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124 Bristol Forest Trl 04-1491 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER O- Centex Home_ s 385-Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176__ CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR — PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE Lo. SUBDIVISION PERMIT # ®k • O AC�k DATE (4 PERMIT DESCRIPTION PERMIT VALUATION qO SQUARE FOOTAGE d ff" 0 ft NVV 0 v ___.Jgq(gFgpTGATEYIAYJ--. City of SanforeA Certificate of Occupancy This is to certify that the building located at 124 Bristol Forest Trl for which permit number 04-1491 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden Engineering: D. Richards Public Works: R. Buckner Utilities: R. Blake Fire Department: Zoning: Centex Homes Property Owner 07/06/04 07/08/04 07/01 /04 07/ 12/04 07/12/04 Building Official Date DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION **** SINGLE FAMILY RESIDENCE**** 07/02/04 04-1491 124 Bristol Forest Trl CONTRACTOR: Centex Domes PRONE #: Phillip 321-377-5281 C�� W-N19" 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. ngineeri El Fire N/A_ _ ❑Public Works ❑Zoning N/A ❑Utilities ❑Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 010 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: 07/02/04 PERMIT #: 04-1491 ADDRESS: 124 Bristol Forest TO CONTRACTOR: Centex Homes PHONE #: Phillip 321-377-5281 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Fire N/A_ ,.sue ublic Works 0,,K� 7-e' ❑Zoning N/A ❑Utilities El Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) C,. CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION' **** SINGLE FAMILY RESIDENCE"" DATE. 07/02/04 w PENT #: 04-1491 _' _ -' >AJ o �' ^.❑C} v 1 ADDRESS: 124 Bristol Forest Trl 'r " w c . CL cn au CONTRACTOR: Centex Homes PHONE #: Phillip 321-377-5281 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Public Works tilitM f 7rz/may ❑ Fire N/A- 0 Zoning N/A, ❑ Licensing N/A CONDITIONS:. (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD 7/09/04 Address Misc. Information Inquiry 15:08:27 Location ID . . . . . . . 247745 Parcel Number . . . . . . 22.19.30.502-0000-0150 Alternate location ID . . Location address . . . . . 124 BRISTOL FOREST TR Primary related party . . Type options, press Enter. 5 View detail Opt Description PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information PRESERVE AT LAKE MONROE ************** LOT 15 ************ SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1491 PD 4-6-04 SEE REC#6593 3/4"WA METER SET FEE $190.00 PD 4-6-04 REC#6593 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 124 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FIL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GIPS (Type): or ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION COMMUNITY NAME &COMMUNITY NUMBER B2. COUNTY NAME 63. STATE [Bl�NFIP SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE 68. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12117CO035 E 4/17/95 4/17/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropdate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) 13. 4 ft.(m) o b) Top of nerd higher floor N/A. _ft.(m) . o c) Bottom of lowest horizontal structural member (V zones only) N/A. j.(m) N o d) Attached garage (top of slab) 13. 0 ft.(m) 0 o e) Lowest elevation of machinery and/or equipment W M servicing the building (Describe in a Comments area) 13.0 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 12.3 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 12. 6 ft.(m) o h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) In C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: DAVID M. DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. AUUHEbS CITY STATE ZIP CODE 1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 STUVIU t DATE TELEPHONE �� R veti;� 7f7/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. i 124 BRISTOL FOREST TRAIL For Insurance Company Use: CITY STATE ZIP CODE I Company NAIC Number I SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The Ic!nl 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 for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. 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: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 15, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1"=30' GRAPHIC SCALE 0 15 30 TRACT A STORMWATER MANAGEMENT AREA s S54'23'11 "E 50.00' �O ' LOT 15 ro 6,000 SO.FT.t n 40. W aw O oN aw ONE STORY O- Z CONCRETE BLOCK LOT 16 ? RESIDENCE o FINISH FLOOR to ELEVATION=13.37- F Z COVERED xa - ENTRY 6.0' a „ U n J a N � U 5.0' o oa to LOT 14 oa o to o to 0 (V In I� E CONCRET-.; I I >'DRIVEWAY I N I N . WALK IS �s 0' UTILITY EASEMENT �`� WALK 15 0.2' OFF N54'23'11 "W 50.00' 11 I ml. alo MIS NI PI 585.00' � I 25.33' ...... /�PT CERTIFIED TO AND FOR THE CENTERLINE OFF S54'23'11"E 610.33' �-� RIGHT -OF- WAY - EXCLUSIVE USE OF; COMMERCE TITLE COMPANY BRISTOL FOREST TRAIL COMMERCE TITLE INSURANCE COMPANY 50' RIGHT-OF-WAY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD AND ANY INCONSISTEENCESIFIED HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY. BUILDING SETBACK LINE 2. PROPERTY CORNERS SHOWN HEREON WERE CENTERLINE Q FND NAIL AND DISC ON 07-02-04, UNLESS OTHERWISE SET/SHOWN. RIGHT OF WAY LINE LB #68 (07/02/04) 131.2 4 EXISTING ELEVATION Q SET 1/2" IRON ROD AND CAP O _. __� _ LB #6393 (07/02/04) 3. THE SURVEYOR HAS NOT ABSTRACTED THE O CONCRETE CNA CORNER NOT ACCESSIBLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS 0 DENOTES DELTA ANGLE WAY, RESTRICTIONS OF RECORD WHICH MAY LS FIRM LAND SURVEYOR L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT REFERENCE MONUMENT PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (P) PER PLAT - PI DENOTES POINT OF INTERSECTION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) MEASURED PCDENOTES POINT OF REVERSE CURVATURE PT LOCATED EXCEPT AS SHOWN. FND FOUND DENOTES POINT OF TANGENCY TYP TYPICAL C/W S/W CONCRETE WALK SIDEWALK A/C AIR CONDITIONER 5. NOT VALID WITHOUT THE SIGNATURE AND THE CP CONCRETE PAD CBW CONCRETE BLOCK WALL ORIGINAL RAISED SEAL OF A FLORIDA LICENSED CS C CONCRETE SLAB CHORD LENGTH RP RADIUS POINT CHU OVERHEAD UTILITY LINE SURVEYOR AND MAPPER. PK PARKER KALON ID IDENTIFICATION .. R RADIUS POL POINT ON LINE ' POC POINT OF CURVE PCC POINT OF COMPOUND CURVE 4. COMM7/95 NI Y PANEL Hnv EXAMINED HE DAI"ITED NO 120294 0035 E DATEO 4/17/95 AND FOUND I HEREBY CERTIFY, THAT THIS BOUNDARY THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE %, AREA OUTSIDE 100 YEAR FLOOD PLAIN. SURVEY, SUBJECT, TO THE SURVEYOR'S NOTE THE SURVEYOR MAKES No GUARANTEES AS To I CONTAINED HEREON MEETS THE APPLICABLE THE ABOVE INFORMATION. PLEASE CONTACT THEMINIMUM LOCAL F.E.M.A. AGENT FOR VERIFICATION. TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY --- BY THE FLORIDA BOARD OF PROFESSIONAL VERTICAL CONTROL AS FURNISHED. _T.� SURVEYORS AND MAPPERS IN CHAPTER BEARINGS SHOWN HEREON ARE BASED ON 61G17-6, FLORIDA ADMINISTRATIVE CODE THE SOUTHEASTERLY LINE OF LOT 15 ,t � PURSUANT TO CHAPTER 472.027, FLORIDA BEING S35'36'49" W PER PLAT. STATUTES. (FIELD DATE:) 3-31-04 pi REVISED: SCALE: i" = 30 FEET.,.-: APPROVED BY: SJ , FINAL 7-2-04 cKe AMERICAN SURVEYING & MAPPING r FORMBOARD 4-20-04 VH JOB N0. ASM39629 CERTIFICATION OF AUTHORIZATION NUMBER LB 6393 N y : TORE - PLOT PLAN 2/16/04 SDO 1030 NORTH ORLANDO AVENUE, SUITE B. 4 i. (4 -�-0 FIRM DRAWN BY: LOT FIT 12-17-02 CKB WINTER PARK, FLORIDA 32789 (407) 426- 79 79 DAVID M. DeFILi 0 - S #5038 DATE CITY OF SANFORD PERMIT. APPLICATION Permit #: / / l Date: �� `(i kA Job Address: (1"1 f tL6ck �Yecs..-1 ��.11 1 E d c 1� Lot Description of Work: New Single Family Residence Historic District: Zoning: Value of Work: S I Permit Type Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool" Electrical New Service — # of AMPS Addition/Alteration Change of Service_ Temporary Pole Mechanical Residential ' Non -Residential Replacement -New (Duct Layout & Energy Calc. Required) Plumbing/ New'Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines :Plumbinj/N w Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential ` Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel # (Attach Proof of Ownership & Legal Description) i Owners Name & Address: CentexHomes 385 Doualas Avenue, Suite 2000 Altamonte S'prinas, FL 32714 Phone: 407-661-2150 r Contractor Name.& Address: Approved Electric Co. of Florida 4874 S. Orange Avenue i. Orlando` Florida 32806 State License Number: EC0002494 Phone'& Fax 'Tax 407-851-1226 Contact Person John Findlay Phone: 407-851-1220 Bonding Company Mortgage Leader ;; ddres ,Arc itect/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: Feertify 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. iNOT E: In addition to the requirements of this permit, there may be: additional restrictions applicable to this property thatmay be found in the public records of this county;, and there maybe, additional permits required from other governmental entities such as water management districts, state agencies, orfederal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements FS 713. Signature of Owner/A ent , Date ure of ractor/A ent. Date 8 8 Charles W. Cannon Pant Owner/Agent's Name n Contractor/Agent's Name' f Signature of Notary -State of Florida Date Signature of Notary- ate of Florida �iyrP� PATRICIAA.Iy"��?.AC V OF 0 MVC'Ok h! SSION V-DO 3?Ob Owner/Agent is Personally Known to Me or Contractor/Agent is Personahy or XPIE�: Ma.o z9, z �,, _Produced ID _ Produced ID , FI. No4a,y semce a na 4, n, Ir APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial& Date) (Initial & Date). (Initial & Date) (Initial &,Date) r� f ,J CITY OF SANFORD PERMIT APPLICATION '1 Permit # :_ % - / y 9/ Date: Job Address: / Z y 6ai-fe FweS-f gyros Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing I✓ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2- Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential 4/ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: ��x " Phone: Contractor Name & Address: ,32 (State License Number: iiE!ZQ-S' 76 Off Phone & Fax: Y�7 p 7 2-3 5-1 8p0/p -r7JPY Contact Person: Phone: yy0 �i Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there 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. &'.AlAgnjo Y- Signature of Owner/Agent Date Signature of Contractor/Agent Date CJ Print Owner/Agent's Name P Contractor/Agent's tractor/Agent's ame Signature ofNotary-State ofFlorda Date SignaeofNotary-StateofFlorida 4-I a -oil Date P B�- FLORENCE A DE GRAVE * MY CO N # DD 16 180 Owner/Agent is _ Personally Known to Me or C /g rsonal)yK�tpwn to Me or Produced ID sr�, DFFL Ce �m�OI I[ 2UUti Services APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) POWER OF ATTORNEY Date: 10 —0- I, E�+ �� e1*6*yA do hereby authorize 47c(wC"/c( A lei ` 6v,j to pull the PIw►permit for FDr'CSf type of pe address Signature as �. �,njtta; No .tary �o�aalby_k-no to me or drivers license # State of Florida, County of cacc,'Qon Ppa 1 200.4-4, T. S. SLONES ..r,� *: MY COMMISSION #-DD 152189 7a a EXPIRES: November 30 2006 pF ryd Bonded Thru Notary Public Undrwdrers 2'` day of COUNTY OF S[MINOL[� IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75929 ' BATE-7_. BUI UNIT DR PLAT OWN[R NAM[: ADDRESS: 7/��I/c �-'~- -- `----~---7---------------�----��-�----------�' APPLICANT NAHE: ADDRESS: ____ _ ________________________-__-`_-----_- LAND USE CA7E8ORY: (}01 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction __________________________________________________________________ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST 8CHEDULE DESC. UNIT OF UNITS -------------------------------------------------------------------------------- ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH Q dwl unit $ 142.00 1 $ 142.00 , LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 - AMOU�7 DUE $ 2,285.00 STATEMENT RECEIVED BY: '' SIGMAT (PLEASE PRINT NAME) i DATE�' '' -----f�-'��- -- �� NOTE TO RECEIVING SIGNATORY/APPLICANTr FAILURE TO NOTIFY OWH[�< AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** . PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITlEN REQUEST WITHIN 45 CALENDAR DAYS OF THE REC[IVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE,PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT' HOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTN PARK AVEHUE SANFORD. FL 32771 ' PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEJUEHCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT*************f****** CITY OF SANFORD PERMIT APPLICATION , + Permit # : � L1 1 l ` te: AV 02 �C Job Address: /lam 111 Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: $ d Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ 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 losets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: I # of Dwelling Units: J Flood Zone: (FEMA form required for other than X) Parcel #: 22-19-30-502-0000— 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES 385 DOUGLAS AVE. , STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name & Address: PATRICK J . KNIGHT/CENTEX HOMES ( SAME AS ABOVE) State License Number: CG C049689 Phone&Fax: 407-661-2176/661-4089 Contact Pe so � J gK ES Phone: 407-467-2643 Bonging company: NA Address: Mortgage Lender: NA Address: --r,, d Architect/Engineer: HURRICANE ENGINEER-I-NG JF16 ► � L""' <:Phone: 407-774-9003 Address: -SPRINGS, EL _ 32716-Fax: 407-774-8477 Application is hereby made to obtain a permit to do the workand inR-Kionas d c 4di,ce i that no work of installation has commenced prior to the issuance ofa permit and that all work will be performeto=meetstaa s rt n$g, o tructioninthiejurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMflING, S, PikACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. Ti - OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien aw, FS 713. JAN 2 3 2004 Signature of Owner/Agent Date Signature of Con or/ gent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is - Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bidg:'t/)' 3 [ 1 A Zoning: (Inirial & Date) Special Conditions: PAT KNIGHT ri t Contractor/Agent's Nam JAN 2 3 2004 Signature of Notary-Sta a Florid Date Contractor/Agent is XX Personally Known to Me or _ Produced 1D Utilities: FD: (Initial & Date) (Initial & Date) _ KIMBERLY A. BROWN EXPIRES: March 29, 2004 3ontled Thru Nn!an a. ry,r' t;^dPrwnters 4s1Sb.� a City of,Sanford Building Division 16 qo:� Submittal Requirements for Residential Building Permit ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). ❑ 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating Tooter sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. **The State of Florida requires bathroom compliance with Florida Accessibility Code- c. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed Plan is to indicate span, size and species of materials to be used. f Engineered truss plan with details ofbracing, 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- Ir. Square footage table showing footages: I. Garages/Carports 3�� sq_ ft. 2. Porches/Entries -- 3_Z sq.11. 3_ Patio(s) LLA sq- ft. 4. Conditioned Structure sq. R. �. Total Gross Area _ 1Z/ "� - sq. tt. ❑ 3. Three (3) sets ofcompleted Florida Encrgy Code Forms_ ❑ 4. Soil analysis and/or soil compaction report If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to �.. be made. b. Septic tank permit issued by Seminole County I Ieakh Dept- C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit_ d. Seminole County Road Impact fee statement. C. Property ownership verification. f. Driveway permit issued by City Engineering Department. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under cite ordinances. JAN 2 3 2004 Date Owncr/Agent Signatu' i - - - Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL i r <;:1 Back ScmintA, County I' lift! K. First St. { 1 w tf 401-665-.7+G06 2004 WORKING VALUE SUMMARY GENERAL S3-SANFORD Value Method: Market Parcel Id: 0000-050 150 Tax District: WATERFRONT 000- Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Just/Market Value: $13,680 Property Address: 124 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vaclimp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 15 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. "" Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_County_title?PARCEL=2219305020000O... 1 /26/2004 F Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, Fl- 32714 Office: (407) 661 -21 50 Fax: (407) 661-4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for 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 �6� PATRICK J. KNIG CGC049689 STATE OF FLORIDA LOT COUNTY OF SEMINOLE The foregointrument was acknowledged before me this m.m 00 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. t NOTARY PUBLIC _ KIMBERLYA.BROWN —� MY COMMISSION # DD 098590 _ ,.• 'a= EXPIRES: March 29, 2004 Bonded Thor Notary public U;iderwntere —, PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 15, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 15 CONTAINS 6000 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2120 SQUARE FEET t TOTAL CONCRETE 491 (WITHIN LOT ONLY) SO. FT, t TOTAL SOD 3389 SO. FT, t PERCENT OF CONCRETE & STRUCTURE TO LOT 44% t 1"=30' GRAPHIC SCALE 0 15 30 LLJ rn LOT 16 0 � (D O I" i CV z BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 15 BEING S35'36'49" W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: Si JOB NO. ASM39629 PLOT PLAN 2/16/04 SOD DRAWN BY: LOT FIT 12-17-02 CKB 585.00' CENTERLINE OF-7 S54-23'1_1"E RIGHT-OF-WAY SOUARF FOOTAGE (UP TO CURB) LOT 15 UP TO CURB CONTAINS 6550 SQUARE FEET t THIS STRUCTURE CONTAINS 2120 SQUARE FEET f CONCRETE 824 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3606 SQ. FT, t TRACT A STORMWATER MANAGEMENT AREA 50.00' S54'23'11 "E , LOT 15 6.000 SO.FT,t 1 1 DRAINAGE TYPE B 1 I n I n I 1 40.00' a m o LOT 14 PROPOSED u (� � 0 1692 P Z M O . o FINISHED FLOOR 4 ¢ (V ELEVATION=12.80 a Lr) .— V) COVERED n ENTRY 6.0• - - II . r.> 1p 14.0 5.0' W 1 .0'_. O. D' .—.—.J I V :"DRIE YI I I N 1 •,:•10' UTILITY EASEMENT 50.00' ;3 Tb 0 n vi I V) 1 I25— PT . 610.33' BRISTOL FOREST TRAIL PIANI `�1r MWE® 50' RIGHT-OF-WAY -CITY OF LEGEND — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY — — CENTERLINE PCC POINT OF COMPOUND CURVATURE - — — RIGHT OF WAY LINE POC POINT ON CURVE X PROPOSED ELEVATION OR OFFICIAL RECORD PD PLANNED DEVELOPMENT. PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRIM PERMANENT REFERENCE MONUMENT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL (P) PER PLAT A/C AIR CONDITIONER (M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP. RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD SO. FT. SOUARE FEET PB PLAT BOOK NG NATURAL GRADE R RADIUS R/W RIGHT-OF-WAY PGS PAGES AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2-l�^a4 FOR THE FIRM AM 9Fl JR. PS #49 DATE G:VASM39WSM39629.dwa, 2/1612004 10:45:44 AM This Instrument Prepared By: 11111 li 11111 Bill Hill lm II lil hill it ill 11 iil II Iil I III 111111 NAME: 'Debra A. Riggs -Centex Homes V385 Douglas Avenue, Suite 2000 Itamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINULE.CULNTY BK 05181 PG 1416 CLERK' S # 2004014077 RiCURDED 01/29/2004 042:54:01 RM RECORDING FEES 6.00 RECORDED BY S O'Kelley THE UN13ERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT � , PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 CERTIFIED COPY Interest in Property: FEE SIMPLE INTEREST MARYANNE R10RS® Name of Fee Simple Titleholder: N/A ILERK OF CIRCUIT COUKA COUNT . ORIMI 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 ;NNN9V 2 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MB THIS JAM 2 3 Z004 BY DEBRA A . RIGGS., OFFICE MANAGER CENTBX REAL ESTATE CORPORATION, A NEVADA CORPORATION mWe 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. 6L��) NOTARY PUBLIC ............................................s JACKIE CAINES Comm#DD0262902 rxpires 1/2112008 s ^^-^..dad thru (800)4324254C Flar da Notary Assn., Inc ....................................... a ` FG-RM, 60OA-2001 FLORIDAE G EFFICIENCY CODE FOR UILDING:CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1692 LMR,0/ Builder: CENTEX HOMES Address: 1a4 BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central L New construction or existing New _ 12. Cooling systems 2_ Single family or multi -family Single family _ a. Central Unit Cap: 30.01cBtu/hr _ 3. Number of units, if multi -family l _ SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A _ 5_ Is this a worst case? yes _ 6. Conditioned floor area (ftz) 1692 ft' c. N/A 7. Glass area & type _ a. Clear - single pane 152.0 ftz _ 13. Heating systems b. Clear - double pane 0-0 ftz _ a. Electric Heat Pump Cap: 30.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 7.80 d- Tint/other SHGC - double pane 0.0 ftz b. N/A _ 8. Floor types _ — a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft _ c- N/A b- NIA _ _ c- N/A 14- Hot water systems 9. Wall types _ a- Electric Resistance Cap: 50.0 gallons a- Concrete, Int Insul, Exterior R=4.1, 956.0 ftz _ EF: 0.86 b_ Frame, Wood, Adjacent R=11.0, 230.0 ftz _ b. N/A _ c- N/A _ _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ftz _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup- R=6.0, L0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.09 Total as -built points: 22329 �� Total base points: 24359 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: � N 2 9 2n04 hereby certify that this building, as designed, is in . compliance with the Florida Energy Code. OWNERIAGENT: DATE: JAN 2g 2004 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL91 Aik f 1 E W. DATE:�� r a arr a s .A r ,r n n a �r,n as aq EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1692.0 25.78 7851.6 Single, Clear W 1.4 6.0 32.0 53.47 0.93 1589.8 Single, Clear S 1.4 6.0 32.0 44.66 0.89 1268.3 Single, Clear E 1.4 8.0 40.0 59.31 0.97 2298.3 Single, Clear E 1.4 6.0 32.0 59.31 0.93 1765.0 Single, Clear N 1.4 6.0 16.0 27.96 0.95 424.4 As -Built Total: 152.0 1345.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 230.0 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956.0. 1.18 1128.1 Exterior 956.0 1.90 1816.4 Frame, Wood, Adjacent 11.0 230.0 0.70 161.0 Base Total: 1186.0 1977.4 As -Built Total: 1186.0 1289.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value . Area X SPM X SCM = Points Under Attic 1709.0 2.13 3640.2 Under Attic 19.0 1709.0 2.82 X 1.00 4819.4 Base Total: 1709.0 3640.2 As -Built Total. 1709.0 4819.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 172.0(p) -31.8 -5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p -31.90 -5486.8 Raised 0.0 0.00 0.0 Base Total: -5469.6 As -Built Total: 172.0 -5486.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1692.0 14.31 24212.5 1692.0 14.31 24212.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB 0.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32336.8 Summer As -Built Points: 32367.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 32336.8 0.4266 13794.9 32367.2 1 32367.2 1.000 1.00 (1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 10922.7 10922.7 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1692.0 5.86 1784.7 Single, Clear W 1.4 6.0 32.0 10.74 1.01 346.7 Single, Clear S 1.4 6.0 32.0 7.73 1.04 257.1 Single, Clear E 1.4 8.0 40.0 9.96 1.01 402.0 Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8 Single, Clear N 1.4 6.0 16.0 12.32 1.00 196.5 As -Built Total: 152.0 1526.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 230.0 1.80 414.0 Concrete, Int Insul, Exterior 4.1 956.0 3.31 3159.6 Exterior 956.0 2.00 1912.0 Frame, Wood, Adjacent 11.0 230.0 1.80 414.0 Base Total: 1186.0 2326.0 As -Built Total. 1186.0 3573.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1709.0 0.64 1093.8 Under Attic 19.0 1709.0 0.87 X 1.00 1486.8 Base Total: 1709.0 1093.8 As -Built Total: 1709.0 1486.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 172.0(p) -1.9 -326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0 Raised 0.0 0.00 0.0 Base Total: -326.8 As -Built Total: 172.0 430.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1692.0 -0.28 -473.8 1692.0 -0.28 -473.8 EnergyGauge@) DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4577.9 Winter As -Built Points: 6801.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6801.0 1.000 (1.078 x 1.160 x 1.00) 0.438 0.950 3535.2 4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2 EnergyGaugelll DCA Form 60OA-2001 EnergyGaugeWHaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50-0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 13795 2872 7692 =35910923 3535 7871 22329 CIiB S37rAr�0"rt+ � a EnergyGaugeTm DCA Form 600A-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT.#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Max1mum:_3 cfm/s .ft. window area; .5 cfm/s .fL door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1 _ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-77 OTHFR PRFSCRIPTIVF MFASI IRFS fmu¢f ha maf nr avi-anrlarl by all racirlanr 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be proVided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls ,607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. 1. New construction or existing New _ 12_ Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1692 fe c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 152.0 W _ 13. Heating systems b. Clear -double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 30.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 7.80 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int hisul, Exterior R=4.1, 956.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 230.0 W _ b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ftz _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, It. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH: Garage Sup. R=6.0, 1.0 It _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) sTgl�� in this home before final inspection. Otherwise, a new EPL Display Card will be completed �o�TM �o,r based on installed Code compliant features. "O __ t Builder Signature: Date: 1 ❑l� �: g �n®� d Address of New Home: 4p?�BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 *NOTE: The home's estimated energy performance score is only available through the FL41RES computer program. This is not a Building Energy Rating_ If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr" 'designation), your home may quay for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v32) 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 9008 RIGHT -I LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 0""2 109 COMMERCE STREET, LAKE MARY, F►. 9274e-6z Phone: (407) 831 2M For CENTEX HOMES Notes: Weather. Orlando —AR FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27518 Btuh Ventilation air 0 Cfm Ventilation air loss 0 Btuh Design heat load 27518 Btuh Infiltration Method Construction quality Fireplaces Area (ft) Volume (its Air change dhour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 1'692 1692 13536 13536 0.80 0.40 180 90 Heating Equipment Summary Make TRANE Trade Efficiency 7.6 HSPF Heating input Heating output_ 0 Btuh @ 47"F Heating temp nse 0 OF Actual heating fan 1000 cfm Heating air flow factor 0.036 cfm/Btuh Space thermostat Structure 19515 Stuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data n Ratelswing multiplier 0.98 Total sens_ equip. load 20095 Btuh Latent Cooling Equipment Load Sizing Internal gains 920 Btuh Ventilation 1474 Btuh Infiltration 2661 Btuh Total latent equip. load 5056 Btuh Total equipment load 25151 Stuh Req. total capacity at 0.70%SHR 2.4 ton Cooling Equipment Summary Make TRANS Trade Efficiency 12.1 EER Sensible cooling 20440 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0.051 cfm/Btuh Load sensible heat ratio 80 % BWd/itafx values have been meauenY ova►rfdden Printout c e0ed by ACCA to meet all requirements of Manual J 7th Ed. VVrjohr_-&Oft Right.We Restee:wat'r 5.6.06 RSR26013 200316(ar-26 W.10:33 F-Vh.1Cent.200211692116921ar page 1 e 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 D009 RIGHT-J CALCULA11ON PROCEDURES A, B, C, D r Entire House DEL AIR HEATING,AIR CONDMONING,R Job:1692 09-0"2 109 COMMERCE STREET. LAKE MARY, FL, 32745.5206 Prwm-. (407) 831.2685 Procedure A - Winter Infiltration HTM Calculation* 1_ Winter infiltration AVF 0.80 ach x 13536 fts x 0.0167 = 180 cfm 2. Winter infiltration toad 1.1 x 180 cfm x 32 OF Winter TD 6353 Btuh 3. Winter infiltration HTM 6353 Btuh / 190 ft2 Total window = 33.4 Btuh/fe and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 13S36 fP x 0.0167 = 90 cfm 2. Summer infiltration load 1.1 x90 cfm x 18 OF SummerTD = 1787 Btuh 3. Summer infiltration HTM 1787 Btuh / 190 ft2 Total window 9.4 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff_ x 90 elm = 2661 Btuh Procedure u . equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 *F Summer TV = 990 Stuh Sensible load for structure (Line 19) + 19515 Btuh Sum of ventilation and structure loads = 20505 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 20095 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 grAb moistdiff. = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2661 Btuh Equipment sizing load - latent 5056 Stuh *Construction Quality is: a No, of Fireplaces is: 0 eoMfW,c vawGAave been manuanyovwdddw Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WrIgtjjLSO1ft RSM-SWteReSiQet"-5.5_fRSR26013 200SAW-6p9 OM ACM efilesxca tac 2oo21169Y11ew.rsr Page 1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9010 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746.OM Phone (407) 831 2885 Job:1692 09-05-02 MLAAL J. IM W. 1 Name of ro= Entire House FOY BR3 GREAT RM 2 14R Length of exposed wall 172.0 ft 220 ft 35.0 R 20.0 ft 3 Room dimensions 7.0 X 11.0 R 13.0 X 16.0 R 17.0 x 20,0 ft Ceiings Condit Option 8.0 ft healfcool d &0 ftj heal/cool 8.0 1111 heatl000l 8.0 ft hea(kool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Arsa Load (Btuh) Area Load (BuM) EXPOSURE NO. Hig Cig (ftj Htg I Clg 01:9 Htg I Clg (M Htg I Cig ((t') Htg I Clg S Grass a 14B 4.6 2.1 1128 "" "" 56 - - 280 "" '" 180 Exposed b 12C 2.9 1.9 0 - - 0 - '"" 0 0 walls and c 13C 32 12 248 "" 120 - " ^' 0 "" parsons d 0.0 . 0.0 0 "" - " - 0 ^^ ^-• e 0.0 0.0 0 -'-- '-'- o -'-- •-•- 0 �-'- -•-- a -'�- -�- f 0.0 0.0 0 - `" "` 0 "" ""^ 0 """ "" 0 6 Windows and a 1C 37.0 112 4140 - 0 0 - 32 1183 " ` 32 1153 - glass doors 1)8C 37.0 " 40 1478 - 0 0 - 0 0 0 0 - Heating a 9C 38-7 " •0 0 "" 0 0 0 0 """ 0 0 d 1 C 37.0 - 0 0 TM*` 0 0 "" 0 0 "" 0 0 e 7L 20.0 O 0 "" 0 0 "" 0 0 "'- 0 0 f 0.0 0 0 "" 0 0 "" 0 0 """ 0 0 7 Windows and North 20.4 51 - 1040 0 - 0 1 - 21 32 - 653 glass doors - NE/NW 0.0 0- 0 0- 0 0 - 0 0- 0 Cooling ElW 54.4 101 - 6494 0 - 0 31 - 1684 0 - 0 SE/SW 0.0 0 - 0 0 - 0 0 - 0 0 `"` 0 South 0.0 0- 0 0- 0 0- 0 0 ""' 0 Horz 0.0 0- 0 0- 0 0- 0 0 ""* 0 8 Other doors a 100 14,7 9. 20 294 log 20 294 199 0 0 0 0 0 0 b 10D 14.7 9.9 18 265 179 18 265 179 0 0 0 0 0 0 C o.a a.0 o a o a o 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 sue 4405 1969 30 166 74 248 1143 511 128 $90 264 exposed b 12C 2.9 1.0 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 230 725 269 102 321 119 0 0 0 0 0 a partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e o_0 0.0 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 0 0 0 10 Ceilings a ioD 1.7 22 1709 2898 3804 77 131 171 208 353 463 340 577 757 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 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 0 0 0 s 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Flom a 22A 25.9 0.0 172 4458 0 22 570 0 35 907 0 20 518 0 (Note: roorn b 1943 1.1 0.0 0 0 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 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floss) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 33.41 9.4 1MI 6353 1787 38 1271 357 $2 1070 301 $2 1070 301 13 Subl otal 1==0+8. +11+12 "" 25017 - "" 3018 - - 4655 - - 39M - Less external heatlng '"" 0 - "" 0 - - 0 "" - 0 - Less transfer 0 - "" 0 - - 0 - 0 - Heating redistribution ,••• 0 - ,•, • 0 - - 0 ••"• - 0 - 14 Duct loss 10 6A 2502 - 10 V. $02 "^ 10 OA 466 " ' 10°/ 304 - 15 Tohd loss =13+14 "" 27518 - 3320 "" "" 5121 "" "" 4331 - 16 Int gains. Peopla (91 300 4 - 1200 0 - 0 0 - 0 3 "^ 900 1 2 0 0 a 17 Subtot RSH gain=? 8. ®200 2.16 "'" - 17741 "" - 11o0 "" )= "" "" 2874 Less external cooling "" "" 0 "" - 0 "" "" 0 "" ""' 0 Less transfer •••. - 0 •••• - 0 •••• •••• 0 •••• •••• 0 Coding redistribution - 0 '""" • a *'• "-, a "^. "'. 0 18 Duct gain 100 - 1774 101y, 110 10 "" 298 109y. 287 19 Told RSH gairr-(17+18)`PLF 1.00 - 19515 100 "" 1210 1.00 °� 3278 1.00 `*" 3162 20 Air requin3d (rhn) '^ 1000 1000 121 62 - 186 168 "" 157 162 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 4 wnghtsoi3 Rl9*$UittRe-S.5.05RSR28013 20034Asr-260910:33 A £.iFllG5Terrtex 2=169211692.m Page 1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9011 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET LAKE MARY FL 3274"206 Phone: (d07) 831-2665 m Job,1692 09645-02 t J: 7th Ed_ Name of mom IOT WICIL.DY MSR WIC 2 j4MANUAL Length of Exposed wall 31.0 ft 6.0 ft 220 ft 5.0 ft 3 Room dimensions 17.0 x 14.0 ft 6.0 x 11.0 ft 18.0 x 16.0 ft 18.0 x 5.0 ft Ceings Condit Option 8.0 ft heatfcod 8.0 ft I heave001 8.0 ft I heaVcool 0.0 ft heatfead TYPE OF CST HTM Area Load (etch) Area I Load (Btuh) Area Load (Bwh) Area Load (Bwh) EXPOSURE NO. Ht9 Clg (fib Htg I C19 On Htg I C1g Htg I C19 (+t.) Htg ay 5 Grass a 148 4.6 2.1 248 - 48 "" "" 176 ^^ "" 40 ""•" ""' b12C 29 1.9 0 - "" 0 0 ..« .... 0 ".. .... wal ar>d c 13C 3.2 12 0 - ""' 0 "�"" "*•' 0 0 Partitions d OA 0.0 0 "" 0 """ 0 0 e 0.0 0.0 0 ^^ 0 " "" 0 "" 0 f0.0 0.0 0 "" "" 0 "" "" 0 "'"' 0 .... �.` 6 Windows and a I 37,0 ~ 0 0 .. 0 0 - 32 1183 "" 0 0 glass doors b 8C 37.0 " 40 1478 "" 0 0 - 0 0 "" 0 0 Heating c Or, 38.7 " 0 0 "" 0 0 o o ~~ 0 0 d 1 C 37.0 0 0 ""' 0 0 ""' 0 0 "" 0 0 e 7L 20.8 - 0 0 "" 0 0 "" 0 0 '""' 0 0 f 0.0 - 0 0 "" 0 0 "" 0 0 "^' 0 0 7 Window3 And North 20.4 1 "" 19 0 ""' 0 1 ^" "" 21 0 "" 0 0 glass doors NEINW 0.0 0 """' 0 0 0 0 0 0 Cooling ENV 54.4 39 "" 2126 0 ""' 0 31 ""' 1584 0 0 SFJSW 0.0 0 0 0 0 0 "" 0 0 "" 0 South 0.0 0 "" 0 0 "" 0 0* '" 0 0 0 Horn 0.0 0 ^^' 0 0 "" 0 0 •" 0 0 8 Other doors a lOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D ,7 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 o p o 0 9 Net a 148 4.6 2.1 208 958 428 4S 221 99 144 664 297 40 184 82 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 part dons d 0.0 0.0 0 0 0 0 0 0 0 a 0 0 0 0 e 0.0 0.0 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 0 0 0 10 Ceilings a 16D 1.7 22 238 404 530 66 112 147 286 488 641 90 153 200 b 0.0 0.0 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 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 10 0.0 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 0 0 0 11 Floors a 22A 25.9 0.0 31 804 0 6 156 0 22 $70 0 5 130 0 (Note: roam t 19G 1.1 0.0 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 0 0 0 isdrs d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 33.4 9.4 40 1337 376 0 0 0 32 1070 301 0 0 0 13 SubtatW losses+8_+11+12 4981 - "" 489 "" ""' 3975 "" "" 467 Less E,d6fnal heating �.•• 0 •••• ••, 0 ••» «« ••«. 0 .... •••• p p Less transfer "'"" 0 »» '�' 0 0 Heating redistribution "" 0 """' 0 "" "" 0 `"" '""' 0 14 Duct foss 10 498 - 10 49 - 109 397 '"" 100 47 15 Total Loss =13-14 "" 54W - "" 538 - - 4372 "" "" 513 16 Int gains: People @ 300 0 0 0 ^" 0 1 300 0 "" 0 AppL 1200 1 "'" 1200 1 600 0 - "" 0 0 0 283 17 Subtat RSH gain=? 8. +12+16 "" "" 4679 "'" "`" w 3244 Less Enamel coding .•.• «« 0 «»- 0�. ,,, , 0 „� . .... 0 0 tra Less nsfer 0 0 0 Cooling redistnbuyon "" ^" 0 "" "" 0 '"" "' - 0 "" ,,,, '"*' 0 28 18 Duct gain 10 '"" 468 10 ""' 85 10 324 10 19 Total RSH 0n=(17+18)-PLF t.00 "" 5147 1.00 "`"" 930 1.00 - 3568 1.00 20 Air required (din) '" " t fl8 264 "" 20 48 ""`" 159 183 - 1 e 16 Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ �. Wrmgllht54ft RJg*SutteReaMer¢ial-5.5.06RSR26013 20034m-26W:10:33 EIFOesTentex ZWZt169Zt189Zrsr Page 2 03/26/2003 10:21 DEL AIR i 4076614089 NO.347 P012 RIGHT-i WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R job:1692 09-05-02 109 COMMERCE STREET. LAKE MARY. FL 32746-6208 Phew. (41M 831-2665 J: 7th Ed. 1 Name of room MBTH BR2 ETH J4MANUAL 2 Length of a gvmd wall 0.0 ft 31.0 ft 0.0 ft 3 Room dmsnsions 6.0 x 14.0 ft 18.0 x 15.0 ft 6-0 x 8.0 ft Ceilrgs Condit. Option 8.0 ft hwi/cool 8.0 ftl 1101Wcool 8.0 Itl heat/cool TYPE OF CST HIM Area Load (Btuh Area Load Mtuhh) d (ElWh) Area EXPOSURE NO- Htg Clg (1n � Htg S ( (inArea Htq Gig Clg 5 Grow a 14B 4.6 2-1 0 "" "" 120 '"" "" 0 ppg�d b 12C 29 L9 0 0 walls 8nd c 13C 3.2 1.2 0 "" "" 128 partitions d 0.0 0,0 0 "" 0 e 0,0 0,0 0 .... ^ ^ 0 - o 6 Windows and a 1C 37.0 " 0 0 "" 16 S91 °"' 0 glass doors . b 8C 37.0 ^ 0 0 "" 0 0 '""" 0 0 H&-Ang C 9C 38-7 " 0 0 ""' 0 0 "' 0 0 d 1 C 37.0 " D 0 "" 0 0 °"' 0 0 e 7L 20.0 ^ 0 0 '^" 0 0 ""' 0 0 t 0.0 -- 01 0 -'-- 0 0 0 0 •--• �" 7 Windows and mom 20A 0 - 0 16 "" 326 0 "" 0 glass doors NEJMN 0.0 0 - 0 0 '^' 0 0 "" 0 Cooling em 54A 0- 0 0 .... 0 0 0 .. SEISW 0.0 0 "" 0 0 '"" 0 0 "" 0 ..� South 0.0 0 ""' 0 0 """ 0 0 "" 0 Horz 0.0 0 ""' 0 0 """ 0 0 "" 0 B Other doore a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 1 9.9 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 14B 4.6 7-1 0 0 0 104 479 214 0 0 0 moosed b 12C 2.0 1.9 0 0 0 0 0 0 0 0 0 walls and c 130 3.2 1.2 0 0 0 128 403 150 0 0 0 partitions 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 10 Ceilings a 16D 1.7 22 64 142 187 270 450 601 48 81 107 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 0 0 0 31 804 0 0 0 0 (Note: room b 19G 1.1 0.0 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 displ- d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 do(rs) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 1n61iration a 1 33.41 9.4 01 0 01 18 535 160 0 0 0 13 SuWtal Wss-=6+8. +11*12 "" 142 "" "" 3270 - "" 81 Less external heating "" 0 "" 0 0 ..-� Less transfer ""' 0 0 0 ..., ,... Heating redistribution 0 "" "'" 0 "" "" 0 .... 14 Duct loss 100 14 "'" 100/ 327 - 10 8 15 Total loss =13+14 157 """ - 3597 - 90 - i6 Int. pkw; PeoplB @ 300 0 "" 0 0 - 0 0 '"^ 0 Apo-+11200 0"' 0 0 0 0 "" 0 "^ 17 7 ..+12+16 Subiot RSH gaits=8 - "" 187 """ ""' 1442 - 107 Lass arQemal 000" - o ..» »« 0 , 0 � .... Lam bansfer ---- -�-� 0 .«. «« 0 ..M ..» 0 Cooling redi%rbution 0 »» """ o •••• «•, 0 •--• .... 18 Ductgain 10 - 19 144 m "" 11 19 Total RSH gain=(17•i8rPLF 1.00 - 206 1.00 - 1588 1.00 "�' 118 20 Atr required (cfm). '"" 6 11 °L 137 61 "" 3 B Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VV"Sj"jCS0f1t RiyhtSuiteReNdertlWa 5_S.06RSFt2W13 2003-Mar-2609:10:33 E1FQeslCerdeu 20021169W W2.ry Page 3 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 D013 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING.R Job: U92 09-05-02 109 COMMERCE STREET. LAKE MARY. FL 32745.M Phamc (407) 831-2GM W S D W G L S S O N A S O O W G 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 FOY BR3 a n e a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 GREAT RM a n n a c n 0 d 1 1 90 1.0 1.4 1.0 6.0 20.4 32.0 0.0 KIT b n w a c n 0 d 1 1 90 1.0 IA 1.0 7.0 54A 40.0 0.9 WIC/LDY MBR a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 WIC MBTH BR2 a n s a c n 0 d 1 1 90 1.0 IA 1.0 5.0 30.4 16.0 16.0 BTH Wng t-yc ft REght.,S� Resld�lTM 5.5.06 RSR26013 2003Mar Z8 09103 ACM E-.TllesiCwft20031169Z11892.rsr Page 1 0141WID-- j ,- - 1 f :.:>6 L J� 4 ornpwa ass 01wtsa on (ia, arm Vol AV I"Ll y I 11111 y C B1 ' (S WTGYCDWTC rw ran IS' w1or DOM AAOILYA�� OC��M (r�G1Nit °C3JiriA). III IIIw "k III III W113 �" ► A oP110a1 am" am Locx POSITION WNI. DOOR "IN - IV-O' ue�N R�ATIew 2 REVISIONS DATE: ECN NO. APPVO: DESCRIPTION 11/00 - Mww I ore (1) WAS (2) FOR TRACK BOLT Noa2a+TAL rash surPoar w 20 rA WK CND P%CS ATrACW TO COOK OOOA MTM41A (TO SN3o WH VrH PAID= 1007-L-LOO SYSTCIr D (TOP. SOTTOw . CaATG� nrAfrO e0 ry w0oo 4" w Tw 7) S/ive _aN.wOOD w SCAMS. °°Ntb.00M L I S 7ay. ArAx wL As AN 0". r 2. OKV. vrCC1n ' - 1 WN. rwx 1 .0e0 so te°CoiN swla m m. 3-1/3 r13 a OAty, 11SL "vcm NIAcw. rover we (4) Ta49 eaCAm rG UC, • • ---.n yYr TV WEAR REPORT#9606C "p"20NfK C /` 7' 10 G Y_yAa, OeUTxr nLK / U.OMS N A 2-1-2-1 LeW Ne W OPMNI FAIT O.C. T.O V-SM ON OOrTOu 1EC/WN OIIS Y.PA10 a NCIR $=a. Cm) 11rS/S, S [Sfr wLTAL sOA.wo Non!pSS Vr To 7'-9- NXIN CONIST 0/ ((q SC=0iS (SNOrN . � . W U'v wAY101 A=' Z IaCnSC. wr e[ Iwim m 800na ovG 7'-0 MWI CONSI�T a (S) SCGnONi (NOT rJ+awN). (Wr Not K"W) TO PRO.10C A "W" w3xmN2 UW4C NO ZWAL 4" W NOT TIRA LOAD. US mLOw PINS, LW -I - 2• TwCx I/eACA1LC UTL NOlDCO YISIOE Srr N e-B _ 122 G P✓LV SttCL TMC7 wrxna lASiDI. 10 L44 avr la OA. wY. 11CLL LJTC P[TAo+iA /YO(1• rAN XCAD lCPlw rTTN ON[ S/I M111-a/a• IAOxn • SKIN <WiSO rrrX O-.0 wN IO JCTIM IDt UTo 1-H SI (C-W ) jl 0 I A'N Y SCV SCAMS. e i ly� INCH NINCLI Y MI'Y 'il• urr.ve rr Nwe�r `�µ Mr�� YW+r STOP WOULD" By NOR NaINi2A (TO SUIT). ' r20 G WIN. OALK S1IIL 00 STU 20 G OALV. STm M/TCJ(. PILL s p OALViw2W0. ONfCO.ON PRWG. ) On N "w",I (1.000 Pd WK CONCMO OA \7/Ie 1,0. xWXO PUYINOT AND A eAr(co-a IOLilwiltA sNw UTON 3NoAOCi /A•H• TAPta scA3'os a IT-I/2' Cprors (Loco IAS101G (ONC PG AO(1LA) \� 1e V, 7 WN C 1 COAT O 0 e0M 01R0 � TAr04 PS WN, CgyC�7� wAL1G1 WCLUOm WITX } S /(A� MN,7t 12 G aALV, ST[4 f0► SU:M MYJIORa, i' 0.0. NNE wALK11 PCOUKm 3. OALK SML TMCX FAMED r0 1A G N 1��" I yC11CM $US W P1% 3Xw. PO�.G�R. � 04 f+w WCX ON yTlll TMWNf. ANCNOM XiY N COVNTCAWwt I3 G ulV. Sft➢. TMbI YPArX[1t. P'4 X ) WICKV ARAONSD w/(.) WrtA ma EACH slOa Or Dove. (Wr NOT reavNeO) TO Mov10C A nusX TMfse AiTAplm ro jx11 ewcerU- tij ° A�.7 ♦ N �aol4wa Pa WO 4"04 Jl�.a e• awCR wCgL YOUNfINa a1WAaE, NMICaTIL LWa oo NOr WITH I 1/A'rS/e ear . NUT SNIO VP JOINTS. S nuNm I. W p1 TWO Ile 06% w4m OUr710C Kato 1141O1L (NO 3. OK SNORT. STEM. 10 14.4 STCCL AOUJX 14 G CALV. PC" / CSNNQ vu ._. rON.«m.TKfX UmK wt rOfw. I.C. ew NWOL C,Y071 Y IM0. Pp�P.e.nnN oI .— f .v oMrw. 1.1ycn r s rAmm Px IMN{ mta wwS�r(S) 1Sa/a• WSOa venal Noah VA"A P.L la . 3• TALL u.eAA ✓. I/Aµ7 i SW so G oALv, arCCL I~ iCAtw4 � ON �R f MC 0C77ON pI TNC iUPPaPINa STTI KRUTYL atpA3Nra DESIGN LOADS: +24.0 PSI at -.0 P PSF wn. TOLO,STA MTK 30 xS sKu eS ME r11•ONeIeYJrT ar TN[ TXTORSSOrYL or TEST LOADS: +JB-0 PSF k -J7.0 PSF WK.AQU or op001� RECOIIO POR 1HC SUILo1N0 OA JiPUCTUA[ ANO w ACCOROAJICS s• rALL K 20 G cxv, srcCL u.aw� [No suOC BOLT WIM cuAASM euxDoa oo0ti IW TXc LDIDS UaT[D a a.el.. wPPer Ws .wa W A 2-1-2-1 PATTGN 0 L. Two u- a'rus Loa( 0440 Tns wwlXc. wI rN A ANrm vK PART NO.: 1-T/S• ON eornW SSC110N, ONi U-YA ON NGT INTO KRnGY A fCOfxiN u4m V-w ATTA, m" 01K marm UANII Ebbs ON.nI.. 12 SL SiU IIOO r rnM 1 +j/i atv TArrwO wlcws Laac a a"a" N''n""" " IDEAL �InalnAa OK t32D2 I'm LOOATOL EACH SIDC un r ca TOLERANCES N. Tr. Na 1-SI7-� I-4lDO Of Doa. w a..1.Nw N.Nin w Irr7 r Weelemmoere. Im NCH I-al}712-7519 "".' ...7wla " wr•Iw1w .00 . #.Ol S u.nDN A.A t90r VIEW1 l a t t.� U. ow -A 000 # DESCRIPTION; MODEL BRST Wt 18-0 x 0-0: 24/-24,5 DESIGN LOAD 17 G WLV. S1[¢ CoTTOu mgme7. - S.Awb M wy �.�« ... �� * 001 DRAWN BY: BMW DATE: 4/18/00 SCALE: NITS DWG. ATTA00 MM (3) /INCH/a' aNCQ YRAL WMa. a Irr r.rwy vwnrnn�. �Q l��/1 Dopna - s VT CHECKED BY: MWK DATE: 4/I8/00 SHEET I OF I SIZE B TAWWXUX [xfnuaaX / may,/ /'ram/'/' Third Mqi. • MOM WrArp"In . Y / /�/'/ P/O SC(IM + _ UnW. a(WSO 0(A.M.. J DwasKxu AAc IN NCNcs, DWG. NO,: 1021J8 REV. NO. ) 3 QESiG Monf-L DESI • ATION: Thermo-Tru M-Swinq Door Wood ;',am" System - ,Single PRESSURE RATING 3 MAx iB' O.C. Single Positive. 67.0 PSF Negative 67.0 PSF MAXIMAL O0. R I I NOMINAL 517E Single up to 5'4 x BAD w/wo sidscfes , Double up to 8�4 x 8'0 r/wo sidoli!sa - • • Single with S(Oel(tes Positive 60.0 PSF Negative 60.0 PSF n • . .• Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF nc.fa ONQGIII AR TIDNs_r x, Ox, x0. OX0. xx, OXXO CENCRAI DFSGRIPTION' The head and side iambs are fingetioint pine measuring a min. 4-9/16' with a 'r/2' robbeted stop. :' G :�. ' ;�,;•�! 3/16- TAPCON 11AX 1d' O.C. 1/2'p1YWALL TYPE ANCHOR 3' TYPE ANCHOR . 7 •. • 3118- TAPCON� . 1/2' DRYWALL -�.. H •ti . • •a • - MASONRY LMIFL "'L, uAsoNRr 1r s ; 2 fmavrq - - 2x BLxx •w i.'• G ' ' ' IX BUCK - H 1tQi8y6 3/16' TAPCON 7 (SM net. 2) w PFII JJJ .. CONCRETE . te5 /EAD JAMB b �' MASONRY BLOCK NG1D sue- JAMB t . • ! . ', ro tx sue-eucx 'o -� • r-' 1/2' DRYWALL N LK _ 'N ',; . • IX BUCK >, 1D '• , 3/16' TAPCON �bBtQB 1 r 2 FlRR.A 2 ;5 r 1/2' WTrWAti. TYPE ANCHOR 2K tUCK :. J f x 2 FlRPoNO :4 i• ''" 25 ELCO TAPCON OF' EOWL . •'' E (235 LB. SHEAR RATING) n `; :s �•.'' (See note 2) 5':r�'rr4 :.� 1 �y.• • F� CDs � { t f • 3/16' TAPCON ,• EVERM .TYPE ANCHOR � � � .3' MAX. � � ••f - / ! - •• 1 '_: �:: •. SWIM SPACE w _ I CIA -MIN. A• . r Mac .:.j vtRticN. Srtx JAMB >rw sAwec 'w ro tx sue-etACK t3CA NDTF. 1. This system has been evaluated for use in locations rdhering to the Florida Building Code a - �S B-8V1:I a and when pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings t ty u1L and Other Structures do not exceed the design pressure ratings listed herein. . sMa 2. For installations when the sub -buck is iw than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.E and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such Oat a minimum 1-1/4' engage rent of the Topeon into the masonry wall is obtained. r Bt3.684.3tUt DATE: 4/3/02 CNK. BY: Rw, 9etT I or Bt3.684.3tUt DATE: 4/3/02 CNK. BY: Rw, 9etT I or 1100EL DESIGNATION• Thermo-Tru Out-Srinq Door Wood trronlss System MM,IMUM OVERALL NOMINAL SIZE: Single up to 5'4 x 8'0 w/eo sidell s J MAX 18' O.C. ' .' _;F';K:N PR SS R ATIN Single Single Sidelites • : Positive 57.0 PSF Negative 67.0 PiF Positive 60.0 PSF Negative 60.0 PSF �[ j Y{•• 0: N Double up to 6'4 x 8'0 w/-o side6tas MURATION�r X. OX, XO. OXO. XX. OXXO ' ' • •• •d .�� •A with JouDle w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF Q a0 O of IrcnL G0N U.) p SErWRAL DECCRIPnON: The head and side jambs on Dngerjoint pine 1/2' stop. Z measuring o min. 4-9/16' with a rabbeted •' MASONRY LINTEL .it �• i•amu 1 x 1 11MINC lal 4iJ rIX-1 //'DRYWALL 3/ 16' TAPCON TYPE ANCHOR EXTE R T- Jl�SICB - N 8 x 2.-7/2' 1.75 i ;s- ' 1 PFH WS w �'t? HEAD JAlIB K' 1 1' ' MIN. r EMB• p c. 1.13' MIN. EMS. .zs' MAX. i SHbI SPACE y I ; 1 r l t iXTE81G8 > MR)OR L 1 x 2 FIRRINC .15' MW. 'w �:..?�•.'' C-SINK DRYWALL .� fi.�•:. .. 2X SUCK . VERTICAL SIDE JAMB r:;f ., ;'• :} .. TO 2X SUB -BUCK • •. �� TYPE AA NOR ��y ;'•'• rt' Q � I BUC< • 'n of N n t ' W .25- MAX. SH1M SPACE _ � IMiFBLDS 1` p ♦ A �EB108 3/16- TAPCON 2.23' • I TYPE ANCHOR = li zj as :. HEaii UB-BW U ti'•„Y •y TO iX SUAIB UCK o n rt..-•4', ;'• CONCRETE y MASONRY SLOCx 25' MAX. ...: r' •. �� •o SHIM SPACE 1..25' M4'. 4 4 yr; Eue. 3 N i m e LU 3/16- TAPCON TYPE ANCHOR y y f F7 d • • `" $ . ELCO TAPCON OR EQUAL 3/15- TAPCON `. •t W LL.. �. ,�•• .. (235 LB. SHEAR FATING) TYPE ANCHOR V7 p Ln 77. 0ZO - 3 INgBtaa _ N r� ••' .15' MIN U ~ C-SINK f x 2 FIRRING - - DRYWALL O •: ;� . - ��yERncAL SIDE �IAMe I)( SUCK '�L/ 19 1X SU8-BUCK ON3ULTANT6. a1C 1. This system has been evaluated for we in locations adhering to the Fforido Building Code 813.864.3831 and then pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. DATE: 4/3/02 SCALE: N.T.S. 2. For installations where the sub -buck Is less than 1-1/V (FBC section 1707.4.4 Anchorage Methods DWC. BY: w,L.N. and dub-secb'ons 1707.4.4.1 and 1707,4.4.2) Topcon type concrete anchors must be used and the CNK. BY: R.W. length must to such that o minimum 1-1/4' engagement of the Topcon into the masonry *oil is obtained. DRAWING NO.: 3. When using a 1X sub -buck a 6-9/16' jamb is required to allow for min. edge spacing for Topcon type anchors. T-D2203 947 1 a 1 v !d < s �4r^ ��c1 nES1GK4T1DN• ;. Thermo—Tru In —Swing / Oct —Swing Door Wood Frames System DESIGN l+KtNxmt rtonN 11MAMMlM'AVERa11 NOMINAL SIZE Single up to 5'4 x 8'0 i1/wo sidelites Single Positive 67.0 PSF Negative 67.0 PSF Double up to 8'4 x 8'0 r/wo sidelites Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Doubly w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF .;•.j,ieaRLE GONFlGU AR .no"c. X. OX, X0, OXO, XX,OXXO N ♦1 DES-RIPTION• The head and side jombs are Tingarjoirit pine measuring a min. 4-9/W with a 1/2' rabbeted stop. DOUBLE 2X J. HEADER SHCATHM 2x MfADCR t.r.'.. SINGLF DOOR 2X STUD ,x� � 9: 3 �� s.o• La, ao- s'0� ao• 1 .. 2X JACK STUD a x 2.-1/2" t 5, vrn ws u Ho ,Ewe 4 DB •13" YIN. C-SFW 23" MAX SMAi SPACE VeRT" SEC[ 4WB 1.13" WN. EyB. SHEATMINO v l 0 0 _-I �.�w. ta• trv.—I This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirement as determined by ASCE 7 Minimum Design Loads for Buildi.Tgs and Other Structures do not exceed the design pressure ratings listed herein. 1Z N F aC N O� V)=1 20rny oOoLj— w� a W E to W O V U p U z zoo 3 I Z • eaLTAN13. F e13.esa.3a31 DATE: 4/3/02 SCALE: N.T.S. DWG. BY: WIX CN1C Or. Rw. S.W 1 a THERMA oTRU® "FIBER CLASSVI'SMOOTH STAR• WSWM &a SWGLE AND DOUBLE Wra WrOUTSIDEUTEB. INSULATED FlBEI ASS DOOR WITH WOW FRAMES. I. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 6. MIAM1-DADE APPROVED IMPACT RESISTANT SHUTTERS naF REQUIRED FOR SIDELfTES ONLY. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Foee sheets: Fibergloss avg. min. yield strength Fy(min.)-6,000 psi SmoothStar - 0.070 minimum skin thickness FberClassic 0.110" minimum skin thickness fore desion: Polyurethane foam core. withl.9 lbs. density by BASF. pp�� tpII The po e1 skin is constructed from a 0.070' thk. IdIee molding comwund 44C`}. The inlvw caKty is filled with 1.9 lbs. density BASF polyurethane foam. The panel face sheets arc glued to the wood stiles any', Loils. The �VL latch st le s reinforced with a wood Ippcck block measurig 2.3 5 x 14.0 ng of the strike and deadbott location. 1"he hinge stle is Finger fainted Pine and the top and bottom rail are of a wood composite material. In the double door application are inactive door is rifted with on extruded aluminum aslrogai (Wind Jamber 0) of 6D63-T6 alloy. Qp The from is constructed from F jointed pine. The er is Pane to the sde pmbs with (3) 1f 1/ crown x 2 long stoples of aoeh side. The muttons ore secured together in a sidefite application using /8 x 2" long PFH Wood Screws (6) screws per each mullion. The units use on Inswing Saddle threshold measuring 5.75" x 1.548'. The sidelite panels ore sandwich glazed usug o two prece rp rome. ey are dry, glazed on the exterior with an 1/8" thk. cdlulor p ug�;orpeh (aSJ)-II T1p1 i bngkPlowith screw c G!e frames are held ' TABLE OF CONTENTS SHEET #1 DESCRIPTION 37.5 MAX. OVERALL WIDTH 36" MAX. PANEL WIDTH M M 1- _ co w x = � � � W w a = 6J O e O X O � o N N aJ L clNn c WSWINC UNR 74.5" MAX. O VERALL FRAME WIDTH -- 36.5" MAX. 62 t� PANEL WIDTH ----i DESIGN PRESSURE RATING UNIT TYPE WHERE A ER INFILTRATION RE UIREMENT IS NOT NEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF L WITH SIDELITES + 55.0 PSF - 55.0 PSF 105.5" MAX. OVERALL FRAME WIDTH " MAX. PANEL PANEL WIDTH --{ W/ASTRAGAL I D 15.5" MAX. FRAME WIDTH O > 73.75 MAX. Q 00 WIDTH = OD 7.125" MAX. NI O 0 to QLLi LO D.L.O. WIDTH / LLp O 3 :) °0 a `0 w00 a �T 17 N v_ya J I IJI OUBL W/SIDELTES INSWING UNfT 68.5" MAX. OVERALL WIDTH ALL MODELS U ARE VIEWED 3fi" MAX. 15.5" MAX. � FROM INTERIOR PANEL WIDTH FRAME WIDTH o m o: to y jWW WZ Jg ad 813.654.3831 ® YiGe(Da jLyl owc er: N.T.S. TJH ,��,��/AApp 44 �*{ g{}��' cHK. er: RW itd�� CT�' L \ t awrnac "o.: -7� S-2 7 51 1 or f MASTER :.7171.7!: Za.' . .. ' ' . .. .. a• zu N y i 09 0' 2 ci In 0O 0: 8 °-� O o Off" 6 U w G3 x o:. 0 p .Po x w w EXTFRKNt O'.. o' •o O' o'• in 1.68" MIN. p' ':; 0 N co PANEL THK. .'o O.' o'O . O 0 0V•'0 1 8 19 5 it w o X o EXTERIOR FOAM GASKET & SILICONE CAP BEAD SIDELITE U 04 1 2 SEE NOTE 1 SHT. 4 Ed .5" MIN. GLASS THK. I R R S 25 0 N N n SEE NOTE 5 SHT. 4 0 1 W EY N O co O0EnO00 U =O ui �OWO n W to 0- �? N J'o ✓ V VV 9UtLDINO ONSULTANM INC 813.684.3831 oac 08 10 O1 • mLc. er: TJH cm ar: RW ii' j:.lU`1:3.67LYL11. 11J�o 1l1 0�`L ' S-1151 - SNEu a 8_ / r,,-1 24 FXTERIO oLJ SEE NOTE 2 8 7 F" Ot: N SHT. 4 27 � O 00 Rom_^ 6 CCa INACTIVE ACTIVE � LLJ o. Y 3 30 J ASTRAGAL RETAINER 31 1 tZ - a BOLT 8.0' LG. TOP 2 to BOTTOM (2) BOLTS INTERIOR Xz Z AT TOP do (2) AT BOTTOM SEE NOTE 6 3 ,W?J JQG 18 SHT. 4 FOAM GASKET do V ��r O � OW 43 SILICONE CAP BEADo^ 3 ®� TRAGAL SEE NOTE T.34 as oy =o g43�H m <3 U 7 833 25 �al�v�i3 10 - 1.15' MIN. FHB .: o.. 25" MAX. SHIM _"o o .� o �:.0 � 15" MIN. FOAM CASKETo:" SILICONE CAP BEAD Q:, • C-SINK ° ;. EE NOTE 43 5 SHT 4 34 INTERIOR Z Y q Z Y 36 h 9 g 33 25 cw 41 , 1 26 9 6 10 29 a a S E NOTE 1 E 37 SHT. 4 13 O. c. SEE NOTE 7 SHT. 4 HORIZONTAI CROSS SECTION IiLLo Z 3 O HINGE JAMB TO SIDEUTE �eulLaNc Z � CONSULTANTS. INC N 813.684.383f 36 6 29 w' u? 41 I!� jy {� { I` � )EN 11 �:1L-1 I, FI U'i.��n� +, 1 . , Ac 1 `c � 08 10/0 1 112" 1 °... .. 17 "a SE NOTE 1 16 B 35 SHT. 4 jjjj� /� /��I�(�j(j'�j��1j� MANUFACTURER 11' 1'ilC 1i lUJlfll:�R N h �•+ 8 CW. ft RW 3 TNINIING NO.: (l 5-2151 3 O SIDELITE TO BUCK _ .. 8 ' . • • I 13 3 ��JJ 21 31 25' MAX, SHIM SPACE %1, HORIZONTAL CROP__.- F CTION W LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.57, 16.5', 27.5", 38.375-, 49.375- do 60.3757. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125- IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (/8 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE OJACTNE DOOR 1S AS FOLLOWS: FROM THE TOP DOWN 1. 3. 5. 18.25" 40.5', 59.25", 74.25'. 76.25' & 76.25'. 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) 16Gk x 112' CROWN x 2.5'• STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2" PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5', 31", 48.5' 66'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4- IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (,%1O x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIOELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). z� EMBED. ,15" MIN. 13 C-SINK 6 Y � W 7 p. CL 10 1 INTER1QB 4 10 6 26 9 2 .25' MAX. W HINGE JAMB TO BUCK, SHIM SPACE SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAD SEE NOTE 5 SHT. 4 .:o c .q o 01 36 Lq � ~ c> 41 z SEE NOTE 1 a SHT. 4 3 H I R N ` 4 ® 57RIKE JAMB TO SIOELfTE SEE NOTE 7 SHT. 4 O> r\ co co R ( O 8goo �0w0 3aoo °o° 813.684.3831 SEE DETAIL 'F" SHT. 5 3' jj�.3" 3" 6" 6" 6` 3" j— 3' I I 13 I - 13 TYP. t3 - SEE NOTE TYP. SEE DETAIL TYP. 3 SHT. 4 SEE NOTE -F. SHT. 5 SEE DETAIL 6 SHT. 4 , SHT. 5 SEE NOTE TYP. _ 13 SEE DETAIL - "G' SHT. 5 6 SHT. 4 C TYP. r 3 1 SEE NOTE 4T_ I _1 � N y 13 ti N o TYP. a CL SEE DETAIL 13 SEE NOTE "H" SHT. 5 -O. TYP.4 SHT. 4 - - 13 - .D- SEE DETAIL 'C" -C' TYP. G" SHT. 5 - 14 . 113t+ 14 - TYP. -" 1 14 TYP. - -B. 3• .� 6� "-'i i 3- �--i i-6" 6`6`71 " 3" 6` 6` 6" TRAL ® FL® gyp$ Bo O.A.R. SINGLE DOOR DOUBLE DOOR W/SI rl IT;,r MANUFACTuRERNAME& r c- 7— STER 1'MEtI# l — A 0.357' BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 a 13 13 10 10 DETAIL 'F' DETAIL 'H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATE TO FRAME DETAIL "G" AT THE THRESHOLD AS SHOWN. SEE ~ �1 _ SEE NOTE 4 SHT. 4 �� CN CN 4� n co Q�Zo� vnLVLo �Ow0 �¢Co W 00 a � yy e� LaNc ONSULTANIS. INC 813.684.3831 N.T.S. By: TJH er: RW NO NO.: S-2151 r 5 OF E SHT. 5 CENTRAL 11RAL u L---- -MA F j,\,,N lFA,C'TUAER I � SEE DETAIL SHT. 5 FILE �; J. li 1Ld Ji�l 6" 3" 6" _ 6" 6 3- r 3 6, 3- 36- 63• �- 3 1 1 1 13 1- SEE NOTE - - 13 = TYP 'c 3 SHT. 4 SEE NOTE SEE NOTE TYP.SEE DETAIL 3 SHT. 4 _ 6 SHT. 4 - 'F" SHT. 5 - o 13 "� '-SEE DETAIL - - "G" SHT 5 SEE DETAIL SEE DETAIL TyP, HHn �• SHT. 5 '' T 5 TYP. Fa7ES146 S. �•_ _ 13 - - �- SEE DETAIL SEE NOTE "G" SHT. 5 •K- 14 "M. •K• TYP r M. - 14 14 _ 4 SHT. 4 Typ, 14 TYP. TYP. I 7 6 I 6, 6. 3" 3" 14 ® ® TYP. DOUBLE DOOR SINGLE DOOR W SIDELITES 32 .453' GLASS SITE 40 33 1 .463" GLASS BITE 32 25 25 1/8" TEMPERED 1/8 TEMPERED GLASS 40 GLASS °.25' r,FOO6, AIR • ', •; t%25' AIRoSPACE ° .., SPACE 0� oY z 1/8" TEMPERED Y i 1/8" TEMPERED INTERIOR y 41 a GLASS GLASS 36 SEE NOTE 5 36 6 W 6 1 SHT. 4 v a1 D < _ .25" STEEL a SE NOTE 1 .25" STEEL INTERCEPT a INTERCEPT SHT. 4 SPACER SPACER .0 Tr1.1 IITF INSULATED GLASS FRAME GLAZING DETAIL INSULATED GLASS RTS LITE FRAME GLAZL W1 ING DETAI e 'M" SEE NOTE 4 SHT. 4 3 D OJ Q > 00 ZN 0 C9 0 0-14 813.684.3831 c 08 10 0 ut N.T.S. TJH c. ar: RW urc NO.: S-2151 cn 6 of 8 tU1Ll I )I tiuu 'L ,.. •., .. ..._ --- 4.563' 1.063" 4-- � g 20 21 v' WOOD FRAME 3 FINGER JOINTED PONDEROSA PINE {+-.097` 4 x 4 S EL DOOR HItn NGE r-1.077"—{ 1.531 SIDEIITE TOP do BO' V RAIL EN O — 1.845' — I--- 1.284' --1 �'��uaaaaaaaa� LITEFRAM i : r r A �l. r m 1.531 L 1 w c7 . r SS BOTTOM RAIL 11 WOOD COMPOSITE 1\'.t:\1\i f``�r\ 1 �1U)i"�i: i�l 1Vti :I FILE 0 co 4-1.077"-• in NO00 CC Z O n to to Q� .526" F- 3 j CO CO cmEIITE BLANK SIOE Sw 2.713" I' FINGER JOINTED PONDEROSA PINE TCM (THERMA-TRU'S POLYPROPLENE) tip a O PLASTIC LIP UTE FRAME " EXTRUDED TCM p in �- 1.264' T 1.255 ` --1 y <U a O co N i— 1.531 FC. TOP RAIL O O t--1.531 " --�1 1.531 WOOD COMPOSITE FCLATCH SIDE STILE COMPOSRE FC, WOOD HINGE SIDE STILE a. T 0 co 5.75" N 1.531 " FG BOTTOM RAIL n SELF ADJUSTING 56QQLF THR SHO n 19 WOOD COMPOSITE AL UMIM_IMNIh; L .045" WAIL UM. .o80" THK. WALL VINYL TYP. r F- S 2.375'1 1 �i. `In U') 4 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE ca+suLrArrts. »+c 813.684.3831 am 06 10 01 N.T.S sr. RW EoZww�+' RW DPA ac wo: 5-2151 s c rr 7 or 8 I 0 FIBERIXASSTC DOOR SKM .110` MW. TFIK FIBERGLASS 6y FlBERCLASS THERMA-TRU with ' Id h F mn 6,0000 Fr-TOPRAIL 1.531 x .94 iHERMA-TRU WoOo COMPOSaE WO00 C01AwfE 3 FC. LATCH STILE -TRU, WOOD 1X71(050E 1.531 x 1.209 W000 OOIIPOSRE -WO 4 Fc HMOE SRLE jntllll-TRU FOMUERRSA PK 1.531 x 1209 5 FC BOTTOM RVL 1.531 x 125 TFERW-1RU M000 COYPOSIff 6 POLYURETKANE FOAM1.91bs. S FOAM 7 SNORT REACH COMPRESSION WEATHERSTRIP -IRV FOAM 8 TONG REACHCOMPRESSION WEATHERSW - FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4 . PFH WOOD SCR£me W to From 11 SS BOTIOY RY IWI x A/ Imm-1RU gm C0 rvw WOOD � 1 110 x LG. PFH WOOD SCREW STEEL 13 #8 x 2 IX l . PFH .WOOD SCREW STEEL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN, LG. STEEL 1 t0 LITE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL W000 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 SFIF to 2 D ALUM. 000 x IN . WOOD 21 x - 2 x ,WIB - PWE W 3 KWIKSET TITAN 700 SERIES DEADSOLT - 4 ASTRAGAL WINDJAMBER 11 WR68T 1.022 LUM. 6063-T6 _YvALLL C IN 2 INSULATED TEMPERED GLASS GLASS -26 SS -TRU PONDEROSA PNE 1.183 x 1.531 WOOD 27 18 x V 8 WSWfNG DOOR BOTTOM SWEEP VTEL 29 WOOD 3 FC WOOD LOCK BLOCK 2M x 1.515 POfUfR0S1 W OD al SS. LATCH KOO COMWIE 1. 83 x 1.531 WOOD (X i1P0.51TE 2 1 8 K. CELLULAR GLAZING 7 STIK-II TAPE - 33 LITE FRAM BTS,.THERMA-TRU BTS a T 35 C563 x 125 BLANK yWB -TRU PONDEROSA piw o0 36 SIOEUIE SIDE STU -TRU 1.531x .656 NtVEROS1 FMM£ WO D 7 1 x i 3 4 LG. PfH WOOD SCREW STEELIT 38 SS 1w K I13SI x .91 ThERW-TRU W00 9 40 NOT USED SILICON ULK - SILICONE 41 8-10 x 1 1 2 PLASCR STEEL 42 Nf WOOD 43 8 x 2 LC. PFH W000 SCREW 57 E 1.531 ` 01 L 38 � SS. TOP RAIL WOOD COMPOSITE 592" .579 1.531' d� Cr CN N 00000 O t\ CLQZOLo n oN+, co �'. M U _1 L 1� a O W O �OO 00 O --i .179` COMPRESSION WFerHFRSTRIP � CO a N R CH OMPR I N W TH R IP BY THERMA-TRU SS WOOD HINGE SIDE STILE FOAM CELL CORE W NYL JACKET FOAM CELL CORE W/VINYL JACKET 3" in N / 1� DRILL TRU FOR .357` OLA. ASTRAGAL DRILL TRU FOR A IS RETAINER BOLTS PFH WOOD SCREW 2PLCS WII AMBER 11 WREST STRIKE PLATE 3 t �- 7.531 " ---i ,;S i erru 5lr)F STII F COMPOSITE ASTRAGAL AI MATERIAL: C/R��Q I � �Af do YELLOW CHR0 A E ♦...� :mil 1. .. ASTRAGAL HAS r. (2) 8.0" o I N BOLTS O BOTTOM N 11I BO S sobs ®roP 1.767" --{ 24 WINDJAMBER 11 WR68T eS7ReGAL (ALUMINUM 0I WALL TYP ) 513.684.3831 sck N.T.S. Dwr. n TJH cw- BY: RW DxAWM NO.: S-2151 Swcn 8 of f d JUN-21-2M2 O9:52 MILESTONE WINDOWS 407 323 9729 P.e2 June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, ist Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 636-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 'fz") 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 UV. Concrete Masonry Units should have a wall thickness of 1 1/4' and a precast sill's thickness will exceed.1 '/a'. The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A' must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/a' 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 Vt" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4_2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 -- - - - - - -- - - - - -- -- -- -- TUN-21-2002 09:52 MILESTONE WINDOWS 404 323 9729 P.03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert 3. Amoruso, PE rn-oruso.pe@fioridaextruders com Florida PE License No. 49752 Florida Extruders Intemational, Inc - Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G35-23,00l, F.A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. Ale- 2DD2-LTR,-M-009 ��1�e111illlloY/1 2540 7®wett lane, Sanford, FL 327YI-1600 • (407) 323-3300 • Fax (407) 322-3337 2 F _ _ Universal Forest Products Re: 53906980 Centex Homes Orlando 1692 A Roof The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906980 CA 53906980 CJ3 53906980. CJ5 53906980 EJ5 53906980 EJ7 53906980 H1 53906980 H2 53906980 H3 53906980 H4 53906980 H5 53906980-1-16 53906980 H7 53906980 H9 53906980 H10 53906980 H11 53906980 H12 53906980 H13 53906980 HJ5 53906980 HJ7 53906980 T8 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 FLAWS REVIEWED CITY OF SANFORD 2/5/2004 Jot". . Presley License f# 5588 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 '1'el: (336) 226-9356 F ax: (336) 476-9146 Job Truss 53906980 CJ1 Truss Type. Qty Ply Centex-Orlando/1 692A/jsk/4-14-3, a JACK 10 1 Job Reference o tional ic., Burlin n, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc:: Sat Apr 19 12:17:11 2003 Page 1 C A LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr'- YES BCDL 10.0 Code FBC2001 LUMBER i TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 CSI TC 0.07 BC 0.00 WB 0.00 (Matrix) Scale m 1:4.7 3x4 DEFL in (loc) I/defl PLATES GRIP Vert(LL) n/a - n/a TL20 245/193 Vert(TL) 0.00 A >999 Horz(TL) -0.00 C n/a 1st LC LL Min I/deft = 240 Weight: 5 lb BRACING TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C -11/Mechanical, B=138/0-8-0, D=9/Mechanical Max Horz B135(load case 4) , Max UpliftC il-,13(load case 5), B= 89(load case 4) Max GravC=28(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load I'Case Only TOP CHORD A-13=22, Bl-C=-28 BOT CHORD B-D=0 NOTES (3) d 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be ofsizeand type ishown and centered at joints unless otherwise noted. Provide bracing where i dicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does' not replace erection andlpermanentbracing 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.bui[ding. Any references to job names and locations are for administrative purposeslonly and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard f Customer. No 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job:1 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ1 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 1 i -1-0-0 l 1-0-0 A i aX4 — 2-11-11 2-11-11 it LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - , n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 - A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N�o.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.— i REACTIONS (lb/size) Cj57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz B=63(load case 5) Max UpliftC 1-52(load case 5), B=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, BEC=-43 BOT CHORD B-D=0 u i NOTES (3) S 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category Il; exposure B; enclosed; MWFRS gable end zone; cantilever left and right ekposed ; 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 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95-quality requirements. Plates shall be of size and type 'shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection an4ermanent 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 N ,I I f i r E Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop.No: 53906980. Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906'980CJ3 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 CJ5 JACK > 8 1 tyo !Job Reference op�tional Universal Forest Products,l`nc., Burlington, NC 27215, Jeff Kerr- 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 =1:11 3x4- 4 ti-11 4 11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a TL20 245/193' TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C;=126/Mechanical, B=275/0-8-0, D=46/Mechanical Max Horz B°=100(load case 5) Max UpliftC7-94(load case 5), B=-69(load case 4) FORCES (lb) - First Load !Case Only TOP CHORD A-B=22, B-C=41 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;. cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb 'uplift at joint C and (39 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and typeshown 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 purposesl only and are not part of;the review or certification of the truss designer. LOAD CASE(S) Standard I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job:11692 A RF Date Req:04/25/2003 Draw No:53906980CJ5 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4 14 3 53906980 EJ5 JACK 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff 5.000 s Feb 202003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 - 1:11.1 - 3x4 = 5-0-0 5-0-0. LOADING (psf) V, SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plaies Increase 1.25 TC 0.24 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase -1.25 BC 0.10 Vert(TL) -0.05 A >348 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240'' Weight: 17 lb LUMBER, BRACING TOP CHORD 2 X 4 SYP No.2 TOP.CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigidl ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) ' C=127/Mechanical, B=276/0-8-0, D=46/Mechanical Max Horz B�100(load case 5) Max UpliftC 94(load case 5), B--69(load case 4) FOR (lb) - First Load Case Only TOP CHORD A-13=22, Bj,C=41 BOT CHORD B-D=0 i NOTES (3) 6 1) Wind: ASCE 7 98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated1per 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 toi 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:,11�045 Customer Name: CENTEX�HOMES ORLANDO � Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ5 r Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 EJ7 JACK 18 1 Job Reference (optional) Universal Forest Products,lnc., Burlingto 5, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 i -1-0-0 Scale - 1:15. 3A = - 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.55 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A >93 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min l/deft = 240 Weight: 23 lb LUMBER ¢ BRACING TOP CHORD. 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=�190/Mechanical, B=352/0-8-0, D=66/Mechanical Max Horz BJ137(load case 5) Max UpIWI-135(load case 5), B=-62(load case 4) i FORCES (lb) - First Load Case Only TOP CHORD A-B=22, BIC=61 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy, category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 Ib;'uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricate&per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior.joints. Bracing indicated on this sheet is to; reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i i i I , i Customer No: 11111045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EV Job Truss ' Truss Type Qty Ply Centex Orlando/1692A/jsW4 14 3 53906980 H1 HIP _ 1 1 --"- Job Reference (optional) Universal Fcrest Products,lnc., Burlington, Nal.. 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 13:215:37 2003 Page 1 1-0-p 4-6-4 7-0 Ib 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 35-5-12 , 40-0-0 41_-0i0 1-0-0 4-6-4 2-5-12 5-3-7 5-1=11 5-1-11 5-1-11 5-3-7 2-5-12 4-6-4 1-0,0 Scale = 1:68. i 700 - - - 7x10 - 5.00 12 5x6 = 5x8 = 2x5 II 5x6 = 5x6 = D- E F G H I J 2x3 T2 TR 20 6 K c i1 1 1 W1 W1 Wi r 3 w 9 L Mr ..jA IV _ 0 500 = 1 5x10 = u T s R -0 P O N 5x6 = 5x10 M1H8H= 5x8 = 5x6 = 5x6 = 5x6 5x6 = 5x10 M1118H= i 7-1-12 12-3-7 17-5-2 22-6-14 27-8-9 32-10-4 40-0-0 7-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12 Plate Offsets X Y : B:0-2-7 Ed e D:0-3-12,0-4-4 J:0-3-12 0-4-4 , L:0-2-7 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL . 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.93 Q-R >510 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -1.53 Q-R >308 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.27 L n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 250 lb LUMBER i BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 1-8-3 oc purlins. T2 2 X 6 SYP No.2, T3 2 X 6 SYP No.2 BOT CHORD Rigid:,ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2 X 6SYP No.1- `Except` B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except` W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2X4SY4PNo.2, W1 2X4SYP No.2 W1 2 X 4 SYP No.2 REACTIONS (lb/size) 13=3309/0-8-0, L=3309/0-8-0 Max Horz B=; 75(load case 5) Max UpliftB=L939(load case 2), L= 939(load case 3) 1 FORCES (lb) - First Load Case Only TOP CHORD A-B=26, 13-"C=-7372, C-D=-7387, D-E=-10163, E-F=-11707, F-G=-11707, G-H=-11707, H-I=-11726, I-J=-10159, J-K=-7388, K-L=-7372, L-M=26 BOT CHORD B-U=66904T-U=6864, S-T=6864, R7S=10161, Q-R=11726, P-Q=10157, 0-P=6865 N-0=6865, L-N=6691 WEBS D-U=178, J-N=179,.C-U=194, D-S=3740, E-S=-1565, E-R=1760, G-R=-629, H-R=-2;1, H Q= 634, I Q=1786, I P= 1570, K N=195, J-P=3734 i NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FB!C2001; 11 Omph; h=15ft; TCDL=6.Opsf;BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint B and 939 lb uplift at joint L. 6) Girder carries hip end witlh 7-0-0 end setback 7)'Special hanger(s) or conlrlection(s) required to support concentrated loads) 385.01b down and 258121b up at 33-0-0, and 385.Olb down and 258.21b up at 7-0-0 on top 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 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 conditiIPns and requirements of the specific building and governing codes and ordinances. The truss designer no responsibility for the correctness or accuracy of the design information as it may relate to a accepts specific building. Any refX,erences to job names and locations are for administrative purposes only and are not part of n the review or certificatioof the truss designer. N LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) f,D-J=-125.0, Vert: A-D=-60.0, J-M=-60.0, B-L= 41.7 Concentrated Loads (lb) 'l Vert: D=-385.0 J V -385:0 E Customer No: 111045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF - Date Req:04/25/2003 Draw No:53906960H1 Job Truss Truss Type _ sty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H2 HIP TRUS,„, M1 g Job Reference (optional Universal Forest Products,ln�c., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 -1-0- 5-9-1 9-0-0 16-5-3 23-6-13 31-0-0 34-2-15 40-0.0 4,1-0 0 1-0-0 5-9-1 3-2-15 7-5-3 7-1-11 7-5-3 3-2-15 5-9-1 1-0-0 - Scale m 1:68. 1 i4 5x6'=- 3x6 = 3x8 = 3x6 = 5x6 = 5.00 F12 D E F G H 2,3�I Q 2x3 1i - O 6 I ' 2 w w1 W r 4 w.�� v B J K oA Io 30 = P O N M L 3x7 3x8 = 300 M1118H= - 3x6 = - WO M1118H= 3x8 = 5-9-1 ( 9-1-12 20-0-0 30-10-4 34-2-15 , 40-0-0 5-9-1 13-4-11 10-10-4 10-10-4 3-4-11 5-9-1 Plate Offsets X Y : D:0-3-0,0-2-4 ,[H:0-3-0,0-2-4j LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates .Increase 1.25 TC 0.54 Vert(LL) 0.35 N >999 TL20 245/1.93 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.78 L-N >608 BOLL 0.0 Rep! Stress lncr YES WB 0.64 Horz(TL) 0.20 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min l/deft = 240 Weight: 186lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2 9 14 oc purlins. BOT CHORD 2 X 4 SYP N8.2 BOT CHORD . Rigid 'ceiling directly applied or 6-8-15 oc bracing. WEBS 2 X 4 SYP N9,3 WEBS 1 Row at midpt E P, G L, i REACTIONS (lb/size) B=1653/0-8-0, J=1653/0-&0 Max Horz B=190(load case 5) Max UpliftB=;,344(load case 2), J=-344(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-13=22, B-C=-3354, C-D=-3150, D-E=-2917, E-F=,-4077, F-G=-4077, G-H=-2917, H-1=-3150, I-J=-3354, J-K=22 BOT CHORD. B-P=3001, O-P=3974, N-0=3974, M-N=3974, L-M=3974, J-L=3001 WEBS D-P=845, H-L=845, C-P=-140, I-L=-140, E-P=-1192, E-N=150, G-N=150, G-L=-1192 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. -ii 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwisenoted. 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';lof the truss designer: i LOAD CASE(S) Standard I i i f i 'II 4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H2 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/.sk/4-14-3 53906980 H3 HSS 2 1 I Job Reference o tional Universal Forest Products,I c., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1' 1-0 p 6-10-4 11-0-0 17-0-0 23-0-0 29-0-0 33-1-12 40-0-0 41-0 0 1-0-0 6-10-4 4-1-12 6-0-0 6-0-0 6-0-0 4-1-12 6-10-4 1-0-0 Scale = 1:68. i 'r f .5x6 = 3x6 = 5x8 = 5x6 = 5.00 12 D E _ F G 2x3 1 1 2x3 G H C w1 2 w Wt 4 W El BI q[A 1� o - o. 3x7 = O N M L K 3x7 300 M1118H= 3x6 = 3x8 = :3x8 = -300 M1118H= . I 1 I 6-10-4 11-1-12 20-0-0 28-10-4 33-1-12 40-0-0 6-10-4 4-3-8 8-10-4 8-10-4 4-3-8 6-10-4 Plate Offsets X Y): [D:0-3-'0,0-2-41, [F:0-4-0,0-3-01, [G:0-3-0,0-2-41 LOADING (psf) SPACING 2-0-0 CS! DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC . 0.54 Vert(LL) -0.26 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.58 B-O >812 BCLL 0.0 Rep Stress Incr YES WB 0.80 HOrz(TL) 0.17 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min,l/deft = 240 Weight: 190 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-5 ocpurlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid lceiling directly applied or 7-11-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B='i 653/0-8-0, 1=1653/0-8-0 Max Horz B=,1 O6(load case 4) . Max UpliftB= 317(load case 2), I— 317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, 13C=-3291; C-D--2975, D-E=-2721, E-F--3328,.F-G=-2721, G-H=-2975, 1-1=1=-3291, I-J=22 BOT CHORD 13-0=2961,114-O=3279, M-N=3279, L-M=3279, K-L=3279, 1-K=2961 WEBS D-0=836, G-K=836, C-0=-316, H-K=-316, E-0=-712, E-M=90, F-M=90, F-K=-712 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FB;C2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category11; exposure B; enciosed;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 conniection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 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 otherwiseh 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 Hof the truss designer. li LOAD CASE(S) Standard �i I I i 1 ,I I , customer NO: 11 U45 customer Name: GtN 1 tX HUMhb UH.LANUU . 'Shop No: 539O69BU Contractor/Job: 1,692 A RF Date Req:04/25/2003 Draw No:5390698QH3 Job Truss Truss Type Qty Ply Centex Orlando/1692A/jsk/4-14-3 53906980 H4 COMMON --- 2 1 Job Reference (optional) Universal Forest Products,lhc., Burlin 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:132003 Page 1 1-0-p 7-1-3 13-0-0 i 1-0-0 7-1-3 5-10-13 5x6 = 27-0-0 32-10-13 40-0-0 4,1-0 0 14-0-0 5-10-13 7-1-3 1-0-0 Scale - 1:68. 2x3 II - 5x6 = - 3x6 = 3x8 = 3x8 = 3x8 = 3x6 =. „ 10-3-14 20-0-0 29-8-2 40 0 0 10-3-114 9-8-2 9-872 10-3-14 I Plate Offsets'(X,Y): jD:0-3-0,0-2-41,jF:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.50 L-N >944 BCLL 0.0 Rep Stress Incr. YES WB 0.24 Horz(TL) 0.15 H n/a BCDL 10.0 Coe FBC2001 (Matrix) 1 st LC LL Min I/defl = 24!.0 Weight: 189 lb LUMBER i BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD 2'X 4 SYP No.2 BOT CHORD Rigid beiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SYP No .3 l REACTIONS (lb/size) B=� 653/0-8-0, H=1653/0-8-0 Max Horz B=122(load case 4) Max UpliftB=}290(load case 2), 1-1=-290(load case 3) 6 FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3309, C-D=-3016, F-G=-3016, G-H=-3309, H-1=22, D-E=-2893, E-F=-2893 BOT CHORD B-N=2976, �M-N=2500, L-M=2500, K-L-2500, J-K=2500, H-J-2976 WEBS C-N=-342, D-N=496, F-J=496, G-J=-342, E-L=-430, D-L=498, F-L=498 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. s 2) Wind: ASCE 7-98 per FB'C2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate.grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 2.90 lb uplift at joint H. 5) Truss shall be fabricated per ANS,I/TP1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to !reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet.for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard I, i I i II i f 7 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H4 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H5 CO 2 1 Job Reference (optional) Universal Forest Products, In, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Sat Apr 19 12:17:14 2003 Page 1 i 1 0 p 7-1-3 15-0-0 25-0-0 32-10-13 40-0-0 4,1-0? 1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 k Scale - 1 i 5x6 = 2x3 II 5x6 = d[� 0 _N , - M L K J 3x6 = t 3x8 = 3x8 = 3x8 = 3x6 = 10-344 20-0-0 29-8-2 40-0-0 10-3-1 1,4 9-8-2 9-8-2 10-3-14 Iq j o. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC0.78 Vert(TL) -0.47 L-N >998 BCLL 0.0 Rep Stress Incr YES WB 0:20 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 193 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Sheathed or 3-0-11 oc pUrlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigidiceiling directly applied or 8-9-2 oc bracing. WEBS 2 X 4 SYP N6.3 REACTIONS (lb/size) 134 653/0-8-0, H=1653/0-8-0 Max Horz B=138(load case 4) Max Uplift8 313(load case 4), H= 313(load case 5) a i FORCES (lb) First Load Case Only TOP CHORD A-B=22, B-",C= 3333, C-D=-3011, F-G= 3011, G-H=-3333, H-1=22, D-E— 2479, E-F=-2479 BOT CHORD B-N=3004, M-N=2322, L-M=2322, K-L=2322, J-K=2322, H-J=3004 WEBS C-N=-421,�D-N=620, F-J=620, G-J=-421, E-L=-208, D-L=252, F-L=252 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 98 per FBC2001; 110mph; h=15ff; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding.. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 Ib iuplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated Iper 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 tol 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 '€ ti Customer No: 11N5 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1'692 A RF Date Req-04/25/2003 Draw No:53906980H5 Job Truss Truss Type Qty Ply Centex Orlando/1692A/jsk/4-14-3 53906980 H6 COMMON 2 1 Job Reference (optional) Universal Forest Products Inc., Burlington, C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003, Page f i • -f -0-p 7-1-3 13-8-1 , 17-0-0 23-0-0 26-3-15 , 32-10-13 , 40-0-0 40 r 1-0-0 7-1-3 6-6-13 3-3-15 6-0-0 3-3-15 6-6-13 7-1-3 1-0-0 - Scale - 1:68.6 Iy j 0 10-3-14 9-8-2 9-8-2 10-3=14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 ' TC 0.52 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-O >999 BCLL 0.0 Rep Stress1ncr YES WB 0:35 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 I (Matrix) 1 st LC LL Min I/deft = 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N6.2 TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigidjceiling directly:applied or 8 4 8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D M, G M REACTIONS (lb/size) B=I' 653/0-8-0, 1=1653/0-8-0 Max Horz B=1154(load case 4) Max UpliftB=t333(load case 4), 1=-333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, 8-C=-3323, C-D=-3011, D-E=-2143, F-G==2143, G-H=-3011, H-6-3323, 14=22, E-F=-2166 BOT CHORD B-0=2993, N-0=2425, M-N=2425, L-M=2425, K-L=2425, I-K=2993 WEBS C-0=-389,b-O=546, D-M=-651, G-M=-651, G-K=546, H-K=-389, E-M=575, F-M=575 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FB,C2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33, 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint I. 5) Truss shall be fabricated,�per ANSI/TPI 1-95'quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to! reduce buckling of individual members only and -does not replace erection and permanent. bracing required for the overall building design. Building Designer shall verify all design information on this sheet for. conformance with conditions and requirements of the specific, building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 111045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H6 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H7 COMMON 2 1 Job Reference (optional) tional Universal Forest Products; lnb ., Burlington, ' ` eff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page d O P 7-1-3 13-8-1 19-0-0 21-0-0, 26-3-15 32-10-13 40-0-0 4-0-10 1-0-0 7-1-3 6-6-13 5 3-15 2-0-0 5-3-15 6-6-13 7-1-3 1-0-0 Scale - 1 5.00 12 5x6 = 5x6 =. E F i 3x6 = .3x8 = - - 5x12 = 3x8 = 3x6 = l 10-3-14 10-3- LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 RepilStress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=11653/0-8-0, 1=1653/0-8-0 20-0-0 29-8-2 40-0-0 9-8-2 9-8-2 10-3-1 4 3-0,0-2-41,(G:0-4-0,0-3-0I CSI DEFL in (loc) I/defl PLATES GRIP TC 0.53 Vert(LL) -0.20 M >999 TL20 245/193 BC 0.78 Vert(TL) -0.46 M-O >999 WB 0.38 Horz(TL) 0.15 1 n/a (Matrix) 1st LC LL Min I/defl = 240 Weight: 206 lb BRACING TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. WEBS 1 Row at midpt D-M, G-M Max Horz 8=1'i70(load case 4) Max Uplift6=-352(load case 4), 1=-352(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3319, C-Da-30i2, D-E=-21.16, F-G=-2116, G-H=-3012, H-1=-3319, I-J=22, E-F=-1963 BOT CHORD B-0=2988, ,N-0=2435, M-N=2435, L-M=2435, K-L=2435, I-K=2988 WEBS C-O=-376, D-0=537, D-M=-735, G-M=-735, G-K=537, WK=-376, E-M=591, F-M=591 NOTES (5) 1). Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; 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;LumberDOL=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 352 lb uplift at joint B and 352 lb uplift at joint 1. 5) Truss shalt 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:53906980 Contractor/Job: 092 A RF Date Req:04/25/2003 Draw No 53.906980H7 Job Truss Truss Type Qty Ply Centex -Orlando/1692_A/jsk/4-14-3 53906980 H9 4ft1 1 Job Reference optional) Universal Fcrest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 -1-0-p 6-11-9 10-0-0 , 13-0-0 19-6-4 26-2-4 33-0-0 40-0-0 4;1-O0 i 1-0-0 6-11-9 3-0-7 3-0-0 6-6-4 6-8-0 6-9-12 7-0-0 1-0-0 Scale - 1:69. - 5x6 5.00 12 C 5x6 = 2x3 �� 3x6 = 3x8-= .3x6= 5x6 C E TIA F G H TA • 2 W W4 - W4 W5 W M. � M K 9 BP - tlA El- i 3x7 = Q P 0 N M C 30 - 3x10 M1118H= 3x6 = .3x6 =. - 3x6 3x8 =' 31x10 M1118H= 10-6 0 19-6-4 26-2-4 32-10-4 40-0-0 10-01;0 9-6-4 6-8-0 6-8-0 7-1-12 i Plate Offsets X Y : 1.0-3-6,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFT. in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.50 N-O >950 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) 0.99 O Q >478 BCLL 0.0 Re P Stress Incr YES WB 0.84 Horz(TL) 0.22 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC ILL Min I/deft = 240 Weight: 185 lb' LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-4 ocpurlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigidlceiling directly applied or 6-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-L REACTIONS (lb/size) B=1653/0-8-0; J=1653/0-8-0 Max Horz B=-97(load case 5) Max UpliftB=257(load case 3), J=-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B -C=-3326, C-D=-3052, E-F=-5297, F-G=-4761, G-H=-4761, H-I=-3084, 1-J=-3396, J-K=22, D-E=-3042 BOT CHORD B=Q 2975,'IP-Q=4576, O-P=4576, N-0=5297, M-N=4761, L-M=4761, J-L=3039 WEBS I-L=911 D;Q=2195, E-Q=-2540, C-Q=-282, E-0=792, F-O=-169, F-N=-586, H-N=355, H-L=-1836 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per F6C2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint B and 444 lb uplift at joint J. 6) Truss shall be fabricated 1lp er ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise, noted. Provide,bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce -buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification�of the truss designer. LOAD CASE(S) Standard i i Customer No: 1 *45 Customer Name: CENTEX HOMES ORLA'NDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 ` Draw No:53906980H9 Job - Truss Truss Type PtL Ply Centex-Orlando/1692A/jsk/4-t4-3 53906980 H10 A01 Job Reference (optional) Universal Fo�est Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 202003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 1-0-0 7-10-0 7-10-0 Scale -1 I 5x5=. i 3x4 = 3x7 = �nn� C D E 5-1-112 5-1 ';12 3x4 5x6 = 12-10-0 14-0-0. , 20-8-0 7-8-4 1-2-0 6-8-0 3x4 II LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Planes Increase 1.25 TC 0.85 Vert(LL) 0.05 G-H i >999 TL20 245/193 TODL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.13 G-H >999 BCLL 0.0 Rep Stress Incr. NO WB 0.42 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigidlceiling directly applied or 9-6-9 oc bracing. WEBS 2 X 4 SYP No.2 "Except W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 f I i REACTIONS (lb/size) G=71449/0-8-0, F=400/0-8-0, B=799/0-8-0 Max Horz B=i111(load case 3) - Max UpliftG=? 432(load case 3), F=-117(load case 3), B= 227(load case 4) FORCES '(lb) - First Load Case Only TOP CHORD A-13=22, B--'C=-1410, C-D=-1256, D-E -37, E-F=-284 BOT CHORD B-H=1266,G-H=37, F-G=229 WEBS C-H=-145, D-H=1264, D-G=-1134, E-G=-199 NOTES (7) s 1) Wind: ASCE 7-98 per FBSC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb luplift at joint G, 117 lb uplift at joint F and 227. lb uplift at joint B. 11 . 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 175.01b down and 117;31b up at 5-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss shall be fabricatedh$er ANS1/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered of 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 b6 ilding design. Building Designer shall verify all design information on this jsheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. i LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 1 Vert: B-F= 31.7, '1A-C=-60.0, C-E� 95.0 Concentrated Loads (lb) Vert: C=-175.0 1 ^ � i Customer No: 1 f 045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: ',1692 A RF Date Req:04/25/2003 Draw No:53906980H10 Job Truss Truss Type " 'ty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H11 HIP 1 1 Job Reference optional Uniu Universal Forest Products,i' @ Inc., Burl',. NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:.17:17 2003 Page 1 1-0-0 1 7-0-0 13-0-0 20-0-0 1-0-0 7-0-0 6-0-0 7-0-0 Scale a 1:34. i i i 5x8 = 5a6 c p I 5.001 2 - - wi 17 M g i � to 3x6 = - H G F 3x6 = 2x3 11 300 M1118H= 3x4 = i I i i I 7-1-12 12-10-4 20-0-0 7-1-12 5-8-8 7-1-12 Plate.Offsets X Y : C:0-5 )12,0-2-8 D:0-3-0,0-2-4 LOADING (psf) 1 SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.13 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.26 E-F >890 BCLL 0.0 Rep Stress Incr NO W B 0.11 Horz(TL) 0.08 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min l/defl = 240 Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD RigidI,ceiling, directly applied or 6-8-9 oc bracing. WEBS 2 X 4 SYP No.3 i REACTIONS(lb/size) E=1560/0-8-0 B=1.646/0-8-0 Max Horz B=81(load case 4) Max UpliftE=1,377(load case 5), B--447(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B=161=-3214 C-D=-2921, D-E=-3225 BOT CHORD B-H=2895,'riG-H=2909, F-G=2909, E-F=2907 WEBS C-H=275, D-F=278, C-F=14 NOTES (8) l 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FB;C2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3). Provide adequate drainage to prevent water'ponding. 4) All plates are TL20 plates, unless otherwise indicated. 5) Provide mechanical connlection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0=O end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258J21b up at 13-0-0, and 385.01b down and 258.21b up at 7-0-0 on top 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 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 certificationYiof 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=-125.0, D-E=-60.0, B-E=-41.7 Concentrated Loads (lb) Vert: C=-385.0 D=-385.0 i 1 1 I {I %fi /L L( Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1602 A RF Date Req:04/25/2003 Draw No:53906980H11 i Job Truss Truss Type Qjy Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H12 HI I 1 1 1 1 Job Reference (optional Universal Forest Products,l c., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 --1-0-0, q 6-11,9 9-0-0 11-0-0 13-0-7 , 20-0-0 1-0-0 6-11-9 2-0-7 2-0-0 2-0-7 6-11-9 I Scale - 1:34. i 5x4 = 5x4 = D E 2x3 2x3 ?i I 5.00 12 0 F _ 2 v 3x5 = .. J _ i H 3x5 = 3x4 = ' 3x6= 3x4 = F s 9-1-12 10-10-4 20-0-0 9-1-12 1-8-8 9-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Planes Increase 1.25 TC 0.43 Vert(LL) 0.09 G-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.25 G-H >927 BCLL 0.0 RepStress.lncr YES WB 0.14 Horz(TL) 0.03 G n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD 2 X 4 SYP N6.2 BOT CHORD Rigid !ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP N6.3 r REACTIONS (lb/size) G=I1 71/0-8-0, 6=856/0-8-0 Max Horz B=97(load case 4) Max UpliftG='-134(load case 5),.B=-204(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1383, C-D=-1137, D-E=-1003, E-F=-1140, F-G=-1375 BOT CHORD B-J=1200, 1-J=1003, H-1=1003, G-H=1210 WEBS D-J=389,,0-1-1=414, C-J=-344, F-H=-361 NOTES (5). r 1) Unbalanced roof live load's have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; i 10mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ►I; 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 134 lb uplift at joint G and 204 lb uplift at joint B. 5) Truss shaltbe fabricated per ANSI/TPI 1-95'quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of,interior joints. Bracing indicated on this sheet is to"reduce buckling of individual members only and does not replace erection and 'Permanent bracing required for the. overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. I LOAD CASE(S) Standard i i i i i } i i i I ustomer No: 11645 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1I 692 A RF Date Req:04/25/2003 Draw No:53906980H12 r Job Truss i Truss Type Qty Ply Centex Orlando/1692A/jsk/4-14-3 53906980 H13^- 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 2721.5, Jeff Kerr 5.000 s Feb 202003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 -1-0-0 6-11-9 10-0-0 13-0-7 1-0-0 6-11-9 3-0-7 3-0-7 5x4 = D' I 20-0-0 6-11-9 awin - c.-.a 3x5 = 3x5 = 5x8 10-0-0 20 0 0 r 10-0-0 10-0-0 Plate Offsets X,Y : G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.10 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.26 F-G >877 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC ILL Min I/defl = 24,0 Weight: 82 lb { LUMBER § BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4 11 8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 or, bracing. WEBS 2 X 4 SYP No.3 s REACTIONS (lb/size) B=856/0-8-0, F=771/0-8-0 Max Horz B=105(load case 4) Max UpliftB=213(load case 4), F=-143(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22 B C=-1380, C-D=-1074, D-E=-1075, E-F=-1370 BOT CHORD B-G=1198 IF-G=1205 WEBS C-G=-361, D-G=737, E-G=-371 NOTES (4) 1) Unbalanced roof live load's have been considered for this design. 2) Wind: ASCE7-98 per FB'C2001; 110mph; h=15ft;TCDL=6.0psf; BCDL=6.Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical.left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide mechanical .connection (by others) of truss to"bearing plate capable of withstanding 213 lb uplift at joint B and 143 lb uplift at joint F. 4) Truss shall be fabricated, per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or acciIuracy 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 k lustomer No: 11645 Customer Name: CENT EX HOMES ORLANDO Shope No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H13 Job Truss ITruss i Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 HJ5 JACK 1 1 Job Reference (optional) Universal Forest Products Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18 2003' Page 1 I -1 6 8 i 7-0-2 i 1-6-8 j 7-0-2 Scab 1: If i 3.54 f12 i IT1 - B E t - B1 D - 3x4 = .. 7-0-2 4 - 702 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 PlLs Increase 1.25 TC 0.56 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 LLrmberincrease 1,25 BC 0.22 Vert(TL) 0.14 A >160 BOLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC L'L Min I/deft = 240 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 7-0-2 oc purlins. BOT CHORD'2 X 4 SYP No.2 BOT CHORD Rigid !ceiling directly applied or 10-0-0 oc bracing. j G REACTIONS (lb/size) C=224/Mechanical, B=280/0-8-0, D=80/Mechanical Max Horz B=91(load case 3) Max UpliftC= 148(load case 5), B=-74(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-E=21, B-1E=21, B-C=47 BOT CHORD B-D=0 i NOTES (3) 1) Wind: ASCE 7-98 per FB�IC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint C and 74 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 toreduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. I LOAD CASE(S) Standard h 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) I' Vert: A-E=-60:0 Trapezoidal Loads (plf) Vert: E=-0.0-to-C�=-106.1, B=-1.7-to-D=-35.4 ,I i i i i i I azzv I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ5 r- Job I Truss I Truss TRgw� TQty JPly I Centex-Orlando/1692A/jsk/4-14 53906980 HJ7 JACK 4 1 1 �� Job Reference o tional Universal Forest Products,lnlc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12 -1-6-8 °; 6-7-12 9-10-1 1-6-8 6-7-12 3-2-5 8 2003 Page 1 Scale=1:18., 1 { 6-7-12 9-10-1 6-7-12 3-2-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10.0 Lumber increase 1.25 BC 0.39 Vert(TL) -0.05 B-G >999 BCLL 0.0 ReglStress Incr NO WB 0.20 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 40 lb LUMBER i BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 0 0 oc purlins. BOT CHORD 2 X 4 SYP N9.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP N6.3 I REACTIONS (lb/size) D=150/Mechanical, B=437/0-8-0, E=473/Mechanical Max Horz B=j 76(load case 2) Max UpliftD=1113(load case 5)`, B=-137(load case 2), E=-80(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-H=21, 13-1-1=21, B-C=-743, C-D=-68 BOT CHORD B-G=679, F-G=679, E-F=0 WEBS C-G=215, C-F=-826 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCD L=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 D,01-=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint D, 137 lb uplift at joint B and 80 lb uplift at joint E. 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 cbnditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accluracy, 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-H=-60.0 Trapezoidal Loads (plf) Vert: H=-0.0-to=1) 148.5, B=-1.7-to-E= 49.5 Customer No: 11.045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 11692 A RF Date Req:04/25/2003 Draw No:53906980HJ7 Job Truss Truss Type Qty Ply Centex Orlando/1692A/jsk/4-14-3 53906980 T8 wnuaaw= waomme, 5 1 Job Reference (optional) Universal Forest Products,ln'c., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inca Sat Apr 19 12:17:19 2003 Page 1 1-0-0 7-1-3 6-6-13 6-3-15 6-3-15 Y1� 0 = 5.00 F12 5x6 E 6-6-13 40-0-0 4,1-010 7-1-3 1-0-0 Scale-1:67.1 N m L r% d 3x6 = 3x8 = 3x8 = 3x8 = 36 = l 10-314 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Ia 0 Plate Offsets X Y : D:0-4-0 0-3-0 F:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.20 ' L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.47 L-N >999 BCLL .0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min i/defI = 240 Weight: 196 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP N6.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=178(load case 4) Max UpliftB=!360(load case 4), H=-360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3317, C-D=-3013, D-E=-2114, E-F=-2114, F-G=-3013, G-H=-3317, H-1=22 BOT CHORD B-N=2986, I,M-N=2442, L-M=2442, K-L=2442, J-K=2442, H-J=2986 WEBS C-N=-370, D-N=532, D-L=-747, E-L=1180, F-L=-747, F-J=532, G-J=-370 NOTES (4) 1) Unbalanced roof live load's have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category' 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip D01-=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated Qer ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to 'reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any, references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980T8 m a �m G] w L.IT 44- iki`CIO w 17POrr ropy� 0" PLANS REVIEWED COTY OF SANFORD lei �F �. 1XV11 OTHERSISTICK FRAME BY m I tie la z la2dfi W awrun lfEll " In 20" 0 � O 0 Q � Q � � J O o w� j w W itl � 4' dryer duct to roof cap ' 8x4 Iwcd 0• 12x12 Iwcd 45 O 0• 260 dllyd � �• 14x8 Iwcd ¢�h► 185 minlUfAL tr r�er >� 3' bath duct 10 to roof cap ±8.4 w/fan 4 Iwcd Ir 5 6zi6 Ir [ 4• �� 15 Ftif 12x12 3wcd 9' ❑ 3' bath duct 4 ' to roof cap O 51"V 4 w/fan . M7 RM 2s0 16x16 a w ° �Si r x 12 aRh i i 14' E11! 6XI( rag wl dnr 9x4 Iwcd gr'� 10x6 Iwcd 5 4, IG1 70 �[J a� 6' 10 24x18 'ra F1, S +,+ai OPT_ EIREPI ACE 9dni- VC- %C' 7• 9' 2x12 rag t1N�rrt7iw 42X42 A/C SLAB 160 BY BLDR MIN 2' FROM WALL P`d em - Ann z_� scale 1/8'=1'O' t 2.5 TCN W/IOKWlen 40V 1PH gas l8xlO platform by bldr FLOOR PLAN 15' x 7' 0L4i.Dt_ Must have a Minimum ctearance of 4 Inches around the air handler per, the State Energy code. Alt duct has an r=6 insulation value. _p -lam L V �l C3 �y QN, w pfl p C) v v 5 � — N m z O_ in— 0i > O w o p 00 O m. xOJ 0 p-" Li , 0 L `_' x Q L i -i •--+ o F— L1J ' D zQ �I-- LLJ O U:E 00> Rating z o r � m w > z o z ca W �a.E-mf-a m a- J CO o 0 CAULK BETWEEN B.W. ONE BY WOOD CONCRETE OR WOOD BUCK & (BUCK WIDTH) BUCK BY OTHERS MASONRY OPENING MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS BY OTHERS - ONE BY WOOD 3/16' DIA..TAPCON CAULK BETWEEN BUCK BY OTHERS WINDOW FLANGE & WOOD BUCK 1-1/4' MIN. o EMBEDMENT SHIM AS REQ'D.1/4 1 MAX - RIGID VINYL (SEE NOTES). GLAZING BEAD �— INSTALLATION ANCHOR (TYP.) f 3/16- DIA. TAPCON 1-1/4' MIN. EMBEDMENT C> STUCCO BY[THEIRS a STUCCO I -- BY OTHERS SHIM REQ'D. I/4' MAX. `GLASS PERIMETER (SEE NOTES) (TYP.)(SEE NOTES) CAULK BY :OTHERS FLANGE TYPE. FLANGE TYPE WINDOW FRAME WINDOW FRAME. JAMB CAULK BETWEEN HEADER WINDOW FLANGE o RIGID VINYL & WOOD BUCK PERIMETER. GLAZING BEAD CAULK W H' (TYPJ GLASS BY OTHERS WINDOW (TYPJNOTES) (SEE W.VI. HEIGHT) (WINDOW WIDTH) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK & CAULK BETWEEN WINDOW MAS'Y.- OPENING FLANGE & PRECAST SILL BY OTHERS W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. SECTION B - B FLANGE TYPE CONCRETE OR PERIMETER WINDOW FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS W.W. �y� PRECAST SILL c a /� s BY OTHER A A B- 0 NOTES: SECTION A -A 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE d'�I SHIM STACK TO BE 1/4- D E N 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 & J JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH K VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F G r� TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO.40PSF 41 PSF TO 70PSF 3OPSF 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 B B 8 F,G F,G 14 18 1/8 x 49 5/8 8 8 F.G F.G 145 18 1/8 x 55, 1/4 8 B F.G F.G i5 18 1/8 x 62 B 8 B F.G F.G.H,I 1g 18 1/8 x 71 B 8 F.G F.G.J,K 17 18 1/8 x 83 8 8 F,G F.-G 1H2 25 1/2 x 25 B 8 F,G F,G iH3 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,H.I 1H45 25 1/2 x 55 1/4 8 B F,G F,G.H.1 1H5 25.1/2 x 62 B B F.G F•G.H•1 iH6 1H7 25 1/2 X 71 25 1/2 X 83 B B F,G,J,K F,G.J.K 30 1/2 x 26 29 1/2 X 25 8 8 8 B F.G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B F G F..G 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 8 F.G F,G.H,I 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B 8 F.G,H.I 30 1/2 x 53 29 1/2 X 62 6 8 8 .G F.F.G H.1 F,G,H.1 30 1/2 x 72 29 1/2 x 71 B 8 F.G.H..J.K F.G, 30 112 x 84 29 1/2 x 83 6 22 36 X 25 8 e 8 F,G F,G 23 36 x 37 3/8 B B F,G F.G,H,I. 24 36 x 49 5/8 8 8 F,G F.G,H,I 245 25 36 x 55 1/4 36 X 62 8 B F,G,H.1 F.G,H,I 26 36 x 71 8 6 F,G.H,1 D.E.F•G•H•1 27 36 x 83 B 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,I 42 x 38 3/8 41 x 37 3/8 B B F,G F,G,H•1 42 x 50 5/8 41 x 49 5/8 8 B F,G,H.1 F,G,H,1 - 42 x 56 1/4 41 x 55 1/4 8 8 F,G,H.I D,E,F,G,H.I 42 x 63 41 X 62 41 x 71 8 8 F,G.H,I D.E.F.G.H.1 42 x 72 41 X 83 B 8 F.G.J.K F,G.H,I,J.K 42 x 84 48 x 26 47 X 25 B A,C F,G F,G F.G.H,I a8 x 38 3/8 a7 x 37 3/8 B B A.0 A.0 F,G F,G.H.1 48 x 50 5/8 47 x 49 5/8 8 A.0 F.G,H,I F.G,H,1 48 x 56 1/4. 47 x 55 1/4 8 A.0 F.G.H,1 D,E.F,G.H.I 48 x 63 47 x 62 47 X 71 8 A.0 F•G.H 1 D,E,F,G,H,I 48 x 72 47 X 83 8 A C - FGJK OEFGHIJK 48 x 84 32 52 1/8 X 25 8 A,C F,G F,G F.G F.G.HJ 33 52 1/8 x 37 3/8 49 8 B A,C A,C F.G,H,I F.G.H.I. 34 52 1/8 x 5/8 52 1/8 X 55 1/4 B A.C. F.G,H,1 D.E.F.G.H.I 345 35 52 1/8 x 62 B A.0 F,G,H,I F.G.H.1 D,EF.G.H.1 D,E.F,G.H,I 36 52 1/8 X 71 52 1/8 x 83 B 8 A,C A,C F.G.J.K D.E.F,G.J,K.J,K • 37 1 • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. 6) ,IF : EXACT. WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE rr' ANCHOR QUANTITY . LISTED WITH NEXT LARGER SIZE., FOR THE �J . APPROPRIATE DESIGN PRESSURE REQb. 44 n 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM v. E 000 GLASS CHARTS. y� 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE m/ INTERNATIONAL, INC EXTERIOR ELEVATION AS A KEY- FTITLE: //�� y T T 9),ALL FACTORY APPLIED HOLES. NOT DESIGNATED FOR TAPCON = + DA EXTRUDERS DERS SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. ^ A TO PROVIDE MIN. 5/8 IN-. EMBEDMENT wro wood BucK.. DETA LL 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRIM ALSO APPLIES .TO: THE.: FLORIDA EXTRUDERS 1500-AND 2000 WINDOWS - , _ L500 & 200 SE�IES SI�IG�E H�NGS: ELEVATION SGL. HUNG FLANGE WIN SERIES 1000 11) WHERE' WINDOW'' IS INSTALLED' IN`.MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS. -OF DRAWN BY: BBB ASPPROVED BY`. VIEWED FROM . EXTERIOR i SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT AT s '` ) ' r€ �� , r`, DATE: I O/ O / O I SCALE: N T DWG_: F L E X 00 16 ALL INSTALLATION FASTENER LOCATIONS. EATHROW. FLORIDA 327a6- PHONE. 407 805-0365 FAX 407 805-0366 opconc:n Ay. PR(1MIfT .4 APP11F.ATIO FNf,I4 FRING. INC.. 250 INTERNATIONAL PKY.. SUITE 250. H �-* ! I -t •` C ` Y.AIixCxI'IQ nNj N0L LC ' 0 tiFi TE= Nv�` Lil_-Iyt,GMT .;.AMP (-v:-:) 3u-;-K E. � I ' MIN. \ it _/i SELF J: � l-�r2: ? a' J=Li T A�S±a;G�C?wS TE �`ING S:'�!J tt n t -r. .�E:Q_ 7NS AS- r- I NN ANCHOR 3l ^' Dr SEEALiu ': & 'uUL .IGN 11 ..,�.,. - ` .i� it �L_YI , % f x ,^7J' - - - i X YI i j. 4 J 4 - - = RNA IA JI t A!?p:�.v S'!S, -H arG Shs3 yF T '��` +`_D, !-_ ' ___ _ _ •-'�\_': �ii. . r \ - ^^/"+i:�S,.i t.-.. �• ! ,` - i`dv__!Li1i 1vri� K�: `L Imo; �`. .. A,i !i ! ' ' D i 10N , ' ' - - I'vS� %"� h, 1 L / j-+S_ c Tr _.Ar fi i_ ' `i' �� ;ES 4—it,,� ILL i K� ! X t C s iceO a -- i .j1 gg• v ,' L !i .. v �atc nc L�Scn\ 2 :`?u Ss }. —� f —, uti 4 ; Q S:H. —� �E r a __"i,ti .,Area (TYP,3 I S F Y ?J� "i r lI+STA!L^ti V!S1�GR /- - __ - 8 x y�TLr t / T/?YY= G ` i I 1 ;/trj' L`ai. CO � N \ n .t r_.�^�(' - - � - - i � � JCRGXAr ANCHOR T }''.: .. T APPINC S.4 : i APPING SMS 1 i t II tt ; SILL CLIP WWI ! 11a. ' \ v _? CI - SEALANr'T EE-T'�1 tht 4a n 1 �� 5c-I . ; SEAL ANT BETWEEN � . � SEA! AVT EE W_EN TAI%t=IP G Sit$ �>NDOty F_Ahi��.S I 4 : !� . tdl V; WIPJD7W=LANG�S �— Wth' OT-w FLANGES Y MULLION i E: c h_^!T. 1 NU±�t_ION 3 '�JLL'•CN QE,nn! r tom` x 1-S/C SELF .. ` u;7 t-trl7 C-j �Ll�:!l..iSY .�-!`� `!.1 i �" - : ^1 � G SU ��_ Jc _ T ----- — p <'=^�,S SiL_ L'•-r1i < YI�C�N I S � 1AP01IV'�t smc$ , i;4 TC`aIL �- � i - ♦�-.: i A: ii;t1`� Sri r%I L !A , 3 _u ALll.! I��JAi �^-!VrHOR XL�'d R=i,itl2!�`E U8E P�{ Ii L inN / •i USE i/U Liu^I ® �o0° 101 i ° i r i f Ff BAL � is 1 ; toll11— I }r,�,,, ,.C;, S. J,AM� :I'( ; ;._ JAMB YP.3 t \ % 1 M? _ _ ri F i ELVA i 1 ON ttC ii /!✓ Ste._( ! - L ^v r-: r': I , ? SELF ?IS iC i/� Si:Lh V!E-" r : -Rv1.", Li't i=�L,U a TA�piPlr Si4�, j \ Tt�?'ritr S'S -- -- -- �---_ — �__—_ 1 INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA TIT _ i- i L� J^ t - / v f 1 u L 1� � crT � �F SEALAN b'=TirE E?u ! AL AN T BET'�c_'I - r c T r-- L �. �JT.ND.z�i F A rcc Z �' WINTIw FLANGES i Jt_ ! YHr .�. 1 �� SNr 1 C ❑� ��:,. Qi� L. try_ _ -, ' s `�uLLl0.ry `. >�_i s ,L;; u`S '. SSA L CApAC T i S 1-I/.2 SELF - #8 x 1-1/2 SGL —Apt G SMS TAPPING SMS ' 3 rt �'� DRAWN BY: PaSF APPROVED BY: � : = �'T . r . i\ + ,, - � � � ice, �, . _ . • jai F L; J L j U 4 __ .rr�r.►� mrir-c'CI 10C rADA('ITIL'C SERIES 1 UUU 1 CAPACITY & ],JUU r L.Aw�C VCSC 1 II.HL UCJIvi� .�-- -"� --• •• .._...__ CAPACITY CAPACITY 1 CAPACITY CAPACITY ;CAPACITY CAPACITY CAPACITY CAPACITY 3MULL CAPACITY / 3MULL " WINDOW I CAPACITY WINDOW 1 X2X1 8 CAPACITY 1 X2X 1 /8 !CAPACITY 1 X2X3/8 1 X2X3/8 x2 7/i ext e't x2 7/t s,c / '1X2 / / / ,MULL8I�TUBE �MULLe' TUBE 1MULL / TUBE MULL / TUBE 3MULL / !TUBE TUBE CALL TIP -TO -TIP ;TUBE MULL: TUBE MULL TUBE MULL ;: 2 ANCHORS TUBE MULL + TUBE MULL 1 4 ANCHORS 12 ANCHORS LL E :TUBE MU TUB i 4 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS 6 ANCHORS SECT. A-A(5) ` 4 ANCHORS 6 ANCHORS ' SECT.A-A(6) ! SECTNA A 7 SIZE SIZE 12 ANCHORS 4 ANCHORS SECT. A -A 1 SECT. A -A t SECT A-A(2) ° SECT A-A(2) SECT. A-A(3) ; SECT. A -A 3 ;SECT A-A(4) 'SECT A-A(4) SECT. A-A(5) 732.42 ' 336.52 692.83 336.52 732.42 336.52 _ - 732.42 791.81 1187.72 1791.81 1 187.72 11187.72 12 -�- 19 1 /8 X 2 6 336.52 �19 ' 209.72 429.55 - 209.72 �y456.46�- ----- ; 209_72 .456.46 493.47 , 740.20 493.47 740.20 740.20 13 --- 1 8 X 38 3/& 209.72 / X 50 5/8` 131.23 1317.66 1131.23_ 152.75 177.46 _ 152.75 -�_193.92 _- 152.75 271.83. 359.41 539.12 359.41 -��479 �539.12 ': 539.12 14 i19 1 /8 - i 127.29 ! 127.29 ', 135.81 '•. 139.09 ! 135.81 194.97 1319.55 i 460.17 [ 319 55 33 479.33 145 119 1 /8 X 56 1 /4 94.13 94.13 89.21 89.21 - . 97.48 97.48 ;1 19.85 136.64 ; 282.02 --,--_---- ; 42_3.03 282.02 i 1423.03 ! 423.03 -` 15 19 1/8 X_63 65.97 --- -�' 65.97 _ --'-----"--T----------'--'-__-..-._ 58.81 - -_ 58.81�-_ --r----- _-- 64.27 -_- 64.27 -_ - 90.09 ^90.09 . 1 ; 212.62 212.62 - 296.98 - 1296.98' 365.75 _1 6 __ -,--- 19 1 8 X 72 ' 43.49 / --- --__ _ 43.49 - _-----_� _ - 126.96 -� i 36.45 36.45 ` 39.83 - -�--- __ - _55.841 ! 131.79 131_79� . 1184.08 184.08294.03 17 19 1/8 - X- 84 26.96 --�----- _ I - t-- --- I 1262.87 541.20 262.87 -55.84 4 - - r ! 572.13 _ ! 262.87-- -- = 572.13 i 618.52 ' 927.78 1618.52 1927.78 11927.78 H2 ! 26 1 /2 X 26 � 262.87 �2 X 38 3 a 157.93 / 572.13 i 239.21 ------ 157.93 ; --- - - 323.48 ; 157.93 _ 343.74 157.93 ! 343.74 -__ ' 371.61 557.41 ; 371.61 557.41 i.557.41 1 H3 6 1 / X 50 5/& 97.25 _-,- 197.25 13_20-, 1131.51 r- I 113.20 _ 143.71 113.20 201.45 266.35 - 399.53 266.35 ; 399.53 399.53 1 H4 6 1 /2 ' -- _ ---93.89' T _1 93.89 100.17 I t 02.59 100.17 143.81 235.70 339.42 235.70 - 353.55 353.55 ' 1 H45 �26 1 /2 X 56 1 /4�69.43 - 69.43 148.44 65.51 ; 71.58 7 i .58 88.01 I 1.00.34 _207.10 ! 236.83 I ; 207.10 _ ! 3.10.65 i 310.65 1 H 5 ' 26 1 2 X 63 48.44 1 / __- 31.79 65.51 42.99 142.99 " 46.98 ! 46.98 ! 65.86 1 I ! 65.86 T j 155.44155.44 217.1 1 1217.1 1 j 267.38 1 H6 26 1 2 X 72 ; 31.79 / T ' 26.53 26.53 �28.99 1 28.99 t 40.64 i 40_64 i 95.93 ! 95.93 133.99 ! 133�99 - 214.02 ' 1 H7 I 26 1 /2 X 84 ; 19.62 19.62 471.75 471.75 i 216.75 ; 471.75 i 510 1765 510 765,j 7fi5 22 37 X 26 ! 216.75 ., I 471.75 -_�__216.75 ; 250.32 1216.75 ; 122.22 -- T ; 266.00 1 122.22 ' 266.00 287.57 ; 431.36 1287.57 431.36 1431.36 23 --- I i37 X 38 3/8 . 122.22 1 1 85.1 2 122.22 ; - 99.17 - - 185.36 �108.37 - 185.36 i 151.91 j 200.86 301.29 200.86 301.29 - 301-.29 - 24 �37 X 50 5/8 - 73.34 - r- ------ --- i 73.34=85-36 - ! 70.28 70.28 i 74.98 - 76.79 --� -- : 74.98 ------r- 107_65 176,43 254.07 _ 176.43 _ 1264.64 _ ---} 264.64_ 37 X 56 1 /4 51.97 - 51.97 �- i 48.70 i ; 48.70 }53.21' - i 53.21 _ ! 65.43 � 74.59 --,-^ ` 153.96 176.06 153.96 -- - 123094 - - -- ! 230.94 � - 1,197.41 25 i 37 X 63 _ 36.01 I 23.47 23.47- ` -- _ 31.74 31.74 34.69 1 34.69 I i 48.62 48.62 , 1 14.76 -I 1 14.76 i 131.61 160.30 26 37 X 72 . '< p-- 1 19.46 ! 19.46 I 21.26 I 121 6. i.29.81 T 29.81 i 70.36 i 70.36 98.27 198.27 : 1156.97. _ 27 37 X 84 - 14.39_ ! 14.39 1417.04 --+ ; 191.61 - - 1394.49 - ^ - ; 417.04 -- =z 1 �J� ---- ` aJ 7.04 _ . -- . `450.85.676.28 : 1450.85 _ 1676.28 1676.28 32 53 1/8 X 26 + 191.61 ---198.38.4.14 98.38 -�191.61 201.51 1 ; 214.14.. _,�s 231.50 347.25 -231.50 ' 347.25 347.25 3 3 T- 1 /8 X 38 3/8 9 8.3 8 14� 9.0 2 1 ! _ _ - 65.45 ----�-_ 8-r 3.09 1 1 6 17 ''' - 1_�4.00 1231.01 ':. 154.00231 .01_ l 231.01 34 3 1 8 X 50 5/8 56.23 '� / 56.23 (65.45 3 7 76.04 53 17 -- 156.73 , -65=45 ` 58.10 `- ! 56.73 :' r81. 4 ': 133.48 - 192.22 T i 133.48 1200.23 1200.23 3.45 -3 1/8 X ..56 11413 9.32 - I_26.92 ; 39 32 1 { 136.40 ? 36.40 l 39.78 i 39:7$ 48.9i - 155.T6 =, --- i.►t5.08 _ 1.60 ; 13 - - --- 5 08 1.1 1 . ' , 17 2.63 17 2.63> 35 53 1/8 X 63 --- 26.92 i __;`.-__-_�__- 25.62 �---- 25.62 35.92 i 35.92 184.77 i 84.77 ' 97.21 ` 1 18.41 (145.82 36 `- 53 1 /8 X 72 ; 17.34 _ _ i 17.34 - ; 23.45 14.21 23.45 14.21 ; 15.53 I ; 15.53 �- 21.77 -_ j 21.77 151.39 51.39 7138 ' 71.78 �- ► 120.81 37 I 53 1 /8 X 84 10.51 t 10.51 SERIES -1.000 & . 1500. FLANGE VERTICAL FLORIDA :EXTRUDERS INTERNATIONAL, sANFORD, INC FLORIDA MULLION DESIGN PRESSURE CAPACITIES _ ..,�^-,:--r�-� �t �at�tf- TITLE: li� l,i\� ~:<'` t SI✓ Ct_ �.H�"f-!:. _ ;� . C �r,s�.�:L:..- SHEET' 2 OF 2 �rT=�, M� -n�;� - �ER, Iuu`-° �00_ NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED EACH END. DRAWN BY:. K= APPROVED BY: .AT PRESSURES GIVEN ARE FOR 1.5 B) DESIGN> PR X DATE: J i % _ / 0 SCALE: Y UI_L DWG.: 1 1,�M LG ��= 2 []=i INSTALLATION ANCHOR -- DOOR WIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'Q'D tt8 SCREW _ TWO BY WOOD SHEATHING (SEE NOTES) 1-1/6 N. BY OTHERS #8 SCREW + BY' ATHING CAULK BETWEEN EMBEDMENT BY H w❑OD DOOR FLANGE TWO BY WOOD SLIDING GLASS BY OTHERS & SHEATHING BY OTHERS DOOR FRAME CAULK BETWEEN JAMB HOOK STRIP & SHEATHING SLIDING GLASS DOOR OK STRIP SHIM AS REQ'D. HOOK ST I 1/4' MAX. (SEE NOTES) SHIM SPACE INSTAlLAT1❑N ANCHOR 1 1/8" MIN .. 1-1/8" MIN. #8 SCREW . EMBEDMENT. STUCCO EMBEDMENT TEMPERED GLASS CAULK BETWEEN OR SIDING BY OTHERS DOOR FLANGE & SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY SHEATHING OTHERS BY OTHERS PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.) GLASS CTYP.) OR SIDING STUCCO OR SIDING �« � BY OTHERS SLIDING GLASS DOOR BY OTHERS i '� L '"►:.: jL i.>* i it . _ �' . INTERLOCK i DOOR HEIGHT SECTION B-B HOOK STRIP DETAIL D � uDERS _ .. NOT E S: 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) a8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEADS JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. SLIDING GLASS 6) IF EXACT DOOR SIZE IS NOT LISTED 1N ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. DOOR FRAME / 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING_ SILL - - - B - B PLACE INSTALLATION ANCHORS, 1N FRONT OF HOOK STRIP AS SHOWN. �- - 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS -OF ASTM E1300-GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR, INSULATING GLASS. D 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 A 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. la) NOT ALL CONFIGURATIONS LISTED aBOVE aRE SHOWN 0N<THIS DRAW]ivG. HOvEvER INSTALLATION; EMBEDMENT EXTERIOR ELEVATION SECTIONS 'A -A', 'B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED- D CONFIGURATIONS_ e d o 1-1/4' MIN. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES_ D LIBERALLY APPLY REV DESCRIPTION DATE INI FLEIRIDAINT.. EXTRUDERS CAULKING UNDER. SILL INC. OR SET SILL IN BED INSTALLATION ANCHOR SANF.ORD FL. OF -CONCRETE - 3/16' DIA_ TAPCON TITLE: SLIDING GLASS DOOR SECTION A. -A INSTALLATIGN WITH #8,SCREWS. _ C i DRA N BY: BB A VED Y. ( ! 2002 ATE: w 12/17/01 SCALE: NTS PPRODWG #fLEX0027 SHT 1 OF Imo-= r #8 SCREW INSTA.LATI❑N ANCH❑E\ CHART NOMINAL DOOR. QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB lQUANTITIES IN EA. HOOK STRIP DOOR. SIZE AND SIZE UP 7lJ 46 PSF TO 61 PSF TO UPPSF 46 PSF To 61 PSF TO UP TO 46 PSF TO 61 60 PSF 70 PSF TO PSF CDNFLGURATIDN 45 PSF 60 PSF ZO PSF 460 PSF 70 PSF 45 PSF 4068 XX, OX, X❑ 48 X 80 6 6 6 8 8 8 4 4 4 4 4 4 5068 XX, ❑x, xO 60. X 80 6 6 6 8 8 8 8 4 4 4 6068 XX, OX. XO 72 `X 80 8 8 8 8 8 4 4 4 8068 xx, Ox, XO 96 X 80 10 10 12 10 12 8 4 4 4 10068 XX, OX XO 120 X 80 12 6 6 1 10 110 10 5 5 5: 5080 Xx. ❑x, XO 60 x 96 6 8 8 10 10 10 5 5 5 6080 XX; OX, XO 72. X 96 8 10 10 10 10 10 5 5 5 - 8080 XX, Ox, x❑ 96 X 96 ' 10 12 12 10 10 10 5 5 5 10080 XX ❑X XO 120 X 96 2 6 12 12 12 6 6 6 50100 xX, OX, XO 60 X 120 6 6 8 8 12 12 12 6 6 7 60100 XX, ❑X, X❑ 72 X 120 8 0 12 12 12 6 7 8 80100 XX OX XO 96 X 120 12 8 8 8 4 4 4 9068 OX❑ 109 1/8 x 80 12- .12 8 8 8 4 4 4 12068 OXO 145 1/8 X 80 14, , 14 14 8 8 8 4 4 4 15068 ❑X❑ 181 1 /8 X 80 16 : 16 16 10 10 10 5 5 5 9080 OXO 109 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 ❑X❑ 145 1/8 X 96 14 14 14 10 IO 10 5. 5 5. 15080 OXO 181 1/8 X. 96 16 16 16 i2 12 5 7 8 90100 OX❑ 109 1/8 x 120 12 12 12 .12 12 12 12 5 8 120100 OXO 145 1/8- X 120 14 14- 14 8 8 8 4 4 9068 XXX 106 5/8 x 80 12 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 15068 XXX 178 5/8 X 80 16 .16 16 10 10 10 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5- 5 15080 XXX 178 5/8 X 96 16 16 16 12 12 12 6 7 8 90100 XXX /8 X 1E25 120_ 12 12 12 - 12 12 12 6 7 8 120100 XXX 1/8 X 120 4 4 4 8 8 8 4 4 10068 ❑XXO /8 X 80 12 12 12 8. 8 4 4 4 12068 OXXO /8 X 80 14 14 14 8 8 8 8 4 4 4 16068 DXXO /8 X 80 18 18 18 1 10080 ❑xxU / X 12 12 12 1 10 10 10 1.0 5 5 12080 ❑XXO 143 5/8 X 96 14 1.4 14 10 10 10 5 5 .5 16080 ❑XXO 191 5/8 X 96 18 18 18 12 12 12 6 7 8 100100 OXX❑ 119 5/8 X 120a14-1 12 12 12 12 6 7 8 120100 ❑XXO 143 5/8 X 12014 1212 126 7 8 1-60100 OXX❑ 191 5/8 X 1201 g 4 412068 4 10068 xxx.X 11 1/4 X 12 8 8 8 4 4 4 XXXX 141 1/4 X 80 14 8 8 8 4 4 4 16068 xxxx 189 1/4 X 80 16 10. 10 10 5 5 5 10080 XXXX 117 1/4 X .96 12 10 - 10 10 5 5 5 12080 XXXX 141. 1/4 X 96 14 14 14 10 10 10 5 5 5 16080 XXX_x 189 1/4 X 96 16 16 16 12 12 12 5 . i00100" XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X :120 14 14 I4 12 12 12 5 7 - 160100 XX:X.X_ 189 1/4 X 120 16 16 19 .ANCHOR NOTES: 1> FOR MASONRY "OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. E i I i O R I DA EXTRUDERS FL INT. IN. SANFORD, 'FL. 1 TITLE: SLIDING GLASS DOOR INSTALLATION WLTH #8 SCREWS ENGINEER: - DRNo B B. DATEr 12 / 21 /01 DISCIPLINE:. CIVIL SCALE! N.T.S. DvG. no- FLEX0027 FL. REG. NO 471RP REV. LETTER: SKEET, ) nC ? &AL NOTE5 I. DO NOT SCALE THESE DRAAIN&S: ARITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD. MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND .CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUESTIONS 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, LAW5, REGULATIONS AND RESTRICTIVE COVENANT5 GOVERNING THE SITE OF WORK, 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REA50NABL:Y INFERRED OR REOUIRED BY ANY CODE WITH .1UR151:)ICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EX6EFT FOR TI 1E SIDE AND REAR EXTERIOR EI�EVATIONS IAII 'IS! I ARE- 4 " ' ". ALL I'7XI1 PLANS ARE DRAWN TO THE 50ALE I/a" = 1'-0" EX6EPT FOR 1C r• 11PE A l Ir1 REAR EXTERIOR XTEO 1O E C\/ A TI0 15 BASIG WIND SPEED = q0 M.P.H. (FASTEST MILE) 110 M.P.H. (3 5EGONO GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE GATE60RY = D APPLICABLE INTERNAL PRESSURE GOEFFIGIENT ; +/- O.Ib (INGLUDED IN DE516N-WIND LOAD) DESIGN WIND LOADS - WALLS _ +22 , -IS PSF - ROOFS = +20 -20 PSF (-30 PSF AT OVERHAN65) SHEET NO. F-- O C - COVER SHEET 1 - FOUNDATION PLAN, FILLED CELL DIAG. N 2 - PRECAST LINTEL DIAGRAMto 3 - PRECAST LINTEL LOAD TABLES U- ui 4 - FLOOR PLAN w WWI 5 - TRUSS LAYOUT 5.1 - STRAPPING SCHEDULE 6 - EXTERIOR ELEVATIONS 0 7 - ELECTRICAL PLAN, ELECTRICAL U RISER, PLUMBING RISER 8 GEN. NOTES & TYP. CONST. DETAILS w 9 - GABLE END & OPENING DETAILS -2 Qe�3 Iiit •tE o ENGINEER BY: ENGINEERING (407) 774-9003 FAX: (407) 774-8477 sheet P.O. 80X 161613 ALTAMONTE SPPoNGS. FL 32716 THOMAS J. ANDFRSON PE% 47819 ^ " Of: sy Cont. SLAB ry PMERrESN OVER b ML VAPOR SA ER OVER TREATED GOMPAG FILL GMU -a O 6RA E c *5 VERTIGPL - 2-*'S BARS - RffiAR Ib' MONO. SLAD - G.M.U. ONE STORY v kra EXPANSION NON LOAD BOLT (TYPJ MS. WALL lu I45��. ICI MONOLITHIC, FOUNDATION DETAILS e' ® N.TS. .7 DEPREssm SLAB NON-BR6. 0 6ARA6E nra �}• tout. SLAB ry wea3u-car+ OVER b ML VAPOR BAD OYBt TREATt� COMPACTED FILL I-*5 BAR GGNT. n o sRADE 9' �TFf�GKENED SLAB NON-Bs,awt� x Kra MAXIMUM 5PAGINCG OF ,FILLED:GELLS . FOUNDATION PLAN NOTES .I6g2: UNGROUTED CELLS THAT CAN RESIST A 1O0 M.P.H. LOAD I) ELEVATION 'A' SHOWN: SEE PARTIAL PLANS DESIGN MALL PRESSURE T = 22 PSF ON SFIEET 'A3-B' FOR ELEV. 'B' C1-IANGES. 2) THIS STRUCTURE HAS BEEN DESIGNED TO MEET MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS OR EXCEED THE 110 M.P.H. 3 SECOND GUST WIND 15 25 P.9.1. - A.C.I. 531 TABLE 10.1 LOAD REQUIREMENTS OF THE FLORIDA SECTION PROPERTIES b' PARTIALLY GROUTED BUILDING CODE 2001 EDITION. *e**r•*:*e***:« 3) AIR HANDLER TO HAVE MIN. 4' CLEARANCE WALL = 45.43' 04450NARY STRUCTURES A.C.I) ON ALL SIDES AND ENCLOSURE SPACE TO BE M = wl*1 /b, 5 = A*L*L>a2/ 6XT = g5.43 , I = 10.4 FT. MIN. 12' WIDER THAN APPLIANCE. 4) A/C PLATFORM BY BUILDER USE 8'-0' HORIZ. SPACING - 9'-4' CEILING MAX. (FS = 13) USE 61-0' HORIZ. SPACING - 10'-0' TO 12'-b' CEILING MAX USE 6'-0' HORIZ. SPACING - 12'-b' TO Ib' CEILING MAX t ADD LINTEL. Al (1) 05 CONT. • 9'-4' HGT. (*/- b') (un 774-coos RX (" naa+n nioris 4 MCOWw re/ am* FOUNDATION PLAN ELEV. "All ® V4'-1'-O' 2 a a W o�� 0 r 0 U oaL Z aU Q O� QO w 0ZU �2 w O -� LL J_ LL j CN M &ST- fTIC1692 LINTEL SCHED. LINTEL NO, LENGTH TYPE COMMENTS L 1 M-4" &Fib-IBAT ALLIED LINTEL= A-15 L 2 1'-b` 81`I6-I8/IT ALLIED LINTEL, A-5 L 3 1'-(7" 8FI(2-IBAT ALLIED LINTEL: A-5 L 4 4'-6" 81`I6-COAT ALLIED LINTEL- A-3 L 5 4'-b" BFIb-OBAT ALLIED LINTEL: A-3 - L 6 1'-6" 8FI6-113AT ALLIED LINTEL: A-5 L 1 4'-6- 81`I6-05AT ALLIED LINTEL, A-3 L 8 4'-6' 1 OFIb-GOAT I ALLIED LINTEL: A-3 L 9 4'-b" 8FI6-05/IT ALLIED LINTEL: A-3 LINTEL DIAORAM NOTE5 16-12: I) SEE FOUNDATION FLAN FOR FILLED CELL SPACIN6. 2) SEE SHEET "A6.1" FOR LINTEL TABLES. OPT. LOCATION A/C, CONE). VV 36X36X4 GONG. PAD it fc i� 1i L-ct A/C GONE). NV 36X36X4 GONG. PAD. 6'8X OX4" PATIO o b (Dr -LE E PATIO W/ PO�L DECK) E E a aj t mm C� C aq z UI 1: io oS O n=.1L : DBL. SINK - Dom• w/ DISP. p i 0 11 h Z l _ J--- A w z_ J s L Q ;7 U a L-4 a ..............:--..._.. — I is ....-_..:....__.. - �� a � a 0) oilC0 L'2 L-i LINTEL PLAN n V4'-P-O' ENGINEERING (4M 774-9= M (407) 774-8477 PAL WX 161613 N7t110r11E 91MM R 32716 - VW&W A. MDOM M PEI 47519 . dwWwdby. rd drown W_ d.. deafgn a16a16a W..w.. deco Mn—M I 3 (FJA sheet I 2 S I Of e NOTES: CAST-CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLiFT & LATERAL LOADS - I. f c precast Titans = 35psL 2. fc prestressed lintels = 6000 ps, g. f'c grout = 9000 psi 14/ maxMrnxn 3/8' aggregate. 4. Gorncrete masonry ubnitD (GMU) per ASTM G40 W/ mkNmum net area compressty strength = 14P0 ppsi. 5. Reb r provided in precast IVIte1 per ASTM A615 6Rb0. Field rebar per ASTM A615 6R40 or 6R60. . 6 Prestressl1nnqq strand per ASTM A416..grade 270 row 6V0ttfon. -1, 7/B2 wire per A5TM A510. H..Mortar per ASTM -G270 two M or 5. GENERAL NOTES 1. Providefull mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structuraf Arcm4ngs. 4. Lintels era manufdctured with 5-1/2" long notches.at.the ends to accormwdate vertical cell reinforcing and grouting. 5. All lintels meet: or exceed L/360 vertical def of ction, except lintels 17•4' and longer with a nominal height of 8' meet,or exceed L/180. 6. Bottom fleld added rebar to be located at the bottom of the lintel: cavity. 7 1/32' diameter wire stirrups ere welded tothe bottom steel for mechanical anchorage. 8 Gast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. q Safe load ratings based on rational design analysis per AGI 518 and AGl 550 SAFE. LOAD TABLE NOTES 1. All values based on minMwm 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bear" length Is less than 6-1/2'. Safe loads for all recessed linntels based on 8" is bearing. 2. NK = Not Rated. af 9. Se loads are total superimposed ollowoble load on the section specified. 4. Safe foods based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity cm be obtained by the designer by providing addional reinforced masonry abovethe precast lintel., 6. One #1 rebar may be substituted for two #5 rebors In 6" finteis on1i 7. The designer may evaluate concentrated loads from the safe IcVables by. calculating the maximum resisting moment and shear at d-away from the Face of support. • 8. For composite lintel heights not shown, use safe load from next lower height. q-,All safe loads in .units o1 pounds .per linear foot. - 8" PRECAST W/ 2" RECESS. DOOR U-LINTELS IC-4-if"I"if GRAVITY L.EN&TH TYPE erar6 em's•e 4'-4• (52") PRECAST 146g I5N 3099 ' 2g82 9454 4424 5g04 b880 1671 5412 4102 6472 7447 ..4416 b870 4'-b' -(50 PRECAST Lg57 - 1444 2762 2T14 960D 4491. 5515. 6264 1102 9412 '4902 6WM - 1947 4" '.10070 5'-8' (68) PRECAST 1D5 632 1607 100 2056 2566 30'5 9505 1159 2162 �4074 6412 6516 5014 6D39 5-10'(70') PRECAST' 1W -TM 1500 K" M24 2400 �876':93.52 1109 2051 .8D11 6472 '6516 5450 "1 law) PRIBCAST -. .. - 822 907 I6T1 2-W, " Sb`721 45. 2 9ol 1611 249l9; 41011 679b -:61T1 6101- 7'-6' mo") PRECAST 665 161 15'ft 22ra M9b' 2451 2444 54" T64 l917 2524 9604 54g2, 6624 502 9'-8' nib)' PRECAST 571 -420 004 1942. 1614 ID06 5$ 928 149'1 217q 2616 95g5 --- 8" PRECAST WZ 2" RECESS DOOR U-LINTELS __4R•ra UPLIFT LATERAL TYPEePF4-R L.ETIC�T74 awa�T DVAMf 81Y6 --.. .._ 8RU6 (52") PRECAST 1244 a6 '78 2- -s260 4112 4g67 5029 952 992 1244 ISK 2994 5170 4000 4850 5W (54`) PRECASTIm IwZ 150'1 2311 5121 5-07 4156 5571 85'J 859 1453 =40 9086 9097 4645-.. 8493 (681) PRECAST -124• R12 IMp 2429. 5059 96" 4925 5a sa 924 •M,i2 na1 :2'S+7 247D 9603 4290 (-10) PRECAST 646• 1196 n42 2952 2465 9as1 4W8 464 464 640 10" -ro90 22" 2.841- ,54g7 4106 (80') PRECAST' 176 682 50 2042 2313 91011 boo -56 1466 wet 2504- 9oP5 -E:1:2t 010") PRECAST 668 641 B25.. IM 2280 21W 665644 ro03 1762 2229 2640 (116") PREGA5T 593•4e9BOD.1124140 r104 614 533 ,. s21 004 ro6q ri2e� 2oee *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR •.0- d.' . ®• 0 e5F124EVIT 8F8-IB/IT LINTEL SECTIONS 05 REBAR AT TOP F = FILLED WITH GROUT I U = UNFILLED MIN. (1) REQ'D QUANTITY OF S REBAR AT 1-1/2" CLEAR rBOTTOM OF LINTEL CAVITY _ U C.M.U. a F 16 - 1 E3/ 1 T Q J • Z NOMINAL WIDTH) j LQUANTITY OF "5 A to �° GROUT NOMINAL HEIGHT REBAR AT TOP dl z - S REBAR AT BOTTOM �9 • © OF LINTEL CAVITY -5/8°ACTU L. BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 8" NOMINAL WIDTH T"%rFE - DES 1 ONAT I ON 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY - LENGTH iTPE HUB ePe-1a Dreg-s DFwa 2'40i34") PRECAST DI66 4479. 6091 '15]6 9004 10412 D�6 9166 44T9 60D1 1526 4004 104-M 11 9 3'-6' (42•) PRECAST 230 SW95TT 46Oq -6001 T-45 6690 9941 9*6 4415 bMq 1526 W04 10412 1w56 4'-O"(4H) PRECAST 25S 24g6 9461 4456 Silo 6964. 1530 2 2.44T3 60'Yl -1526:9004 10412 11-06 4'-b"(54") PRECAST 1651 . MTw13 -2D51 9409:..4µq 46465644 2TO 4021 605q 1526 g004 10472 9666 5'-4".(64") PRECAST 1164 12 1301 root 29n 2A2O 9996 9D46 1665 266q- 5091 1 60gb 5400 6424 '1450_ 5'-10'00") PRECAST q72 b00- IOTA. 1414 16M -2304 272I 9H'1 4459 246s -044. 5496 4451 52DO 6122 6'-b' (16") PRECAST . ,q5j i2s..: 21ol 52" 2146 '.W96 5"tt 49e9 1255. 2101 551,161 5260, 7194 6*0 '66W 7'-6' (g0) PRECAST 761 1029.. *15 2905 w94 '2491 2866' 5M5' 1624' ro15 - 26lo _-eaq _'�i M wlk 5041: W-4' (Ili') PRECAST- - 573 692 '.. W49 1461 A21a. 4462"> 1T94; 2027:-. 16Wr t212 -imb 2944 :5464 4oso sw 10'-b'YI26) PREGA5T 462 - 602 1125 g6 ... lug iSa6 -I 456 658' 1025 IN4 2061.:. 2774 9190 2404 11'-4" (136') PRECA5T 445 540 455 MS 1054 2955-: rM9 2" sqO. -05 -MJ65 .ro54 2441 590 4044 12'-O"(144") PRECAST 414 545 864 1254 1664 2014 610 - 1616 555 664. t254 1615 2.01 2052 55W IS'-4.060) PRECAST :962 - 427 . - 'Io2D 1551 - 1689. L124. - 1416 465 148 1076 1456 b IB2545 2g20 14'-OV& ') PRECAST - 9d 646 1w Iwo H62 1061 t260 55& 455 700 1005 19°.%- tit4 2' W 26" 14b' (I76) PRES N.R. Ntt: NR NR NI2. NR NR NR 4" '165 OW 2049 2610. BIOS 9769 15'-4" (164) PRZ5TFZ56MM NK NR 1R NR tR NR :.. tat - tR 420' 6q5 Wo TOSS. 2510 2890. 3*0 IT-4' (208')PRES N.R Rk W- NR NR NR Mt ►Li 510 1 590 490 11400 1 MOO 2200 12600 Iq'-4"(2327PRE5 NR NR tat NR NR - -tR NR. NR 24o 400 1s0. 1090- moo rr20 2oso' 21'-4' (256")PRES NR. NR '"t NR W - NR NR NR - 1e9 890 610 440 1340 1150 2110. 22'-0'(264")PRE5 N.R. NR W NR NR - tR TR. NR 160 500 "a 670 - 1250 1660 . q lg70 24'-o"(256")PRE5TRE55Et1 NR. Nk tat NR 4R - NR Mt. NR 130 240 - 410 72d 1030 13"A - 1610 NOTES: ALLI ED MATERIALS 4, INSTALLATION 1. rebar In .precast lintel CGR60 per ASTM A615 2.'rebor-In -poured beam CGR40 per A5TM A615 3: f'c For precast lintels-4000ps1, 4,fb for field concrete=3000pst 5. concrete masonry units per ASTM 0-40 mortar per A5TM.6210 type M or 5 b.,calculations by: Richard 0: Newman, PP., Rlddle-Newman Engineering Inc. 1. shore all composite lintels 4. O.G. 8. all corrlp .site beams calculated with 1#5 In top of beam- -1. safe loads based on nominal 8" bearing (4" mInlmmn). O. all toads shown In pounds per linear foot I. for lengthes not -listed use next longer length Tfor safe load FIELD REBAR "5: GR 40 Q I- Q' .'..s GMiI. Q CONCRETE FILL f FIELD REBAR Q I 5 GR 40 r r 1-5/8"ACTUAL UPLIFT TYMEr1676 -OFWIT etleBF8 W0iX40Y34') PRECAST 2618 4101 W92 ~ "M 40M2021 2021 2164 9qd 5w0 64W VW Mgt (42") PRECAST.2215 22M 3260 42" &'M - 6204 ' M2W-6' 1251 9165 4125 50W 6061 '10% 12" 4'-0"(46") PRECAST 11" 2992 9660 4552 9961 628 930 1-125 2W 9565 4422 M64 6110 -�IW 4'-6' (54") PRECAST N"60 M2 2507 5251 4010 4161 5525 127 127 1660 - Mos 24M 5111 9g19 4658 5406 5'-4" (64") PRECAST 13g3• '464 2110 2141 9375 4010 4646 505 5 13e5 - 1431 2050 26-10 32-0 5g20 4544 5'-10'(70") PRECAST 1272• 05 "0 �..5064 5665 424-1 41H 4f8 t= Lq6 . 075 2441 Bole 9509 - .4M - b'-b" (76')'PRECAST 114H I2oo. r196 2250 27bq 5240 9d2- T01 HH7 UN W2 1604 2142 2709 520. 5-02 l'-b'. (90) PRECAST - 959• .112 1475 ww 2354 2741' 9240 591 651 q40.. 1029 1466. M07 :79s1 219T -� (N2) PRECAST - Da' . 612 9D0-: t269. OW t0'1�2 2N4.. 4" b50 601 155 Iw2- 15W too 2211- -2694 10'-b"(126•) PRECAST -M• 448. -M 1021 t261 1496-.. rM 4q3 116 611 103q -Iseq MI 2094 29•SO „fib ll'-4' (136) PRECAST 666• 439 &% 0" 1104 00q- M36- - �''6. 666 595 gas tm IS$ 1046 2" 363 i2'-0"(144"). PRECAST 60l• 400 65' 616 1001 1186 1972 540 4q4 631 486 de 12oq 1514 I'm 2006 IS'-4'(I60') PRECAST 500• 940 592 6" O41 "7 !go 902 998 513 40q 602 `loos 196T 1D97 ro41 14'-0YI68) PRECAST 458• 316 449 695 77D 422 W65 2H6 360 54D 97D 629 922 1254 1%T roM. F4'-6•(I"Ib") PRES 245 243 219 952 502 SD2 5ql 052 '166 156 057 - 14!0 9A0 1742 NR 551 PREs - ne 2711 -450 Wa 6-n 001 425 N.R. 327 22D... 929 $42 711 1072 1" 1616 ID6 256 961 464 561 610 T14 M-4" (208")FRES ws =6 449 649. 614 iul SM, N.R. 255 M=4"(292•)PRES b5 201 913 - 490 916 667 KR 204 .165 291 589 550 136 440 I160 21'-4'(25b")PRES µ5 " 218 556 43a 912 s40 N.R 112 142 2t2 556 471 bB5 e07 9q9 22'-0T264')FRES - � � � 416 4-0 53 NR. I61 - 137 205 522 451 607. TII 947 24'-0(28H')PRM - 121 165 244 912 .980 447 5t5 NR. 135 t24 186 2g0 406 536 "a We *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR LINTEL TABLES ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH UNFILLED FILLED - FILLED FILLED FILLED FILLED~ FILLED FILLED A -I 2'10" 654q 6251 10125 12000 12000 12000 12000 12000 A-2 ,9'6" 5555 5858 523-1 0552 11440 12000 12000 12000 A-5 46• 2051 1g14 5361 4616 - 6166 -726-1 8601 gg24 A-4 5110' 1128 1080 1810 2483 5536 " 3g13 4651 5550 A-5 116, -102 1056 1844 2542 32g4 402q 41g0 5522 A-& W4' 656 636 1112 1554 - 1944 2456 2402 9346 A-1 1016, 48q 485 e41 1170 1522 1651 2211 2556 A- 5 11'4' 502 - 612 1125 1550 2002 2455 2451 338q A-q 12'8• 421 485 1100 1224 1604 1g68 2560 2-121 A-10 I5'4" - 519 41q -114 1055 1561 lb m 2024 2541 A-1.1'. 14'O' 542 3-0 bq0 q38 � 1255 1510 1608 20,11 A-12 14W 506 554 618 842 � 1100 1357 1624 187g 'A-15 171'4" 212 285 456 '611 Hoa qW flee 13W A-14 - 19'4- 250 3q5 4q6 H50 1158 1408 Ibga Ig80 A-15 - 20'0" 225 365 413 - 184 1052 IWO '- 1570 '• 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U"-LINTELS LINTEL N0. LENGTH 8"x8" 8"x8' 8"X12- 8"x11e" VX20" 8"X24" 8"X28" 8"x32" LATERAL LOAD UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED I FILLED 8X8 FILLED A-1 - 210" 3046 3150 g194 10000 10000 ' 10000 10000 10000 4408 A-2 3'6' (H35• -' 1616 5445' ' 10000 - 10000 10000 ' t0000 100001 25g2 A-5 4'6" Iola, 1051 4224 5g00 8203 9440 10000 10000 1415 A-4 5'10• 515 605 25W 53144 4500 5303 6766 7046 717 A-5 Tb' 545 510 1421 Ig78 2552 5514 5"'1 4600. 661 A-& -1'4• 228 252 1134 12416 1665 205q 2542 2g47 423 A-1 1016" 185 20g 156 104q 1341 1662 2025 2347 32q A-5 11'4' 505 533 b52 -111 1110 t452 1 2026 451 A-q 12'8' 241 252 615 160 q41 1252 1 695 551 A-10 13'4" 253 255 510 103 8q2 1104 I 320 A -II 140• 225 524 4-0 652 824 1021II 1 288 A-12 14b• Iqf 218 442 604 769- it 1�,HO A-13 Ir4't48 258 - 351463 bos A-14 lq'4• 184 214 306 420A-15 20- 1'74 203, 246 405 504 30 13 ?866102 Iqe WALL LEGEND I(2g2 BLOCK WALL ® W-0" o STUD WALL a W-O' 5no WALL A W-O' Pt/ INSULATION _HANDICAP -AGGE551BLE BATH AREA GALGULATION5 1612 TOTAL A/C, LIVING AREA: W12 5F GARAGE: 3q1 51, COVERED ENTRY: 38 5F PATIO: 40 5F TOTAL UNDER ROOF: 2121 SF TOTAL AREA: 216f SF PLOOR.PLAW NOTE$ 16�3 U ELEVATION 'A' SHOWN: SEE PARTIAL FLAN5 ON SHEET A-ss' FOR ELEV..'B' GHANGE5. 2) ALL INTERIOR,WALLS TO BE 3-1/2" UNLESS NOTED OTHE"ise. 3) ALL STRUCTURAL WOOD ,HEADERS TO BE DOMLE 2'XIO' UNLESS NOTED OTHERWISE. 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS_ 5) AIR HANDLER TO HAVE MIN. 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO M MIN. 12" WIDER THAN APPLIANCE. 6) A/C PLATFORM BY ElUILDER 1) ATTIC ACCESS TO BE 22`X54', FIELD LOCATEf 8) BARTOP'TO Be 40' H. KNEIMNALL VOW 13ARTOJ 121-O" 12'-6' 12'-6" OPT. LOCATION A/C, Wr 36X36X4 GONG. PAD 6'SX6'�X4" PA' FW] DELETE PATIO POOL DECK) 25 9H (EGRESS) 25 5�{ (+22/ 2a) - •-e'e' ...tea:......................... '. •Y'Y•-•'•'•YY'•Y'•Y'� •Y'Y•'� - _ _ — - .Y'Y•'e'•'•YY'•'•'•'•'•'•Y'1' ._.._...._......._.......... �YY'� 1'� •'� �..........._....._..^.,.• JY'Y•YY'e'•YY —.• I ., •: 34 _ Q 84, 8;COUNTRr • KITCHEN •� . i swo mmahm , TT L � mewm- isT N A L L •i •�_ LIN I : - •j � 1• • 0i - I ' I I i -!IaNYLri r• --------------- �! i I� El r•: `'� Al .; N .; _ ;. i! 1610XT'0 O.H. CAR. OR (+21/ -28) 3'-0' 3'-0' r-O" 1'-0" 20'-0" 6'-0" 14'-0` 401-0. ENGINEERING FLOOR PLAN n41 4-SM RX (n•-e+n ►A. 9= telSo Mee SPMIGS4 rt Ana Tm" t NaO=" PE/ 47819 bwl W m� LLjj � b o rn rn E a O'N a f/1 Z'; Yu' O a Ii I 12 5� 0-4-1 -t' ALL FLAT CRUNGSHI M J8- 20 p�� BC LNE 0 pef BC DEAD. 10 psf . TOTAL• 37 Dof DUR FAG: 1.25 W-0" PLATE HT. NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRU55 ANCHORAGE: NOTET V USE iU TYPE -C- (OR INTERCHANC ABLE TIE) FOR TR3)55 TO FRAME WALL OR BEAM CONNECTION WLESS NOTED OTHERWISE CUN.OJ 2) USE (I) TYPE `A- COR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTICN (UN.OJ 3) USE EMh126-N COR INTERCHANGEABLE TIEFOR ALL JOIST HANGER CONNECTIONS(UNO) - 4) USE C3) I6d OR (3) U31'x 3 1/4• PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER (T4B) _ 5) GABLE TRJ66ES RECIUIRE CU TYPE W OR (1) TYPE °C" STRAP AT 48. O/C FR.DM CENTER OF TRU55. 6) ALL STUDSBELOWGIRDER TRUSSES SHALL BE EITHER CONNECTED w/ SIMPSON SP4 STRAPS TOP ANDBOTTOMIN ADDITION TO OTHER STRAPPING ON PLANS. SIMILARLY, 4X4 POSTS REOURE (2)-SP4•a ON EACH END. 4X6 POSTS REQUIRE (3)-SP4'G ON EACH END. l) BOTTOM HALF OF MT516 TRUSS STRAPS SHALL BE EITHER NEATLY WRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEPENGN DMG ON ALIIENT OF GIRDER AND STUDS OR POST BELOW. SEE POST STRAPPING ON M AND Ind MR. PLANS PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR HAND NAIL DESIGNATIONS - NAIL VALUES: BASED ON "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CCNSTRUCTICN FROM TABLE 8E1-- - 'NAILS AND SPIKES - - LATERAL LOAD DESIGN VALUES' NAIL SHEAR VALUE Cn-d 8d 103- I0d 125- Ibd WY 40-0-0 nl Ul r- HJl U u w 40-0-0 ROOF TRUSS LAYOUT 'A' we s al d s N s E 1 Hill I is ,flit by-.b .drawn 5y. tlmw design dleckad a1! awry dab: 01,V of lu _ Erb %� i MOTIONELEVATION VEC�ORATIVE SILL 4" 50ORED MASONRY — - - FINISH (TYP) MASONRY FIN15H ON G.M.U. (TYP) TYPICAL tQ I n GOMP05ITION ROOF (IYPJ ay W FASCIA (TYP) °o � E � - T.O.B. a I I7%%vI'% I 1/4' = 11 0* �5'-0" T.O.B. —.. .._.:_.._.:w...j;._.._.:_.,_.._:-._.,-._..�..;: — :_.—.: :_.,-.'•-_::_::—._..T.._.._,.-..—.._:._.:_.._..—.._.. .._.. N. FLR. �O'_•O" FI GRADE i RIGHT ELEVATION 'A<' � n 1/4" = r-O" REAR ELEVATION 'AI' 1/4" = V-0" T.O.B. T.O.N. _..—..L_ R. O'-O' FIN. FL GRADE r:1 LEFT ELEVATION 'A' 1/4' = V-O' ■ o m mom RON ®®®JILJ MASONRY FINISH (TYF FOAM 6HVITERS- . •FIN. FLIR- a - . OFF -RIDGE VENT (TYP) 1 $a=o` T.O.B 8 -- T 0Yi _.. 73h FIN. FLR Q Z O J .w 0 w F- w 1 geal�led br- nt 1 A'awn tiy. mm" design drirmC br eww aaex o+-nor Sheet 6 Ot LOAD TABLE MODEL 1692 FmEW MAKER CaMTOR LOAD 1 RANGE 40A 241 B 10 1 DRWER 30A 2/P 10 51600T F21 DI9W ASFER 20A UP 12 I$00 I REFRIGERATOR 20A UP 12 540I DISPOSAL 20A UP 12 540 I W4WW ER 20A UP 12 sm 2 2 SMALL APPLIANCE 20A VP 12 30M 6 6 1 GENERAL LIGHTWs EA VP 14 bow 1 I GARAGE DOOR OPENER 15A VP 14 1500 b PADDLE FANS (Lb) 14 500 StD-TOTAL (WATTS) 30 I et "1mfD00 WAfiTS AT:l00x 10000 WATTS REMAPDER 40% SJ51 WATTS A.C. 30M WATTS 3OW WATTS TOTAL 2U52-240 WATTS TOTAL LOAD AMPS W13AMFS SERVICE SIZE 150 AMPS 2 / 0 SER CABLE u METER d" eU cA RANGE 8/3 UM 150 A MLO DRIER 10/3 U19 04 BARE PANEL SMALL APP. 12/2 W3 C.W. LIGHTING CIR. 14/24 M TO PPL TRANS S' GROUND ROD 1692 ELECTRICAL RISER DIAL, / 150 A 4 WIRE SVC. 2- Y.TR T T 1 VY v.TR n i I 1692 PLUMBING RI5ER g NO ELECTRICAL SYMBOL KEY LIGHT FIXTURES It, 01 RECESSED CAN U6HT RECESSED G/W -EYEBALL C-01LI4SURFACE MMW U(SW LWALL SURFACE HOLRTT LIGHT LIGHT n/M-L GRAIN SWITCH ® WALL 50ONGE �QRJkt�FIXTURE ITH OUTLETS DUPLEX oVnET - Is. PAL- 6FA SE OUTLET SYUTCHED DUPLEX OUTLET RAN6wDRYER-220v ourLET_ DIRECT YORE C4WJEGT7ON -� TE ZPHONE CUTLET CATV MEASIOW OUTLET C31-QT 7HERM05TAT _#-.-'r = 'i UO CRO OUTLETS CEILING HOWNTL:D-MR OUTLET SWITCHES 13 51N6LE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH USER DEFINED SWITCH MISG FIXTURES EXHAUST FAN EXHAUST FANLIGHT EXHAUST 1=1N/L16F --AT 0 I SMOKE DETECTOR ELECTRIC WALL. HEATER l3EGTRIGAL PANEL E7ER6BJGY LI64-TIN6 EXIT SIGN BASEBOARD ELECTRICAL ELEETRIGAL PLAN NOTES_ 16412 1) AIR' HANDLER TO HAVE MIN. 4" CLEARANCE ON ALL_SIDES AND.ENCLOSURE SPACE TO BE MIN. 12 WIDER THAN APPLIANCE. 2) AIC PLATFORM BY BUILDER 5) M5TR BATH FAN TO TURN ON WITH L16HT O A/C GOI W/ 36X= CONG. F Flq d V Q 13X4 W W UW p 1 V � YW w z ZQ IY.ti- P Q (� Z � 4Q ER NG (W) n.-Coos FM (v» 77-e PA OW 161113 ^M* MR s9ROM FL 3VI6 MOWS J. moist d1 KJ 47919 OPT. LOCATION A/C COND. W/ 36X36X4 GONG. PAD ELECTRICAL PLAN ® VW=V-O" PATIO W/ DECK) designed by: 19 d�R, ey: d„R., ae5lgn er..�w deli 01-=-01 sheet 7 of: CORNER 2X- TOP PLATE MALIHLTESPIPE ANCHORAGEBAR W/ LAP PA56M THRO" DETAIL, DBMUTEI PIPE g to STD. WOOK 5 BAR STEM HALL SLEEVE SHALL BE ASS THROWN FUFaoms craw �cTOTtoN°I(rw �AaNc) Xgi� I ROW OF m 2 SIZES LAW.ER THAN SLEEK SHALL BE 1 , TAPCON: $/16' 0 72• O.C. . 2X4 BLOCKING PIPE PASSM5 Tf4OfEH 2 SIZES LAR Bt THAN cor4c. Fx , Fn - CABINET �� m PIPE PASSING. i EXP. BOLT: 1/2. 0 4s' o.c. r' ' a�F TWA OP6CUR5E P METAL FRAME WALL s ; J-BOLT: 1/2' 0 Or D.C. BLOCKING BETWEEN STUDS TAPCON: LINTEL BEAM EXPANSION BOLTS: V LBIR ti I/ T"EK�O SHEAR STRENGTH x RAWLS /m, REINFORCING U OETAIL : TYP. BAR TOP ; SLAB UNDER W x TEST REPORT 15G-20068/ SEE POINDAT�I PROFESSIONAL SERVICE F o Y � FOR REBAR QUANTITY INDUSTRIES.tNC.SEE MPG. SPECS o • - 7 MIN. LAP - - ' ' INFONOR&1AATIEaJS &TECHNICAL Z SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT DNA. EMBEDMENT HOLLOW BLOCK 3/i6• i-1/2' 846 LBS 1 /4" TOTS LBS '>5 RF�AR FN08N FDOTINCr� ��`�•'� L- CONCRETE FmT62 Nos LINTEL FILLED W W a• MAN SPLICE OVERLAP 15E FOUNDATION PLAN �' GEN ER AE NOTES {5HORQ. BAR TYPICAL FOOTING DETAIL ..-71�HIi4/Y. I. ENGINEERING VERTICAL t � PLAN �R ` P.O.80% tst64�T. ALTMgNTE SPRNM R 3M5 \ --� GENERAL = THOMAS ANDNRSON PEI 47819 --�, OCK CHIN4NEY L LIVE.LOADS: SINGLE COURSE LINTEL �xa f RDoF: 20psr FLOOR: 40psr STAIR 40psr 3 N =1-0 ♦ 2. WIND SPEED WAPh 36e gusts CHAIR BLOCK UNDER FRAME `♦ -- 3. ALL WORK To BE IN ACCORDANCE WITH THE FBG 2001 CHAPTER 16. Q CH 4. ONNLY WRITTEN CHANGES APPROVED BY THE ENC WEER 5NALL BE PERMITTED. I. -- SADDLE cwlcl�r A° _"" CONCRETE W T E NI5SED FIU.EO FF1 1 S CAN BE I�AIRm �FA. MATCH woof SLOPE! Q BY EF�cY f�L1TilG N 45 RFHAR (sly ffnxY L ALL WOW, TO BE IN sTlzlcr ACCORDANCE WITH THE ACI 31S PROPERTIES ANO SPEDIFI ATIONS' C@EAr VE CH1 1m NrAs�v. _. LWEI LPL O2 EMWALENT I INTO BOND BEAM '�• 2. nlx DESIGN CRITERIA. AND INTO THE FEOTINi FOR ALL PH 1 Ff1 FA 1 S t ►e� ALL CO�MPRESStV E TYPE I P�ORTL DAYS CEMIENf. CASEIN C BpOs) `^ SONN [IN PLANS EUT NOT FILLED IN RE FIELD ♦ 8L..468 AND F-0OT8JG9 M!D 9000t ELSEUk1ERE (UA?!J' F� � v, PROVIDE 6- MIN. IEMBEn AND 3T4-A HOLE INTO ♦ pe ®TH TILE BDNOBEAN AND THE iT7TTINS - N'INOI'AJM WAtER-CEMENT RATIO BY LLEKHT FOLLOW& Z kb, ♦♦ T SaIID p� tADa WE:CIFIED NON -AIR AIR A _ J O TOP OF BONE) BEAM ♦ ♦♦ FRAMING STRI N�GiH (p U C� TE C�ON�C� O ( , M-e ♦♦ CH 1 TE TOR CHIMNEY 3000 098 0.46 v ---_---- \--\`5Q9- ♦♦♦ SLUMP -SLAB ON GRADE 5• 0 -T OTHER 5" O a - - - - - 'LgFp ROB ♦ WATER -POTABLE �ND BEAM W ACC( ♦` ICD �NTERIOR CHIMNEY DETAILS CHLORIDE - NONE N 05 FONT. - SAi>DLE CRICKET ® �_ ` ♦♦ H SECTION THRU CHIMNEY 3. PROVIDE NOFd HAL WEIGHT AGGREGATES IN COMPLIANCE WITH T1 E REQUIREMENTS SPL�ICE°E( n) CHIMNEY TY1. DETAIL OF ASTM C 33. N.TS. 4. FIBERMESH FOR SLAB TO BE AT A RATIO OF .'15 LBSAYARD.Ckd FOUNDATIONS CO U) NOTE, F A F+rrrFn OINHRAGM IDLE 5 CALI.F31 FOR ON ROOF L FOOTWG DESIGN BASED ON MINIMUT. ALLOWABLE SOIL BEARING PRESSURE OF 2000 per. W s PLAN PRDVIlE b[4 TLOCKRG H ALL FLY1 COD PANEL EOEES N [(- FILLED CELL . _ 2. IF FOOTING. ELEVATION OCCURS IN DISTURBED)NSTABLE OR UNSUITABLE H N s5 VERTICAL 8' CN11 WAIL- -- - - - - - - - - - - - NAILS e 4 Or- FOR E L YKEO I1 APHRAEN1 ZONE THE ENC=WEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTT�TION5. 8d NAILS AT 4. Or- OR 8d NAL6 AT 6' OG OR 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED O EOUALIVALFNT PI4SM,4TIC NAIL EQWfLNALIENT PNIBIATIG IN THE GEOTECHNICAL REPORT. SOIL, AT 81A'PORIE3c EDGEe AtLD - NAIL AT SUPPORTED EDGES ,` STEM 8.1 WALL FOOTINCsS 8HALL NOT EXCEED A SLOPE Z BLOCKW. AND D' OL. FFLD 4 AND D• O.0 FIELD FOR FOR $1NDED AREAS OF ROOF oriffw AH1EA9 OF ROOF OF (D VERTICAL TO (2) HORIZONTAL E EM CHIT s5 REBAR _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR -- - - - AMAGE TO THE STRUCTURE. Z TINS. AND BOND AVOID RISK OF D UN1D FOE) - S TO VO D THE R TOP OF ROOTER - EXISTING STRIX=RIE O N. EN10E - BEM1 W 6• M O - N W 1 s BAR - u TEL 2,11 STUDS / ' MASONRY OI6' O.C. W7^� --- _ _ _ ♦� 1 EVERY OTHfR - •� TM'G Q STUD �1'�'�T''P• ..: `....::" I. DESIGN, MATERIAL AND WGRl4'TANSHIP SHALL BE W ACCORDANCE WITH THE ACI STANDARD NOTE EPDXY EOUT SHOULD BE INSTALLED IN < -_-_ _ _ _ __- _ _ _ __ 4-O• BUILDINK CODE REQUIREMENTS FOR CONCRETE MASONRY STTdKTURES ACI 530/AGl 530.1 T WITH THE NWRIFACTIIRFR'S _ __ _ __ _ __ ___ _ __ _ _ _ _ T FILLED SHALL 13E GROUTED WITH 3000 I CONCRETE. C8" t0 10' SLUMP) STRICT ACCORDANCE _ __- - _ - - -- - _ _ 2. CELLS INDICATED O BE LLED Ps 7X P.T. W J-BOLT _ n - I�DI.9.tE1OA rms. - - - -- - - FAha N,w � - - -- ATl S LOCATIONS. - 25' REEL o ALL L - - - LAP FOR // -_- '- _ PROVIDE EXP. 86LT - 3 OR _ _ _ _ 0 4B' O.C. SEE ' TE LOADS - - OF SHEAR WALLS AND LNDER GONICENTRA O L AD TO END 4 ALL CELLS ADJ ACENT CORNER✓ ANCHORAGE !� .,,.A,'. - - SHALL CONTAIN VERTICAL REItFORCINfi AND SHALL BE FILLED WITH CONCRETE. f MFC MISSED FILLED CELL DETAIL SCHEDULE 4'-0' -; - o D VERTICAL FILLED - N 5. CONGFOTE BLOCKS SHALL COPFORI TO ASTM C-S0 (28 DAY STR£NGTHI 2000 p.0 (11-1500 psU, W cEii w/1{ s BAR - _ _ - _ _ - _ _ _ - LAID IN RANMGBOND- ;•t1 .......................... ' :_::: :'s.... - ;:::_y- ;..... x_ ......._s .�r:�:;_;_:=-:::=;;:��::..':. 6. MORTAR SHALL BE TYPE N. 4 O �{ � �• 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UNA. CMU TO EXTERIOR EXTERIOR WALL SHEATHING ROOF SHEATHING NAILING WOOD _ �'• tj EFC WS R SN L ALL WOOD FRAMWG AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESKaNED, DETAILED, AND his FRAME CONNECTI N NAILING PATTERN DETAIL PATERN DETAIL FABRICATED IN ACCORDANCE WITH THE PROCEDI $ AND RECEIIREMENTS OUTLINED IN THE LATEST (n EDITION OF THE NATIONAL DESIGN SPECFICATkPNS FOR WOOD CONNSTRICTIGN. M 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. W � F AN A' STRAW IS MISPLACED ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES O ilst- OR MOTES,! AFTER LINTEL THE ASSr"41:D AND APPROVED BY THg BUILDING CODE DESIGN CALCULATIONS SYNED AND SEALED BY ail AT TOP F THE UNH3 BEAM SHINGLESSO� SHINGLESFIBERGLAO AT TOP OF CM11 WAIL TEEN A �'IN� 13 FELT OVER SHINGLES OVER A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. � lFlj Wom TRgES I 13/ FELT OVER 7/18' O.S.B. 3. PERMANENT BRIDGWG FERPENDKx4_AR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS SIMP ON MTSG CAN BE SIMTITIREO 7 16' O.S.B. REcUIRED'BY THE TRUSS MANNUFACTURER TRUSS M AI ACTURER SHALL PROVIDE STATEMENT THAT FOR EACH MISSED 'A• STRAP (" UDN) - WOOD TRUSSES STAPPED 1; E F'RWmE 20 Ea. BALV. W000 TRUSSES BOTTOM CHORD OF ROOF TR15SE8 ARE BRACED DURING IF•LFT CONDITION. PLEASE SSIRE TTA HM TABLE A PLASHING FOR TRI)% R-19 INSUI.. STRAPPED AS SHOWN ON TRUSS od 1° i FDLLDWNG THE ATTAFJED TAf3E AND - - �M' AS SHOWN ON LAYOUT 4. FOR STRICrUeAL LUMBER PROVIDE THE F-OLLOWINC GRADE AND SPECIES W t ACCORDING TO THE UPLIFT SHOWN FROMTO SIT 13N TRUSS LAYOUT SOUTHERN PINE SURFACES DRY USED At M% MAX. M. C. GRADE NO2 OR SPRUCE PINE FIR ` ' e�ji THE TRIS MANFALTIRER. INSTALL ALL _ R-19 IN SOUTH GRADE NOI - n ii TAFL@5 WITH 1-VP tUK EMBED. ``- 1/2'. DRYWALL CD P_V OVER /718 OVER P.T. OVER AS CDR CDR OVER 2X6 OR CONi. AWY. FASCIA 'rt` SUBFASCIA W/ - -OVER 2X6 SUBFASQA 5. PROVDE GALYANI7EH METAL HAWGERS.AID fF2A1'II•Y.= ANCHORS OF THE SIZE AND TYPE O � �' . `` orLYwut 'CIA L t 2' DRYWALL W/ �+T. �• RECom;xE77 PJY tHaE MANIFACTtPER FOR EACH USE WCLUDWG RIFOOMMENDED NAILS. (HUGHES !! 6VFR tX2 FURRING VENTED -SOFFIT (� NX2 FURRING VENTED SOFFIT CONK-CTORS.OR EQUIVALENT) dii�l OVER R-5 INSULATION OVER R-5 WON_ LL LINTEL BLOCK LINTEL BEAHW N 85 CONT. CMl t. y 1 COURSE LINTEL W/ w/t { 5 BAR 6. ALL BOLTS, USED FOR WOOD CONSTRUCTION SHALL BE 'A MWMIf1 OF VY DIAMETER AND b' IN 1 {5 BAR 0 TOP LENGTH (A5Tn A-301) WITH MIN. 1 V)' DOM. WASHER LINO. WINDOW UNIT PRECAST xMTN�i) { s R MATE - LINTEL SCREEN w/ (i) {S WH 6 R OR GREATER T. PROVIDE FR.AI'1INCa MEMBERS OF SIZES AND OF SPAGPY,S BHICUA•1, OR F NOT SHOWN, COMPLY WITH y1gr,�, Mif51fi &-TRAP CONC SLAB I MOVER ASONRY WISHBLOC3-1/2* CONC. SLAB � LIIITPG STUD HEIGHTS CHART. DO NOT SPLICE STRICTURAL MEMBERS BETWEEN SUPPORTS. 8/MAR 0 IL. VAPOR BARRIER 66 SHORN BOCATIONS OVERAPOR . OVER MASONRY FlMSH�3OVER 8. ANCHOR AND NAILING AS SHOWN, AND TO COMPLY WITH THE RECOMMENDED NAILING E FROM ATTACH m� �E �AC�TEDFIFILL CMU ON MOOR PLAN BARRIER OVER CMU SHOWN LOC/A&BAR THE STANDARD BUILDING CODE, LATEST EDITION. •.4i COMPACTED FILL ON FLOOR PLAN I 3 ROOF SWEA.TMW NOTE• TAFil]NC SHOULD [� INSTALLED �, _ Y V. z • , 1/Ib' OGB OR IR' CDX OdddbF- i40K�0i4°' IN STRICT ACC�ANCE WITH THE > • 9 d _ • ( S� DRAWINGS FOR NAILING PATTERNS. al=st MW4FACTIRB25 RliEYT9tCtIVTOt6 - ` i . I VERIFICATION OF FIELD CONDITIONS D4 4 L L - CONTRACTOR SW ALL VERFY ALL FIELD CONDITIONS AND DIMENSIONS 11lte6t MISSED "A� STRAP DETAIL 2 { 3 eARs 2 { 5 BARS THERE ARE CONFLICTS BETWEEN ACTUAL FIELD c HITIECT'b AND DATA S13NTED y SHEW ARE CeWS SNLALL BE BALLED TO F E ARCHITECTS aATtD DATA NE NT TM@NT9 M S SECTION 0 WINDOW - CMU 'MADE E� H18 INSTRL'C'�' W WALL SECTION - CMU; 1 STORY; E��WALL ONE STORY: MONOLITHIC - 2 FOR AICiNOR t30Lr8 USE 1N IGINEB OR E(iAVALENT (A-36 OR A-90T STEEL) Of - 1 COURSE UNTEL -MONOLITHIC 3. PROVIDE 2X4 BLOCKW. oN ALL SIDES OF THE RIDGE VENTS WtT14 8d NAILS A III3FT s OF NrSE, HhL ION NABS M. s E 346• Fr�N Tars STRAPS ro P.ExT: rAHrmNs ro rlu HAFUA[TIRH2 fIF�W IFACH STRAP) (FALH STRAPI 4 E2-14fi0 2 l 4 PRODUCT LOCATION �� DNA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH - DISTANCE PULLOUT SHEAR PAWL -BOLT (320U1fD MASONRY 25' 7/2• 7.5• 761 CBS. 1765 185. RAWL-BOLT CONCRETE 3•.' 1 2' 2.5• i831 CBS' MIT MANUFACTURERS GABLE TRUSS 7/16' OSB OR SIMPSON A35 2 3'-0' 0. G 1/2' CDX 2x4 SPRUCE OR BETTER LATERAL BRACES 2 4'-0' STRAP TIPE 'D' 0. C. ATTACH (2) 16d-TOENAILS (48' 0. C. > 10d NAILS NOTE - 2 4' 0. C. .THESE REQUIREMENTS APPLY UIFIE 1 U6NDOW/ DOOR �10d NAILS 2 4' 0. C. MA s& FACTURER'S FASTENING METHOD IS NOT SPECIFIED. - 2.4 DRYWALL NAILER rum ISLE 2x4 TOP PLATE )n ,IX BMC" FOR ONDOUJB AND DOORS . IJ SEE MANIFA CTUFM INSTALLATION - INSTRJGTIQ48 jam.[ A .AM .ATTACHMENT 2J ALL-Wll� 8HM MUST BE FULL TO WOOD FRAMING END WALL UADTH OF SASH. . F'T 2X 8UCK8 FOR WU4DOU/3 MID DOORB L) INSTALL 3/I6' DIAMETER SELF-TAPPW- - 0>N ANCHORS Er.HT (a)MAX. 2x4 BLOCKING ,INCHES FROM ENDS AND 24' CN CENTER MAX. .. 2 48' D. G MV 1 1/4' MIL EMBED. INTO BLOCK FASTEN WINC<)t OR TO PT BUCKB 2x4 LEDGB2 TO MATCH BOl'IDH ' L' BRACE PER MMIIFAGTURERS INSTALLATION CJORD SLOPE OFy1W1R TRIJS6 ATTACHED W/ 6J.9TR17CTW7N.9. ATTACH TO WEBS --TH 1. NAILS 2J ALL WINDMI SWM MUST BE FULL OF (2) IOU NAILS 2 4' 0. C. TYP. OF(2) 1------ . WIDTH OF SASH. - TYPICAL BLOCK Of ENING= DETAIL (FOR PT BUCK FASTENING AND 35 F% RATINCT) (II/20/03) BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.C. REMAINDER TO BE BLOCKED AT 96" O.G_ OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH 8d COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING FLOOR FRAMING /'VSHOLLN e 24" O/G) L BLOCKINCs a 46" O/C MAX. IN FIRST THREE FRAMING SPACES 4 96" O.C. THEREFORE FLOOR BRACING AT ENDWALLS f GABLE TRUSS WEB B SECTION DOUBLE 'L' BRACE DE7Ail SHEATHING 2x4 SPRUCE OR BETTER LATERAL BRACES 2 4'-0' O. C. ATTACH (2) 16d TOENAILS "r �IOd NAILS 2 4' 0. C. 2.6 P.T. SILL DOUBLE LINTEL 2 GABLE END W/ (L) 65 IN EACH COURSE i5 VERT. BAR (SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER GABLE END BRACING DETAIL WIND SPEED I00 MPH, MEAN HALL HEIEHTLP TO.30'-0' ROOF SHEATHING OVER TRL (SEE NAILING ZONES) BACIQJAIL W/ C2) I&d NAILS II \\ II I T/Ib Ow BRACE TO EXFEND AT LEAST ( OR 112' COX 90% OF WEB LENGTH(SEE TABLE) 1: EMCNG REQUIREi &3M STUD SPACIG NO 7' BRACE (V 2x4 'L' BRACE 0 214 'L' BRACE (04 2x6 'L' BRACE l6" 0'-0" - 4'-S" 4'-5- - 8'-0" 8'-13" - 11'-S" I Il'-0" - LYE" 24' 0'-0" - 4'-0' 4'-D" - 6'-IO' 6'-I0" - 6-10' 1 8'-10" - 2'-8" - P.T. 2X6_ TY V)' DIl14'J' BOLTS • NOTE: 90% OF WEB LEN6HT 2x4 PANEL BLOCKD4G • 40" Or- 8XBb6 CMJL (TYP) 48' W/ b" MN. B'EED- (TYPJ V BRACE MIST EXTEND AT LEAST � FOR THE (4) ROM OF TRJSSES TRD58 BEARdYs FROM EA END TYPICAL 1)aw 0 0 o ATTACHED W/ (2) V d TOENAILS—� GYPSUM WALL BOA - . - 214 ) E •ER TO 14ATEH BOTTOM 2XS P.T. LE C PJ: JX4 FILER o CHORD SLOPE OF 9--ISS-OR TR IGG - aod LE V ATTACH TO 4�: WITH CLUSTERS OF 0 lod NAILS 2x4 BLOCKING 2 48' EL G A S E C T I HN o o 'L' BRACE P.T. I)Tb W IR' DIAfL'J' ATTACHED W/ 10d NAILS - BOLTS • 4W T AX V b' 2 4' 0. C.TYP I CAL MN @'BED. (TYP-) o � o � o DETAIL: TYPICAL JAMB FASTENING LEa OVERHEAD GARAGE DOOR GABLE rRuss WEB 1 if -' SECTION SINGLE 'L' BRACE DETAIL VJ Q I- W 0 0 z N z a) W co0 oa 0 z W W J m /Q V 2x4 DIAL: BRACE • 48' Or-w. ,f LLV (4) lmd NAILS • EA END • FIR57 TWO BAY$ Z lL g 0 2_8 I GABLE TRUSS }i 1 I DO o �Il lord NAILS 4' O.C. 41 iEi3 DOUBLE LINTEL • GABLE END UJ/ (I)'9 IN EACH COURSE QJ ''- V2' X e" UEDGE I;.X� : ANCHORS 32' O/C Y (V 5 VERT. BAR O ..Iii, .(SEE FOUNDATION PLAN (L', Isi FOR EXACT LOCATION) i1la �s Q.eplc4wAnip� ma�slsmoo ENGINEERING 9 (407) M-AW FNC (40» 774-64T7 P.O. BOX 161613 ALTAIMIE SPf0/GS, FL 32716 THOFNS & ANDFASON PE/ 473191 of -