OF CONTENTS SHEET / DESCRIPTION 1I TYPICAL ELEVATIONS k ;ENE;ENEKAL NOTE VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS ♦ HORIZONTAL CROSS SECTIONS do NOTES H L INS & AI 6 ANCHORING L CA IONS h GLAZING DETAILS 7 UNIT COMPONENTS BILL OF MATERIALS k UNIT COMPONENTS 37.5 MAX OVERALL WIDTH 36' MAX. PANEL WIDTH a 0 ru �u O 0 N o L eINr.I C wSwING UNrt 74.5- MAX. OVERALL FRAMs muiry] 36.625' MAX. I PANEL WIDTH I w ASTRAGAL u x ago x N N V DESIGN PRESSURE RATING UNIT TYPENOT INFILT REQUIREMENT IS N EO SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF WITH SIDELITES + 55.0 PSF - 55.0 PSF 105.5- MAX. OVERALL exaMt mum 36.625' MAX. 15.5' MAX. PANEL WIDTH --j W/ASTRAGAL I FRAME WIDTH D ��T 13.7s' MAX.x. I� WIDTH 68.5' MAX. OVERAL MAX, 36' MAX. I PANEL WIDTH FI D 7.125' MAX. D.L.O. WIDTH 15.5' MAX. FRAME WIDTH 13.75' MAX. WIDTH 7.125' MAX. D.L.O. WIDTH OLj S0 co o=°° %so" 20. ues: � D I to a 6'bg 0 N "Z N �'g,O Bw ®e �L A am er• TJI MANUFACTURER. �TL. ��+� �,t as W. RN �Yi�iNU CTURE . 1V / � o-- --��_A2, -1, T ry I a- i am �11 2 5 O OD \,V DOOR PANEL INTERIOR a i N O; n T EXTERIOB ego s h �! FOAM GASKET & ao SILICONE CAP BEAD 41 = NOTE 1 SHT. 4 Li 5* MIN. a CLASS TNK. SEE NOTE 5 SNi 4 813.684.3531 Come No_ mki of / / ,- ...�_- 24 SEE NOTE 2 8 SHT. 4 27 INACTIVE U� ZY ASTRAGAL RETAINS 31 BOLT 8.0' I.G. TOP BOTTOM (2) BOLTS LNYJWR At TOP * (2) AT BOTTOM 14ORIZONM CROSS SECTION 0 ASTRAGAL 1. 15' MIN. Eme. t--.25- MAX. SHIM FOAM GASKET & SILICONE CAP BEAD ACTIVE SEE NOTE 6 SHT, 4 FOAM GASKET & SILICONE CAP BEAD 4 36 S Sn 41 26 9 10 29 S NOTE I 37 SHT. 4 SEE NOTE 7 SHE 2"X HORIZONTAL S SECTION 0 HINGE JAMB TO SIDELITE c UIDA \ R, GJENTQR� &Ji; DrU.NUFACTUREIR NAME-8 =Y,1=00.4 813.8114-WI ra 08/! 01 me 112 1 - 1: a en Ti" L 9P RW U" 00- S-2151 In 3 or IL 1.1.7 MIK. 1.15' MIN. EMBED. EMBED. .15' MIN. 13 , 15' MIN, C-SINK C-SINK e' �jd .25' MAX. SHIM SPACE 1HORIZONTAL rR)SS SFCT10N 4 LATCH JAMB TO BUCK. NOTES: 1. SPACING FOR REM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.57. 16.5 . 27.5. 38.375'. 49.375' Q 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 It 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE L%ACTK DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1' 3. 5. 18.25' 40.5'. 59.25. 74.25' 76.25' & 78.25'. 3, THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. S. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (1e x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB. FROM THE TOP DOWN AT 13.5" 31 . 48.5' 66'. THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME, THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE REM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELRE AT THE MULLION USE REM NO. 37 (110 x 1 314' SCREW). 2� uzd ^a FOAM GASKET & SILICONE CAP BEAD 1 7 'Oa t0 EXgeIQB .• 's INTERIOR t0 6 26 9 2 .25' MAX. 4 HINGE JAMB TO BUCK, SHIM SPACE i mo z 36 In 4t to 29 13 3 SEE NOTE t = a SHT. 4 31 STRIKE 1►>1�B�B 4 O STRIKE JAMB TO SIDELRE �• ;rm 61 a' re; SEE NOTE 7 SHT. 4 /0 I T O�,j F� N 4a o to 5v�� =I �Zo� ui O W O 6 i ID a 813-W.3E31 we KM Na No_ 5-2151 1 4 or SEE Non 3 SHT. 4 SEE DETAIL 'F" SHT. 5 6" 6" 3" 3A6- 6• 63'3- 33. TYP Tip. TYP. SEE DETAIL 6" 6 ��SE 3ESHT. 4E 1 H N _ n - 0; N SEE NOTE •� SM. 5 SEE DETAIL 0 n y 13 N 6 SHT. 4 ' SHT. 5 TYP. Typd E DETAIL SEE NOTE - - = " SHT. 56 SM. 4EE DETAIL 13 SEE NOTE• sM. s -- TYp. , s►rr. 4SEE DETAIL -C- •C-TYp,_ 'G' SHT. 5 14 TYP. _ _ -� 14 TYp. 1_ TYP. B 3-.,4 -•1 6� 63 3- 6� 3' 3• 3" 6• 6" 6 ® Yi/®Y�.� AB.0.s*Fv SINGLE WIBE DOOR W I %TRn M-ANUFACTuRER NAME, A e.357' BOLT DEEP ENOUGH FOR A 2• 13 BOLT THROW u 10 c u 13 tole DETAIL -F- DETAIL 'H' ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL •E• STRIKE CLACTE TO FRAME DETAIL 'C' AT THE THRESHOLD OJ +a ('tT SEE DETAIL n SHT. 5 N ~� SEE NOTE 4 SM. 4 Lj N �NO00 ��0� N �OWO �3Q� �v �OD a 813.684.3831 t 06 10 0 4t N.T.S. a sr. TJH c or. RW auto W, 5-2151 ar �a 6 CENTRAL FL 1- •11"++.+• L�1 � o V.Y o il]� �l O ,,,A, N J FAC Ir RER SEE DETAIL .� r' SHT. s - _. _ ----- - - — 6' 3- 6" m �0 6'-i 63- 3' �6. 3'..1 36 63- f•-3- L I I r 1 1- 13 SEE NOTE I - 13 i Typ, 3 SHT. 4 SEE NOTE SEE NOTE �. SEE DEi,UI n 3 SHT. 4 - N r' SM. 5 � 13 n TYP.SEE DETAIL - - - c' SM. s 13 - SEE DETAIL N SEE DETAILJ DSEE DETAIL Typ J' E- SHT. 5 H E' SHT. 5 IN, SM. 5 - 13 - IYP. I TIM SEE DETAIL 9(' 'K' Typ. M �o r SEE NOTE G' SHT. 5 14 L. 14 14 — 4 SHT. 4 TYP - 14 TYP. TYP. II 3- �1`6 ' 3' 6'--i 3. -.4 6' 6• -�1 6" 3- SEE NOTE 3' ' 6' _ 14 4 SHT. 4 6" 3 ® ® TYP. DOUBLE DOOR LNG E DOOR W/SIDELITES .453- GLASS BITE .463' CLASS BITE 1 32 10 1 33 32 34 25 1/8- TEMPERED EXTEBIQB 25 1/8- TEMPERED CLASS IQ CLASS O .• o. 40 �. .. 25- AIR Q. • ,': lj .25' AIR ,o..: o n SPACE O• , : P. C SPACE 0 •: o :. O. o. .9 ':. �: O Y O '� Z� 1/B' TEMPERED Z Y 1LASS GLASS ASS TEMPERED OR 36 i Y 41 GLASS 2 �+ SE NOTE v' 36 6 S 1 SHT. 4 e 41 " �z 6 a SE NOTE 1 25' STEEL INTERCEPT - a 25' STEEL SHT. 4 SPACER INTERCEPT SPACER S' INSULATED GLASS W/ S' INSULATED GLA55 W/ TCM LRE ER.e4E GL 5 DETAIL BTS LITE FRAME GLATINC DETAIL O!� F� N co Rp20 8 Z L, U) 1A MOWO K3Q0D � �°0r° a 011684.,M31 s 08 1 O 0' vL N.T.S. a all Tim L W. RW WM $a: S-2151 m 6 a 8 tuft 1•CI P tiJLI X JL-".,; J„J I-... .- . - 4.563' T 1.063' F— t a In 7 7--Zj -7 ? 2 � WOOD FRAME FINGER JOINTED PONDEROSA PINE ILL � F - .097' 33 Pi��iIP��E MRUDFD STS 2.141' F 691' --I I r n L IN�N(„�DELfTE 15 j�07TOlABO07 0.09' EXTRUDED VINYL WALL 0 0 0 0 4 x 4 STEEL DOOR HINGE F-1.077-- j �•-1.531' —1 42 CIAEIITE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE O i F-1.531 • m OSc SC!gM RAIL 11 w00D COMPOSITE ----1.531' —•I O Er. TOP RAIL WOOD COMPOSITE "'IE# % P(X � N 0 Do 1.077- —j ^ p tn 0 -ID -T S¢pp� g I I �OW O H—�i-.526' 0 j 00 O SIDEI ITE BLANK SIDE STILE 36 2 713- FINGER JOINTED PONDEROSA PINE CD _ rr��R��L��ROPLNEI_ tt41��1 t0 a O PI s�CLPEME jDED�j�M 1.264' a . N ^ n O L 1N 3 {--- f.531 • --i cr I ATCH SIDE SIR F COMPOSITE 5.75' T . 11 ui N O� i-1.531- 4 TE O FC. BOTTOM RAIL SEI F AQU /STING cAQDLF THRESHOLD WOOD COMPOSITE r AII/LINumAiNY1_ S' WALL ALUM. 19 ORO' THK. WALL VINYL 1YP 2.375" r' 1 0 L 30 WOOD LOCK 9LOGK FINGER JOINTED PONDEROSA PINE 613.654.3831 t++ TO �r RW oa ro_ S-2151 17 or I 1TBERgASS t 118UN ASSC 000R SKIN .110' WL TML 1160QASS BY 1KER1(A-TRU with OW Amodh F I 4000 06 2 Fr TOP R011 1.53I x .94 lNuU M-IRV v000 IT: LAXH SIXE -MV v= CDMWM 1331 + 1.209 WO00 C000M 1 1 + t WOOD S Tr_ BOTTOM Rd I.S31 i 125 IIIDTIN-lAU ww COYPOSItE i oowu6<fE poLyt)RETKANE FOAM (BASF. 1.91ps. FOAM 7SHM REACH COMPRESSION MEAT qnw -IRV L rApuw _ 4 4 HIND 097 THK. ERMA-TRUSTEEL FOAM FOAM 1010 + 4 P1H N'00O ID From STEEL 11 SE V= K 11111, + 91 1106M-IRU tIRD 1 110 itI.G. PFH sit 1 x2 1 PFHM STEEL 1 1 T N AN OR CO 2.0 MIN G. VI/ I TT M BOOT . EXTRU N 16 2s INNER WOOD Blip( WOOO 17 MAX 1 4 SHIM MA WDOD 1 1 KYY1K TTTAN 700 SERIES PASSAGE LOCK - M. D a 1 + a 4 KMKSrr TITAN 700 SERIESD 7 ASTRAGAL WINUJAMBEWaALL IN 2 NSUTA GLAS - MG 6 5 -T I -Illy + I WOOD 7 8 x 1I.G. PANHEAD SHEET WTALSCREW STEEL 28 VIS1YRiG DOOR BOITDM SWEEP VINYL -WI316- cm MUM WOOD 3 1 s 1.515PODUEM 1.153 + I W000 CO1d 06TIE SRK-0 APE CEUULAR33 - ]PLASM LIP UIE BTS At23 BLANK J" iRU POtIOER064 PNE SRE -TRU I.Aw i .C36 POIQR06A PY4 x 1 t . PFH SCR L Ce SI R4L ISSI + 91 Af1e111-1RU R0.O T US I N SI N 41 -1 1 1 PLASCR FOR 4 4 SE�IR w t sm WA tSlt 8 x LG. PFH WOOD SCREW ST L OSS. 7OP RAIL WOOD COMPOSITE 1.316' .592' 3179 Go O' LONG REANP N R FOAM CELL CORE W NYL JACKET 3' T F a Oj .175 !� COMPRESSION WEATHERSTRIP BY THERM4-TRU FOAM CELL CORE W/VINYL JACKET / DRILL TRU FOR .357' VIA ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS ANDJAMRFR 11 WR6RT STRIKE PLATE ee Iemu anc CnIF COMPOSRE _T 1 MATERIAL C/R1�Q If �R & YELLOW CH O 26 55 WOOD HINGE SIDE sn o+0 to ASTRAGAL HAS n (2) 8.0' e N BOLTS O BOTTOM N BOLTS O TOP ?4 NINDJAMSER 11 WR6Bf u�INllu -057' WALL TYP. nn• ,1 dV z S 613.664.301 or. Tit ft RN TIC ND- 5-2151 i e or 3U14-21-2002 09=S2 MILESTONE WINDOWS 407 323 9729 P.02 E=deI5 "b2ftmHonI/,ltA;; 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 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 lb") 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 VV and a precast sill's thickness will exceed 1 'I/1". The drawings dearly delineate the requirement that a minimum embedment depth of 1 V4" 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 Mao. Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4..4.2 of the Florida Building Code. 2540 Jewett Lane, Sanfo.d, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 1 JUN-21-2002 09'-52 MILESTONE WIND061S 407 323 9729 P.03 ll<J1l(� The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Amoruso, PE ra»orUSO•oe@florida xtruders 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 62G15-23.001, F.A.C. A rubber stamp seal was -also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. • . Me: ZW2-L-M-RlI -W9 2540 34wett Lane, Sanford, FL 32711-1600 • (407) 323-3300 • Fax (407) 322-3337 2 40•-0' 3'-0' * JI'•6• V 4' f CA"e 1 RIS 25 SH 25 c 4' 6• (12 -2�1) p•-n• FP. avT. (•22/ -24) W-0 VJ• (+22/ -2N E I EGRESS (V h4 T m • oM I Ai 9 BDRM 9 :n se C'•^'!Lb Z I MASTER EiDRM ea cas I RiS - r� s � J^ e — .9 r_�. $ ' S' 5•_Q• J'_6• 3••0' •4 '� m m6etL n . "w s slwaTe -- _ 5 •� � � S ' - 9, I it n • i # lase A2, w,. - LrM Ia 3 S eI' WI , is w C ac ev n I ir 3'•b• 0'�` U •I!' JR b LLL L. BDRM 14 0 e o•.�s N=ry Jt , g v-3 �hH uj � � } I/4•e ' ro �x• r.l w• .l 16.6 �T ;AM- ~ GAME ROOM I i e'o• tL0 '� S � .iR ?' (T) h4 PON aY • 5'-I• ie 10'•0• E ror4l0 Q C Rio BATH •3 a o 1tFs T,�i4� °'�'� `r IR•9 s s.ee JJ'-aD' 25 5H BDRM •3 022 -24) \11ry S G'b 3'-0' 3'-6' 2-25 SH Wryn - b X ww 2'4• W-1 6AV 1'-J WV AIR tANDLER TO HAVE A Mao. 4• C EARANCE ON ALL SIDES AND LOSURE SPACE SHALL HK V WIDER THAV APPLIANCE. LEGEND 3'•O' 210.6e Tv n VERIFIEDI® SIFFIGIENT FOR o ISME-lw _ LOADS. I 0 6 aI, WAG ALL 57gIC WOOD HEADERS E- TO BE Oa�LE 7• X 10• W/ V!' PLRCH. V.LESS NOTED Oi►IEpUSE ,0 ' e BDRM �1 O'046 7V.be - 2ND FLOOR PLAN e 1/4'e1'-0' W..C• EGRESS •-9' 25 5H W-01R' 25 SH 6•-4 3A6' W-0 VW V-3 NO ! b• W.4- a STAIR INFORMATION P y. HEIGHT:9•-4• PULL HEWIr 11 1 LEN6fR: 13'-6• � w'�e °r' RISERS: 16 o V EACH • / / co�Ie 7.4IroP PUTe TREADS 15 0 10 4/5• EACH ---- s•flIL $TIaDS ♦ >< wta tEV" AR IIIII cmL A/C CLOSET DETAIL A CABINET SECTION SCAh LE- '.r-W I x.... yr . ro• a I`I � . m op N R J � 6SHOWEF O' t .s a U*) ch ,� 8 ` ' I wi T-al �'' i�'-0� ` 12'-4 ^ IST FLOOR FL,YZZZZZA 7!� 4 A 20'-8' g•.4• 3 l 6 40•_®• r•Wba: NOTE: SEE STAIR DETAIL :o �Sl9iRlSAN€ .� M~ IN STRUCTURAL SHEETS I+ u g >_ NOS, LIVING ROOM ENGINEERING FOR ADDITIONAL m ALL WALLS TO BE 3 1/2' eoCAA=..I..,..� ..I..I�•»•� CONSTRUCTION INFORMATION UI OTHER"SE NOTED. 255H 25SH A• m •.n �' (+22/ -2q) 022/ -2W - CUT DOY'R•1 2x12 TRE.4 n•_6. r IX& BACK 2x12 STRINGER 5514 STAIR RUN DETAIL Lou / I i / Al 00 00 0 AREA CALCULATIONS C IST FLR LIVING: 1542 5F 2ND FLR LIVING: Ig13 5F TOTAL : 3515 5F GARAGE: 441 5F COVERED ENTRY: 141 SF TOTAL 410g SF PARTIAL FLOOR PLAN 'V 9. M U4'el'-O' AREA CALCULATION5 A413 15T FLR LIVING: 15,42 5F 2ND FLR LIVING: 14113 SF TOTAL : 3515 5F GARAGE: 441 5F COVERED ENTRY: 12 5F TOTAL : 34114 5F NTm br. 61— Acs4 3'•Im' 6'•B' 3'-W I dlarJlee br W" e•ez 01-a01 FRONT PORCH 6 eoctb �wrr I' 9 M tau« ABOVE (rrP! Sheet I • TI/IIG P{f�/4iT {lIIG ^�TI•"4 2 I g•_4• � of: 0 I 0 I 0 O I I ti M 0 uI o r\ clu tr3 cr3 Sri CJS CA CJ1 ' 40-0-G U U L..1 U U U 20-8-0 19-4-0 40-0-0 ROOF TRUSS LAYOUT "C' N.T.S. Vz x = CENTEX ORLANDO n O z PROJECT: 3514 C ROOF °ATE` N..TS. ' SCALE: N.T.S. QUALITY PRODUCTS FOR QUALITY BUILDERS REVISION: DATE: BY: REVISION: DATE: BY. NOTES: THIS oRAWINc IS. THE PROPERTY of UNAAiRSAL / 9WFENER L.L.C. AND IS NOT TO BE USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNIVERSAL SHOFFNER L.L.C. THIS ORAMANG MUST St USED IN CONJUNCTION WITH ALL OTHER TECHNICAL DRAWINGS SUPPLIED BY SHOFFNER INDUSTRIES. INC. AND 'BRAONG WOOD TRUSSES: COMMENTARY ANO RECOMMENOA- TIONS' AS PUBLISHED BY THE TRUSS PLATE INSTITUTE FOR INDUSTRY STANDARDS IN ERECTING TRUSSES. NS IOCATEO AT 593 O'ONOFRIO DR. SUITE 200(TPI . WI 53719 (NOB) 633-5200 0 I 0 I 0 UNIVERSAL FOREST PRODUCTS SHOFFNER, LLC. 5631 S. NC 62 PHONE (800) 476-9356 BURLINGTON. NC 27215 FAX (336) 226-9403 0 I 0 I 0 .D 1-0 40-0-0 owl I as 17-3-8 3-1-0 19-7-8 du-8-U 19-4-0 40-0-0 — 0 m 0 CUSTOMER NAME: I CENTEX ORLANDO O; PROJECT: 3514 2N0 FLOOR DATE: 0 J-2 6—OJ QUALITY PRODUCTS FOR QUALITY BUILDERS SCALE: N.T.S. REVISION: DATE: BY: REVISION: GATE: I BY: NOTES: THIS oRAYANO IS THE PROPERTY OF UNIVERSAL / SHOFFENER L.L.C. AND IS NOT TO SE USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNIVERSAL SHOFFNER L.L.C. THIS DRAWING MUST St USED IN CONJUNCTION WITH ALL OTHER TECHNICAL DRAWINGS SUPPLIED BY SHOFFNER INDUSTRIES. INC. AND 'BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDA- TIONS• AS PUSUSHED 6Y THE TRUSS PLATE INSURITE FOR INDUSTRY STANDARDS IN ERECTING TPO TRUSSES. ( IS LOCATED AT 583 O'ONOFRIO OR. SUITE 200 IMDMON. VA 53719 (606) 833-5900 0 I 0 I 0 .o �y ��H m r 0 UNIVERSAL FOREST PRODUCTS SHOFFNER,LLC. 5631 S. NC 62 PHONE (800) 476-9356 BURUNGTON, NC 27215 FAX (336) 226-9403 -- --- Ntd-Al N Q �dN D 3 C� (O r 2 v, a to BUILDER: CENTER-FOX&JACOBS PLAN : MODEL 3514 LOT SUBDIVISION DATE: 8.30,01 DRAWN BY: VTORRES 30.+ REVISIONS Vel Per DATE. BY Heatinq, Air Condltionlnq & pefrlgeration,kc, 0 4, 0 410 2 T C 109 Commerce Street /6/03 pd 5ufte 1101 bake Mani Fl. 32746-6206 Phone; 407-85I-266� Fax: 4n7-* 3MW5 C7'5 !41 ONE BY v000= BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE — 6 WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) (WI DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE 6 PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EOL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS a CAULK BETWEEN . B.W. WOOD BUCK & (BUCK'WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS 3/16' DIA..TAPCON ONE BY WOOD BUCK BY OTHERS —� 1-1/4' MIN. c EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D. 1/4' MAX. (SEE NOTES)., FLANGE TYPE WINDOW FRAME . HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL c a I BY OTHERS NOTES: SECTION A -A I ) SHIM AS RE0-0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE' SHIM STACK TO BE 1/4'. D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1 /4" INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D, 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON - ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN_ EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A TR CTUAL TWO BY WC100 BUCK SE SCREWS OF SHIM AS REO'D. RIGID VINYL 1/4' MAX. GLAZING BEAD (SEE NOTES) (T.YP.) GLASS (TYP.)(SEE NOTES) 'FLANGE TYPE WINDOW FRAME JAMB CAULK' BETWEEN WINDOW FLANGE t WOOD BUCK V.V: (WINDOW WIDTH) SECTION g-g VA ELEVATION I LENGTH TO .ACHIEVE 1-3/8" MIN. EMBEDMENT AT VIEWED FROM • EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. 1-1/4' MIN. EMBEDMENT D STU 0 BY OTHERS v m i o .PERIMETER • CAULK BY OTHERS CAULK BETWEEN WOOD BUCK 6 MAS'Y.. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS Aio TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PsF TO 70PSF 30PsF TO 40PSF 41 PsF TO 70PsF SIZE SIZE 12.18 1/8 x 25 8 8 F.G F.G F.G F,G 13 18 1/8 x 37 3/8 8 8 8 F.G F,G 14 18 t/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 F,G F,G,H 1 16 18 1/8 X 71 a 8 F G F.G.J.K 17 18 1/8 x 83 8 8 F,G F.G IH2 25 1/2 x 25 8 B F.G F,G 1H3 25 1/2 x 37 3/8 8 8 F,G F.G.H.1 1H4 25 1/2 X 49 5/8 8 B F,G F,G.HJ 1M45 25 1/2 X 55 1/4 8 6 F.G F,G.HJ IH5 25 1/2 X 62 8 B F,G F,G,H,I 1H6 IH7 25 1/2 x 71 25 1/2 X 83 8 8 F.G.J.K F.G.J.K 30 1/2 x 26 29 1/2 x 25 B 8 8 8 F.G F, G 30 1/2 a 38 3/8 29 1/2 X 37 3/8 B F.G F, 30 1/2 a 50 5/8 29 1/2 X 49 5/8 8 8 F.G F.G.HJ 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 8 F.G F,G,H.i 30 1/2 x 63 29 1/2 X 62 8 8 8 F.G.H.1 F.G.H.1 30 1/2 x 72 29 1/2 X 71 8 8 F.G.H.1J.K f.G.H.1 30 1 2 a 84 29 1/2 X 83 2 36 X 25 B B F.G F, G 23 36 x 37 3/8 8 8 F,G F,G 24 36 X 49 5/8 B B F,G F.G.HJ 245 25 36 x 55 1/4 36 x 62 e 8 F.G.H.1 F,G.HJ 46 36 x 71 8 8 F,G.H,I O.E.F.G.H.1 27 36 X 83 8 B F.G,J,K F.,G.H,I,J.K 42 x 26 41 X 25 8 8 8 8 F,G F.G.H.1 42 x 38 3/8 41 x 37 3/8 8 8 F,G F.G.H.1 42 x 50 5/8 41 x 49 5/8 8 8 F,G,H,I F,G.H,I 42 a 56 1/4 41 X 55 1/4 8 8 F.G.H.1 D,E,F,G,H,I 42 x 63 41 x 62 41 X 71 B 8 F,G.. I D.E,F,G.H,1H 42 x 72 42 x 84 41 X 83 8 8 F.G.J.K F,G.H.I.J K 48 x 26 47 X 25 8 A.0 F,G F.G.H.1 48 x 38 s7 x 37 3/8 8 A.0 F C F.G.H.1 5/8 a8 x 50 5/8 47 X 49 5/8 8 A.0 F.G.H.1 F.G,H,I 48 a 56 1/4 47 X 55 1/4 B A.0 F.G.H.1 O.E.F,G.H.1 48 x 63 47 x 62 47 x 71 8 A,C F.G.H.1 D.E.F.C.H,1 48 x 72 47 X 83 R F 0EFCHIJK 48 x 84 52 1/8 x 25 8 A.0 F,G F,C f.G F.G.H.1 32 33 52 1/8 x 37 3/8 8 8 A.0 A,C F.G.H.1 F.G.H.1 34 52 1/8 X 49 5/8 8 A.0 F.G,H,I D.E.F,G.H.I 345 52 1/8 X SS 1/4 8 A.0 F,G.H•1 O.E.F,G.H.1 35 52 1/8 x 62 52 1/8 x 71 8 A,C F.G.H.1 D.E.F,G.H,I 36 37 52 1/8 x 83 B A,C F.G.J.K O.E.F.G.J.K•J.K - 37 SIZE NOT AVAILABLE IN t000 OR 1500 SERIES. FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA r..�, TITLE: INSTALLATION DETAIL _ SGL. HUNG FLANGE WINDOWS - SERIES I000.,.I500 & 2000 DRAWN BY: B B APPROVED BY: FLEX0016 DATE: 10 / 09 / 0 1 SCALE: N T S PRODUCT' & APPUCAT104 ENGINEERING. INC.: 250 INTERNATIONAL PKY., SUITE 250. HEATHROw. FLORIDA *32746= PHONE. 407 805-0365 FxX 407 805-0366 J•• M CAULK BETWEEN WINDOW FIN b SHEATHING INSTALLATION ANCHOR n8 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS j' MIN. EMBEDMENT SHEATHING TWO BY WOOD BY OTHERS BY OTHERS \ SHIN AS (SEE NOTES) GLAZING (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW —as.— WINDOW WIDTH 1/4' MAX. SHIM SPACE SHIM AS REO'0. TWO BY WOOD STUD BY OTHERS (SEE NOTES) IFLoaw 1/4• MAX. GLAZING (TYP.) SHIM SPACE 'p , �� 13 (SEE NOTES) Nl �. GLAZING (TYP.) (SEE NOTES) STUCCO ' r" BY OTHERS CAULK BETWEEN WINDOW .FIN SHEATHING b SHEATHING BY OTHERS SECTION A -A FIN TYPE WINDOW FRAME HEADER WINDOW WIDTH A e 24' O.C. . MAX. (TYP.) WINDOW HEIGHT FIN TYPE WINDOW FRAME S144ARBLE SILL STOOL BY OTHERS TWO WOOD BY OTHERS `• I'MIN. EMBEDMENT �• • �T 4 • -! . � �irL • SPACE (TYP.) L ' MAX. J (TYP.) 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR FIN TYPE WINDOW FRAME JAMB EMBEDMENT \ SHEATHING BY OTHERS / CAULK BETWEEN WINDOW FIN b SHEATHING PERIMETER INSTALLATION ANCHOR CAULK. N8 WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B—B NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE •1 /4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD BUCK. 4) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL do JAMBS. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUOERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL' INC SANFORD, FLORIDA TITLE:INSTALLATION DETAIL W/#8 SCREWS. SINGLE HUNG FIN WINDOW - SERIES 1.00Q, 1500, & 2000 DRAWN BY: BB APPROVED BY: DATE: 12/ 13/Ol SCALE: N. T. S. DWG.:FLEX0026 •SHT 1 OF 2 ____ __ _ ___ .___._..-•.�._.��.,...r t ncn wrrouATinNAl CIfVY Vt7TF A-M HFATHROV_ FLQRIDA 32746 PHpNE 407 805-0365 FAX 407 805-0366 - 0 YKLYAKLY al. rKUuv�q o nr r6,—.u�. ....• ��•-.• INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMB CALL WINDOW UP TO 70 PSf UP TO 70 PSF = "- SIZE SIZE 2024 23 1/2 x 27 1/2 2 2 2 2030 23 1/2 x 35 1/2 2 3 2038 23 1/2 x 43 1/2 2 3 2040 23 1/2. X- 47 1/2 2 3 2044 23 1/2 x 51 1/2 2 3 2050 23 1/2 X 59 1/2 2 2060 23 1/2 x 71 1/2 2 4 2070 23 1/2 x 83 1/2 2 4 2424 27 1/2 x 27 1/2 2 2430 27 1/2 x 35 1/2 2 2 2438 27 1/2 x 43 1/2 2 3 2440 27 1/2 x 47 1/2 2 3 2444 27 1/2 x 51 1/2 2 3 2450 27,1/2 x 59 1/2 2 3 2460 27 1/2 x 71 1/2 2 4 2470 27 1/2 x 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2830 31 1/2 x 35 1/2 2 2 2838 31 1/2 x 43 1/2 2 3 2840 31 1/2 x 47 1/2 2 3 2844 31 -1/2 X 51 1/2 2 3 2850 31 1/2 x 59 1/2 2 3 2860 31 1/2 x 71 1/2 2 4 2870 31 1/2 x 83 1/2 2 4 3024 35 1/2 x 27 1/2 2 3030 35 1/2 x 35 1/2 2 2 3038 35 1/2 x 43 1/2 2 3 3040 35 1/2 x 47 1/2 2 3 3044 35 1/2 x 51 1/2 2 3 3050 35 1/2 x 59 1/2 2 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 3430 39 1/2 x 35 1/2 3 2 3438 39 1/2 x 43 1/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 x 51 1/2 3 3 3450 39 1/2 x 59 1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 x 83 1/2 3 4 3824 43 1/2 x 27 1/2 3 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 t 2• 3 4 4024 0 1/2 X 27 1 2 3 2 4030 47 1/2 x 35 1/2 3 2 4038 47 1/2 x 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 x 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 x 71 1/2 3 4 +7 1/2 x 83 1/2 4 INSTALLATION ANCHOR CHART QUANTITY IN - QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB UP TO 70 PSF UP TO 70 PSF 51 Z E SIZE 12 18 1/8 x 25 2 2 3 13 18 1/8 x 37 3/8 2 3 14 ;. 18 1/8 X 49 5/B 2 3 " 1.45 t8 1/8 x 55 1/4 2 15 ' 18 1/8 x 62 2 4 16 18 1/8 x 71 - 2 4 17 181 8x83 2 .4 1112 25 1/2 x 25 2 3 1143 25 1/2 x 37 3/8 2 3 1H4 25 1/2 x 49 5/8 2 3 ' IH45 25 1/2 x 55 1/4 2 '4 1145 25 1/2 x 62 2 1146 25 1/2 x 71 2 4 iH7 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 t/2 x 50 5/8 29 1/2 x 49 5/8 2 3 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 4 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 22 36 X 25 2 3 23 36 x 37 3/8 2 3 24 36 x 49 5/8 3 245 36 x 55 1/4 2 4 25 36 X 62 2 4 26 36 x 71 2 27 36 x 83 2 4 42 x 26 41 X 25 3 3 42 x 38 3/8 41 x 37 3/8 3 3 3 42 x 50 5/8 41 X 49 5/8 3 3 42 x 56 1/4 41 X 55 1/4 4 42 x 63 41 x 62 3 4 42 x 72 41 x 71 3 4 42 x 84 41 x 83 3 48 x 26 47 x 25 3 3 48 x 38 3/8 47 x 37 3/8 3 3 48 x 50 5/8 47 x 49 5/8 3 3 48 x 56 1/4 47 X 55 1/4 3 4 48 x 63 47 x 62 3 48 x 72 47 X 71 3 4 4 47 x 83 A 4 32 52 1/8 x 25 3 2 3 33 52 1/8 x 37 3/8 3 3 34 52 1/8 X 49 5/8 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 REV pEs R N DATE INI FLORIDA EXTRUDERSINTERNATIONAL, O, RIDA TITLE: INSTALLATION ANCHOR CHART • SGL. HUNG FIN WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY: BB APPROVED BY: DATE: 12/18/O1 SCALE: NTH D-UG': FtEX0026 SHT '2 OF 2 loco S.N. JAMS '%YP.) 1070 ' S,H. JAME (TYP.) JAMS :TYP.) l- 1 X 2 X 1/ 8 1.000 S,H. T-BE MULLION JA` P (TYR) YB x 1/2 SELF TAPPI`G SMS SEALANT BET4rE"E:` 1 MULLION 1 P.'\�: SMS SIC T f0\ A -A � 1 i rI X c I/16 X 1/8 TUBE MULLION � 1t�iu0 S. JAMB N'TYP.) RS x i/2 Sr:-F TAP7-iNG SMS �I SEALANT BETWEEN — WINDOW FLANGES & MULLION 48 X 1-1/2 SELF 'ArFING SMS SEC1•1^v` A -A s;.s 41 t X 4 X 1/8 TUBE MULLION 1X2x3/8 TUBE MULLION Tara X 1/2 Si_LF TAPPING SMS � SEALANT BETVAEEN \` e :NULL a, 2 X 4 x 3i a A Y E ~\ - ? -1 /- Scot TUBE ,1LL _1_ ia;�iN;i SNS S[C T i0N' A —A iL 1 X ! / 16 X 3/6 iu0'.7 S.M. •__ T L;BE Mdi_L I GN .IAMB (TYP,) z8 X !/2 SELF ! AP?1!Ntj SMS SEALANT B_TWEE.N VINDG'a r LANGES 8 MULL 110 *o y '-I:2 SELF TAP. N St -IS SP TON A —A S t X n X 3/6 TUBE :MULLION ONE EY WOOD-' 1 O, ' � 2ili�.t� Y rl � . %K L 1 1/4' MIN, EMBEEMENT1 Q N.UL!. ii .N #8 X I/2 SELF T APPlNG S7f'S -� 2 CI \� SEALANT BETWEEN V #8 i / SELF WINDOW FLANGES TAPPiNO SMS & MULLIGN 'LC I GN A —A ! 13.0. I� Ai A 1 v^t0 S.H. JAMB : T Yp,) uo mac: c rAco:s:r, i v"SMS t i rP. DETAIL i #S X 1 /2 SELF TAPING SMS SEALANT BETWEEN v1NDOW FLANGES _ 3 MUI-LION �-- #8 X 1-1/.2 SELF T APPTNIIG SMS S- CT'1GN L—A Ej EVATI01`+ 48 x 1/2 SELF VIEWED F RONI EXTE.R10R TAPPING SMISI--- — — SEALANT BETWEEN WIND131 FLANGES & MULLION t- #8 X 1-1/2 _SELF TaPPI�tG SMS SEC- i iu-N A—h C Ft� 5 2002 DETAIL C rONrRc'-- OR MASONRY BY OTHERS i L- NSTAki LATION ANf_'%J .R 3/16' ::IA. i _XTE RNX MUI I 'ON j i!`iJr L_AT; N _LIF ,"PICA_ MULLION TO CONCRETE 0 HEAD (APPLIES TO HEAD & SILL .WHERE 1" X 4' I: 2'' X 4" UaE t;U LiOIvS r%.,t: USEC) CFTAIL 8 _ r INSTALLATION ANCHOR I 3i!6' T.'IA. TA.PCGN - I SCREW ANCHOR C T YF. I 1 SILL CLIP i I/d' M.iN_ Q EMBEDMENT ri_CtiS: S1__ EY _.HcRS ADDITIONAL ANCMGRS. `iL4F-,a RE:: TIRED) O i I l= O O — � i I O FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TffLE: SFR. 1000/ 15CO F LAN jE SHEET 1 OF c VEER T , CAT_ M! L_L 10N SECT IONS SEr OTHr R SIDE (SHEET OF ?) FOR ;;`S T Cry PRESSURE CAPAC I T i ES DRAWN BY: M S i-I APPROVED BY: I DATE: P / 1 / 1, r SCALE: N T S DWG.: Vi= L .rl' f :` .,•..- .0r-r,•rr%A nrcw-m DDCCGIIRI: rAPArITIFI�'. ' - - I ;CAPACITY SERIES 1000 !CAPACITY I CAPACITY & 10UU rLAN L YCI�III.HL V�-��v�. �•�•�•.•••••" - CAPACITY !CAPACITY CAPACITY ;CAPACITY 1 CAPACITY X4X1 /8 - -- CAPACITY ' 1 X4X1 /8 ;CAPACITY 1 X4X3MULL CAPACITY 3MULL CAPACITY MULL WINDOW CAPACITY ' : WINDOW 1 X2X 1 /8 1 X2X 1 /8 1 X2X3 8 TUBE MULL 1 X2X3 8 TUBE M �1 X2 7/t 6X1/811 X2 7/16x1/81X2 7/16X3/81 X2 7/t 6x3/8 1 T28 MULL TaeANcHo MULL T48ANCHORSL T28ANCH0 sL T48ANCH0 T68ANCH0 ANCHORS 'TUBE !TUBE T48ANCHORS 6 ANCHORS ► 6 ANCHORS CALL SIZE ! TIP -TO -TIP TUBE MULL :TUBE MULL SIZE 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCH Rs Nc SECT. A-A(3) SL ' SECT. A -A 3 ;SECT. A -A 4', i SECT. A -A 4 ! !SECT. A -A 5 'SECT. A -A 5 '. SECT. A -A 6 SECT. A -A 6 1 SECT. A -A 7 _ i -A 1 - _- . SECT. A SECT. A -A 1 !SECT. A -A 2 :SECT. A-A(2) 1 336.52 732.42 791.81 91187.72 1791.81 11187.72 11187.72 Fl 19 1 /8 X 26 1336.52 732.42 ' 336.52 i 692.83 i336.52 732�42 -- 1209.72 , ! 456_46 i ; 493.47 ! 7 ¢0 20 493.47 '•. 740.20 1740.20 3 - 119 1 /8 X 38 3/ 209.72 317.66 = 209.72 1 429.55 209.72 i456.46 193.92 _ _ 152.75 271.83 ; 359.41 1 ; 539.12 359.41 _ 539.12 ' 539.12 14 i 8 X 50 5 8 131.2_3 i19 1 / / , _ _ 131.23 - __�__ 2.75 1 127.29 ; 177.46 1127.29 ! 152.75 - 135.81 _ 1 139.09 _ ;- 135.81 - 194.97 '; 319.55 460.17 319.55 479.33 1479.33 145 i19 1 /8 X 56 1 /4 94.13 ; 94.13 `; 9.21 97.48 97.48 -! 119.85 136.64 '•. 282.02 _ 423.03 j 282.02 ----- 423.03 423.03 -- T 15 ; 19 1/8 X 63 : 65.97 -'----`- 97 65.- ; 89.2�1 ----------- 58.81 r64.27 - - -�_' i 64.27 90.09 --,--------- 190.09 . 212.62 ; 212.62 -' ; 296.98 - ; 296.98 365.75 16 19 1 /8 X 72 j 43.49 3 ----;---- 43.49 ! : 58.81 ' 36.45 ' 39.83 ; ! 39.83 55.84 55.84 1131.79 ' 131.79 -.;_-___ 184.08 184.08 ; 294.03 17 ; 19 1/8 X 84 : 26.96 _ ! 26.96 36.45 �262.87 ! 541.20 ! 262.87 , ; 572.13 ! 262.87 - 572.13 618.52 , 927.78 i. 618.52 1927.78 927.78 1 H2 26 1 /2 X 26 262.87 ! _ r i 572.13 _ 157.93 - ! ----- --- ' 323.48 -..i...____-- i 157.93 ! 343.74 i 157.93 1343.74 � 371.61 j 557.41 ; 371.61 557.41 ' ' 557.41 1 H3 6 1 /2 X 38 3/8 157.93 ' 239.21 j I 1 113.20 j i 143.71 11113.20 i 201.45 266.35 ; 399.53 1266.35 399.53 399.53 1 H4 6 1 2 X 50 5 & 97.25 / 97.25 - i 1 13.20_ i 131.51 _ - 93.89 ! y�•89 - 100.17 i 102.59 ' 100.17 ; 143.81 ; 235.70 339.42 j 235.70 1353.55 ' 353.55 1 H45 6 1 /2 X 56 1 /4; 69.43 ' 1 2 X 63 + 48.44 / 169.43 , 48.44 65.51 ! 65.51 71.58 i 71.58 88_01 --{: 100.34 207.10 _ 236.83 207.10 ! 310.65 1310.65 1 HS 26 -"- _ i- - 42.99 142.99 46.98 46.98 ! 65.86 65.86 155.44 1 155.44 3 217.1 1 1217.11 267.38 1 H6 26 1 /2 X 72 i 31.79 I ` 1,31.79 119.62 126.53 26.53 28.99 28.99 .40.64 140.64 i 95.93 = 95.93 1 133.99 1133.99 _ 1 214.02 1 H7 ! 26 1 /2 X 84 19.62 37 X 26 ! 216.75 471.75 216.75 j 471.75 216.75 - 471.75 1216.75 471.75 1510 1 765 1510 765 1765 22 23 , 38 3 8 + 122:22 37 X / I 185.12 i 122.22 250.32 1 122.22 ; 266.00 -_ 85.36 108.37 1122.22 185.36 i 266.00 1.151. 91 1287.57 1200.86 431.36 ' 301.29 1287.57 200.86 431.36 301.29 431.36 301.29 247 -- X 50 5/873.34 i 73.34 51.97 85.36 _ i_ ! 70.28 99.17 170.28 174.98 176.79 74.98 107.65 * 176.43 254.07 176.43 - 2� 64.64 ----} 264.64_ 245 7 X 56 1 /4 151.97 1 37 X 63 3� 6.01 ; 36.01 48.70 ' 48.70 i 53.21 .53.21 65.43 { 74.59 1 153.96 _ 176.06 153.96 1230.94 ! 230.94 - - --- 25 ; j 123.47 _ 23.47 1 31.74 ' 34.69 34.69 48.62 62 148.31.74 114.76 114.76 131.61 -30 197.41 26 ; 37 X 72 37 X 84 j14.39 114.39 i19.46 19.46 21.26 21 2fi: .._27 i70.36 170.36 i98.27 -160 198.27 156.97 ; 32 I 53 1 /8 X 26 , 191.61 ! 417.04 ' 191.61 i 394.49 �191.61 I - _- ; 417.04 : ;r 191.fi -`*_.. Z .. 140.04 •.- 450.85 • • .-t 676.28 j j 450.85 i 231.50 1676.28 347.2� 1676.28 € 347.25 ' ' 98.38 201.51 �98.38 j 214;14 i ��.38• -':. � • ! 24,4.14 ! 231.50 - , 347.25 ; 33 3 1 /8 X_ 38 3/8; 98.38 1 149.02 ` ! ! 65.45 76.04 65.45 �. i 83.09 �,_ 65:45 . • 11.6•d7 194 00 �` - • - • -- = , 231.01 --;- j 154.00 31.01 ! 231.01 34 ;53 1 /8 X 50 5/Si 56.23 56.23 . 56.73 58.10 ! 56.73* :' 1 81.44 i 133.48 ? 192.22 133.48 200.23 i 200.23 ; 3453 1 /8 X 56 1 /4 39.32 ; 39.32 - 53.17 ; 53.17 139.78 139.78 i 48.91 . .. 55.715 _ �_ -r-- 1131.60 1_115.08 172.63 172.63 35 i 53 1 /8 X 63 _ ':: 26.92 26.92 ^; 117.34 136.40 23.45 136.40 -_� - 23.45 i 25.62 - 125.62 135.92 ':, 35.92 ::.-!►t5 _OS i 84.77 -__ .84.77 _ ; 97.21 1 118.41 145.82 36 53 1 /8 X 72 17.34 I115.53 14.21 1 14.21 15.53 r21.77 ; 21.77 151.39 51.39 71.78 71.78 1120.81 37 I 53 1 /8 X 84 10.51 10.51 1. SERIES 1.000 & 1-500 FLANGE VERTICAL LFLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES : L`s �;�� r; ESsu r ��,?N � ; iES EI..,�;;,;GE SHEET 2 OF 2 'dERTiCP.` MJLL%�US - SER. 100 � ;500 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON END. :.;;. DRAtiPN BY:.�B APPROVED HY: FASTENERS REQUIRED .AT EACH B DESIGN PRESSURES GIVEN ARE FOR 1.5 ... _....__ . -.- r, m -r.n 4-7r%-7 . r. A X - GAR .ge��_ - - DATE-0I /� I /02 SCAL.E: F u! : DWG.: VM L PG 2 SHEATHINC; - BY OTHERS STUCCO _ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'0'0 (SEE NOTES) CAULK BETWEEN DOOR FLANGE & SHEATHING < • rr► 1 n A 7-i T Tr. �t T!, ram- YQUJ .. SLIDING GLASS DOOR FRAME SILL D a G o D LIBERALLY APPLY CAULKING UNDER SILL INSTALLATION ANCHOR #8 SCREW. TWO BY WOOD BY OTHERS r1/4' MAX. SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT G o 1-1/4' MIN. � D OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE • 3/16' DIA. TAPCON SECTION A -A �— DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS SECTION B-B A /4' MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN.BY OTHERS EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REO'D. (SEE NOTES) INSTALLATION ANCHOR #8 SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS /ff B r A EXTERIOR ELEVATION 2 PANEL DOOR SHOWN SLIDING GL..__ INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL WOOD I RS SULK BETWEEN IOK STRIP 6 IEATHING 1-1/8' MIN. EMBEDMENT NOTES: 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) N9 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILIC'ONIZED ACRYLIC CAULK BEHIND ODOR FLANGE AT HEAD L JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE R CONFIGURATION TO FINISHED OPENING. B PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING'GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.. 11) SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X- REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS BRAVING. HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE IIVEXT I. F L 0 R I D A INT RINC.RS SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH- #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/01 SCALE: NTS jDWG #FLEx0027 SHT '1 OF PREPARED Br- PRODUCT L APPLICATION ENGENEERING. INC., 250 INTERNATIONAL PKVY., SUITE 254. HEATHROV• FLORIDn. 32746. 407-005-0365 FAX 407-805-0166 NOMINAL DOOR SIZE AND CONFIGURATION 4068 XX, OX, XO 5068 XX, OX, XO 6068 XX, OX, XO 8068 XX, OX, XO 10068 XX, OX, XO 5080 XX, OX. XO 6080 XX, OX, XO 8080 XX, OX, XO 10080 XX, OX, XO 50100 XX, OX, XO 60100 XX, OX, X❑ 80100 XX. OX. XO 9068 OXO 12068 OXO 15068 OXO 908o OXO 12080 OXO 15080 OXO 90100 OXO 120100 OXO 9068 XXX 12068 XXX 15068 XXX 9080 XXX 12080 XXX 15080 XXX 90100 XXX 120100 XXX 10068 OXXO 12068 OXXO 16068 OXXO 10080 Oxxo. 12080 OXXO 16080 OXXO 100100 OXXO 120100 OXXO 160100 OXXO 10068 XXXX 12068 XXXX 16068 XXXX 10o80 XXXX 12080 XXXX 16080. XXXX i00100 XXXX 120100 XXXX 160100 XXXX #8 SCREW INSTAL-LATION ANCHOR CHART DOOR SIZE 48 X 80 60 X 80 72 X 80 96X80 120 X 80 60X96' 72.X 96 96 X 96 120 X 96 60 X 120 72 X 120 96 X 120 109 -1/8 X 80 145 1/8 X 80 181 1/8 X 80 109 1/8 X 96 145 1/8 X .96 181 1 /8 X. 96 109 1/8 X 120 145 1/8- X 120 106 5/8 X 80 142 5/8 X 80 178 5/8 X 80 106 5/8 X 96 142 5/8 -X 96 178 5/8 X 96 106 5/8 ,X 12Q 142 5/8 X 120 119 5/8 X 80 143 5/8 X 80 191 5/8 X 80 119 5/8 X 96 141 5/8 X 96 191 5/8 X 96 119 5/8 X 120 143 5/8 X 120 191 5/8 X 120 ll 1/4 X 80 141 1/4 X 80 189 1/4 X 80 11 1/4 X 96 141- 1/4 X 96 189 1/4 X 96 117 1/4 X 120 141 1/4 X 120 189 1/4 X 120 QUANTITIES IN HEAD & SILL UP TO 1 46 PSF TO 1 61 PSF TO 45 PSF 60 PSF 70 PSF 6 6 6 6 6 6 8 8 8 10 10 10 2 12 12 6 6 6 8 8 8 10 12 10 12 10 1 6 6 6 8 1 8 to 8 10 .12. 12 12 14, 14 14 .161" 16 16 12 12 12 14 14 14 16 • � 16 16 12 12 12 14 14 ' 14 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16' 16 12 12 12 4 14 14 12 12 12 '14 14 14 18 18 18 12 12 12 14 14 14 18 18 18 12 12 12 14 14 14. 18 18 19 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 19 QUANTITIES IN EA. .IAMB UP TO 46 PSF TO 61 PSF TO 45 PSF 1 60 PSF 1 70 PSF 8 8 8 g 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10' 12 12 12 12 12 12 12 12 12 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 8 8 8 8 8 8 10 1 1 10 10 1.0 10 10 10 12 12 12 12 12 12 12 12 12 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5. 5 5 5 5 5 5 5 5 5 6 6 6 6 6 7 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5- 5 4 4 4 4 4 4 4 4 4 5 5 .5 5 5 5 6 7 8 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7. 8 5 7 8 5 7 A ANCHOR NOTES: 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. fie• y� - • �, . y •. . FLORIDA EXTRUDERS INT. IN. 'SANFORD, 'FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER: uRK BB DATE' 12/21/01 DISCIPLINE: CIVIL SCALE:-N.T.S. DwQ FLEXOO27 FL. REG. Na 47182 KV.:LETIER: S►fET. 2 OF 2 t--oL/-k1N: 30 14 VANGUARD/FOX & JACOB GENERAL NOTES I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER W1TH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. IA@ft Virginia Capamos. P.E. 8 53989 . BASIC WIND SPEED = W M'J4• (FASTEST MILE) 110 MPJ4. (3 SECOND GUST) WIND IMPORTANCE FACTOR = I0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT s 0.19 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -15 PSF - ROOFS •20 , -20 PSF (-30 PSF AT OVERHANGS) ORLANDO DIVISION �N w •. Wa SHEET INDEX o of o.4SHEET� NO. SHEET NAME f -- C - COVER SHEET 0 J Al - FOUNDATION PLAN, FOUNDATION DETAILS, WALL SECTIONS A1.1 - FOUNDATION DETAILS, CONT. A2 - FLOOR PLAN 171 A3 - EXTERIOR ELEVATIONS A4 - ELECTRICAUHVAC PLAN A5 - INTERIOR ELEVATIONS, 3 RISER DIAGRAMS >E; A6 - PRECAST LINTEL PLAN S& TABLES cn A7 - FLOOR & ROOF TRUSS LAYOUTS A7.1 - STRAPPING SCHEDULE t DETAILS S1 - STRUCTURAL D S2 - STRUCTURAL DETAILS S3 - STRUCTURAL DETAILS amw a,-2", VANGARD & sheet �srnR��An€ ENGINEERED BY: Fox& JAcoss ENGINEERING C Homs _ �,..... Of: 40'-0' 6`d• x e'o vATfo ATIO 5)SBARS MONOLITHIC SLAB - cMu TWO STORY 5V GAG, SLAB N 11 /OVER 6 EA VAPOR BARRIER ED OVER TREATED GO ACTFILL IO' 10• 5 M 5 R®IR BB THICKENED SLAB W/BEARIG WALL TWO STORY "LM O. FlJ.® w WV5 COw. I vBRICL R®Vt SEE FLAN SINGLE COURSE LINTEL J N•I R-M IN,WL oRTHa.L DOUBLE 2X -TOP P'Ure MOm014 URT SV GAG. AS ►INIM504E'H INN LOAD 13R6. 0VE t 6 ML VAPOR BARRMR is 5 REBAR ccW. OVER TREATED GAPAGTM FILL 5 I? GAY MVFMEMIES1 MIL S 1 5 REBAR T. VA�PGR C.CNBARRIER GRADE COMPACTED FRl o THICKENED SLAB NON BEARING DEPRESSED SLA xB A ENTRY - GONG. PATIOS Z NON MARINGO GARAGE C.•Ofd4ER BAR RV STD. NOOK y BAR Fc- CONC. FLLED uN yCOURSE IJI I �GIAJR CLOCK LB LINTEL BEAM REINFORCING GHAIIR BLOCK UNDER FRAME rxr STL t•M�516t ur SIR, GAPl0R6 GOUPLM V2' TIFEADEO ROD ROD 5 rLQTL u2xe•Aa3r0w ALTERNATE 2-STORY ALTERNATE 2-STORY ATTACHMENT(BLOGKA400D) ATTACHMENT(HOOD/WOOD) RDEMLAS5 SHNSLE OVER f5- FELT OVEt VW 056 OR Vr C 7X FOOD TR155E5 STRAPPED AS SNOMN ON MR LAYOUT P.T. UR7 OVER M CDR p • CNM 2X6 StMFASCIA T w GOXT. ALUM DOU VENTED=rr 2X . COL 2" !FADER FOR 4'-6• K4kX OPE M, VOL 2x10 HEADER FOR Sp-q• MAX OPE** VNO. IVINOA o MT .2X N20D STUDS 6 W OG w RBI MSUL LATH OVER 1•J ��OVE R 146' OSB. OR Vr COX .2X BOITOH PLATE ON 5/4• TM6 PLYHOOD 2X4 CONT. BAND BOARD FLOOR TIO56 STRAPPED AS C 5NOMN ON TFWSS LAYQ/T OR I DETAIL Vr-'* T. 'D5' OR ALT. V21 09MIALL 2-67ORY ATTACHMENT OVERDO MAL SH" RRRM OVER - LINTEL BLOCK MN • 5 B►R ►+SI�ATIDa - -PRECAST PM (0) • 5 "EN 6 FT OR 6REATER 3%* CANO. SLAB WV RBEFMESN -PAST CONGA SILL OVER 6 m VAPOR BARREA —wo TFRFRR. 5-Vr Gom SAO w CAW OVE v BAD ADO TREATED COMPACTED FaJ. C*V MO KOS .5 i 51GMN LOCATIONS ON MMATIAR RAW WALL SECTION - FRAME OVER CW TWO STORY FIBERGLASS SHINGLES OVER 15- FELT OVER l/16. 068 WOOD TRIMSES 6TRAPPED AS SHOWN ON TRUSS LAYOUT P.T. DO OVER DC6 CDR OVER 2X6 SUBFASCIA WV CONT. ALUK VENTED 60PFTT -ON 2X6 HEADER UNLESS OTHERWISE NOTED ON PLAN WWRDAV WR •2X WOOD STUDS K• O.C. .1R• STUCCO ON HTL LATH OVER 5* FELT OVER V** .2X BOTTOM PLATE ON 3/4• TNG OSJ3. 2X4 CONT. BAND BOARD • FLOOR TRUSS. STRAPPED AS SHOWN ON TRUSS LAYOUT LKTELBLOCIC LIREL SCREEN OVER Nil! BLOCK CHU BLOCK cm BAR • SHOWN LOCATIONS ON FOUNDATION PLAN '.I • L GRADE InO� 3 • SOARS 2ti1• ��O I�I7 WALL SECTION-® FILLED CELL -TWO STORY STEM WAIL - SINGLE LINTEL Ilq FOUNDATION DETAILS 4 WALL SECTION ENGINEERING � V4••I'-0' ar�'i OGi .mow qw I � •Ir-- - -------------PRECAST— I --- THRESHOLD I . ( I FOUNDATONI SLAB NOTE. 9 V2' LONG. SLAG G+NFBFRF�N OVER 6 ML VAPOR BANUER OR CLMAK MBL COMPACTED TEF"M- I b • - RESISTANT TREAT® FILL OR '5EMTRX00' SYSTEM (TYP 0 n R71-4LO I OpL PAD I I V. E00AD + it 41 LJ LJ I i I I r III III II I I) II �- all! I ti l I III II 9 •v I I I I � I I. II b I •I I I I'I I e J' I I J; I �•I L6'-6 tB' 4 LM w4v w I'I��. I• H I k.,:zNR — — — — — — — Z � Ltx �x X g e I / I TO CO1OBi+E1R I 1'-0 314• v j p'.p I I o '8 4 5 -ta• 14'-4' MAXIMLH 5PACIN6 OF FILLED C GARAGE I LL ltN6ROUfEp MIS T1U1T CAN RESIST A 100 HPx f • I � A0 DE516N MALL PRESSURE T . 22 PSF o � _0� M AAKH ALLOMV�E TU610H ON NOLLOH GORE K 25 PSJ. - A4L 5M TIRE IOJ I SECTION PROPERTIES WVT 6' PART.LY 6ROED I IT-Ni MALL • 10.45' 04ASONARY STR GMMS A4J) 2._ . H • NI•I /6. S • WLq-U2/ 6XT • g5.45.1 • 10.4 FT USE 6'-W NORIL SPAC N& - W-4' GEILILS MIJC ft . 13) X USE 6'-0' MORIL SPACING - W-O' TO 1Y-0' GEIL MAK - 9/4' RECESS AT O.H.bAR DR M q'-4' NOT. 6') ADD LINTEL w N �� • 1— 20'-W 1 -.L,400- I'_4' FOUNDATION P elf 6,1 / - __- e y.0• 'dip • 3' ¢�6' 3• 3. 'f)jp' • '4 tMGOC 1'iX Aw Ir7R2' GOL ABV. C�fPP® TM$ $TRGIVIZE II/V MEN DES&S+w TO MEET OR EY46M G No F9LM SOLO RYP! 20 �iE to MPx 5 $scwo GUSTS ►�MD LOAD REtanRee+TS-- �F,TFPLOWDABUaDWCODE2". G G G 6 4._�.._4 F-4' .=4 X y-21 PARTIAL END. PLAN • V4••t'-0' I Z J Q Ua_w0 m Z o p: �OZV O W oc)<J �oz� lL 00 LL • d f ANGHORA&E TAPGON: BLOCK TO EX7. FRAME SHEAR STRENGTH CONNECTION (TYP. 5PA0NG) TAPGON: 3/16• ® 12" O. EXP. BOLT:1/2" ® 48" o.c 5HEAR 5TREN6TH ANCHOR ANCHOR LIGHTWEIGHT VIA. EMBEDMENT HOLLOW BLOCK 3/16' 1-1/2" 546 LBS. 1/4' 1015 1-55. J-BOLT: 1/2" ® 48" O.C.)K TEST REPORT # 150-20068/ PROFESSIONAL SERVICE INDU5TRIE5,INC.5EE MFG. 5PEC5. FOR BIT SIZES d TECHNICAL INFORMATION I 1 EXPANSION BOLTS: I I RANL5 I I PRODUCT LOGATIO EMBED PIA. MIN. EDGE ALLOWABL 56,LLOIIAE3L DEPTH DISTANCE PULLOUT SHEAR GROUTED 25" 1/2" 1.5" 161 LB5. 1165 LB5. RAWL-BOL MA50 RAWL-BOL CONCRET 3" 1/2' 25" 1531 LBS. 2551 1-135. DETAIL DENOTES PIPE PAWWs TI-IROUGH STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING THROUGH FOOTING GROUTED SOLI 2 SIZES LARGER THAN D PIPE PIPE PASSING THROUGH SLEEVE SHALL BE AROUND 2 SIZES LAR63ER THAN SLEEVE PIPE PASSING THROUGH I ;. + • THICKENED I SLAB UNDER SEE FOUNDATION PLAN FOR REBAR CJANTITY 5 REBAR WITHIN FOOTING W�� CONCRETE FOOTER W/ 25" MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL PRE-ENGINEERED WOOD TRUSSES. PLIFT CONNECTOR. SEE ROOF TRUSS LAYOUT FOR QUANTITY AND SIZE. PRECAST LINTEL. SEE LINTEL PLAN FOR DEPTH AND REBAR I6"X16" CONCRETE T BLOCK COLUMN W/ tlD 2 #5 REBAR. SEE FOUNDATION PLAN. APP FIN. GRADE 3 I/2" CONCRETE SLAB 24"X24"XI2" DEEP COLUMN FOOTER W/3 W5 EACH WAY BOTTOM OF FOOTER TO BE 12" MIN BELOW GRADE TYPICAL PORCH 5EGTION "G" ELEVATION Maria Virginia Capan=. P.E" 9 53989 lf') M J 0 O m �-d �: �, a� 0 sheet A1.1 ot MAY 2 8 =3 25 5H 02 -24) o•-m EG «1719� 'S l` a BDRM 7060 a �-s�e• rwi ^• J dp Mimi R � d I! � ., -� I pr LIN MUM -.. BDRM •3 =ry e'er. C:e (+2 -24) x x em x sa — — — (2) 255H S � $ 3'-0• 3'-b• 5H a (#21/21/ -2b) PI�.FOR1+17]•.Yr• � 7`O' (+zv -29) LL, Nr - y w� �rnc 1'•I 15A6' 1'-2 VI6' Es O X< 9'-1 6A6' 1'-7 VIb' W AIR IANDLER TO HAVE SI MN 70•+7 4• C ZARANCE ON ALL SIDES AND ENCLOSURE SPACE SHALL W E s "OIL . ODER THAN APPLIANCE. AIR CLEARANCE TO NAVE SI MRL ,^ LEGEND m Frll 4• CLEARANCE ON ALL SIDES V a 13'-0 710reT ;, AND ENCLOSURE SPACE SHALL }S ne 6E.w O'O• AFi MN Q' WDER THAN APPLIANCS, n ,�: ExTl:wwac HALLS 1•aEIE e o I vEIxIFI® slsFIUENT Fm m GARAGE — 51EAR LOADS. 9 er cw n - �I,WC. ALL STMJC11R7AL WOOD NEADEJ25 TO BE 1701BLE 7' X Ip` UN V!' I` � FLITCH UNLESS NOTED OnERIOSE al Viri lipiaap4f f s ' . r Ei� IR9 o Be j g'-,y'' } •� cue .' I a ^ 2ND FLOOR PLAN ♦ la _0• \ I2' d IST FLOOR PLAN' G Irk '•9' EGRESS 25 5H 161-0 V71 25 SH 1/4•.I' o• z'_dl ��' \ 1' (+14/ ^ 1/4•=1'-O' Y 28 GGGG � � Ib' X O.HD. -25) g:#gg (+22/ -29) 3 i 1 i T0'-b' B'-d• � W-4 3AW W-0 V16• W-3 3N• 70 -g• 10'-0' H -1• NOTE: SEE STAIR DETAIL 9 o C L 9gd�R�d/4 O1 d0'-0' io.6loRr �K dft STAIR INFORMATION IN STRUCTURAL SHEETS FOR ADvmoNAL C,ONSTRUGTION INFORMATION Y� } o a pp�, ALT w.LLs To BE 3 1/2 OTHERYOSE NOTED. N 9 LIVING ROOM e•a ue. 255H 255H ENGINEERING �� n+� .. i�n.... •�•••^•�n� =� L (+22/ -29) (+22/ -24) AREA CALCULATIONS C IST FLR LIVING: 1542 5F 2ND FLR LIVING: M3 5F TOTAL : 3515 5F GARAGE: 441 5F COVERED ENTRY: 141 5F TOTAL : 410q 5F INN Owe 6y. ck—OMP ;'-10' b'•g• 3'-10' I d�edaed We.�r . d.1c o�-72-07 FRONT PORCH I �� eo• us. Ib�ae• u»Ic.131x I � p I3A5E w S m caLur+I A1;WaVE E (T'rw sheet: I � - - � - ----a - r A2 A/C CLOSET DETAIL PARTIAL FLOOR PLAN 'G' S �• I -5 - ' - -a• ' - tlD A LE- COS A CABINET SECTION ♦ W-4• � of: I $C�. W . F.e ,� 5514 STAIR RUN DETAIL SCALE: N.TS. V4•-I'-0' OFF RIDGE VENT(TYPJ ® 9'.4 3/4' TO SEC4% FL. gyp— _ — — _ ®�bt FLOOR TYP. TEXTURED FNISH 6•_0' TRIl55 gR't� —¢ RIGHT ELEVATION LEFT ELEVATION SCALE, VS' . r-0' W-4 3/4' TO SEC4 FL. FE9-4�. SCALE, ve' . r-m' MER3LASS SW&43LE ROOF W FLOOR TTr. ve' 6MOCO 04 LATH= TYP. -,,� QJ040 CH cm (T1 ❑❑ oo�0 00 o00 00 h p•-O-FF FRONT ELEVATION V SCALE, v4' . r-0' OH OPT ACE r — � O � I I I OFF RIDGE VENT I I I I I I ' 3/4' TO GECO 0 FL h W-O' tFOM SM ■ Ge a a �bt FLOOR TYP. ;p O TD TARED FNISHEl C REAR ELEVATION ENG�NI NG UI '$" �o^ W ;N � � J ;jIL N w O o vl � o c I E 9 a X c m � N f z : � mm D .mow 00 W )REP TUtSCP4W OJON9 00. LL 9'-4 3/4' TO §ff2W FL e�-a mTse ti T.4' TOa P mana Virginia Capamoo. p `s w w w X w LL ii w 1� w V � —j €�E � f�cf 0 1 5 ` X1 w it ...bim.s: ar .wow aesgma b • d d.- Er. dew Aesip a�eOee tq....+. .t.22-0t sheet: A3-C 9 R 9nnQ m BDRM 5 C I T MASTER BDRM xCEILWG (OPTJ I L — � XCILW. FAN (STDJ Do CRi IV X 6 10X10 7 x10 / 0 ��RaKa RAC _ 4. 0 \ L/ J i A • 4 4' ice_ . ; ® 0 I y �, ArM TO FIRST L�'m J W" L" ' TM PAN ♦rerYl 71Y2i ON BORM 04 I I CESSM W( LIGNr CE4P1G FAN PREWRE(OPTJ! I/ I F1r CF" x IV 10X6 �• 6. wx10 -0 xa T %EC AN N \ 4m O�LFTi F4NR ZFT. BATH GAME ROOM 0 kA 1oX 10 • \ _ a•mx.�wy BDRM •3 F 6 �T, CEILM FAN ARE( O 50 I x10 ,\ I T axe o 10 so WIC. cst�'1 CEILVO FAN F'REMM(OMJ BDRM •2 T F OPT. SHOWER V4'-I'-O' Ul E 4 r PAWL .EMK I NOTE: SEE ATTACHED NVAG FOR CORRECT PLAN: DO NOT USE $ $ WVAC LAYOUT ON THIS SHEET. n� ae � 2NO FLOOR H L_ ELECTRICAL PLAN 63 V4'>I'-0' b P� ELECTRICAL LEGEND 9+ anex R[a.Uae �•K aawl/LLr •OrUld4rMlFA Frtl? -0n 1HN6r71 A1•.!r iJtno varJ � � Wore art�r to AOGQrGr ® wwM Fm a -0 pmot w"W" �• .K.ryara —Ow wmmi err arwrararcA . 6"Ace '. LOW OoiOiIREL A�PJ rem ueMr � arrax oaacroR c1s. ruiwr M vmmrmw p '*00 Veq=a[ KVL Pew aaremALU r1AMARM �OELFGF.41F$MM f — i aaoreamn rape D rrADa LtlMF! 4 Fu—uy ne�ac EwnFs o a�raNa c [JIFl- M mdo MRL a' I� GARAGE r � �R OPENER rem ------------------ �>I 1 <�' 1 1 9 �DINWx ROOM a' ® �•— ---Om X 10 h• C, I FOYER 1 I x °� � NOTE: SEE ATTACHED NVAG FOR CORRECT PLAN: DO NOT USE 11VAC LAYOUT ON T14I5 SHEET. IST FLOOR 'A]. N• ELECTRICAL' PLAN V4•aI'-0' LN FI — L IvMG ROOM L I I I I I PARTIAL IST FLOOR 'G' ----- - ------ ------ ----- ------ ------ L ELECTRICAL PLAN TO PPL ELECTRICAL 8 PLUMBING R15ER 01A6RAM5 2 / 0 SER CABLE 200 A mo PANEL 04 BARE CA RANGE W W S DRYER 105 W% SHALL APP.12/2 WS LIGW M CIR W44 W3 V GROUND ROD RISER DIAGRAM / 200 A 4 WIRE SERVICE 5514 ELECTRICAL RISER DIAGRAM LOAD TABLE MODEL 3515 QUANTITY ILOAD 2 1 RANGE 40A bP 8 10 2 1 DRYER 30A 21P 10 S*W 1 D0 146M R 20A UP Q tw I REfRRATOR 20A UP Q 540 I DISPOSAL 20A UP R 540 1 I WASWR 20A UP wo 2 2 SMALL APPLIANCE 20A UP Q 30M b 6 GENERAL WAM &A UP UI 6250 GARAGE DOOR OPE%ER 5A UP 14 1500 6 PADDLE FANS (t6) 15A W14 500 SUB -TOTAL MATTS) 30,630 1$L 10000 WATTS AT W% 10000 WATTS REhAPIDER 40% 806 WATTS AG 3000 WATTS TOTAL 30M WATTS 21152-240 WATTS TOTAL LOAD AM am XVS SERVICE 511E 200 AMPS 5514 PLUMBING RISER DIAGRAM INTERIOR ELEVATIONS 95 012 a �j KITCHEN 0 BATH #2 VAC" ,&MASTER BATH 41/2 WALL DETAIL INTERIOR ELEVATIONS 1/4'=I'-O- ZQ� O Q Q 0 > (!1 W J �co WJ� 0 V Z i m I— ZW _ J � W F ILL W W =j>t w�IE of l�II 4m ...., d'sIQ bK d bswo Or Amr Oesl� drrroe er... uoW 014241 sheet A5 Of IIIIIIIII11M S�1 1111;j;j;j;j) E S�1 1111;j;j;j;j) E MGM=��' • II]]IkHiH,,L'DBijjjOc0L7�H, LJLI��Ii��ii1��i17iY tAS—�TAfW3514 LINTEL SCHED. LINTEL NO. LENGTH rwE GOMMENT's L 1 11'-4' OF12-IBAT ALLIED LINTEL: A43 L 2 1'_6' OF16-IBAT ALLIED LINTEL. A-5 L 2.1 4'-6' 606-IDAT ALLIED LINTEL: A-3 (ELEV. G) L 22 4'-&' W16-ISAT ALLIED LINTEL: A-3 (ELEV. G) L 3 1'-6' OFI6-ISAT ALLIED LINTEL: A-5 L 4 11-6' IDFI6-IBAT ALLIED LINTEL: A-5 L 5 4'+-6' OF16-0BAT ALLIED LINTEL: A-3 L 6 4'-6' OFI6-OBAT ALLIED LINTEL: A-3 L 1 4'-6' OF16-OBAT ALLIED LINTEL: A-3 L O 4'-6' OF16-OBAT ALLIED LINTEL: A-3 L 4 4'-6' OF16-OBAT ALLIED LINTEL: A-3 L 10 4'-6' ORF14013AT ALLIED LINTEL.: A-3 L II 5'-10' OFO-OBAT ALLIED LINTEL: A-4 (ELEVL) L 12 1'-6' OF& -MAT ALLIED LINTEL: A-5 (ELEV. G) L 13 1'-6' OFO-MAT ALLIED LINTEL: A-5 (ELEV. 0 L 14 1'-6' orO-OBAT ALLIED LINTEL: A-5 (ELEV, o ■■ ■■ LWI kwj • i. �a A A=a �c $8*5 pill W-M I § a �$R�4fill M O� A t r +� 4 Y♦= r � W n T. Cl f . . ■1 .'S r• ICY O I _ 1_I T.TT ■1 ♦ ■1 T Q 9 REHAR AT TOP MN !V REGC :. Y2' CLEAR OMLL e ��, GROUT ' 9 REBAR AT BOTTOM • • OF L■41EL GAVITY s/e•Ac P�I.O UEo N LL--L s• HOMHAL wont , RJEW FF . FU.LED UM GROUT / U . WILI ED �aIANTITY OF 9 REBAR AT BOTTQI OF LIPAM CA"TY 5F16-15/IT HOMNAL wDTNi ILCUAKFTTY WAIUNAL HEIGHT) OP TYPE DESI6NATION 11 � �80,2011H1411 i 's• :cOO��Ra�CF�oS�iiX �rga }$]Zs€x iCi� ♦H�F �Soe i�if8 �1 : 2�IbNONn1�a7( w J r.m < < m0r4 «« O_tvmwo «« < Q L6 L5 L4 L7 L9 L1 3514—' L11 L12 L13 L1 Virginia Caparros, P.E PARTIAL 3514—'C' Ucens 853989 LINTEL DIAGRAM MAY 2 8 2003 SCALE: N.T.S. L3 c� G i') CIO Q � J J w w (— I— Z J J LL w� w€ w fill 0 11,11 �Q des4d er. d aa—er e•n aesl0. are ■1-ao1 sheet A6 Of NOTES: CAST-CRETE SAFE LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS precast Ihteb = 5500 pps5L 2. f c prestressed Ibteb = 6000 psL g. M. gout - 5000 psi m/ mcnxMtn B/H' a�9regate. 4. Concrete m 50" unite (CMII)parpASTM G90 rl/ minbwn net area callprossNe strength a I900 ps1. 5 Reber provided In precast lintel per ASTM A615 6R60. Field reborper ASTM AbIS 6R40 or 6R60. 6. Prestressing strand per ASTM A416 grade 210 ism rermtatbrL 1. l/32 rare per ASTM A510. 6 Mortar pair ASTM '210 type M or S. GENERAL NOTES I. Provide full mortar head and bed Joints. 2 Shore fined lintels as required. 3. Installatlon of lintel must comply With the archltc4hrol and/or structural drom". 4. Lintels, are mawfactured mittn 5-1/2' bug notches at the ends to accortmodate vertical cell reintorcYg and croutlg. 5. All Iinteb meet or exceed 1r36o vertical deff(epc�tlon, except lintels 1'1'-4' and longer mlth a nominal height of 6' meet or exceed L 480. 6. Bottom field added rolao to be located at the bottom of the lintel cavity. 1 1/32' diameter mire stirrups are melded to the bottom steel for mochm8. Gas aloce mete may be provided In composlte lintel in Nov of concrete masonry units. Safe load r Vr based an rational design =%alysls per q' AGI 818 arid AGI 5'JO SAFE LOAD TABLE NOTES 1. All values based an mhburrn 41 bearing. Exception, Safe loads for unfilled 11Meis must be reduced by 20% if bearing length is less than 6-1/2'. Safe barb for all recessed lintels based on b• nanhol bearing. 2. NR • Not Rated. 5. Safe beds are total superulfwsed aliomable load on the section specafled. 4. Safe bads based an gads 40 or gads 60 field rebor. S. Additional lateral load ccgwcity can be obtained by the deskgner by provldeg addlolnai rehforced masonry above the precast lintel. 6. One 01 robe- may be substituted for bw 05 reba's in 8' lintels only. 1. The dwlegner may evaluate conceedroted loads from the safe load tables by coloulattg the maxvrwm resist" moment and shear at d-omoy from the face of support. 6. For 44m; s� 7te lintel helchts not shoran, use safe load from next timer height. q. All safe bIn na ads ils of pounds per linear foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS ` ."" GRAVITY LENSTH TYPE Anus ethwe 4'-4• (52') FRECAST Me4 9035 202 9Fs4 4CM 9404 6060 W040 44&2 64'q 1%" 4496 106Te 4'-6• M4') PRECAST a" 6444 2162 21M 9600 44WI sm 6264 r02 940 44e2 64h2 1067E5-0• (68') PRECAST TD9092 002 Mee 205E 0 'J004109 2*2 40M 641Z M 609t5'-10•(i0')PRFS.IST'seTM 500 14" "24 M W52Ilea 2051 96e 6472 oo, 646(HO•)PRECAST 6� Wn 209 25Tb 1I-M4"11I6 672 4522401NT1 14l9 4100 IT1 6107Mar) FR6CI5T e69 D^ 2272 160 444 9404764DTI21-1 560t 24 303(116•) PRECAST .� 420 694 Use I"614 166ESoM47 2I7t 66 2677 8" PRECAST W/ 2" RECESS DOOR U-LINTELS wr-4 M UPLIFT LAB LEPOTH TYPE �44n t1w164n eevhb e1tls (529 PRECAST 1244 we 1 240 9260 4M 4467 9627 477 432 aM am 1 2394 9WMW 400E 4670 sees (54') PRECAST fm 001 1 2M 50 94" 477E 9aT1 am am Ott F05 2240 903E SM" 4649 740 (bH7 PRECAST 421• 11T2 1'/8 2475 9059 96M 4M 5p ed a4 ID2 MM 2007 241E 96M 4290 CIO') PRECAST • It96 rM2 :00 2Ve 9001 4" 4" 4a et6 WM 1640 220E 2641 94" sins (00') PRECAST TM 662 019 20C 2519 9642 630 600 To V6 146E m61 a04 '�69 (40•) PRECAST 606 61" 0a MW =60 5227 ,ro 4M Oee 644 002 m62 2225 E.g. 907 (1161) PRECAST "a• 4•.A 006 u29 MD tas53e M" 100t 664 fl26 2430 •REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS .�. GRAVITY IENGIN 1TPE -10194') Pi�Gd.ST l 1576nsa MM 1526 4004 10412 0436 3' 6'(42'1 PRECAST sw 39409 60M 135 6690 44470*6 1=6 4004 104'M 0064'-0•(407 PRECAST 29" 443E 5410 6364 100EZ646 4 ?%* 4004 10412 006 4'-6' (54') PRECAST 1651 1767 5405 4M4 sets 5644 Xp 4027 60" ,sM* 1"4 104a 466e 5'-4' (647 PRECAST t29 00, 004 25M 262E 999E 9046 1164 *69 26M 5097 16046 1 5400 6474 7450 5'-10•(70•) PRECAST qTZ b� M74 I3M 2704 2721 3D7 Mat 24" 4W 545E 44" 5a60 6n22 6'-6• (76') PRECAST sq1 Use 2104 9269 2146 DT30 9TO 45M 'M 2101 6046 5260 V94 6449 6040 1'-0• (g0') PREGAriT 161 1024 b'0 2310 M14 24" 2006 93e.7 iCle Z15 2610 5634 MM "Is W41 W-4' AM-) PRECAST M 652 Ww mm tma 14e2 r64 2=7 "a 17a 101E 25" 9464 4090 9t21 10'-611267 FRECAST 4e2 6021 an 45 It= t926 on 456 656EM 04 2001 2T14 9130 2404 11'-4' (136') PRECAST 949 Me 1654 2995 I70 m'D 445 549 Me 054 2441 5191 40" 12'-0Y144•) PRECAST 414 545 C54 OM 20'14 BtO 016 93s t294 16" 2211 2032 sew 13'-4•(160•) PRECAST 362 427 102E 1931 161'D L724 Min 4M 076 1496 MM 2W 200 (4'-0i16H') PRECAST 961 Vt IND M62 WET 1260 3� 455 Me ISO 17M 2159 266E M'-0 ") NR nit IR nit nit 1R nit 465 T69 aw 2049 2MO 91e5 9169 D'-4' 11647 PFMS NA Mt M nit M nit M 1st 420 610 =a 16fe MM 26t0 $00 97-4• (20W)PRESTRESSE 1,M IR Mt 1R Mt 1R /R IR 9W Sao 450 MOO 000 =00 2600 Iq'-4' (252')PRES NR 1R /R IR Mt nit lit Mt 24o 400l 7so 1040 MOO roo 2090 211-41 (2961PRg HR nit lie 1st 1R Me IR MR 103 790 6W 440 040 Me 200 27-012649PReS NR 1R nit 1R Me IR I 14R 160 900 570 610 t290 1660 M10 24'-0r(26691'9 HAL IQt 1R IR nit INK61 NR 00 340 410 'I20 low o DSO 16q OREDUGE VALUE BY 25% FOR GRADE 40 FIELD REBAR �„T«. I ALLIED LINTEL TABLES MATERIALS 4 IN5TALLATION I. rebar h precast lintel 6R60 per ASTM A615 2. rebor In pored bean 6R40 per ASTM A615 S. f'c for precast %tob=4000eel 4. f'c for field c mrete .3000" 5. concrete mono" units per ASTM C-410 aorta- par ISTM C210 by o M or 5 6. calcukdlom by, Richard 6. Norwrtom PE. Rkldle44armon Figheerhg tnc. 1. store all composite Ik"Is 4. OZ. 6. all composite boars calculated meth 105 h top of bean 41. safe bads based on nomhol 8' bearing (4• mhhiin). 10. all loads chomn In poudds per Ihear foot II. for lang0ws not listed use next longer luhgth for see bad lj�/6'AG FIELD REBAR 05 6R 40 Gl4L. GONGRE E FILL FIELD REBAR 65 6R 40 Warns VirpF"p r. INeddaw ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U' LINTELS LINTEL NO. LENGTH ueNfxaiEo nLLEo Penile nLLED nuio niio nl ED enUM A-1 210• 65441 6251 10125 12000 U0001 12000 12000 12000 A-2 SW S&S6 SOW 5231 HS152 11440 12000 12000 12000 A-3 4'b• 20H1 M4 9361 4616 6106 12641 owl g424 A-4 510• 1126 low 1610 2483 5336 310 4631 5350 A_5 1'6• 4102 1056 1644 2942 3244 402q 41W 5522 A-6 g'4• 656 636 1112 1534 M44 2496 20102 5346 A--) to*- sing 463 841 1110 1522 1851 2211 2556 A-$ 11'4• 502 612 1L-6 I MO 20021 2455 261 3"'1 A-41 12'8' 421 466 0,00 1 1224 1604 1 14166 2360 2721 A-10 MW 3,13 4W T14 1053 1361 1 16412 2024 2" A-11 14'0' 942 5" 640 `Iw 1233 1510 LbOb 20011 A-12 14'H' 906 534 616 642 1106 1352 1624 IHIq A-13 11'4• 212 265 436 till boo gHH uab 13H0 A-14 W4• 250 9q5 4q6 850 113E 140E 1646 K O A -IS 20.0' 225 965 413 184 1052 1900 1510 1831 ALLIED UPUFT AND LATERAL SAFE LOADS FOR 8' CONCRETE "U' LINTELS LINTEL NO. LENGTH 8'xe' UNFlLIED 8•xe• I111E0 e•xl2' FUM 8'X16' F61E0 I e'x20' rUJ.EO 8'u2• fILLED 8'z2e' FILLED 8•l(32' fltLEo LATERAL LOAD "ll MLED A-1 2'10• 309E 3150 M014 600001 10000 10000 10000 10000 4406 A-2 SW M55 1616 5445 10000 $0000 10000 10000 10000 2942 A-3 416' lob 1051 4224 5g00 62M 11440 10000 10000 1415 A-4 510' 515 609 25W 3M 4300 5303 6166 1646 1T1 A 116' 345 310 1421 KID 2552 3514 3661 4600 66t A-6 q'4' 220 252 q34 1296 1665 2054 2542 2g41 425 A-? IOW 165 201 156 10401 PEW 1662 2025 2S4'1 9201 A-0 11'4' S03 S33 652 0!" 41`10 1452 1154 2026 451 A-41 12W 241 262 61S -160 4gl 1292 1464 W15 "I A-10 l3'4' 253 293 SIO '103 642 110,11 lam 150q $20 A-11 141 ' 225 $24 473 1 652 624 102E 1 119E 1 k1H5 I 288 A-12 14W Ki 1 219 442 1 6041 '169 '158 1106 1280 262 A-13 IT4' .5 253 951 483 605 755 642 "4 l89 A-14 p'4• 04 214 908 420 525 657 115 626 2P3 A-15 20n0• 114 205 2gb 40S 504 690 sine 166 MO W J w U'^^ v/ J Z J e-- LO _j W r i Al L 1e.tyaQ d" b6+19 W d seal try. 4m. aesgn stleet drdred try. sw,r di1K in-22-0t Art 6.1 of: JX4 WD. STUDS • K• OL JX4 BOTTOM PLATE 3/0 PLYWOOD JX4 BAND BOARD 16• FLOOR TRUSS ® STRAW TIE • EVERY !rd 67ID COMECTWj FLOOR TRUSS TO 2 d FLOOR STUD F BLOCK TO 2NO. STORY 5TRAPPIN(5 NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS V USE (V TYPE `C• lOR NIERCFNMYaABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM GO+ECTION I1dES8 NOTED ORERWSE (UHOJ J) USE (V TYPE •A• (OR HTERWAMABLE TIE) FOR TRUSS TO BLOCK 1WU.L CONNECTHCN fUNOJ 11 USE E1iiNJ6 �! (OR NfERCN� TIEFOR ALL JOIST FLAMIC£R 4) USE (D� 16d OR ni x ! V4• PASELODE CAN NAIL TO FASTEN JACK TO HUP G6�ER (T(B) 9)GABL� CENTER ( •A• OR (V TYPE C' STRAPAT FRICH OF TFIUSS SEE POST 6TRAPPNG ON bt AND Ad RR • PNBRiATIO EQUIVALENT MAY BE 6U5STRUfED FOR NAM HAL DESM"TIONS• BASED ON WATSOKAL OESMA N 6FVC3FICAT10N6 FOR WOOD CONSTRICTION FR IC" TAM E Oft- 1LUL6 AND SPAS - LATERAL LOAD DESIGN VALUES• µAL SHEAR VAIJE (i»J Sd I" 10d cm. U6d 1rY 2 v �vvvvvvvvv vvvvvvv,�i• ROOF TRUSS LAYOUT 'C' KT-1 40-0-0 n-a-e I�I�o le 19-T-8 m FLOOR TRUSS LAYOUT 'C' KTS 8'-0" PLATE HT. 17'-5" PLATE HT. WNRI 'AME ENGINEERING (On n4wm1 FM PM 77 -"W Ia a= 161413 MUND "C >tROOi FL 3M4 tCM & ACOMM w 4MM MWW Virginia Caparrm. p.F 0 'o c I a Wx C H oryg Z Moo W ass 0 UIL U_ IL O I�— OD WO OAS Q O0 co J O cn J ::) LL J L (M —jLLI # j O l�s d O @—by.4ltidC>!� d�m! W. awv dow, tlt-J2-01 sheet A7-C Of. SiAPPING SCHE�ULE - 5IMP50N PRODUCT CODE METAI8 H5 MT516 L5TA30 HU526 HU526-2 M13HA3.56/7.25 MBHA3.56/q.25 MBHA3.56/11.25 HDBA 5P4 5P6 H6T-2 BC4 BCb BG46 HT520 H02A HETA20 HHETA20 MTT28B DESCRIPTION CONCRETE 5TRAP LI HURRICANE CUP TWI5T TIE STRAP TIE SINGLE FACE MOUNT HAN6EF DOUBLE FACE MOUNT HAN6E MA50NRU HANGER 8" MA50NRY HANGER q.25 MASONRY HANGER 12" HOLDOWN TO 3" WOOD TOP PLAT ANCHORS 4X TOP PLATE ANCHOR 6X HEAVY GIRDER TIE DOWN POST ANCHOR d GAP 4x4 P05T ANCHOR d GAP bxb P05T ANCHOR d GAP 4x6 HEAVY TW15T TIE HOLDOWN TO 3" WOOD HEAVY CONCRETE 5TRAP CONCRETE STRAP HOLDDOWN COMPLIANCE L15TING 5136CI g603 NER 3113,422,432 NER 413 NER 413, 443 NER 3q3 ER 3q3 51300 %03 5156G1 g603 5BCGI %03 NER 3q3 46g NER 432 443 4qq NER 432 443 4qq NER 432 NER 421 NER 421 NER 421 NER 413 NER 3g3,46q NER 3q3 46q NER 3g346q NER 3g3432 FASTE NERS (1) I 14-IOdxl.5" 2) I 10-16d 4-8d 4-ad 14-10d 22-I0d 14-Ibd 8 6- Ibd 4-Ibd d 4-16d 18-IOd (2) ATR 3/4% x 8" 14-10d (2) ATR 34"3/8 x 8" 14-10 (2) ATR 3/4"3/8 x 8" (3) 7/8"3/8 A.B. 6-I0d x 1.5" 6-I0d x 1.5" a-IOd d 3/4"3/8 or LBP 5/5"3/8 3-16d 8 3-16d 6-16d d 6-16d 6-16d d 3-16d 24-10d x 1.5" (2) 5/8"3/ �� (1) I 14-IOdxl.5 (2) I 14-10d (1) I 17-lodxl.5" (2) I 15-16d 24-Ibd AND 5/8" OR 3/4" DIA A DE516N LOAD5 (LB5a UPLIFT S I MAX. - 1455 3116 - 10000 b033 5c155 6050 6050 28667 2g17 2g17 28333 3100 4700 3100 4430 12150 - - - 12FL/5YP 1500 455 1000 1670 1550 1080 085 3145 3145 6465 135 735 8665 q80 1050 Ciao 1450 2775 1735 2150 14455 5PF 14g5 265 860 1670 1110 775 1355 2260 2260 4650 530 530 6485 100 750 700 1245 2000 14g5 1560 4455 A B G D E F ML MH M6 p Q R X AA BB GG 66 11 MM LL pp w J 0 Z a. LL~..;� g V' psi !a v f�� r lsjl to ch p a�f o asl� IWASWW br.d� d10diA Or M QYR 01.72�01 ENGINEERING (art n4-OM ►M (ail nsMaria Virginia Caperr+osr FA Sheet �sn rn @ 461403 n:IOE SPIN= 1l =if oow a «ouuN rq ma A7.1 orida icense 9 !� t I *4X UY 10-10d NAILS �: F A DIAPFRACl'1 ZOI4E IS CALLED FOR ON • WALL STUDS 4 HEADER ROOF FRAHIG MEMBER ESFooF VMBLOCKED 4 PLAIN PROVIDE 2x4 BLOCKED • ALL 0 PANEL EDGES / 'C• WV M .Od NAILS E CONNECTOR CHART AG11 4 µyLB 4. Or- FOR BLOCKED DW'HRACIM ZONE • BorroM of HEADER TI saEolLe FOR TRIGS SC STRAPS) 8d NAILS AT 6' OC- OR 8d NAILS AT 4" OC, OR EOU tVALENT DOUBLE TOP PLATE EQULALIVALENT FtSIE ATIG PNUETWTIC NAIL AT HEADER NAIL AT SUPPORTED EDGES 9 SUPPORTED EDGES AND (2) 2x10 W/ 1/2' CDX R. Ws• OSB OR COX AND BLOCKING AND Q' OC, Q• OC. FIELD FOR OTHER EXTERIOR SHEATHING FIELD FOR SHADED AREAS Y AREAS OF ROOF NAILED WN 10d GALV. OF ROOF . A' Or- EDGES AND Q' OC. FIELD - == 146' 06B SWATHING HEADER STUDS 2x4 P.T. WALL STUD W - OR VS• CDX TYR (3) 1/2' CIA. ANCHOR BOLTS TO BLOCK 4'"O' FULL LENGTH = _ __ _ _ __ _ __ _ _ _- _ -`-_ - --_- _- _ WALL STUDS m _ -- �cuo I =TORS I VJ• DIA x W ANO4OR BOLTS EMBED 6• MR INTO FOUNDATION Wv 2•x21N8• WASHERS, LOCATED WITHIN 6. OF EACH END AND 32. OC. 'Q' WV 10.10d NAILS BOTTOM MAX ELSEWHERE OF WALL 4 HEADER STUD 2x4 P.T. BOTTOM PLATE 11' STRAP EVERT OTHER STUD TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 46" O.G. REMAINDER TO BE BLOCKED AT 96" O.0 OR RAT RUN. FASTENING: FASTEN FLOOR SHEATI-ING TO FRAMING w/ 8d COMMONS OR 8d HOT DIPPED GALVANIZED NAILS ATTHE FOLLOWING SPACING: 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING FRAMING e 24" O/C) TOP PLATE J C 3 2X44 BLOCKIP n4 V BASE a CLABIRET S METAL A O FRAME WALL 0•-0' oc BLEHIGS1lID8 U OETAIL TIP. BAR TOP STRAPPEDASAS SHOWN ON TR155 LAYOUT (2) 2X- TOP PLATE VOL 2XS HEADER FOR 4'-6' MAX. OPENING, DBL 2X00 HEADER FOR 5•-9• MAX OPENING UNO. 2X- BLOCKING AT MID -SPAN 16" CC. STUD 6PACIG FOR ea, BFWi FRAME WALL Y I I I I I I, YI I I I @PLATE AC 4OR EVERY EVERY OTHER STUD (TYP. BLOCKING o 48" O/C MAX IN FIRST THREE EXPANSION eot•T FRAMING SPACES 4 15W O.G. THEREFORE ANCHORAGE 24.0t.— FLOOR BRACING AT ENDWALLS WOW SHOWNSTRAPOOND AS _ TRUS6 LAYOUT 2.2X4PLAT TN� PLATE I&, TOLM1 2x4 STUDS •16'cc @PLATE AMC" EVERY OTHER STIR (rm. STUD 4 BOTTOM) — • 4N CNU ?1 ROOF SHEATHING NAILING RSN PATERN DETAIL '''�fo WA • 5 BAR oW o.C. __•EVERY On+ereSTUD P.T. WVJ-BOLT Ems. BOLT 01 OC. SEE MCIMOR GE RTICAL FILLED LL WA• 5 EAR CMU TO EXTERIOR EFC FRA N N :AB IBWD FRAMING & S A IN INTERIOR BEARING WALL ® DOOR Tar�sw•,avA,Mtrc�eolMrasrsxazfu,cxnoac _________________ KW ERAM & TRAPPING KNEEWALL OVER CMU WOOD STRAPPED AS SHOWN ON TRUSS LAYOUT 2X- BLOCKING AT MDSPAN - M• OC. STUD SPACING FOR INT. SIG. FRAME WALL - @ ATE ANCHOR EVERY OTHER STUD (TYp. TOP 4 BOTTOM)— WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL P.T. 2X6 W/ V2' DIAL •J• CCALI lI TYPJ BOLTS • 4B- MAX WV �11Z1158 61 !n EMBED. ITYPJ Y BEARING _ .. P.T. 2X4 FILLER CVTMAILED UV 8-10d NAILS P.T. 2X6 WV I/)' DAI , •J• BOLTS • AV MAX UV 61 MN. EMBED. (TYF DETAIL: TYPICAL JAMB FASTENING A OVERHEAD GARAGE DOOR SCALE: N.T.5. 121E 4ESE REOUIPEME109 APPLY WHEN NDo1lV DOOR NIANFAGIURER9 FASTENING ETHOD 1S NOT SPECIFIED. PT IX BL�A FOR WBDWIS AND DOORS u NAIL ITV J08 VIA OR WAVIER POWER NAILS 6' O)C AND 3' MAX FROM ENDS TTP. WY r ro. EMBEDMENT INTO BLOOM. 2J ALSO ADD 3/16' VIA SELF TAPPING CON- ANCHOR* THAN WROAW DOOR FRAME EGHT (B) INCHES FROM ENDS MAX AND FORTY (40) NCIES MAX ON CENTER uv r MIL EMBEDMENT NTo BLOCK ATTACH WIDOW To SUCH Wv •10 SCREWS MAX W ONG AND MAX B' O/C AID MAX 8' ONG FROM ENDS. PT 2X BUCKS FOR WINDOWS AND DQO64 (ALTERNATE) u TAPPING GcoNmc. A1TALL Ci ORS E�IC04TT t6) NCFE9 FROM ENDS AND 24. O4 CENTER MAX UV I• MIL EMBED. INTO BLOC: FASTEN WI DOUVDOOR TO PT BUCKS WITH 40 SCFEUS 8. O:C MAX AND MAX W FRoe1 ENDS W/ r MN EMBED. INTO SUCK TYPICAL BLOCK OPENING DETAIL (FOR Pr BXK FASMM AD 35 PSF RATING/ TOPPLATE , i oPPLATE O IS, IN "TRAPPING INTERIOR BEARING WALL PRE EMIMERED WOOD FLU • 24' OC. MAC TOP 2X- BLOCKING AT MIDSPAN - GENERAL NOTES GENERAL : L LIVE LOADS: ROOF 20por FLOOR 40por STAIR 40por 2. WIND SPEED QV.Ph 3aea gwto 3. ALL WORK TO BE N ACCORDANCE WITH THE Per- 2001 CHAPTER 16. A. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE : L ALL WORK TO BE N STRICT ACCORDANCE WITH THE ACI 310 2, MIX DESIGN CRITERIA: ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTH C SO) COMPRESSIVE STRENGTH • 28 DAYS SMALL BE 25M qpeI FOR STABS AND FOp1ING9 AND 3000 1 ELSEWERE (UDW, FIAJ(I1f1 WN.TER•COENT RATIO BY ILEIGNT FOLLOWS: SPECIFIED NON -AIR AIR C;C pmS81VE ENTRAINED ENTRAINED STPe43TM(pN) 0&CONCRETE 05C04LRETE 25w30M OSB 0.46 SUMP -SLAB ON GRADE 5• OTHER 5• WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES N COMPLIANCE WITH THE REOUIRe'E NTS OF ASTM C 33. 4. FISERYESH FOR SLAB TO BE AT A RATIO OF ,15 LBSIYARD. FOUNDATIONS : L FOOTING DESIGN BASED ON M047MM ALLOWABLE SOIL BEARING PRESSURE OF 2000 por. Z F FOOTING ELEVATION OCCURS IN DISTURHEDJNST ABLE OR UNRITIABLE THE ENGIEER SMALL BE NOTIFIED AD NECESSARY AD"IIIIENTS BE FADE PER HIS INSTRUCTIONS,- 3. PREPARATION OF THE 5lBGR.ADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE OEOTEO !frik REPORT. SOIL, 4, STEPS IN WALL FOOTINGS SMALL NOT EXCEED A SLOPE OF (U VERTICAL TO (2) HORIZONTAL 5. CAUTION SMALL BE USED U44EN OPERATING VTBRATCTY COMPACTION EQUIP ENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY: L VESIGK MATERIAL AND—301ANSNIP SHALL BE N ACCORRDANCE WITH THE ACI STANDARD BUILDING GORE REOUIRErENTS FOR CONCRETE MASO IZY STRUCTURES ACI 530)AGI S30J 2. CELLS INDICATED TO BE FILLED SHALL SE GROUTED WITH 3000 pot CONCRETE (B' TO 10• SLUMP) 3. PROVIDE 25' LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS ADJACENT TO C-Mft, END OF SHEAR WALLS AND UNDER CCNCEftRA.TED LOADS SHALL CONTAIN VERTICAL REIFORCIY AND SHALL BE FINED WITH CONCRETE 5. CONCRETE SLOCCB SHILL GOiORM TO ASTM C_W (28 DAY STRENGTH 2000 psi) lrb.L500 psi). LAID N RUINIG BOND 6. MORTAR 64ALL BE TYPEJC J t ALL RE -BARS SWILL BE GRADE 40 UNLESS UWO. WOOD : L ALL QKVP FRAMING AND PRE.EGIEERED (WOO TRUSSES SHALL BE DESIGNED. DETAILED, APO FABRICATED N ACCORDANCE WITH THE PROCEDURES AM REQIlIRE2'ENf9 OUTLINED N THE LATEST EDITION of THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRICTIO . 2. THE WOOD TRS6ES SHALL BE SIZED AND DETAILED TO FR THINE DIMENSIONS AND LOADS, INDICATED. ALL DESIGN 64 ALL BE N ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DESIGN CALCULATIONS SK#D AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRW -,ES SMALL BE PROVIDED AS REOIIRED BY THE TRUSS MANFACTURER TRt1S5 MANUFACTURER SMALL PROVIDE STATEM19,1T THAT Sol TOM CHORD OF ROOF TRUSSES ARE SPACED DURING UPLIFT CONDITION. A. FOR STRUCTURAL LUMBER PROVIDE THE FOLL-043 GRADE AND SPECIES, SODUEFN PIE SURFACES DRY USED AT 197H MAX M G GRADE M02 OR SPRUCE FMNE FIR SOUTH GRADE NO2 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE 612E AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOptMENED NAILS. (NUGHES CON•ECTORS OR EOIIVALFM) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A HNIWYI OF VS• DWNETER AND 6' IN LEY. TH (ASTM A-30T) WITH MN. 1 112• DIANL WASHER UNO. L PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINGS GFIOUN, OR F NOT 6NOWIL CORD WITH LIMITING STUD HEr.Wls CHART. DO NOT SPLICE STRUCTURAL ZjbERS BETWEEN SUPPORTS• 8, ANCHOR AND HAaNG AS SHOWN. AND TO COMPLY U114 THE RECOFIMB'DED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. MS ROOF SHEATHIY • T/I6• ohs OR 112' COX SEE DRAWL SS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS : L COMPACTOR 60IALL VFRFY ALL HELD G,ONDITMCLS AND OW'¢NSOMS RELATIVE TO SAME WHERE THERE ARE CO ICTS BETWEEN ACTUAL FIELD CONDITIONS A14D DATA PRESENTED N THE DRAWINGS, SUCH CCHDITIONS SHALL BE CALLED TO THE ARCHITECTS ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS INSTRUCTIONS. 2. FOR ANCHOR BOLTS USE HUGHES OR EQUIVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLocKm ON ALL SIDES OF THE RIDGE VENTS WITH 8d MAILS AT 4. 014 CENTER PRE EWAIEERED 16. or_ STUD FLOOR TRUSS 24'' Or- MAX SPACING FORR.ME WALL 2X P.T. BOTTOM PLATE MANSION : ANCHORAGE J TOELML FLOOR IRQSS TO TOP PLATE WV S POW HAILS. (2) ON OHE SIDE. (U OH THE OTHER /1DETAIL: INTERIOR BEARING WALL W/ NO UPLIFT WT"EC NG (4M TT4y G." Ip) A• -MA /A A Isms aao= w-m n 3 64MM L NCO" NV 41/t4 Maria Virginia Caparros, P.E. W (1) J O F-- Z0 _J J 9� ww Z Z 'wn w V (9 d' r cf) J w *1 r� L�J ,.Gleo.x �Wrti &J.o EY. dNli. clocked tryc 41G dow 0M324)tG. Sheet: S1 of: 282003 f 0 0 CHI 1/N OR Clow TO E/ MET'IE 10d N COME. 2X4 NAIL TO EACH TRUSS MEMBER ROOF I `1/16" SOLID USS OSB OR V!" CDX FRAMING SECTION THRU CHIMNEY CH INTERIOR CHIMNEY CH1 @_INTERIOR CHIMNEY DETAILS I/1• 3/4" FLOOR 5NEATNING NOTE: 1 V)' SPAGYa QENi GF � OF TWO F43ERS ALL R1L411 I1AtFRIALS. AND ONE TREAD. EXCLUSIVE Qy OF THE PROUECTIOII OF L NOSM• SMALL EXCEED SS 11 2XI2 TREAD tJ NOTE: SEE FLOOR E PLAN FOR IV TO IR' GAP TYP. Z TREAD DEPTH IW woo TRUSSE: .'AL BRACI�ts Q I' 2X12 2.0" oz 0 36. OL, 2x12 STAIR STRMER J LL O W IX6 LU � ei RACM I" N051NG MAX. Qr DETAILzQ IX6 RISER BACKING STAIR TREAD X To III~ w w w 2XI2 STRINGER FASTENED v)• DR7v4LI `:� a BOTTOM 4 WEDGED 4 TOENAILED INTO 2-2XIO 2X STUD L Rip a 00 FIN 5KJW eoA� 2xQ STAIR t) TOP IF AT STAIRS 2)v TREIA �,,,�• STRINGER Q .�;..e.f.�..., 2X STUD WALL TYPICAL S I NG L E DETAIL: M 2X4 5TRPIGER RUN STAY` I}' 3'-0• 4,LEDGERNANDIzAIL 3 -3• 2x4 NAILER TO WALL DETAIL: STAIR TREAD � WALL P.O. UPLIFT FR0M TRW M44FACIUFER • MSK STRAPS (Slf'SCN) MPL NAILS TO FEAT. (EALfI STRAP) F@l • OF 3/16' TAFOM TO CM (EACH $TRAP) THE MI59ED FILLED CELLS CAN BE REPAIRED CI I REBAR (SEE EPDXY BY EPDXY S AND SPECIFICATIONS PROPERTIES AND SPECF1GAtIOHIS • CONCIE5IVE LkWIV LPL OR EOLNALENT ') INTO BOND BEAM AMD INTO TW FOOTING FOR ALL FILLED LLS FIELD 0-131 I 1 4 SMOWN ON FLANS BUT NOT FILLED IN THE PROVIDE 6• M01 EMBED. AND 3/4.1 HOLE INTO evllll M L9P•AI7 AFAM ANO TU R FOOTPY 132•N60 2 1 4 IF AN •A• STRAP 19 MISPLACED —TOP OF BOND BEAM OR FORGOTTEN AFTER TFE + PO1 M43 OF THE LINTEL BEAM PRE-ENGINEERED AT TOP OF Cl'U WALL THEN A WOOD TRUSS SrV-WN MTSI6 CAN BE SUBSTITUTED — — — _ _ _ _— FOR EACH MISSED •A• STRAP (TYP. UONJ PROVIDE 20 Go. GALV. PLEASE SECURE EACH MTSi6 812 TRUSS fM UV FOLLOWING THE ATTACIED TABLE AND TFLA9HO�FOR (IBCSIDCB�E ACCORDING TO THE UPLIFT SWOON FROM PROVIDE 29• T1E TRUSS MANFACTUIMt INSTALL ALL SPLICES (TYPJ TAPCOdS WR11 1-W2• MN EMBED. 2 LINTEL BEAM OW (1) 5 CONT. C711 FILLED CELI.AL 9• ChU WALL-2 (V 5 SIMF-J N MTS16 ATTACH TAPC,ON.S EF�OXY GROUT 5 EVERY OTHER HOLE MO FOOTING AND TOP OF FOOTER BEAM 0W 6• r101 EMBED. NOTE. TAPCOIUS SWOU D BE INSTALLED N STRICT ACCORDANCE WITH TIE RECC tlEPWATIONS, NOTE, EPDXY GROUT SHOULD BE INSTALLED N MANIFAC11aIER'9 STRICT ACCORDANCE WITH T1E MANUFACTURER'S RECOMMENDATIONS. MISSED •A• STRAP DETAIL MISSED FlLLEO CELL DETAIL MS MFC 24• 5 AT AV --l24— or_ PROVIDE (U 5 AT 4W OC, VERT. AND (2) 5 _ BELOW EA POST LOCATION FILL ALL CELLS URTH 2500 PSI CON- ALTERNATE 40049 N FND. BRACE EXTERIOR SIDE OF WALL OURNG S• WHPACTICN OF T149 AREA 5 • 4W OC. —\ ------------ —-------------------------------------------- ---- 5TAIR AND LANDING DETAIL RRIC) ENGINEERING Im7) IT. -OW M I.M T74-N77 ►A. fey 141613 gU&WM SWOM R =716 to CM J w re L•. OE� 5EE FL�FO2 P05T aim°� A �noOOw •D 1Alf � f [E S (u 5 CONT. (2) SRTPSON TS22 (24301-b. max UPLIFT) of ( GSZDER (2) HUG14=S RT22112 (2S30Lb. max UPLIFT) or PROviDE EN W ... ....w• HEAD JT. AT oC (2) SEMCO ADS-2 (3412Lb. max UPLIFT). Q FOR WEEPS -SLOPING 2x4LAFOSORT SEEAIL f DE AWAY OOtBLE TOM-1 PN FOIINTIrY MOUE PATE desipr:0 sY ^I Y MK I /- II I!Mad& Virginiz7 - a (4) 5 Cow. AS t 71-0' 3• L RE AR sllouN .(-----�j ALL 1�BAR fTYPJ &RTAIN'NG WALL AT PATIO NOTE. BRACE BDE Q= WALL ADEOLLATELY O.. COMPACTION FOR PATIO SLAB, LEAVE BRACES N PLACE FOR T DAYS AFTER PATIO SLAB IS POURED W da* 01-22-01 LL- sheet Ao*bUceme0r- SUS2 DETAIL for (2G BSTITUTION for (I)1I a GIRDER CONNECTION 31P . r-O' • C HANDRAIL TO HAVE A CIRCULAR GROSS SECTION DIAMETER BETWEEN 1 1/2" TO 2 OR TO PROVIDE GROSS SECTION WITH EQUIVALENT GRASPABILITY PERFORMANCE REFER TO FLOOR PLAN FOR STAIR SECTION SPECIFIC TO THIS MODEL L�710 0 IX RISER 2X12 TREAD SUM OF (2) R15ER5 PLU5 (1) TREAD MU5T EOUAL 2411 TO 2511 5/4' 51.18-FLOOR — FLOOR TIC,{ 2X6 STAIR LEDGER CONNECTED TO FLOOR TRUSS WITH IOd NAILS ®(b' O.G. WIL ATTACH EACH 2X12 STRINGER TO LEDGER WITH(2)Ibd HAILS THRIJ LEDGER INTO STRINGER AND (2)IOd NAILS TOE -NAILED ON EACH SIDE ATTACH RI TO EACH STRINGER W/ )6d NAILS CH LS r co J W 0 iw Lei ►i 1tl 2XI2 STRINGERS AT SIDES AND CENTER OF STAIRS I TOTAL STAIR RUN 13et� WITH 2X4 SPACER AT SIDEWALLS. ATTACH SPACER i. TO EACH STUD WITH (2)IOd NAILS MIN TREAD = q" EXCLUSIVE OF NOSING TY'FICAL 5—TAIR CONSTRUCTICN �ETAIL I ftft W..d � *_ aaaeer••Y+Y+ dd& o1-mo+ N.T.5. �r Maria Virgo; �� •••.r�off08� P.E. S2.1 orMaa U ense s SNO MAY 2 8 20 ( a i ! mm mOVER TRIM LAYOIR DO P.T. OVER 00 CDR OVER 2X6 3)B• RGK sAUN PW SUBFASCIA OR__V?' ,E,XT. GRADE CY WhIT. ALUM vlc*u�a� VENTED SOFFIT OBL 2X0 FEARER FFOOR STRAPPMG FOR 4'-6• MAX. OPENPYs. OBL ?XIO 3 V2• COFIG SLAB FEARER FOR S'-s' %L+MEFMSH OVER 3 V?• COW SLAB MAX OPEmm UNO. 6 MU-. VAPOR BARRIER UIFIBER-ESH ON UR)OD POST OVER TREATED WOOD POST CLERK W!" PACIED PER FLOOR PLAN COPtPACTED FILL PER PLA4 FILL UV MONOLITHIC U®ROR OR APPED ®QMTV®CCO ®® ® FTC. W/ 7 -5 BAR9 SEE DOOR PLAN OR OR ' ..7 (SEE FLOOR PLAN) FOR POST SIZE l� ? • 5 REBARs THICKENED SLAB AT SCP SECTION O COVERED PORCH K BEARING PORCH POST — ueNDRA1L GUARDRAIL ELEVATION 13 ,.,�� a, v.�U ROOF TlalSs 2X! BLOCKJW . 74roG. (TIP. LATERAL..Al SUPPORT • TOP AT FRAM WALL PER TRISS LAYOUT (2) Rd NAL$ TO ROOF MISSES) C B (TYPJ 2) Ud NALS (TYPJ -J :-7?Am ula.Ess OTHERWISE NOTED V21 ORTWALL 2 - 2X TOP PLATE !( ON FLOOR PLAN W( Y.Y 32. OIC �l VJ• DRYILLALL R-n BAIT wst ATION h-- STUCCO ?•OsTRAP TIES ERIS•� 0SfL FIN SIDE) OOVVER WALL R/S CEOAR FN19F() (OE EACH . TOP OF FR.AYE Q 2x sibs IS' O�G POST PER FLOOR FLAN 2X BOTf. PLATE nV O SEE FLOOR RAW INTERIOR AND 32. OTC PAW COW- SLAB FOR POST SUE - Q U_ BRACING AT NON —LOAD BRIG. ELEVATION ®REAR PORCH POST NB iw'� EPP EXTERIOR WALL DETAIL O U MONOLITHIC DETAILS SIMILAR, UIOOD BALUSTER UV DEG WOOD RA(L ABOVE THAT h1EETS CIRASPABI ,4 CODE TRPTr S TAIR CONSI . BEYOND WALL C. FIR" DM C. FIR WRTTBE)OARD (11,150 IMPERIA NEWELL PC RAIL I 2x6 WMmRAIL ABOVE TT ARAIL CAP T GRASPABILITY (CODE M 7BALUSTER--/�!'j f V C. FIR SKIRTBOARD NDRAIL OVER) ESTAIR / c- 10D RAILELITE I QRT -TR. PAST UTALL !4 / T A I R R A I L S Q m 3 . mn 1� ENGINEERING �A ou 14,41' PLi mom wo m FL R7N DETAIL ® HANDRAIL no" a acemm M 41919 ff N �$. WNr4 o E112 9 a X Z W ee c g um L O `. LL r to J W 0 r• O .Wed eY• d A'Ow11 pY• bmr � dreli.d b►. e.. Maria Virginia Cap imcm. p d 0 shee S3 41-ALuti.f.s."'m I• &- MAY 28 200 SANFORO 6UILOIN0 ACCep PLANS ARE RE ��i CON RST UEt, T I°�RMTvq PERMITD CONDiTIONA1lY THE WORIt e. E A t IG _ „S SSbED SHALL gg (CANCEL, A�7 q O? .:�. ,..,THp�,�,PROCEED WITH PROVISIOi1S 4.1. �,H_ ��! .^.•:: ASlpg VIOLATE, ISSUANCE O: A I+- . rr,:..GL CO ANY OF "e bEPT ROM TI t , �A..q - := r, -VENT NOR ; . • L R 710N O� EAR FZEr•.= r+, <, . THE Burl: OTHER VI O!A� O" 'fHE vUSRING A '� ° IQNS OF T►I- CONSTRLC c COpE� OFFICE. �J-%y PERMIT #�� ifl