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HomeMy WebLinkAbout107 Bristol Forest Trl 03-1653 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER t7 tI x ® A7V��, �j SUBDIVISION Nit. V cn Centex Homes 385.1),ouglas.Ave., Ste 2000..... . Altamonte Springs, FL 32714 407-661-2.1.7_6._ CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT # ®� DATE Lb �® PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at. 1,07 BRISTOL FOREST TR for which permit 03-00002205 has heretofore been issued on 6/24/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as wtf A lt-Yarn�k, Q��� complies with all the building, plumbing, electrica ,, zonirig and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled L000— Inspected ZONING: Inspected UTILITIES: Water ��� Sewer �� Lines In �ci ,1. "� Lines In Meter Sewer Set Reclaimed Water ENGINEERING: Drainage Maintenance Bond Tap Street Q, Paved PUBLIC WORKS: Street Name Street Signs ►a� Q Lights Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE Driveway FEES PAID DATE APPROVAL DATE AMOUNT 8/27/03 6/24/03 8/12/03 7/15/03 6/24/03 6/24/03 6/24/03 6/24/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 .1 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at, 107 BRISTOL FOREST TR for which permit 03-00002205 has heretofore been issued on 6/24/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE.IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT'FEES 01-RECOVERY FD/CERT. PGM 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY Ce'rtc�c t-lorv'k S OWNER 6/24/03 6/24/03 6/24/03 6/24/03 6/24/03 6/24/03 6/24/03 91.93 10.80 847.00 10.81 1384.00 650.00 1700.00 :� ::�)� )�n �_� C-' /.P-- I a3 BUILDING OF ICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: C) ADDRESS: 10' , CONTRACTOR: PHONE #: ( tio'1� VAn— _T�. 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. ineerin io Z, 7 Zo 3 ❑Fire t--\Ii\ 'Public Works .❑Zoning V-\ � P —_'Ttilities ❑Licensing 0 � P CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) . CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT ADDRESS: �0--1 CONTRACTOR: PHONE #: c L-iOri� y Sri A-0-A "ep C�/(o 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. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering <Q ubl�0,/b. Z)3 ic Works rr''1'►'�g OZoning 1 7'Utilities OLicensing OFire +' I r:�' �A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w I I I •. `'D CERTIFCATE OF OCCUPANCY I REQUEST FOR FINAL INSPECTION 25 ' **** I 1 � SINGLE FAMILY RESIDENCE****� 1 DATE:O�u� �, E I ~ PERMIT #:o °; v C o W m I �j +n ADDRESS: \0.-) K CONTRACTOR: W 7v o.. P PHONE #: ( y0'i� y\dko- 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 tilitie,Z OFire r� OZoning OLicensing y'\ CONDITIONS: (TO BCE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY 0. M. B. 10. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 107 BRISTOL FOREST TRAIL CITY - STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 89, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.##' or Wff####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)' NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202940035 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. i ❑ AS 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_ j SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction e 'A new Elevation Certificate will be required when constriction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, ARIAE, AR/All A30, ARIAH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. ' I Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floorjinduding basement or enclosure) . 13. aft(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. fl.(m) o, d) Attach6d garage (top of slab) 13. 6 ft.(m) 00 E 0 o e) Lowest elevation of machinery and/or equipment `lr- W servicing the building (Describe in a Comments area) 13.4 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 11 , 7 ft,(m) Z' .21 o g) Highest adjacent (finished) grade (HAG) 14. 4 ft.(m) m o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 T t I f II t flood t C3 h 0 V ') o a area o a permanen openings ( ven s) m _sq. m. (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 byline or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTq STEEKATE. A ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 10/13/03 (407) 426-7979 I Y FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 107 BRISTOL FOREST TRAIL ; CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32T71 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; i 0 i 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. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For. Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(c m) 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,(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available): E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the 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 owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA�ssued or oommunity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official whops 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 architectwho 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 FEMAassued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I 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 89, 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). F-- W W OO UZ ICU IH� w� BRISTOL FOREST TRAIL nix Y UJI - 50' RIGHT-OF-WAY �O Q V— — — PI _ N89"58'19"E _ 335.42' CENTERLINE OFJ too.a2' 235.00' RIGHT-OF-WAY 31 o c, ui of N OI pl zl WALK IS - N89'58'19"E 50,00' WALK IS i_..: S', 0. 1' OFF ''•:.16.D,!`t10' UTILITY EASEMENT 8 ------------ it CONCRETE . 1 'DRIVEWAY.:.:.' C W 1 I 20.0' 140 IJ �- 5.0' COVERED xa ENTRY 6.0' a O - O O �- ONE STORY rn CONCRETE BLOCK w � - 0 e-- w o RESIDENCE o. w N LOT 88 '6 o FINISH FLOOR ELEVATION=13:76 w O T LOT 90 (V p W O O F - o FENCE IS z 0.8' E. z 5.0' 40 0' a 5.0' oQP�\O z I< ' / Q � 6.7 I 0 in LOT 89 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC-------- NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-10-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 89 BEING N 89'58'19" E PER PLAT. (FIELD DATE:) 6-27-03 REVISED: SCALE: 1 = 30. FEET APPROVED BY: SJ FINAL 10-10-03 CKB ASM39703 FORMBOARD 7-18-03 CKB JOB NO. PLOT PLAN 6-2-03 JML DRAWN BY: LOT FIT 12-16-02 CKB 6,250 SO.FT..t I w .5'5 1 -6' WOOD FENCE _ - I 5' DRAINAGE & - UTILITY EASEMENT �� S89.58 19 W FENCE IS �, I50.00 0.3 N. & 0V E. LOT 932 (UNPLATTED. PER THIS PLAT) 1" = 30' GRAPHIC SCALE 0 15 30 LEGEND — BUILDING. SETBACK LINE END NAIL AND DISC — CENTERLINE LEI #58 (10110103) — — RIGHT OF WAY LINE SET 1/2" IRON ROD AND CAP EXISTING ELEVATION O LB #6393 (10/10/03) CNA CORNER NOT ACCESSIBLE CONCRETE 6- DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES .ARC LENGTH - '- LS .LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC -DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE (M) MEASURED PT DENOTES POINT OF TANGENCY END FOUND TYP TYPICAL . C/W CONCRETE WALK A/C - AIR CONDITIONER- - S/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE PAD RP. RADIUS POINT - CS CONCRETE SLAB CHU OVERHEAD UTILITY LINE C CHORD LENGTH 10 - IDENTIFICATION - PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE ----R" I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE #, "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL w SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. ID-lq-03 N x F 1 1 4 ?En} , namm AMERICAN SURVEYING & MAPPING FOR CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 THE 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA 32801 (407) 426-7979 WILLIAM R. MU CATELLU JR. P M#49 8 DATE 5-06-203 12:52PM FROM .,•gip l,. •. ,,,,t •: 1..I:.�yr r. p.,,}.. P. i .,..��i'll</, utrr;.��t. ,,.•may, V ax: Application is hereby made to obtain a permit w do the work and installarions as indicated. I certify that no work or installanon has commenced pna; nc iss lance Ora permit and that ale work will be performed to meet standards of all laws regularing construction in this jurisdiction. I undertsrand that a separate permji musl be secured for ELECTRICAL WORK, PLUMBING: SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and hIZ70`'OITIONERS, ac. OWNER'S AFFIDAV rr: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicatle i l • : 1 ct.utannF corupucdon and zoning, WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI, I' IN TWICE FOR D4?ROV6MEN7S TO YOUR PROPERTY. IF YOU INTEND TO OBTAR4 FINANCING, CONSULT WITH YOUR LENDER OR AN n171afLN'EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTI(7: 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 o: ;his cuunry, and there may be additional permits required from other govommemal entities such as water management dis cts, state ugencics, or fcdCi al urcmics. AccIptarcc of permil is verification that i will notify the owner of the property of the require Signatutc o(Owner/Agent F`nr,t Owncr/Agent's Name S pnaturc of NotarySutc of Flonda- CFW OF SANFORD PERMIT APPLICATION -Permit # : V-J�-) Job Address: C Description of Work,( Y,&-�� Historic DLstrict: Zoning. Value of Work: Permit Type: Building Electrical X Mechanical Plumbing__ Fire Sprinkler/Alarm PoQI _ Electrical: New Service — # of AMPS = Addition/Alteration Change of Service TempQd y POIG Mechanical: Residential Non -Residential Replacement New (Duct Layout & energy t�1�. Required) Plumbing/ New Commercial: # of Fixtures - # of Water & Sewer Lines # of Gas Lines Plumbinoew Residential: ## of Water Closets Plumbing Repair- Residential or Commercial I Occupancy Type: Residential Cormercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood "Lone: (FEMA form rcquired for utacr L;;an X) P trcel n: (,atraich Proofof Ownership & Legpl Description) Owocrs Frame & Addrims: Centex Homes 385 Douglas Ave. Suite 2000 _ AltamnnteSnrings,FL. 2714 ^_Phone. 407-661-2150 _ Coptt;ctor Nao1c &'Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando, FL 32806 $(ate.UcenseNumber; EC0002494 Phone Fax: Farr -4D7-851-1 226, Contact Person..jA "Findlay Phone: 407-851-1220 Bonding Company: ` >ddreIis. \Iort�,agc Lender .LuaF�ss. _ A r�lutcc V En'incer. - _ ......� !'hone: AOgrws. L ` Signature of Contractor/Agcnl Uatc __ Charles Cannon _T Print Contractor .igcntnt's Name Date70. _._.IgrulirCnl.t.'n:�ry-$talc-offlond�-- Unru 1gqF,,ftY PUA .. Qwncr/Agcnt'is Pcr oiialls Kno sn to Mc or - (ontnmpr/Ac . It W Pununal:% Lnnwn t >PrndNk;�4 YCOM �J�,I:v nilL!j ` IU--- __TIOdULC ;:) OFI EXPIRES:March 28,2oJ5 VS -- =1 N OTARy FL IVo?ary IONIC* g L''hd,ng, Inc — ON U L_ tio. ,1 • •:IC:t� �A IT ItUVkI) fIY. 131db' In11111 &. 1.)�lCi (Initial tQ, Dato - (1111U11 �' Oilic)" (Intl 3l U'J:; CM OF SANFORD PERMIT APPLICATION Permit # . , O—�_ 2 Job Address: �'Z Description of Work: / D��g+ate: 28 Historic District: Zoning: '' Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool . Electrical New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & )✓nergy Cali . Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wgttr Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required, for: o,th..c-r tklan x) Parcel I#: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: . ,address: Architect/ Engineer: Address: (Attach Proof of Ownership & Legal Description) Phone: License N Phone: Fax: Pt b tf'e✓'. o 3 IVC r% 5i'-53G04 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'applicablt: laws mgtilating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y01 JR lV. ` -B-IG 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 t' the public records of this county, and there may be additional permits required from other governmental entities such as water management dissti to e_a encirs, of f(Aei e.l_a _ ties Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Ox%ner/Agent is _ Personalh i:nown to Me or Produced ID AITLIC.-%1ION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: of �/ 9 3 Date JKUM i.T' G. DELLO R USSO Pri Contractor A-ent's,Name Signature of No_ -,%-State of F onda ate Contract or/Aee-: is f 1'ersonall, Known to Me or Produce" :D (Initial & Date) FD: (Initial & Date) (hHtial & Dail - MY ®ra�smmo.aum MISSION # DD 212893 as EXPIRES: June 14, 2007 ' Bonded Thru Notary Public Underwriters ii aS i Permit # O� G Job Address: �� 7 Description of Work: _ Historic District: CITY OF SANFORD PERMIT APPLICATION cis Date: 2 �2e_.f% /�iQ. /'// /efni1MP Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing ✓ Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1F. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 21 Plumbing Repair— Residential or Commercial Occupancy Type: Residential t-atCommercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Attach Ownership Proof of O ( p & Legal Description) Owners Name & Address: * �f ho e: Contrac�r N�amer�f&/"'A,ddress: 2 �✓l/ 7� State tcense Number: C-FC —-Q Phone & Fax: `i 2- �, Contact Person: Phone: ��T-�— 33 V Bonding Company: Address: Mortgage Lender: Address: Arch itecdEngineer: Address Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY-NG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print CoWrFactor agent's Name FLORENCE A DE G /Sp Simiature of Notary -State of Florida Date Sr �; NOVelmt7eri2, 20006 Date 9fFOF \OF Bonded Thru Budget Notery services Oak-ner/Agent is _ Personall. Known to Me or Produced ID �PI'LIC:� I ION APPROVED BY: Bldg: �pecia! Conditions: Contractor/Ac!e-: is P onali, Known to Me or k/ roducel- :) pa — Zoning: (initial & Date) (Initial & Date) PD: (Initial c D3te) (Irrtial & Dwz COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75537 DATE: BUILDING PERMIT PERMIT NCOUNTY NUMBERn UNIT ADDRESS OWNER NAM0, APPLICANT NAME: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USEx Residential WORK DESCRIPTION: Single Family House: Detached - Construction _____________________________________________________________________________ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS -------------------------------------------------------------------------------- ROADS -ARTERIALS GO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142,00 � LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE . $ 2,285.0O STATEMENT / RECEIVED BY: _�l����__c����//���/_ SIGNATURE (PLEASE PRINT NAME) // NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTIQNn 1-COUNTY 3-CITY - 2-APPLICANT 4-COUNTY 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 OW1- TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE: COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*�* FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION Permit No.: C—N 3 " Date: Job Address: Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service Temporary Pole lNew AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: XXResidential ,Commercial _ Industrial Total Sq Ftg: �6 L— Value of Work: S Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: ' 22--19-30-502-0000- 08'� (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE., STE. #2000, ALTAMONTE SPRINGS, FL 32.714. 407-661-2176 Contractor/Address/Phone:. SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT) State License Number: CG C049689 Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661=4089 Title Holder (If other than Owner): N/A Address: Bonding Company: N /A Address: Mortgage Lender: N/A Address: Architect/Engineer HURRICANE ENGINEERING _ PhoneNo.: 407-774-9003 Address: P.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction . in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS;'; POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance `with`': ` all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU':a:.;. 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 r uirements of Florida Lien Law, FS 713. tin) AN 200 JUN 0 4 3 Signature of Owner/ gent Date Si ature o Contractor/Agent Date PAT KNIGHT .Print er/Agen 's Narry 11 J0 4 2003 %Ll, A S ature of Notary-Sth?& of Florida Date KIMISERI F SRn r 1 j tv „59" f y I Yr 0r, 292'064 , Don 7 d TI u No;^ v F, Ur is mite s Owner/Agent is Personally Known to Me or Produced ID PAT KNIGHT Print. Contractor/Agent's Name ® 003 Ti6athre of Notary -State o Florida Date Ktir �jyq zpairt;p+, F3�n calf i J4. r, Contractor/Agent is XX""ISers`Rff1-y Known to Me or Produced ID APPLICATION APPROVED BY: /% 6` �''-t i Date: I Special Conditions:d �i- ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centexhomes.com via HAND DELIVERY This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and a the basis for the issuance of Permit No. for the following work. LOT PRESERVE AT LAKE MARY SINGLE FAMILY RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations_ The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or Of No 9G w� O O s o 4 CENTEX HOMES ROGER DIXON, INTERIM CITY MANAGER Paae 2 the issuance of Permit No. . The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (Owner) Signature PATRICK J. KNIGHT Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this 3iay of by PATRICK J. KNIGHT as DI ISION PRESIDENT for CENTEX HOMES ❑ who is personally known to me or ❑ who. produced their Florida Driver's License as identification. b Notary P blic o r F 9. 0 4 G dT U r s Print Name: My Commission Expires: ■❑ ■❑ ❑■ 4 City of Sanford Building Division Submittal Requirements for Residential Building Permit (G92 Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a_ Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed_ Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 1. Garages/Carports 3 sq. ft. 2. Porches/Entnes sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure _ sq. ft. j. "Total Gross Area oZ/(p 7 sq. ft. Three (3) sets of completed Florida Energy Code Forms. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and.property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penaltx under city ordinances. JUN A 4 2003 Date Owner/Agent Signatu _ CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, Fl- 32714 Office: (407) 661-2150 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 Jade Caines or Nan Holmes to sign permit applications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, -in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOT COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this N 0 4 2003 by Patrick J . Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. )NbT�A—RY—PUBLIC KIMBERLY A Pc( WNI, 2°' c.� n;.f;�t1,, ?:("�; �t `.r•, f�C�f� RUC s^g' c ; Ploiary Ftibiic t: naenaNers .vas_....... Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I PARCEL DETAIL " �' D __ 1101 a. Piero SL �xsfordn.3xrr1 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- Tax DS3-SANFORD WATERFRONT Parcel Id: District: Number of Buildings: 0 0890 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Der: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vaclimp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 89 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13,680,00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' I/ you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.orglplslweblre_web.seminole_county_title?PARCEL=221930502000008�... 6/4/2003 It�IgIi��O�ti��q�a�tll�ld This Instrument Prepared By: MARYME NURSE, CLERK Of CIRCUIT COURT SMIMLE COUNTY NAME: Debra A. Riggs -Centex Homes BK 04852 PG 1 136 ; 385 Douglas Avenue, Suite 2000 CLERKS S # 2003095413 Altamonte Springs, FL 32714 06/05/8M 126101 PH RECORDIFEBPermit No. I� 6. @h! D 6Y N Nolden NOVICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE THE UNIjERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT ,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 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simpje Titleholder: N/A 4. Contractor: CENTEX HOMES' 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089. 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 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 7i3.13 (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) 1 � Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 787 DOUGLAS AVENUB SUITB 2000. ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOINO INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS UUN 0 4 2003 BY DEBRA A RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION wa 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. ® 2 05 NOTARY PUBLIC 6ERTMED COP1 JACKIE CAINES Notary Public - State of Florida. My Commission Expires Jan 21, 20 Commission # CCg91727 MARTANNE rRVIM010 ;LERK OF CIRCUIT COUP :MINOLE COUNTY. FLORID! v ]DEPUTY CLERK. Y I RP. KITCHEN A KITCHEN B SCALE- %'=I'-0" SCALE-'4"=1'-0' b ST OPT_ RIP 1 • Miff Try 0 u f== _ L_cl TM - J OPT. vAmTy VAD30 VAD36 BATH oPuvvaozC BATH D SCA}L,E- '�i •=1'-0° SCALE- '."=1'-0• TERIOR ELEVATION SCALE = 1/4' =1'-0" LEGEND TnTF111_Lu TIE BEAM a V-0" AFF. NOTE: ALL INTERIOR WALLS TO BE 3 1/2" LHLESS 011IERW5E NOTED. NOTE: ELEVATICN'A' 5140M -50.MFT:- CALCULAIION5-- LIVING 1692 _ LANAI 0 >p ENTRY - 3a A : NOTE: _ — _ OTI_ER_`m *- SEE FOUNDATION FLAN FOR FILLED CELL LOACTION -TOTAL AREA UNDER ROOF - 21210 t'ATIo 40.. ALL STRUCTURAL WOOD HEADERS ,.,....._.....:,,_ _ ....:: ..::....:.-:,_,.. TO BE DOUBLE 2" X Im" UNLESS NOTED OTHERWISE PATIO 3-0' 12,_0, Q._6. I _6, SH-25 _1 no SH-2-9 .9 (+22/ -29) (+271 -24 EGRESS °�" 1 LCCATICN NB 3vN'� m VINYL 206E `* 6068 S.G.D. 021/ -23) I B' FLAT KITCHEN VNYL 2.. VRTt'LAT I 8'FL - L 14,-0 �, _ 3,_2:, W RAT 5._ T._4, 9,_5, 01 m C t MUOD 1 O r 0 S DRY W M. BEDRM DR R CARPET vENT 2X6 IIETUXALL , 1 8' FLAT v C C) 2668 2X6 UEwALL k' BAgFGPJ NNYL W FLAT = II CARPET N II V FLAT . N Jj I-R 1 5 2665 13,_5„ 3,_2„ 5,-2. W.C. I W r n ot GREAT RM o In N W FT 1� BE[)P I 'L CARPET �, ® e' AA? � R VRA 5'T = N tn 1+ CARPET 2X6 WEIWALL- Q UT N 0 _ 6FLAT ; a, a,u FA Fn ry 112 3'-1' 2,_0„ v 6080 BI-TOLD V � bC _ = — 706B _ - LR T 5 I I Q! 270 — --- 1-R 19 /2862 bOaO BI-F(XD II A2 PLATFORI BT BI9l R O `J FOYER266E I t4T TIC ACCE551 WT vPM { 11 I I NOB LCCA*.EDI e'RAi NOTE: AIR HANDLER TO HAVE m MIN. OF 4" CLEARANCE ON ALL SIDES AND ENCLOSU2E SPACE SHALL BE MIN. 12' '`.WIDER 3068 REf-Tp1„t N �IJ THAN APPLIANCE +21/_2 t✓ CA B• FLAT C I I ENTRY e 2-CAR GARAGE coc. CCHC 5' FLAT 8' RAT SO/� 1 CH10�COXSB - — — — — — — — — — — — — — — — — — � EGRESS DBL-25 I I (h21/ -28) I (+19/ -23) I I I 16' X �' O.H.D. 20'-0' 6'-0' 14'-0, 40'-0' VMKIC4 E ENGINEERING (.02) A. MI3 Fez: Hnn 07) .a. P.O.:I /61613 a.Te TE 9PH9Te.9. R 32216 11101!AS 3. eHOEF PE/ 1T819 VJ Z Dr"%. 0 J • N� W 'w LAB O' 0 �_ L.L. 'S W I— Z aeo• an! MX r� �s ory e'd Q ^_9€ £Eo°E N Rig � gall � FYf_e Esig revisions: designed by: N drawn by: dmw design checked by aww date: 01-22-01 sheet: A2 of: PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 89, 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) - .. H W LOT 89 CONTAINS 6250 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2120 SQUARE FEET t TOTAL CONCRETE 461 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD3669 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 41% t, SOUARE FOOTAGE (UP TO CURB) LOT 89 UP TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 2120 SQUARE FEET t CONCRETE 801 SO. FT. t INCLUDING (SIDEWALK/APRON) I W TOTAL SOD 3879 SQ. FT. t ry C) 0I UZ H U w F- BRISTOL FOREST TRAIL I z( I Y V) 50' RIGHT-OF-WAYLd - «z 3 PI U _ _ _ N89'58'19'E _ _ _ 335.42' �`.,1(' PI I CENTERLINE OF-) 100.42' I 235.00' I RIGHT-OF-WAY 3 o I 50.00, N Z N89' . 8"I g"E 8 UTI ITY EASEMENT ` II I I I I 5.0' 1 I - 20 0 - { H w ro 5.0' � w :':.. m 14.0' FLOOR SLAB ELEVAf' ON W vi MUST BE 16 mtL i- t ROWN � © PROPOSED w d 1692 0 UNLESS �} zC rn 6 FINISHED FLOOR OF ADJACENT ROAD o $ ELEVATION=13.70 0 ui oLOT so = 30'OTHERWISE APP V N GRAPHIC SCALE Z i 0 15 30 s i 40.00' ¢ (n 'it a oIn - e,: - o 5.0'') 40.0' 5.0' 9j� I .>.O. 1 LOT 89 DRAINAGE TYPE A 1 I� I 1 9 r--------------J 5DRAINAGE & 33.00' UTILITY EASEMENT S89'581,9 W - • (UNPLATTED PER THIS PLAT) 1 50'.00 BUILDING SETBACKS I FRONT: 25' LOT 93 REAR: 20' SIDE: 5' CORNER: 15' LEGEND — - - — - — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY PREPARED FOR: — — RIGHT OF WAY LINE POL POINT ON LINEPCC POINT OF CENTEX HOMES �X PROPOSED ELEVATION POC POINT ON CURVE COMPOUND CURVATURE PROPOSED DRAINAGE FLOW OR . OFFICIAL RECORD PD PLANNED DEVELOPMENT 1. ELEVATIONS SHOWN ARE PERV LOT GRADING O CONCRETE DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS - C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES PONT OF CURVATURE FIRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (P) PER PLAT; PT DENOTES POINT OF TANGENCY THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) MEASURED TYP TYPICAL (CALC) -CALCULATED A/C AIR CONDITIONER LIST FOR CONSTRUCTION. FND FOUND CBW CONCRETE BLOCK WALL ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/W CONCRETE WALK RP RADIUS POINT FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES SA SIDEWALK R RADIUS �+ SURLY CP CONCRETE PAD CS CONCRETE SLAB ONLY. ,THIS IS NOT A PB PLAT BOOK C CHORD LENGTH SURVEY E 1 PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK THIS IS A PLOT PLAN ONLY SQ. FT. SQUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE HAVE EXAMINED THE F.I.R.M. COMMUNITY.PANEL LAND SHOWN HEREON FOR EASEMENTS, RIGHT NO 120294 0035 E`,DATED. '4/17/95 AND FOUND } OF WAY, RESTRICTIONS OF RECORD WHICH THE SUBJECT PROPERTY APPEARS TO Lit INONE : ZX;1¢. G MAY AFFECT THE TITLE OR USE OF THE LAND AREA OUTSIDE 100.YEAR, FLOOD PLANE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN'._ 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON y RAISED SEAL OF A FLORIDA LICENSED SURVEYOR THE NORTH LINE OF LOT, 89 AND MAPPER. BEING N 89,'58'19" E PER PLAT., (FIELD DATE:) REVISED: SCALE: 1" 30 FEET APPROVED BY: SJFOR AMERICAN SURVEYING & MAPPING ASM39703 CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 THE JOB N0. PLOT PLAN 6-2-03 JML 320 EAST SOUTH STREET, SUITE 180 �1 FIRM ORLANDO, FLORIDA DRAWN BY: LOT FIT 12-16-02 cKB 32801 (407) 426-7979 WILLIAM R. M SCATELLO JR. FgM#4628 DATE FORM 60OA-2001 FLORIDA E ERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION v Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1692 MR 07 Builder CENTEX HOMES Address: 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: 30.0 kBtuft _ 3_ Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5_ Is this a worst case? Yes 6_ Conditioned floor area (ft2) 1692 fie c. N/A 7. Glass area & type a. Clear - single pane 152.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 112 _ a. Electric Heat Pump Cap: 30.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ 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 Irisul, Exterior R=4.1, 956.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 230.0 ft2 _ 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 1`0 _ 15. HVAC credits PT, b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 1 I . Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH: Garage Sup. R=6.0, 1.0 ft _ W-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 22329 SS Glass/Floor Area: 0.09 Total .base points: 24359 r" n A I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: JUNU4 2003 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. - OWNERIAGENT:: 6;� DATE: JUN 0 4 2003 Review of the plans and zaEs� specifications covered by this 1,0, calculation indicates compliance y� with the Florida Energy Code. Before construction is completed 4 o this building will be inspected for s compliance with Section 553.908 Florida Statutes. c0v WE�``� BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) at, r 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 7345.8 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 v3.2 f FORM 60OA-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) 32367.2 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 10922.7 32336.8 0.4266 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 t 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 EnergyGauge@IFiaRES'2001 FLRCSB v3.2 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 1 6801.0 1.00 1.250 0.438 0.950 3535.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FIRCSB 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 1379.5 2872 7692 24359 10923 3535 7871 22329 Xc',�Ot)W EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.12.1 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.1.22 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.12.3 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.12.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHFR PRFSCRIPTIVF MFASI IRFS fmucf ha mof nr nvrnn.Inrl k �11 rocGrl­I COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. I _ New construction or existing New — 12_ Cooling systems 2. Single family or multi -family Single family — a. Central Unit 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 _ b_ N/A 5_ Is this a worst case? Yes 6. Conditioned floor area (ft') _ 1692 W c_ N/A 7_ Glass area & type — a. Clear -single pane 152.0 fe _ 13. Heating systems b. Clear - double pane 0.0 W _ a_ Electric Heat Pump c. Tint/other SHGC - single pane 0.0 to d. Tint/other SHGC - double pane 0.0 ft, b. N/A 48. 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 a. Concrete, Int Insul, Exterior R=4.1, 956.0 ft' _ 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 ft' _ 15. HVAC credits b. N/A — (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH: Garage Sup. R=6.0, 1.0 ft — RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection_ Otherwise, a new EPL Display Card will be completed based on installed Code compliant features_ = Builder Signature: Date. JUN 0 4 200� Address of New Home: BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 Cap: 30.0 kBtu/hr _ SEER:12.00 _ Cap: 30.0 kBtu/hr _ HSPF:7.80 — Cap: 50.0 gallons _ EF: 0.86 _ PT' — *NOTE. The home's estimated energy performance score.is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar'mdesignation), 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 850I487 1824. EnergyGauge® (Version: FLRCSB v3.2) 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 RIGHT -I LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 1692 09-0"2 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 e rol17 For CENTER HOMES Notes: rDesr n. Informafi�. _.. p. e Ion* s 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 °F Daily range M Relative humidity 50 % Moisture difference 43 gdlb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27518 Btuh Structure 19515 Btuh Ventilation air 0 Cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27518 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens_ equip. load 20095 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 920 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 2661 Btuh Area (n 1692 1692 Total latent equip. load 5056 Btuh Volume (ft' 13536 13536 Air changes/hour 0-80 0.40 Total equipment load 25151 Btuh Equiv. AVF (cfm) 180 90 Req. total capacity at 0.70% SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANS Trade Trade Efficiency 7.6 HSPF Efficiency 12.1 EER Heating input Sensible cooling 20440 Btuh Heating output 0 Btuh @ 479F latent cooling 8760 Btuh Heating temp rise 0 OF Total cooling 29200 Btuh Actua! heating fan 1000 cfm Actual doling fan 1000 cfm Heating air flow factor 0.036 cWBtuh Cooling air flow factor 0.051 c fm/Btuh Space thermostat Load sensible heat ratio 80 % Boldirta& vanes tnwe been manueny overddden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,+ W"qj hXSOfC RigAt-SUe ResidefMai- SS_06 RSR26013 20D3Mar-26 09:1033 F-1Wh %Centex 20=169Z169Z1. page 1 D008 0326/2003 10:21 DEL AIR 4 4076614089 N0.347 9009 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1692 09-0"2 109 COMMERCE STREET, LAKE MARY, Ft, 32748-6206 Phone: (407)831-2885 Procedure A - Winter Infiltration HTM Calculation* 1_ Winter infiltration AVF 0.80 ach x 13536 ft3 x 0.0167 = 180 Cfm 2. Winter infiltration load 1.1 x 180 cfrn x 32 3. Winter infiltration HTM 6353 Btuh / 190 ft2 OF Winter TD = 6353 Btuh Total window = 33.4 Btuh/ftz and door area Procedure B - Summer infiltration HTM Calculation 1_ Summer infiltrationAVF 0.40 ach x 13536 fP x 0.0167 = 90 cfm 2_ Summer infiltration load 1.1 x 90 drn x 18 3. Summer infiltration HTM 1787 Btuh / 190 OF Summer TD = 1787 Btuh Total window 9.4 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain F— 0.68 x43 grflb moistdiff_ x 90 cfm = 2661 Btuh Procedure D - equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer Tp = 990 Btuh 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 siting load Latent ventlaton load 0.68 x 50 cfm vent x 43 gr/lb moistdiff. = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2661 Btuh Equipment sizing load - latent = 5056 Btuh *Construction Quality is: a No. of Fireplaces is: 0 BoldSt k vakJG/have been manuatlycveMdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. r. VVriightSAOf t R4d-SuAe Rftk$ ja1— SS-065 RSR=13 2003 M2tti28 MOM ACCK E.Ti1es\ 4Aft 20021164211692,ru Page 1 03/26/2003 10.21 DEL AIR 4 40766140139 N0.347 -D010 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1692 09-05-02 109 COMMERCE STREET, LAKE MARY, FL 327464266 Phi: (407) 831-26M J: 71h Ed, 1 Name of room Entire House FOY BR3 GREAT RM j4MANUAL 2 length of exposed wall 172.0 ft 22-0 R 35.0 It 20.0 ft 3 di Room dimensions 7.0 X 11.0 ft 13.0 X 16.0 it 17.0 x 20.0 ft CEiings Condit Option 8.0 It heallcoa d 8.0 it heal/C001 8.0 A heatlCod 8.0 ft heatkool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (BtO11) Area Load (Stuh) EXPOSURE NO. Htg I Clg (t't� Htg Clg W) Htg, Clg (ft') Htg Clg (ft) Htg I Clg 5 Gross a 14B 4.6 2.1 1128 •"- •-" 56 •••' •••• 280 •' " " 16D Eked b 12C 2.9 1.9 0 - ...- 0 ..-. - 0 " " 0; ,.,.,, walls and c 13C 3.2 12 248 - •••• 120 - '••• 0 "*" *" 0 partitions d 0.0 0.0 0 ""' - 0 '-" 0 0 e 0.0 0.0 0 .-.. 0 "" "'"' 0 _".. '"'" 0 6 Windows and a iC 37.0 " 112 4140 - 0 0 - 32 1183 '"" 32 1183 '•"` glass doors b 8C 37.0 - 40 1478 - 0 0 '•'• 0 0 """ 0 0 Heating c 9C 38-7 0 0 '^ 0 0 - 0 0 0 o "•"" d SC 37.0 '" 0 0 ""^ 0 0 '-" 0 () "" 0 0 e 71- 20-8 0 0 a 0 '-" 0 0 "" 0 0 f 0.0 0 0 "" 0 0 '"'* 0 0 "" 0 0 "• " 7 Windarwsand 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 EAN 54.4 101 -"' 5494 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 HOrl 0.0 0 ••'• 0 0 ""•" 0 0 "^".. 0 0 """' 0 8, Other doors a 100 14,7 9.0 20 294 199 20 294 190 0 0 0 0 0 4 b 1oD 14.7 9.9 18 265 179 18 265 179 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 01 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 950 4405 1969 36 166 74 248 1143 511 128 ` 590 264 exposed b 12C 2.9 1.9 0 0 0 0 D 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 0 partitions d 0.0 0.0 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 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 15D 1.7 22 1709 2898 38D4 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 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 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 11 Floors a 22A 25.9 0.0 172 4458 0 22 we 0 35 907 0 20 518 0 (Note: mom b 19G 1.1 OA 0 0 0 0 0 0 0 0 0 0 0 0 perimeter C 0.0 D.0 0 0 0 0 0 0 0 0 0 0 0 0 is dspl, d o.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 33A 9,4 190 6353 1787138 1271 357 32 1070 301 $2 1070 $01 13 Subtotalloss=0+8_+11+12 25017 - •••• 3018 '•'• •'• 4655 "" "" 39U •••• Less external heating •••• 0 0 - '•^• 0 0 Less transfer •'•• 0 '••• '••• 0 - 0 0 •••• Heating redistribution - 0 •••• - 0 - " • 0 "" 0 •*" 14 Duct Ions 10 2502 - 10 6A 302 "'• 10 466 10°! 394 '-'- 15 Total loss =13+14 "" 27518 -'-' ••-' 3320 "" - 5121 - 4331 '••• 16 JAL gains: People ® 300 4 '-'• 1200 0 - 0 0 '••• 0 3 ""'* we Appl. @ 1200 2- 1800 0- 0 0 *"*' 0 0 "" 0 11 Subtot RSH gain=7+8-02.16 - 17741 "" 1100 2980 '--• "" 2874 Less external cooling "" '-•' 0 "" "" 0 - •••• 0 - "•" 0 Less transfer "" - 0 0 - 0 "•• "•' 0 Cooling redistribution •"• - 0 "" 0 '-'• '•-' 0 o 18 Duct gain 100 '-" 1774 101 110 10 "'• 298 10° '••' 287 19 Total RSH gain=(17+18)'PLF 1.00 '••• 19515 1:00 1210 1.00 - 3278 1.00 3162 20 Air required (cfm) 1DOD 1000 ---- 121 62 t86 166 "-' 157 162 Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ t Wc>fght�soft Rlght�uite RtSiQCntia<TM 5.5.06 RSR26013 2003-Mar-26 09:10.33 /A E1FIlas1(`entex 2oD2�t691�1692�r ➢age l 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D011 RIGHT-J WORKSHEET Entire House . DEL AIR HEATING,AIR CONDITIONING,R Job_ 1692 OMS-02 109 COMMERCE STREET LAKE MARY FL 3274s4206 Phone: 407) 831-2W5 MANUAL d: 7th Ed_ t Name of room KIT WiCILDY MBR WIC 2 j4Ce Length of sxpoSed wall 31.0 ft 6.0 ft 220 R 5.0 ft 3 Room dimensions 17.0 x 14.0 ft 6.0 x 11.0 it 18.0 x 16-0 R 18.0 x 5.0 R iings Condit. Option 8.0 ft I heat/cool 8.0 ft heaUcool 8.0 ft heat/0001 0.0 ft heaHmot TYPE OF CST HTM Area Load (Btuh) Area load (Btuh) Afea Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft� Htg Gig t% Cig Htg IClg (T) Htg ag 5 Gross a 148 4.6 2.1 248 "" """" 48 "" "•• 176 "" 40 b12C 2.9 1.9 0 '"" "" 0 '«' 0 "" "" 0 walls andd c 13C 3.2 12 0 "^^ "" 0 "'"" """ 0 «« "'" 0 partitions d 0.0 0.0 0 "^ 0 '"* 0 « "" 0 0 "« e 0.0 0.0 0 "" 0 0 f 0.0 D.0 0 .... .... 0 .... .... 0 .... .,.. 0 .... .... 6 Windows and a 1C 37.0 « 0 0 *" 0 0 ••'" 32 1133 "" 0 D ^" glass doors b 80 37.0 « 40 1475 "" 0 0 •""" 0 11 "" 0 0 Heating c 9C MY « 0 0 ""' 0 0'^* 0 0 "" 0 0 d I 37.0 « 0 0 "« 0 0 0 D "•• 0 0 e 7L 20.8 - 0 D "" 0 0 "" 0 0 •""• 0 0 "" f D.0 - 0 0 '•" 0 0 "" 0 0 "' 0 0 7 Windows 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 $9 "" 2126 0 ""' 0 31 1684 0 ^" 0 SEISW 0.0 0 "« 0 0 "" 0 0 '"'" 0 0 "" 0 South 0.0 0 •"' 0 0 "" 0 0 "" 0 0 "" 0 Hinz 0.0 0 `"'" 0 0 "•' 0 0 "" 0 0" '" 0 8 Other doors 8 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 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 9 Net a 14S 4.6 2,1 208 958 423 491 221 99 144 664 297 40 184 82 exposed b 12C 2.9 1.9 i 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 partltlons d 0.0 0.0 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 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 66 112 147 268 488 641 90 153 200 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 LA 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 o D o e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f O.D 0.0 0 D 0 0 0 0 0 0 0 0 0 0 I Floors a 22A 25.9 0.0 31 804 0 6 156 0 22 570 0 5 130 0 (Note: room b 19G 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 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 33A 9.4 40 1337 376 0 0 0 32 1070 301 01 0 0 13 Subtotal loss=6+8.+11+12 4981 - "" W9 "* "" 3975 "" "" 467 "*^ Less external heating "" 0 "" �-» "• "" 0 "" "'• ••• • 0 '•", •••• ••• • 0 0 Less transfer ^"* 0 0 0 Heating fad"rstfibution 0 •••• "• 0 •••• •••• 0 •"• '••• 0 •••• 14 Duct loss 10 498 '••' 10 49 "" 10' 397 *"' 10° 47 15 Total low =13-14 "'• 5480 - - 538 '••' - 4372 - "" 513 16 Int. gains: People 300 0 - 0 0 '••' 0 1 - 300 0 "'*' 0 1200 1 - 1200 1 - GM 0 0 0 17 Subtat RSH gain_ +12+16 "** - 4679 - - 846 - •"' 3244 *"* "" 283 Less external cooling .•.• «« 0 ••"* ""' .... 0 «.. .... 0 R,.. 0 0 Less transfer '►*. .«. 0 ,.,. 0 0 Cooling redistnbtrtion •"• "•• 0 "" "" 0 "" "" 0 "" '•" 0 18 Duct gain 10 '"*" 468 10 "`" 85 10 0A - 324 101A 28 19 Tots! RSH gain=(17+15)'PLF 1.00 "" 5147 1.00 930 1 A0 - 3568 1.00 311 20 Air required (dm) - 199 2fi4 "" 20 48 ^^• 159 183 «« 19 18 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. f.�;- wW-egF7tt50r1� PJ9M Solte Reakknt t S.5.06 RSR26013 2003Uw 26 W.10:33 E1FrWCC*X 20021169211692rsr Page 2 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P012 - RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1692 09415-02 r 109 COMMERCE STREET. LAKE MARY. FL 32746-8208 Phone: (407) 831-2665 J: 7th Ed- 1 Name of room MBTH 0.0 ft BR2 31.0 ft BTH 0.0 ft iaMANUAL 2 Length of exposed wag 3 Room dimensions 6-0 x 14.0 ft 18.0 x 15.0 ft 6-0 x 8.0 ft Ceiings Condit. Option 8.0 ft heallcool 8.0 It heat/coot &0 ft fWal/cool TYPE OF CS HTM Area Load (Btuh) ' Area Load (Biuh) Area Load (Btuh) Area EXPOSURE NO- Htg Gig (fr) H1 C19 (fn . 9 Cie (ft� Ht9. clg Hie Gg 5 Gross a 14B 4.6 21 0 " " "" 120 '"" "" 0 Exposed b 12C 29 1.9 0 "" "" 0 0 walls and c 13C 3.2 1.2 0 "" '""" 128 "^ """ 0 partitions d 0.0 0.0 0 ""' ""' 0 "" '"" 0 e 0'0 0.0 0 ."^ 0 ^^ "^" 0 --�- f0.0 0.0 0 "' 0 ^-- 0 .... ..". .... .... e Windows and a 1C 37.0 ^ 0 0 "" 16 591 "" 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 ""' .... Heating c 4C 38.7 0 0 0 0 "" 0 0 0 "'" .... d 1 C 37.0 0 0 0 0 0 e 7L 20.6 0 0 """ 0 0 """" 0 0 1 0.0 0 0 0 0 0 0 7 Windo" and North 20A 0 "" 0 16 "" 326 .0 "" 0 glass doors NE/NW 0.0 0 ^'" 0 0 "" 0 0 w 0 Cooling EAN 54.4 0 0 0"" 0 0 0 .... $E/SW 0.0 0 "" 0 0 0 0 0 South 0-0 0 0 0 0 0 "'"` 0 8 otherdo0rs a TOD 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 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 14S 4.6 2.1 0 0 O 104 479 214 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 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 64 142 187 210 450 601 48 81 107 b 010 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 Roots 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 0.0 010 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 floors) f 0-0 0.0 0 0 0 0 0 0 0 0 0 12 bfihration a 33.4 9.4 0 0 0 10 635 150 0 0 0 13 Subtotal lossm6+8.+11-v12 142 '"^ "" 3270 """" 81 Less external heating '"" 0 0 .... u L¢-A transfer "" 0 0 0 •-• Heating redistribution - 0 •••• ,•• 0 ••» •••• 0 •••• ••« 14 Duct loss 10 ° 14 10 % 327 ^"" 10 8 15 Total loss =13+14 - 157 ^"" 3597 "'"` ""' 90 10 Int gains: People r@ 300 0 "" 0 . 0 0 0 """" 0 •••• 1200 0 0 0 "" 0 0 0 17 Subtot RSH gain-7+�8..++112+15 "" "" 187 """ "" 1442 "^' 107 Less wftmal coo" o - •.•• 0 0 Less transfer _ ""` 0 0 "'"' .... 0 .... Cooling redistrbution '""' " " 0 "" 0 18 Duct gain 10 - 19 10 - 144 105, 19 Total RSH gain=(17.18)7PLF 1.00 - 206 1.00 - 1586 L00 118 ..� 20 Air required (cfm). 6 11 "" 13i 81 3 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vv"!O i tsoflt Right -Sure ResieeMtal" 5S-O; RSR2W13 2003-Mar-26 09:� 3 F-ABW%Centcx 20021169211892.rsf 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 D013 - RIGHT-9 WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: IG92 OUS42 109 COMMERCE STREET. LAKE MARY, FL 3274&.6206 Ptmne: (407) 831-2685 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY BR3 a n e a c n o 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 5.0 20.4 32.0 0.0 KIT b n w a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 54.4 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 ,y wnghtsoft f9M-SLdte RvwentlalTM 5.5.06 RSm13 20o3-Mar-2609,10:33 /CCK ElFlle$lCenft 2=%169211692.r$r Page 1 Job a Truss 53906980 �Cii 27215, Qty Ply C " 10 1 J s Feb 20 2003 MiTe Orlando/1692A/jsk/4-14-3 K ' erence (optional) ;tries, Inc. c Sat Apr 19 12:17:11 2C M A 0-11-11 3x4 Scale a 1:4.71 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC ILL Min I/deft - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins,. BOT CHORD 2 X 4 SYP No.2 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 B=35(load case 4) Max UpliftC=-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 Case Only TOP CHORD A-13=22, B-C=-28 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCD L=6.Opsf; occupancy category Il; exposure B; enclosed; MW FRS 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 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 -a:t +a LidUIA � z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ1 Job Truss Truss Type Qty Ply Cent ex-Orlando/1692A/jsk/4-14-3 53906980 CJ3 10 1 � Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 Scale _ 1:7. "Mail LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 1 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C. n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft — 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz B=63(load case 5) Max UpliftC--52(load case 5), B=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-43 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 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 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 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 r= tS) Cal N s� %C mr Z c:> QQj� t0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ3 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 CJ5 JACK t 8 1 ` Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 3%4 = Y-i 1-11 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/deft — 240 Weight: 17 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C=126/Mechanical, B=275/0-8-0, D=46/Mechanical Max Horz B-100(load case 5) Max UpliftC--94(load case 5), B 69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=4'1 BOT CHORD B-D=0 BRACING TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed; MW FRS 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 fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard a -1 C N O w� M i M 1P " .O Ai Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 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 (option 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff5.000 s Feb 20 2003 MiTek Industries, Inca Sat Apr 19 12:17:12 2003 Page 1 N 1� 5-0-0 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 >348 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 5-0-0 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=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) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=41 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 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 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 ;f a I J � Nu e:�i tF.J v- 0 19 E s� s i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ5 53906980 IEJ7 JACK Qty Ply Centex-Orlando/1692A/jsk/4-14-3 18 1 ' Job Reference (optional) Id LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 -0-0 U4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:1 7-0-0 :12 2003 Page 1 Scale - 1:115.31 CSI DEFL in (loc) I/dell PLATES GRIP TC 0.55 Vert(LL) n/a n/a TL20 245/193 BC 0.20 Vert(TL) 0.17 A >93 W B 0.00 Horz(TL) -0.00 C n/a (Matrix) 1 st LC LL Min I/deft = 240 Weight: 23 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. 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 B=137(load case 5) Max UpliftC=-135(load case 5), B--62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=61 BOT CHORD B-D=O 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 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names, and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard I 4 aS � i rl 4aA I cli ' UTJ O �. Y; Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ7 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H1 HIP 1 1 ' ___- - Job Reference (optional) Universal Forest Products,lnc., Burlington, N ' 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 13:25:37 2003 Page 1 1-0- 4-6-4 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 35-5-12 40-0-0 41-0 0 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 a 1:68. 700 = 700 = 5.00 12 5x6 = 5x8 = 2x5 II 5x6 = 5x6 = D E F G H I J 2x3 Q T2 Ta2x3 C K 1 w/ w1 w1 w M B M.7 I3 oAR1 5x10 = u T s R O P O N 5x10 = 5x6 = 500 M1118H= 5x6 = 5x6 = 5x6 = 5x6 = 5x6 = 500 M1118H= _ 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 a 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/deft 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) 1st LC LL Min I/deft = 240 Weight: 250 lb LUMBER 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 6 SYP No.1 `Except` 82 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 `Except' W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W12X4SYP No.2 REACTIONS (lb/size) B=3309/0-8-0, L=3309/0-8-0 Max Horz B=-75(load case 5) Max UpliftB=-939(load case 2), L--939(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7372, C-D=-7387, D-E--10163, E-F=-11707, F-G=-11707, G-H--11707, H-1=-11726, I-J=-10159, J-K--7388, K-L=-7372, L-M=26 BOT CHORD B-U=6690, T-U=6864, S-T=6864, R-S-10161, Q-R=11726, P-Q=10157, O-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=-21, H-Q=-634, 1-0=1786, I-P=-1570, K-N=195, J-P=3734 NOTES (8) 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. 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 with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 33-0-0, 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 P 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 'r Ah required for the overall building design. Building Designer shall verify all design information on this sheet for ` The conformance with conditions and requirements of the specific building and governing codes and ordinances. truss a o 1* designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a n specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. -� LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-D=-60.0, D-J--125.0, J-M=-60.0, B-L=-41.7 Concentrated Loads (lb) Vert: D=-385.0 J=-385.0 Customer No: 11045 Customer Name: CENTER HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H1 Job Truss Truss Type city Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H2 HIP TRUS 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 q.o p 5 9-1 9-0-0 16-5-3 23-6-13 31-0-0 34-2-15 40-0-0 4�1-04 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 - 1:68.1 5x6 = .— F.;T 3x6 = 3x8 = 3x6 = 5x6 = 3x7 P O N M L 3x8 = 300 M1118H= 3x6 = 3x10 Mll18H= 3x8 = 5-9-1 9-1-12 20-0-0 30-10-4 34-2-15 40-0-0 5-9-1 3-4-11 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 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.35 N >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.78 L-N >608 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.20 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 186 lb 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 No.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-P, G-L REACTIONS " (Ib/size) B=1653/0-8-0, J=1653/0-8-0 Max Horz B=-90(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-6-3150, I-J=-3354, J-K=22 BOT CHORD B-P=3001, O-P=3974, N-O=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; 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. 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 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard s d�Y p 4 k ^�� Z C Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H2 r- Job Truss Truss Type City Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H3 H S� ` 2 1 Job Reference o tional Universal Forest Products,lnc., 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 5x6 = 3x6 = 5x8 = 5x6 = 3x7 = 0 N M L K — 3x10 M1118H= 3x8 = 3x6 = 3x8 = 300 M1118H= 6-10-4 11-1-12 20-0-0 28-10-4 33-1-12 1 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 0-3-0],[G:0-3-0 0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.26 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.58 B-0 >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 I/deft = 240 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=106(load case 4) Max UpliftB=-317(load case 2), I=-317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--3291, C-D=-2975, D-E--2721, E-F--3328, F-G=-2721, G-H--2975, H-1=-3291, I-J=22 BOT CHORD B-0=2961, N-0=3279, M-N=3279, L-M=3279, K-L=3279, I-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 FBC2001; 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. 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 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 otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard A try 21 M � ' C\7 c) F tR � l6� CL O ft JV Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H3 Job Truss Truss Type Qty Ply Centex Orlando/1692A/jsk/4-14-3 153906980 H4 COMMON _ �-�"— 2 1 Job Reference (optional) Universal Forest Products,inc., Burlir) 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 1 0 p 7-1-3 13-0-0 27-0-0 32-10-13 40-0-0 ------41-0 0 1-0-0 7-1-3 5-10-13 14-0-0 5-10-13 7-1-3 1-0-0 Scale a 1:68. 5x6 = 5x6 = 2x3 II D E F 5.00 FF2 2x3 2x3 C W W2 W2 3 17 dP 4 w H YY 0 30 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 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 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 189 lb LUMBER 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 ceiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B-122(load case 4) Max UpliftB=-290(load case 2), H=-290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-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. 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all,design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i - fts ii� CD CV "y CL N �40 4 I 1 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 (option 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:14 2003 Page 1 -1-0-p 7-1-3 15-0-0 25-0-0 32-10-13 40-0-0 4,1-0 0 1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 Scale - 1 5x6 = 2x3 II 5x6 = Iq 0 -1 - 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CS11 DEFL in (loc) Well 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 BC 0.78 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) 1st LC LL Min I/defl - 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=138(load case 4) Max UpliftB=-313(load case 4), H=-313(load case 5) 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; 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 313 lb uplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 e ry j, t Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 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 1 1 0 p 7-1-3 13-8-1 17-0-0 23-0-0 26-3-15 32-10-13 40-0-0 4,1 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 5.00 12 50 = 5x6 = 3x7 = O N M L K 36 = 3x8 = 500 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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 Stress Incr YES WB 0.35 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 205lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling 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=1653/0-8-0, 1=1653/0-8-0 Max Horz B-154(load case 4) Max UpliftB=-333(load case 4), 1=-333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-3323, C-D=-3011, D-E=-2143, F-G=-2143, G-H=-3011, H-I=-3323, 1-J=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-O=-389, D-0=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 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. 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 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 i administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard err 07' CV! asv t� t t Customer No: 11045 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-Oran do/1692A/jsk/4-14-3 53906980 H7 COMMON 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, eff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page t -� Op 7-1-3 , 13-8-1 19-0-0 i21-0-0, 26-3-15 , 32-10-13 40-0-0_ 4,1-0p 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 . 1:68. 5.00 12 5x6 = 5x6 = E F Ta 5x8 % 5x8 D O 1 2x3 2x3 ii J � c w W2 W2 3 H `° 4 w 9 J Io ;A 0 3x7 = O N M L K 3x7 = 3x6 = 3x8 = 502 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-0 >999 BCLL ` 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 206 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 No.2 BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=170(load case 4) Max UpliftB=-352(load case 4), 1=-352(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3319, C-D--3012, D-E=-2116, F-G=-2116, G-H=-3012, H-1--3319, 1-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-0=-376, D-0=537, D-M=-735, G-M=-735, G-K=537, H=K--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; 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. 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 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 f I r Ix 'CW 6p 71 ,..• , #� rCustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H7 Job Truss Truss Type Qty Ply Centex -Orlando/1692A/jsk/4-14-3 53906980 H9 1 1 ]Job Reference (optional) Universal Forest 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, o 0 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 0 5x6 = 2t3 �� 3x6 = 3x8 = 3x6 = 5x6 = C E F G H I 2 INW4 4 IV w M M A 8Ri K yy Id a 3x7 = 0 P O N M L 3x7 = 300 M1118H= 3x6 = 3x6 = 3x6 = axe = 3x10 M1118H= 10-0-0 19-6-4 26-2.4 32-10-4 40-0-0 10-0-0 9-6-4 6-8-0 6-8-0 7-1-12 Plate Offsets X Y : 1:0-3-0 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 0.76 Vert(LL) 0.50 N-0 >950 TL20 . 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.99 O-Q >478 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.22 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.1 . BOT CHORD Rigid ceiling 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, I-J=-3396, J-K=22, D-E--3042 BOT CHORD . B-Q=2975, P-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 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. 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 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 r :2 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H9 Job Truss Truss Type at Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H10 M. b Job Reference (optional) Universal Forest 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 1-0-0, 5-0-0 1-0-0 5-0-0 5x5 = — r.- 12-10-( 7-10-0 3x4 = 7-10-0 Scale .1 30 = 3x5 = 3x4 = 5x6 = 3x4 II 5-1-12 12-10-0 14-0-0 20-8-0 5-1-12 7-8-4 1-2-0 6-8-0 Plate Offsets (.X,Y): [G:0-2-12 0-3-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.05 G-H >999 TL20 245/193 TCDL 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) 1 st LC LL Min I/deft = 240 Weight: 95 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 `Except* W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 4-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. REACTIONS (lb/size) G=1449/0-8-0, F=400/0-8-0, B=799/0-8-0 Max Horz B=111(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-B=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) 1) Wind: ASCE 7-98per FBC2001; 110mph; h=15ft; TCDL-6.0psf; BCD L=6.Opsf; occupancy category II; exposure B; enclosed; MW FRS 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 uplift at joint G, 117 lb uplift at joint F and 227 lb uplift at joint B. 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 fabricated per ANSIfFPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf)' Vert: B-F=-31.7, A-C=-60.0, C-E=-95.0 Concentrated Loads (lb) .aC FJ Vert: C= 175.0 d ctis y III. Customer No: 11045 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) Universal Forest Products,lnc., BurlWgt 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 1-0-0 7-0-0 5x8 = 6-0-0 5x6 = 20-0-0 7-0-0 Scale . 3x6 = -- - 3x6 = 2x3 11 300 M1118H= W = Ig 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) 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 WB 0.11 Horz(TL) 0.08 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 80 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E-1560/0-8-0, B-1646/0-8-0 Max Horz B-81(load case 4) Max UpliftE--377(load case 5), B=-447(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-3214, C-D=-2921, D-E=-3225 BOT CHORD B-H=2895, G-H=2909, F-G=2909, E-F-2907 WEBS C-H-275, D-F=278, C-F=14 BRACING TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) 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. 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 377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 13-070, and 385.01b down and 258.21b up 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 certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-C=-60.0, C-D--125.0, D-E--60.0, B-E--41.7 Concentrated Loads (lb) Vert: C= 385.0 D= 385.0 till ak s. ? - a` CD `a5ix Z � a Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H11 Job Truss Truss Type QV Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H12 HI 1 1 Job Reference (optional) Universal Forest Products,lnc., 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 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 Scale 5x4 = 5x4 = Ig 3x5 = 3x5 = 3x4 = 3x6 = 3x4 = 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/dell PLATES GRIP TCLL 20.0 Plates 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 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 G n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) G=771/0-8-0, B=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, E-H=414, C-J--344, F-1-1=-361 Sheathed or 4-11-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 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. 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 shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard YI Ii 2n 24F a CV cc 00 N to e p to �+ 33 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H12 Job Truss Truss Type Qty Ply Centex-Orlando/1692A 1jsk/4-14-3 53906980 H13 Q(jj 1 Job Reference (optional) Universal Forest Noducts,lnc., 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 6-11-9 i 10-0-0 i 13-0-7 20-0-0 1-0-0 6-11-9 3-0-7 3-0-7 6-11-9 Scale - 1 5x4 = Ib 3x5 = 30 = 5x8 = 10-0.0 20-0-0 10-0-0 i 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/defl 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) 1st LC LL Min I/deft = 240 Weight: 82 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=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, F-G=1205 WEBS C-G=-361, D-G=737, E-G=-371 BRACING TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 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. 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 accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard s r cli x r CD }kz Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H13 Job Truss Truss Type City Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 HJ5 JACK Job Reference (optional) Universal Forest Products,lnc., Burlington, MC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18 2003 Page 1 •1-6-8 1-6-8 U4 = 3.54 12 /Tt 7-0-2 B1 scale. 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.14 A >160 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 7-0-2 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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-E=21, B-C=47 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 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 148 lb uplift at joint C and 74 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-E=-60.0 Trapezoidal Loads (plf) Vert: E=-0.0-to-C=-106.1, B=-1.7-to-D=-35.4 c' C1J +.. CV C) 7) iLLJE47:�^J Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ5 53906980 Truss �JACK HJ7 City I I I Job Reference (optional) NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18 1-6-8 3x4 = 6-7-12 9-10-1 6-7-12 3-2-5 Scale -1:1 6-7-12 y to-1 6-7-12 3-2-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi 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 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) D=150/Mechanical, B=437/0-8-0, E-473/Mechanical Max Horz B=176(load case 2) Max UpliftD--113(load case 5), B=-137(load case 2), E=-80(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-H-21, B-H-21, B-C=-743, C-D=-68 BOT CHORD B-G=6791 F-G=679, E-F=O WEBS C-G-215, C-F=-826 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 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. 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/rPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 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-D=-148.5, B=-1.7-to-E=-49.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 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 OMM'a?dfpp1° 5 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:19 2003 Page 1 1-0-p 7-1-3 13-8-1 20-0-0 26-3-15 32-10-13 40-0-0 4,1-0 p 1-0-0 7-1-3 6-6-13 6-3-15 6-3-15 6-6-13 7-1-3 1-0-0 Scale m 1:67. y1� 0 5x6 = 5.00 12 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 - _ _� 40-0-0 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 0.53 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) 1st LC LL Min I/defl - 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 No.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-13=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, M-N=2442, L-M=2442, K-L=2442, J-K=2442, H-J=2986 WEBS C-N=-3701 D-N=532, D-L=-747, E-L=1180, F-L--747, F-J=532, G-J--370 NOTES (4) 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;Lumber DOL=1.60 plate grip DOL=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 per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard .4; s'rtJ t G CJ il! cy C\1 u p' 6l Q- 0 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 v� H o N 6' 0" O z p0� p (V V] D o� Q a 0 D aN N U C/] e Z w a D z� .0 Q �^ Z nm o" m to = <� V O O O W F w= Z F O_ o �ciRaiI�rcgo O-J�'ohmVazo oz ao'�zz�o�on mJjOZr w'�ae K K1'OV 7�W NJ `o a-,Ii U O az fA2 Do 6i 7=V'�S S N 7 z W C W W g4 T \ �o�3'n R GULAR OVERHANG 0 0 g 0,-MO 40' wNm c, M � S � SOFFlT >' RETURN o �'^ Z> SUPPORTING STRUCTUR W co co 00 00 co m m cn O� - O �aww —� moo co Q o,. STICK FRAME BY Q OTHERS J o _ O J a cil � U �! - N\ Lli 41 Q O N O N_ w d U O (n � m DRAWN BY: TWH 1V CHECKED BY: DRAWING NUMBER 1510006 7'-0" � c+� L(i 24 " O. C. 2 -1 , 2" U U _\\ C I � v C�J 1 1 U 3 C � CJ _ C _ /CJ5 5 _ M � EJ7 EJ7 �,,� EJ7 EJ7 20'- � I EJ7 EJ7 � _ EJ7 EJT EJ7 = CJ EJ7 U � I J1 � EJ7 EJ7 EJ5 = 6'-0 EJ7 EJ5 EJ7 EJ5 = EJ7 = EJ5 EJ7 = EJ5 _ EJ7 EJ5 N = , 4'— EJ7 EJ5 I C 5 EJ5 ys 3 C co � M � U U U 1 , o . `E 3 Z t 3.A fa wrEnuEoil smra Pon Ir wloE 000R. -REVISIONS . �Aaco w/ toc- -wc rtoP a �R�o�T� REy, N0. 20NE: DATE: ECN N0. APPVD: DESCRIPTION },fi�,eTFCI CKINI AXO URET)ANC.A "CSC (ALOnO I•.^'�). T OrnpNa SSe CLAW on r A t 82 I1/00 - MWW OTY (t) WAS (2) FOR TRACK BOLT 0 ACIhUC uTC AWAAOLC (SLC SCC110N Y•B� XON30MT.W TRACK SWPONT Cf I 3o CA,wN. ENO SnLC% ATTACHED TO DOOR Dow WrA13SA (To SNO DSKIN fO Pw a CE TOO-AA)A LDO SYeRL (TOP, eonow � CiNrrR), D ' '^0.' L W. SIL0. IIAO A" WITH J I waOD �uw wrN w000 I/L SCREWS.LISTED °NEAAVAR LAS AN OPTION ITIA 71VLK, K TWAotf i �060• t ti. v „ $fj npM x: ! 9 (901N LDIi) rrP. I-1/2•.If O� GLV. fiE6 i1VfN ORACMCT. ./ no POPR IDDKwa • (.) tPAEuI eR rxm ►tR swE. ~ LNn toP elucRE1 I REPORT#96C6C C, Z 3• . 20 Gl U.6ARS MUR / AACK '1 V-OHS IN A 2-1-3-1 lnW 1 PArm I.G Te0 Y-vm SCCT,. RC) �A OPTIONAL OUT1M KPID LOCI PW$OM@�: 0 I �•.� v fcv win/ n rvmws T SCRtwa. . trA-EH0 wwr a yyg„ INrr.vnu�Mw� Alllwllr NOTE 1, FRONT PRAANE WITH V.Y, 1 - ON Ie I WN, DOORS VP TO 7•-p• M40 CONSIST Or ((i) SECTION% (('NowN)). wl yNp RCWRED. Va $=" 1MY %e Coxnat!LL4N DOORS OVEII 7'-0 KIOM CONNT Or (3 SCNMS (M0T SHOWN). COAi1N0 OM WISNOC WNKC (wr Nor R(CUR@) TO IRO'ADC A iWSN UOUINTINO STOP wOULDRNG eY DOOR Mi1N1EA (TO SUIT) SURFACE• KORIONTAL 4w105 00 Nor TRAN&I'm LOAD, La MLOR PSI "1 30 GA. INN• DALV, Irm DID Sall 1XICN 1/e�KRWC uon CA TC 30 CA. OLV, SfVJ. NICK. STKL ^ J WOLDC0 IN3lM / «tr6pt -n - - I C.L CALv7--mt—, me�3a OA. wtl. SrEE. llf[ RCGeNiA 1V•%((A• PAN mew SCREW W N ONE \SKIN COATED w1IN 0-AO ww. (IO SORCWS PCX UTC) . N OI (C-e0[0-0N PRWG, On 34 mrin! (I.000 PSI WK CONCMi0 OP 7/le' E0.AND A OAKCD-ON POLYPST[A&W LATCH CNOACES 1/A•.N• TAPCON SCREW! ON 17_I/3' CO(rTOIS (i•000 ASRHTOP COAT APPu(v TO eoM PSI INN. C01�pCT[� WAWOS WCI.VOm WITH SIOCSOF SRCLf13 G. WLV. $TC4 TOP ��wCNP ('0.0. ww. 'N3MCR RCOURm 3• GLV. STE(L TfACIC I A O!. OAEy'Z9erIACJ(ETwsrNTf.ANCMCOVNIIl CA. CALV. STEEL tArGMCKRD w/ 4) INTER. STAB i/.01 510( 0/ OOOA. T RTO PROV10(A TRACX ATT 0 A TO 11♦ /4 _ nL /MO 11Krs/0' SNRT wcr wOUNfINO %UR/KC. rI0w30NTAl 164" DO NCI WITH OIIC 1/K'.S/9 DOLT W NUT A) I ♦ a ♦ uV T Vit" Pa CIO mmot SNIP W JOINTS. 4CRCw7, rPAMsru WAD. OR Iwo I/A• ON won (, DvISOC MCC IA/NOLL ENO 2• Do. vmr•SrW, 10 WL SIR" RO.LM I. OANCGAGLV. 9TEL CNO STillWAK� 04 LStENto T EACH / 511� o,�,o..m clro mN - ruA WER01/I(LD, P.C. �( iN1Ol PPrPA..TnM d JANRe Nrr OTMrRA !r,-n� NomwA P.C. jA% �N, STIll1 w . IAAS/a' w90, IAHOLC SntL NOITIII NAOLSA P.C.PjSi471 fNLtr K CRCws 3• TALL u.e+R IT (q 1 A•KO .• eev 0nsy�nrylocK OESION LOADS: +24.0 PSI Ik -24,5 PSF to aA oAay. !IEcI rAPPva I •�� TRACK oMw �n � TXC DCSICN ar iNt S NPORIWO SrnuCNRAI nuJ[Nis an. Tw.3TRoaTH, 70 Ks •SAiAQ eE TIC KTPONSNalTr a TII NTO/ESSgNII a TEST LOADS: +J8,0 PSF k -J7.0 PSF emou Ol ODOgIM RECOPO rOR TII SURDYO OR R1AypuK AHO w KC-0RONO[ 7' -• 0' TI1L . 70 G CALV. STf0. U+SW CNO SUOE BOLT wITX DURRCM eWIDPAO ZC L"m PART NO,:w A 3-1.2_I PATiL1N (I C, TMO U- Snll L= WONDEa TINS OMWINO. w WMAm m SEALI-7/eON 001TDw SECTOR, ON( U-4A ON NEXT INTO KRTI^,.1L A SCCCION/ fTC,),rADHU-e.AATTACWCD IRA" OI NOTKE: Unwis SOUEnI.A /n/ T 312 N422•AITN 4'.'J I SCV IAPK4 SCRCMS LOCK DN CWN"IIY/h N.n•u0.'. Ii/ EA.LJ C1nDln (]}i 45ZD2►EA SilOCAiIOM.ua MC W un.Y NNu.a�PRDIxOn w. TOLERES ... Tel. Na l-II}�el-1e00 p or DOOR. .0 - #.03 "Ummmmm Fa No, t-SI} 02-AI9 uenoN A.A (llDr Nnr) �i nr W IY . a.wl n..M. ANI l rwwr w •00 . t,016 DESCRIPTION: MODEL 8R5T W4 16-0 x 0-0: N/-24,5 DESIGN LOM ...-.. wM R.u« , r.NN w .DOD . #,OOs DwG. b la OA. CAWI (1) eorrows/6 eSheCrT. INAMW7 Mvry w-rA. w .0000 . t.00, DRAWN- BY: BUM DATE: 4/18/00 SCALE: NTS •�".' EO M (3) FIA.a/e' 3XCR wCTAL SCRMS. / , . I""'••A'I"A P••r•r^"'' Degrees - t 1/2'Twwxuw cmwyo„ yy / A' CHECKED 8Y: Mww GATE: 4/18/00 SHEET t OF t SIZE 1J a NNYL WPAM(J1SI111►. /i/ Third Mql. a Un1". SI.Cee Olh.rwl.A O - Pr0)wlion OwENSONs AAL w uCNES. DWO. NO.: 102130 REV, NO. I c 4 3CIO 1 0 I a a ypOFt DESIC•NATION: Them a-TrU In -Swing Door Wood %tartws Syatom QESIGN PRESSURE RATING: J MAX 18' O.C. Single Positive. 67.0 PSF Negative 67.0 PSF ��A nMUM OVFRet I MOM At 'V7E• Single up to 5'4 x 8'0 w/w0 sidu.4's , Double up to 8'4 x B'O w/wo sidelites .a •. Single with Sid idolit Positive 47.0 PSF Negative 47.0 PSF USABLE CDNnGlJR4TIONSc X. OX, X0. OXO, xX, OXXO y Double w/w0 SidOlites Positive 47.0 PSF Negative 47.0 PS'F C:NERAI DESCRIPTION, The hood and side iambs on fingajoint pine _� measuring a min. 4-9/16' with o 'i/2' rabbeted stop. G j. ' •, ,.. ,• 1 3/16 rAPCON MAX 18' O.C. • 1/2' DRYWALL TYPE ANCHOR 3' 2 f1RPW4 ' 3/16' TAPCON Y TYPE ANCHOR 7 :. • . 1/2' DRYWALL-,,,\� n •�,, .. •� MASONRY LINIfL f3 NASONfiY ..4 • , ;1 a 2 FYWNa �. 7Jt BUfJC IX BUCKWTAIC." Arim I Y3/I f -f/2' S 8X ., .. (S.. note 2) -1 Pf?I ; .. CONCRETE �j MASONRY BLOCK i. t, DIEM ,uu8 0 � ' g .� ',� . TO IX NEM .uua Tp 2Y SUB -BULK �. • :•i SUB -BUCK ���` 'D 5agj 1/2' DRYWALL. � •: "N •Y' IX aUCK ' " "r, '•••' I x 2 FIRRAi J/18' TAPCON 41 4 r 1/2' WMVALLV. TYPE ANCHOR ffiQB 1 x 2 FlRfeNG ;ti i � •,. � ELCO TAPCON Of' EOWL (233 LB. SHEAR RATING) J/Ie' TAPCON (See note 2) •�' , PFH WS ` `: • of r� 3/16' TAPCON - - .3 MAX. •. 'i _ t/4' MIN. iSg8K7B + • . TYPE ANCHOR - 1 �� f SHIM SPACE �:. }( ��' VERTICAL SIDE 4MO Xs"M "aL —t ro Ix sue-eucx 1. This system has been evaluated for use in locations cohering to the Florida Building Code >, and when pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed heroin. 2. For installations when the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4,1 and 1707.4,4.2) Topton type concrete anchors must be used and the length must be such that a minimum 1-1/4' engago nont of the Topcon into the masonry wall is obtained, a: J n O 00 0o 00 LQ 4CON OOP to �¢¢OWO FOjo 00 a 813.884.3831 OATS 4/3/02 SCALE: N.T.S. DWC. BY: W.L.N. CNK. BY: RW. DRAWING NO.: T-02201 zatlzr t a t J n O 00 0o 00 LQ 4CON OOP to �¢¢OWO FOjo 00 a 813.884.3831 OATS 4/3/02 SCALE: N.T.S. DWC. BY: W.L.N. CNK. BY: RW. DRAWING NO.: T-02201 zatlzr t a t MODEL DEi(j1NATION: Thermo—Tru Out —Swing Door Wood Irrcrnos System AWIMUM OVERALL NOA41HAL SIZ Single up to 5'4 x a'o s,/ao s;dwi tes MAX is' D.C. PRESSURF RA77NC Positive 67.0 PSF Negative 67.0 PW positive 6o.0 PSF Negative mo PSF .:P31CN Single S;colites Doubt. up to S'4 . 8'0 /-a sidlites Single with Double ./wo Sidelites Positive 47.0 PSF Negative 47.0 PSF Q CO II •aI )NFIMJRA?IONS X. Ox, XO. OX01 XX. OXXO t• O MEn RA L DESCRIPTION� The head and side jombs are ringerjoint pint measuring a min. 4-9/16' with a 1/2' robb*t*d stop. MASONRY (5 MASONRY UNTELI x 2 FIRRING in DRYWALL .7 3/16' TAPCON "I ANCHOR EXTERIOR PFH INS HEAD JAMB To US —SUCK I T,v.* WIN. ,i EMS, t 1.13' MIN. EMS 1 x 2 fIRRINC L'i MAX 18' D.C. r 0-so WrOALL 3 Opp 60 ..... 60 (L 3116 1 kPCON TYPE ANCHOR IX SUC( .2T S' MAX. SHIM SPACE EXTERIOR 3116- TAPCON 2.25J c, TYPE ANCHOR G "i z /T\ HEAD JAMB Lj ' TO Ix SUB —BUCK . V c2 — .25* MAX. SHIM SPACE 1.25 Ado'. 3/18- TAPCON TYPE ANCHOR All ELCO TAPCON OR EQUAL 3/16- TAPCON LB. SHEAR rAnNo) TYPE ANCHOR .2, Mkt . . . i­�. � .% � � .. , I e ? 46 SHIM SPACE 4 EXTERIOR p 18 a 2— t12-4:1 2 FURRING PFH WS DRYWALL WE JAMBIX BUCK US —BUCK I A INTFRiO 1 x 2 FIRRING AM 1. This system has been evaluated for use in locotions adhering to the Florida Building Code .15 Adw• and where pressure requirements as dotorminoo by ASCE 7 Minimum Design Loads for Buildings C—SINK ORYWILL IX SUCK and Other Structures do not oKcsod the design pressure ratings listed heroin. SUB—BUCKg TO IX 2. For installations whore the sub —buck Is less Win 1-112" (FSC section 1707.4.4 Anchorage Methods and iub—sections 1707.4.4.1 and 1707.4.4.2) T4pcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' engagement of the Topcom into the masonry *oil is obtained. J. When using c IX sub —buck a 6-9116* jamb is required to allow for min. edge spacing for 7opcom type anchor$ 3116- TAPCON TYPE ANCHOR 4 CONCRETE MASONRY BLOC-( 7. P: i'- d !'k vt Lai O LZ V) " U, 0 0O 813.884.3831 DATE: 4/3/02 SCALE: N.T.S. DWG. BY; W.L.N. CHK. BY: R.W. 94CL7 -I— of _!_ j/QQEL DESIGNATION::. Thermo-Try In -Swing / OLt-Swing Door Wood Frames System r1ECICN PRESSURE RA71NG: ^' 61AXIMUM OVERALL NOMINAL -SIZ Single up to 54 x 8'0 :Iwo sidelites Single Positive 67.0 PSF Negative 67.0 PSF ~ Double up to 84 x 8'O v./wo sidelites Single with sidelites Positive 60.0 PSF Negative 60.0 PSF a jiSABLE CONFIGURATIONS : X. OX, X0, OXO, XX, OXX(i Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 0=Co .� GENERAL DESCRIPTION: The hood and side jambs are fingerjoint pine Z M sW h measuring o min. 4-911e* with a 112• rabbeted stop. p ,T �ro ,;. , DOUBLE 2X e o' a o• r. v ff HEADERTit IL (L 1/2• DRYWALL SWATHING .�..., . 2x NE1DU SINGLE DOOR �• Y 2X MD 8 � �� _ e•0• s.o• J.0• 3.0• QO' W � N• � a 2X JACK STUDIA . 01/2' DRYWALL & I t' TYP. 214 1ttgBlDB DOUBLE DOOR V) u e.o s.o• o V) 3 c' a.0• 3.0• 3.0• e.0• U D: U O 2 2 /e = 2-N/2' J.0• 3.0• 3.0• O 0 3 P .. U O I _ 11 � 3 Z . WN. t yy euww0 .13' C-SINK I SHEATHINO 0 cONwniwis. u+c 613.68�.SE31 2a• MAX. -1111 SMAJ SPACE — SINGLE OR DOUBT DOOR WITH 1� OATS s/3/02 VVMCLL SIDE ."0 e SCALE; N.T.S. DWG BY: W.L.N. 1.I3• WN. EMIL T 1 This system has been evaluated for use in locations adhering to the Florida Building Code CNK. By: RW. and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildin;s DRAWING Nos and Other Structures do not exceed the design pressure ratings listed herein. 1-02202 srsr Y a Y i f . THERMA oTRU® 'FN ER Gu1SSIG /'SMOOTH STAR' WSW WO 8.8 SWOLE AND DOUBLE W/6 WVUT SIDE rT INSULATED FIBERGLASS DOOR IVRH WIND FRAMES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-OADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RA77NG SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MWMI-OADE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS gal REQUIRED FOR SID 11T�NLY. 7. SIOELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass ovg. min. yield strength Fy(min.)=6,000 psi SmoothSfar - - 0.070" minimum skin thickness Fibei-Clossic 0.110" minimum skin thickness Core design: Polyurethane loom core, withl.9 Ibs, density by BASF. fiction: The ppa el skin is constructed from a 0.070' thk. sheetmolding compound (SktC�. The inferior cavity s flied with 1.9 lbs. densrfy 845F polyurethane foam. The poneface sheets are glued to the wood sales and foils. The L14 latch stile s reinforced with o wood lock block measuring 2.375 x 14.0 long of the strive and deodboh locolion. The hinge stile is Finger Jointed Pore and the top and bottom roll ore of o wood composite material. In the double door application the inactive door is rifled with an extruded aluminum astragol (Wind Jamber c) of 6063-T6 alloy. The frame is constructed from ( jointed PP' The rs Jan o the side ppmmbs with (3) 169o. 1/crown x 2 long siopks at each side. The mullions are secured together in a sideflte application using 18 x 1" long PFH Wood Screws (6) screws per each mullion. The units use on Inswing Saddle threshold measuring 5.75' x 1.548". $r li I r : The s dell a panels are sandwich glazed us a two p ece y7p I frame. they are dry, glazed on the exterior with on 178" thk. cellular irgelheiailh (5 11xT1p1 k long dwitew��. The life frames are held TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECT 4 IONS HORIZONTAL CROSS SECTONS & NOTES 5 ANCHORING LOCATIONS & D AILS 6 ANCHORING LOCATIONS & GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS & UNIT COMPONENTS 37.5 MAX. OVEALL WIDTH 36" MAX: PANEL WIDTH w S � I" 0 w a = o O Y o x O � o N 0 � ri Ijw SINGy F INSWING UNIT OVERALL FAME WIDTH L7465MAX. 3.625' MAX. PANEL WIDTH --{ DESIGN PRESSURE RATING UNIT TYPE WHERE WR INFILTRATIONRE REQUIREMENT NT IS NOT NEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF SINGCEWITH SI IIU ES UtJLL + 55.0 PSF - 55.0 PSF 105.5 MAX. OVERALL PKAMt rvnurn 36.625" MAX. 15.5" MAX. PANEL IDTH WW/AS7 AGAL FAME WIDTH O 13.75" MAX. ¢ O WIDTH O2 O a0 p ® ® ® ® C)_ I 7.125" MAX. � Q O r`1 D.L.O. WIDTH 8 _1 tz U-) Z)O�O Q 00 w(0 0- roZg h x? GO 1 01" rn Q Z U ON M m DOUBLE W/SIDELRES INSWING UNIT r3R� 8 J9 J Z ALL MOD 68.5' MAX. OVERALL WIDTH U�� z �u ARE VIEWED 36" MAX. 15.5" MAX. 'm 0 � Is Ao FROM INTERfOR PANEL WIDTH FRAME WIDTH ao WIDTH 17.125" MAX. D.L.O. WIDTH 813.654.3831 CENTRAL Jil®RM `11.� a `l.1' o A-b.'1 owa. m: N.T.S. TJH j�g� CHK. ef: RW j�/� 1 .A- V V Y' TURER' s 3ZWFNG S No.: -2151 / 4A /r L J - -. -. 1 or j Z A. �c6 y :�n2O LnY ZY W rz p; o Ci o0O 6 x p = w O .Oo w EXTERIOR p' d: . b INTERIOR O. X � Q •o d'0. 1.68" MIN. d:.,. o '` n N PANEL THK. O.'. p.. co O.' O dd b 1 o .O 8 5 i 11 19 ZO � W 14 OJ N ,.4 • �4 1 VFR71CAL CROSS \,Z,,l DOOR PANEL SECTION :E L+X Z in y N n U = U U 2 w Q O Q .I EXTERIOR ��Id o in FOAM GASKET & ao SILICONE CAP BEAD OILSAOTE 1 SHT. 4 z .5' MIN. d GLASS THK. INTERIOR 25 0 in N t\ SEE NOTE 5 SHT. 4 IrV VV BUILDING ONSULTIMS. INC 813.684.3831 Dae 08 10 01 SCAU:112' = I. Dwo. Ara TJH RW �V'I:A.R.]LYN 1L+� �Q o L11vu`� ~NO 2151 Vccr _L OF 8 - 7(-✓ SEE NOTE 2 SHT. 4 INAC71VE z� z J e Z ASTRAGAL RETAINER a BOLT s.0" LG. TOP. & BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM iHORIZONTAL QR05S SECTION 3 ® ASTRAGAL EXIERK) z 0 13 ;v v, JNTERIOa 1.15" MIN. EMS. 25' MAX. SHIM .75MIN. C-SINK SEE NOTE 43 5 SHT. 4 INT RI R FOAM GASKET do SILICONE CAP BEAD 1,',I � ;�IN O41 1 ®© SE NOTE 1 SHT. 4 0�\ HOR17ONTAI CROSS SECTION v 0 SIDELITE TO= w r\ 00 s a�V)o� ACTIVE 8 S o r^j u� -. ° . o..'. :x- co SEE NOTE 6 3 n ''0 SHT. 4 FOAM GASKET do U ��r 2 U 43 SILICONE CAP BEAD SEE NOTE 5 SHT. 4 34 ��a o^ U a� N� to ^^ 43 o U EXTERIOR - n 0 'o'• p it; s JNTERIOR Z Y 4 6 w 26 9 (R 10 37 Z Y 36 ^ d SEE NOTE 1 SHT. 4 u < a SEE NOTE R 7 SHT. 4 SECTION 2 HORIZONTAL 3 ® HINGE JAMB TO SIDEUTE c �euiLai CONSULTANTS, U 813.684.3831 y�� r/�`� C)E1�'Ti �1I� i�•U{n'� '1.VPA 11[5t I z AV`c ale 06 10 0 ;1/2" - �1 �T�7� /� r��r �V 1� L �1�1 lUl[' A(C ll IUR 1�7 �n 1LJ� 8 u«. a Rw I/ �..1•c / / v _ DRANW. NO.: S-2151 SHQ7 _�L OF 8 1.15" MIN. EMBED. 15' MIN, F7D� C—SINK J 13 3 [\21 31 .25' MAX. SHIM SPACE 16TEED—P 1 l4N 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS; VERTICAL FROM THE TOP DOWN ON SIDES; 5,5 16.57, 27.57, 38.3757, 49.375' do 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 37, 5, 18.25". 40.5', 59.25", 74.25. 76.25' do 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA. x 112' CROWN It 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD i5 ATTACHED TO THE SIDE JAMBS WITH (2) 16GA. x 1/2' 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 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDEUTE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). z� 'O a FOAM GASKET do SILICONE CAP BEAD 1.10 MIN. EMBED. 15' MIN. C—SINK Z Y W 2 ONTAL GROSS cEGTION 4 HINGE JAMB TO BUCK, SEE NOTE 5 SHT. 4 4'. 0 .. iV) 36 41 1z SEE NOTE 1 ^ a SHT. 4 3 H RI N7 R l� NN 4 0 STRIKE JAMB TO SIDELITE SEE NOTE 6 SHT. 4 �.� 12 10 SEE NOTE 7 SHT. 4 .25' MAX. SHIM SPACE P. .o;• c c > ON F � N co 000 �V) ¢zz o^� a� LU w coo a r 6 XZ "'p 00 \Uf UZ ti O U 2{A m'ucri3 813.684.3531 mw ar: TJH :w BY:. RW DR WNG NO.: S-2151 sHm-T 4 of f 3'-- SEE NOTE 3 SHT. 4 14 TYP. 3' - SEE DETAIL "F" SHT. 5 6' 6" 6 3' " 3" 6" 6' f-3- 6" 3' 3• 3' I II 13 III i - I II 13 TYP. II I 13 TYP. SEE DETAIL TYP. - SEE NOTE "F' SHT. 5 - 6 SHT. 4 SEE DETAIL SEE NOTE_/ - 13 - 'G" SHT 5 6 SHT. 4 _ TYP. SEE DETAIL 13 'H' SHT. 5 .D. -D. �•— .B. 14 14 TYP. - I I 6 6. YA63 6" 6- 3' SEE DETAIL '-E', SHT. TYP SEE NOTE 4 SHT. 4 14 TYP. T4 I 1 3ESHT. 6" 8' N n N O U 13 TYP. LM J N -Li v ii - - C-- = in_� SEE DETAIL N n "D" 'E" SHT. 5 0 r 13- TYP. DETAIL -C- -C- TYP. 1SEE 'G' SHT. 5 - TYP. - SEE NOTE io '0 4 SHT. 4 ® TRAL FLORMA B. O. A 9 DOUBLE DOOR W/SIDELITES UO SINGLE DOOR MANUFACT Nag JAASTE IFHEi# A 0.357' BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 a 13 13 10 0 10 DETAIL_'F" DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATE TO FRAME DETAIL "G" AT THE THRESHOLD dS SHOWN. 813.684.3831 acre O8/10/0 sru N.T.S. 7m. or: TJH cm er: RW DMOONG NO.: S-2151 SHEET 5 OF 8 CENTRAL FDL SEE DETAIL %%✓�� "F' 5HT. 5 _— — ��' _ 6' 3" io 6" 3" 6" 3. --{ 3G" 63" 3• L 6" �' 3- I I I I I I I I I _I I K A I 13 I_ SEE NOTE - _- 13 - Typ 3 SHT. 4 SEE NOTE SEE NOTE n TYP. SEE DETAIL rU) 3 SHT. 4 6 SHT. 4 - N a "F" SHT. 5 - o� o N aTYPa 'SEE DETAIL - - "G` SHT. 5 _ SEE DETAIL to DETAIL SEE DETAIL TYP. �• 'E" SHT. 5 N "E" SHT. 5 H- SHT. 5 �. ui - - TYP. TYR J` - SEE DETAIL 'K" U «K" TYP.- SEE NOTE "G` SHT. 5 14 14 14 - 4 SHT. 4 TYP.7YP. 14 TYP. f 3" 6, 3" {- 6` 6« 6« i 6" 3" SEE NOTE 3` 6` 6` _ 14 4 SHT. 4 6« 3" 3 ® ®TYP. DOUBLE DOOR SINGLE DOOR W/SIDEUTES .453` GLASS BITE .463` GLASS BITE 33 EXTE 1 32 40 1 32 34 RIOR 25 1/8" TEMPERED � 25 1/8` TEMPERED GLASS 40 GLASS p'. Q . .. Q Q 17 .25" AIR O .25' AIR Q .p. 'o SPACE o O SPACE o .: o Q o. .'� Y O .p z 1/8" TEMPERED z 1/8" TEMPERED GLASS z Y GLASS INTERIOR 36 z Y 41 Ln -- z 6 Lo SEE NOTE 36 �' W 6 1 T. 4 to z 41 ko d SE NOTE 1 .25" STEEL INTERCEPT = a .25"INTERCEPT STEEL SHT. 4 SPACER INTERCEPT SPACER 5' INSULATED CLASS W/ 5" INSULATED GLASS WL arc i IrF FRAME G TCM LITE FRAME GLAZING_ DETAIL LAZING DETAIL 813.684.3831 Xac: 06/10/0 sme N.T.S. DVM. er: TJH CNK. Bf: RW DPAWNG NO.: S-2151 sNm 6 of 8 (Ultrll i! t 1,ft 1�7f1 iL o 4.563' 1.063" 1-- n in in . 20 21 � 2 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE —1.92' — —1.734' — �-- .99' ---{ Co I C, �i .097' 4 x 4 STEEL OR HINGE e SIOELITE TOP do BOTTOM RAIL N O N 1.845" — �-- 1.284" �1 L o 1" T— �— 7.531 EC, TOP RAIL WOOD COMPOSITE Tom 11 .m O1--- 1.531 FC. BOTTOM RAIL WOOD COMPOSITE i � 1.531 " --•� N 1 rn . r SS BOTTOM RAIL "T 11 WOOD COMPOSITE V? }�- 7.077" �-- 1.531, CMM rrc aI AN1t SIDE STILE 36 FINGER JOINTED PONDEROSA PINE 1.264" T _ II 100 n N FS I A7ru SIQF STII E_ COMPOSITE n n " .526" 2.713' © 6 �.1 laulplal r.•• I'•r- --1.255" --+ _m 77 { —1.531 ' --i 0 FC, WOOD HINGE SIDE STILE �w O co RNO� =1 cc Z O I^j pM O w o Fs•Ojo (0 0- w 0 0. 0 U 2.375" 1 o 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE ✓L�/L eunvNc cor+suBU Nu 813.684.3831 aTC. 08 10 01 ELL. N.T. S osc. er: 7JH CNK. B! RW ONNNNC NO.: 5-2151 sNctr 7 a 8 1 0 YIIN FRTF.RC ASSIC DOOR SKIN .110' MIN. THK FIBERGLASS BY THERMA-TRU with yieid F ft* -6,000 si FIBERGLASS 2 3 FC. TOP RAIL 1.531 x .94' THERW-TRU W000 COMPOSITE Fr- LATCH STILE -TRU, W000 CIAFOSRE 1.531 x 1.209 WOOD COMPOSITE HOOD COIfmTE 4 FG HINGE STILE RMLA-TRU PONDEROSA Pfi 1.531 x I" WOOD 5 FC. BOTTOM RAIL 1.531 x 125' TFER1l4-TRU WV00 COMPOSITE WOOD COMPOSITE 6 POLYURETHANE FQAM BAS . 1.91Ds. O1745 FOAM 7 SHORT REACH COMPRESSION WEiA7HER5TRIP -TRU FOAM 8 LONG REACH COMPRESSION WEAIHEItST►a° -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU EEL 10 10 x 3 4 . PFH WOOD SCREW Lo Fmnm STEEL 1 1 SS Lim RQ I.S31 x 91 T1tBifN-►RD ROB LINE W000 COMPQ9fE 1 10 x 2 L.G. PFH WOOD SCREW STEEL 13 8 x 2 1 2 LG. PFH WOOD SCREW S7 EL 14 16 TAPCON ANCHOR ELCO 2.0 MIN. L.G. STEEL 15 SI ELITE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 1 2x INNER W000 BUCK WOOD 17 1 MAX. 1 4 SHIM MATERIAL WOOD 18 19 1 KWIKSET TITAN 700 SERIES PASSAGE LOCK 1 SELF AMISTM INSIWIK; WD E HESW - ALUM. W000 p x 1.2 R THERMA- PO . VCV--A PINE WOOD 214.W x I WOOD 2 x .25 HWGE d4(8 - , FONDEROSA E W 0 23 KWIKSET TITAN 700 SERIES DEAOBOLT - 24 ASTRAGAL WINDJAMBER It WR587 .052 WALL LUM. 6063-76 25 GLAZING 2 INSULATED TEMPERED GLASS GLASS 26 SS. W" STILE(KW-TRU, PONDEROSA PAC 1.15 x 1.531 WOOD 27 18 x 1 LG. ' PANHEAD SHEET METAL SCREW 8. INSWING DOOR BOTTOM SWEEP VItL� 29 WOOD 30 1 FUSS *= LOCK BLOCK 7 z 1.515 POWEROSA PINE WOOD 31 UCH Sip E THERMA- NDUO C0IF06RE 1.183 x 1. I W000 COMPOSTE 32 1 8 THK. CELLULAR GLAZING CAPE SlIK-II TAPE - 33 1 PLASTIC LIP UTE FRAM BTS THERMIA-TRU BTS 34 1 PLASTIC LIP LITE FRAME T 35 4.51i3 x 125 BLANK JAMB -TRU POMIOEROSA PINE WOOD 3 SIVEUIE SDE STLr -TRU 1. 331 x .fS6 PONDEROSA PINE WOOD 37 1 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 SS TOP 1A4 I SJI x .91 ihERW-TRU WODO WOOD COMPOSITE 39 NOT USED - 40 SILICONE CAULK SILICONE 41 8'C x 1 1 2 PLASCREW fOR REM 34 STEEL 42 SORTIE TOP tt BOTfpI RA4 -TRU 1�1 z .06 Pxom PK WOOD 43 8 x 2 L.G. PFH WOOD SCREW STEEL TI I Q. 38 � I T1. Cell .592' LN O—� 179" T ONG REACH COMPRESSION W TFi z5TRIP FOAM CELL CORE YVIVINYL JACKET 1.316" 31 �___ 1.531 " - —� 3" .579" r I m OI 175" 1� O COMPRESSION WEATHER5TRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR .357" DIA ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T STRIKE PLATE M 41.767. ASTRAGAL HAS (2) 8.0" N BOLTS ®BOTTOM (2)" BOLTS ® TOP 24 WINDJAMBER 11 06ST ASTRAGAL (ALUMINUM 052" WALL TYPJ ASTRAGAL RAWWMEto LRg MATERIAL: C/R YELLOWCH ., . .... '.0 i. ., ..y :.i Q> C 00 �000 cc z 0 Li Lo C) W p 3Q00 �Ll 0- 813.684,3831 c08 10 0 CC- N.T.S. BY: TJH L er: RW Ixvma No.: S-2151 m 8 or 8 3LJN-21-2002 09=52 MILESTONE WINDOWS 407 323 9729 P.02 3une 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 636-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Nome Builders Association's meeting at their offices on 3une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits For Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (Le., buck thickness less than 1 lh") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 1h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16".concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed 1. %'. The drawings dearly delineate the requirement that a minimum embedment depth of 1 1/4" 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 1/z" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4_2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 Y JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P_03 h 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 I Amoruso, PE rarnoruso-oe@fl—oridaextruders.c6m Florida PE License No. 49752 Florida Extruders Intemational, Inc. Certificate of Authorization No. 9235 Cc_ Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23.001, F.A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. Re: 2W2-L-M R]A-00a `VgUilIIItfi/l/ J. * ' BTAT� h5 0 S c�Zr�o Z 2540 30wett Lane, Sanford, FL 327y1-1600 . (407) 323-3300 • Fax (407) 322-3337 2 S _0 <.L- v oL L J 4' dryer duct to roof cap IOTCHEN Q\ • Y� 8x4 Iwcd 45Lm 5 L �• 12x12 Iwcd Dw ■ R �. • 260 9'am p Ganz 3y • f ntr S 14x8 lwcd 185 PAid �� 3` bath duct 10' ark AWA to roof cap w/fan 4 Iwcd VIC 04.8x 5 6riE. 14 cw � >- U or N m t 4' \ 15 Ft�f Z 0 12x12 3wcd 9' 4 3' bath duct [-1 5 to roof cap ' 0 J 4 w/fan 7 O M7 IN250 16c16 a LL1 U 14' Of Rti Q CO 9PA PXJI- rag O 8x4 Iwcd ,31 10x6 Iwcd 5 4' ( 70 10 CD 6' 24x18 rag tt9o-�7 -all OPT_ FIRFPI ACE WALL a VC- f-r 2x12 rag 42X42 ABC SLAB pa 160 BY BLDR MIN12x6l 0 IBM 03 `d 2-CAR A( 2' FROM WALL U N z-i ENTRY scale :1/8'=1'0' CA 2.5 TUN W/IOKW @240V 1PH 90A 18x10 plen C <16 platform by bldr X E LW X 15' x 7' IDLH . LLJ —J o F- W EJ FLOOR RLA� M... _ ..•._ .. �. U ] 00 > Rating z lu �_ z 0 zr Q W Q a o m a Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insutatlon value. m m J U) Q Q ❑NE BY WOOD J_ BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY ,OTHERS RIGID VINYL GLAZING BEAD W H.' (TYP.) (WI DOw HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS J CAULK BETWEEN B.W. CONCRETE OR WOOD BUCK & (BUCK WIDTH) . MASONRY OPENING MAS'Y. ❑PENING BY OTHERS BY OTHERS INSTALANCHOR IA. TAPCON ONE BY WOOD 3/16'DIA.. BUCK BY OTHERS N I 1-1/4' MW, SHIM AS REQ'D 1 EMBEDMENT RIGID VINYL (SEE NOTES). GLAZING BEAD -I INSTALLATION ANCHOR (TYP.) c f 3/16' DIA. TAPCON 6 SHIM AS REQ'D. 1/4' MAX. (SEE NOTES). FLANGE TYPE WINDOW FRAME. HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL 1-1/4' MIN. EMBEDMENT STUCO BY ETHERS C' GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE o & WOOD BUCK PERIMETER CAULK BY OTHERS W.W. (WINDOW WIDTH) CAULK BETWEEN WOOD BUCK & MAS'Y..OPENING BY OTHERS SECTION B-B CONCRETE OR MASONRY OPENING BY OTHERS W.W. PRECAST SILL Q Q A e BY OTHERS A B C NOTES = SECTION A -A [,•�- 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR. MAX- ALLOWABLE SHIM STACK TO BE 1/4-. D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRETE-- 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J K & JAMBS- SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED WINDOWACRYLIC RLIC CAULKNGE. FOR PERIMETER SEAL AROUND W.H.EXTG 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE p_ ? ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THEE. APPROPRIATE DESIGN PRESSURE REO'D.�,"' 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM n E1300 GLASS CHARTS. \� r 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE I I WHERE TAPCOM ANCHORS AR T E O TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PsF 4 1 PSF TO 70PSF SIZE SIZE 12 18 1/8 X 25 B 8 F.G F.G F,G F•G 13 18 1/8 X 37 3/8 8 8 F,G F,G 14 18 1/8 x 49 5/8 B 8 F.G F.G 145 IB 1/8 X 55 1/4 6 6 F,G F.G .15 16 18 1/8 x 62 18 1/8 x 71 B B 8 B - F,G F.G.H.1 17 18 1/8 x 83 8 B F,G F.G.J,K 1H2 25 1/2 X 25 B 8 F,G F,G F,G F,G 1H3 25 1/2 X 37 3/8 B 8 F,G F,G,H1 1H4 25 1/2 X 49 5/8 B 8 8 8 F,G F,G,H,1 1H45 25 1/2 X 55 1/4 8 8 F,G F,G,H,I 1 H5 1H6 25 1/2 x 62 25 1/2 X 71 8 8 F,G F,G,H,1 1H7 25 1/2 X 83 8 8 F,G.J.K F,G.J.K 30 1/2 x 26 29 1/2 X 25 B 8 8 F,G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 8 t F.G F.G.H.1 30 1/2 x 50 5/8 29 1/2 X 49 5/8 6 F.G F.G.H.1 30 1/2 x 56 1/4 29 1/2 x 55 1/4 B B F.G F•G'H•I 30 1/2 x 63 29 1/2 X 62 8 B 8 B F.G.H:I F,G,H.I 30 1/2 x 72 29 1/2 x 71 F.G.J.K F,G,J,K 30 1 2 x 84 29 1/2 X 83 B 8 22 36 X 25 B B B B F,G F.G 23 36 x 37 3/8 8 B F,G F.G,H,I, 24 36 X 49 5/8 8 B F,G F,G.H,i 245 2 5 36 x 55 1/4 36 x 62 8 B F.G.H.1 F.G,H,I 25 36 x 71 8 B F,G,H.1 D•E.F•G H.1 27 36 X 83 8 B F.G,J,K F.,G.H,I,J,K 42 x 26 41 X 25 B 8 8 B F,G F.G.H.1 42 x 38 3/8 41 X 37 3/8 8 B F,G F,G,H,I 42 x 50 5/8 41 x 49 5/8 B B F.G.H.1 F,G,H,I 42 x 56 1/4 41 X 55 1/4 8 B F,G,Hj D,E,F,G,H,I 42 x 63 42 x 72 41 x 62 41 x 71 B B F.G.H.1 D,E F,G,H,t 42 x 84 41 X 83 B 8 F.G.J.K F,G.H,I,J,K 48 x 26 47 X 25 B 8 A.0 A.0 F.G F,G F.G.H.1 48 x 38 3/8 47 x 37 3/8 B A.0 F,G F.G.H.1 48 x 50 5/8 47 x 49 5/8 8 A.0 F.G,H,t F.G.H.1 48 x 56 1/4 47 X 55 1/4 47 x 62 B A.0 F,G,H,i D,E.F,G.H.1 48 x 63 48 72 47 X 71 8 A.0 F,G,HJ O.E.F.G.H.1 x 48 x 84 47 X 83 FGJK DEFGHIJK f,G 32 52 1/8 x 25 8 A.0 F,G F.G F.G•H•I 33 34 52 1/8 x 37 3/8 52 1/8 X 49 5/8 B B A.0 A.0 F,G,H,i F.G.H.1 345 52 1/8 X 55 1/4 B A,C F.G,H.1 F,G.H,I D.E.F.G,H.I D,E.F,G.H.1 35 52 1/8 X 62 52 1/8 x 71 B 6 A.0 A,C F G.H,1 D.E.F,G.H•1 36 • 37 52 t /8 X 83 B A.0 F,G.J.K D.E.F,G.J.K,J,K. • 37 SIZE NOT AVAILABLE IN 1000 OP. 1500 SERIES_ E TO BE INSTALLED WHEN USING H I EXTERIOR ELEVATION AS A KEY_ J INTERNATIONAL, INC 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON 1 FLORIDA EXTRUDERS SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8. SCREWS OF SUFFICIENT LTH- ^ �l TO PROVtOE MIN- 5/8 I.,. EMBEDMENT INTO WOOD BUCK. 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN- THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES- SINGLE HUNGS. 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A O BBUCK, 1 SUFFICIENT LEH TO ACHIEVE 1u3/8" MIN. EMBEDMENT AT V I F W F O FROM F XT F R I O R TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000' , •1500 2000 DRAWN BY: BB APPROVED BY: DATE: 10/09/01 SCALE: NTS DWG_: FLEX0016 PRFPAR:=n RY: PRODUCT & APPLICATION ENGINEERING. INC_. 250 INTERNATIONAL PKY.. SUITE 250, HEATHROW. FLORIDA 32746— PHONE_ 407 805-0365 FAX 4078G5-0366 X 2 v ICU S.H. 2. x l /2; S-DLF A;7 Pli C, SEAL-N` A "S Mu TG Nlj� L_Ll N tZ PING S t4S Q N -A NVULLILIDN' _G S jAM-p -TYPI) i 0 111, C StH. �, jm Af�A..B --Yp_) j I G 0 0 S: H, MB .S X TAPP'N"LE SM'S S E A L A -ral T. 13Z T vi E F N WINDONd R - ANIGES & 2 S E L_ F A. F F I N G S M., S C U A. -A 11,5) I X 4 X 1. / 8 -U?�E Mi 1L '-TON # 2 X I / 2 SELF TA; Pi N G SM S \L SEALANT BET' w ;EEN WINDOW FLANGES MULLION T PI P C, S I , AT �,j S .. N I i x 2 x 1/8 T'LaTHE MILI{ LMDNI, rAPMING SMS X S M S 1 0:3 I x ZE I A- x 31/8 J _AMB (T YPI) TLITCE MdUL-TiON Pl Appi-NG SMS sr-AL.A."q T p E T W E'EA T * z7oP7t,ll� SpA. S WINDO'-w F1 ANGES UN MULL710 9 X 1-1/2 SELF St A p IN -is Al A WOOD- 3: CK EY OTHERS 1 1/4' MIN: c- �.A BEIDMENT CH rl q 3/16' DIA A.Pr-f-iN SCREw" N:- H r T Y Ix E P, AL 1141j: L—ON1 ATMKT �2 PIC TO, CONCRETE ICA: 1APPi IES G H EA C, --^L AIL L . IN H_ EIt X A 'S X l/p S-i-- TAPPINf-3 Sh7-4S SEALAN 17 DE"T'WEEN S, MULLION Q r.7 r- A t —7� :METAIL C X 4 X 3/49 6 0 iI ;UT_:z_P_ MULLION BAL A 1 A n, c Ot r U 0 c C-,' C_ A D D T.M i- -TAD. Ei EVATION #s- x -1/2 -sE_;L_F I V! E E C F G A F--'X T F F-` 0 R I TAPP, I I N G, S MS A #8 x T A P P1 N G S M-S v S i A 1! —PlISTAl i ATION ANCHOR /14.' 71, TAF-f7N S C R FD.] A C H 0 R T Y P H r—: Sl 1- L CLTF 11/4' MTN, EM3 EN7 M7" STU 13Y CTILK S A. 'AL7�Y f--1 ATF 0—: RED _,Z) A.Dj:t�TTO. ANCHQIR��; JT. FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA F L AN f 3 LE S H E E T 1 0 v F noo /1 L :TITLE:-! Lj i\; R —FCT fENS ISE E S HEE T _2 0 2) rAP—/\CrTl_` I DRAWN BY: [APPROVED BY: -o j i .j AT T,_ t. 1 —1 1 N i NA I �__ 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES :CAPACITY i CAPACITY ;CAPACITY ;CAPACITY ;CAPACITY ;CAPACITY CAPACITY j 3 8 CAPACITY � 2X4X3 8 - - --- � � SERIES 1000 CITY_ I CAPACITY & :CAPACITY / ;CAPACITY ;CAPACITY CAI 1X2X3/8 1X2X3/8 tx2 7/t6xt/s;txz 7/taxi/ 8:1 X2 7 i 6X3 $t x2 7 t 6x3/s: 1 X4X 1 /8 / / / 1 X4X 1 /8 1 X4X3/8 L , 1 X4X / !TUBEANCHORS L TUBE WINDOW CALL WINDOW 1X2X1/8 TIP -TO -TIP ;TUBE MULL: 1X2X1/8 TUBE MULL I TUBE MULL TUBE MULL I TUBE MULL TUBE MULL 4 ANCHORS T26A ANCHOMULRS T48ANCHORSL T48ANCHORSL : T5BANCHORSL ' T48A CHOR ANCH0 ANCHORS SIZE SIZE 2 ANCHORS 14 ANCHORS, 2 ANCHORS SECT. A -A 2 4 ANCHORS :SECT. A-A(2) I Z ANCHORS SECT. A-A(3) ; SECT. A-A(3) SECT. A-A(4) ` SECT. A-A(4) ;SECT. A-A(5) ;SECT. A-A(5) SECT. A-A(6) !SECT. A-A(6) SECT. A -A 7 _ _ I SECT. A -A i f _ W8 1 SECT. A � 1336.52 1 336.52 732�42 336.52- ! 732.42 791.81 ' 1187.72 791.81 I 118 ! 1187.72 1 2 - 19 1 / X_ 26 336.52 732.42 692.83 ; 209.72 ' 456.46 _ _ 209,72 456_46 ; 493.47 7�0.20 : 493.47 1740.20 740.20 1319 ---- 1 /8 X 38 3/� 209.72 -8' 1317.66 209.72 429.55 152.75 -, 271.83 359.41 539.12 359.41 5�3-9.12 539.12 14 31.23 131.23 i19 1 /8 X 50 5/ . _ ---- --� - --- 152.75 -- 77.46 •. 127.29. : 152.75 - 135.81 _193.92 139.09 -T-- 135.81 194.97 319.55 460.17 319.55 , �479.33 ; 479.33 145 ;19 1 /8 X 56 1 /4; 94.13 94.13 1.27.29 _ 97.48 1 97.48 1 19.85 136.64 ` 2$2.02 423.03 282.02 - 423_03 423.03 _- 15 ______ 19 1 /8 X 63 65.97 - -- ----- 65.97--T--- 89.21 -_.._-------- 89.21 ---� -- --- 64.27 , y- ------ ---- 64.27 -- - 90.09 - - ---; -90.09 . ------ 212.62 y ; 212.62 -! 296 98 296.98365 _ 75 16 -- 49 19 1 /8 X ^72 _43____ _- - 43.49 - 3.49 126.96 158.81 _ _ ; 58.81 --- - ' 36.45 - ---- 39.83 -- 39_83 -T-------- ` 55.84 - ' 131.79 ' 131.79 ; 184.08 ; 294.03 184.08 _ - ` 1 8 X 84 26.96 _ i 572.13 36:45 = 262.87` • ' 541.20 262.87 _ 572.13 __-_55.84- ! 262.87-_ T572.13 618.52 -r-_---r 927.78 L618.52_927.78 i 927.7$ 1557.41 1 H2 i 87 26 1 2 X 26 262 i 239.21 _ ' 157.93 ______ ___._ ' 323.48 ---- 1 157.93 343.74 i ------ 157.93 1343.74 1371.61 - 557.41 371.61 5----- �. 1 H36 1 /2 X 38 3/8t 157.93 131 20 31.51 ' 113.20 ' 143.71 1 13.20 ' 201.45 266.35 ---. 399.53 266.35 ! 399.53 399.53 ' 1 H4 - 6 1 2 X 50 5 S 97.25 � / / . -- - ------ 97.25 ^ -T---- - --- 93.89 - --- i 100.17 102.59 ' 100.17 1143.81 235.70 ' 339.42 235.70 - 353.55 1353.55 , 1 H45 � 6 1 /2 X 56 1 /4 69.43 69.43 - _' 93.89 65.51 71.58 ' ' 71.58 _ - ----- : 88.01 100.34 207.10 ! 238.83 ' 207.10 13.10.65 i 310.65 1 H 5 ' 6 1 2 X 63 48.44 i 2 / _ 148.44 -- - 65.5i _ --T -- 142:9946.98 - }--- 46.98 - r --- 65.86 ': 65.86 155.44.155.44_-12117.1111 f 217.1 1 267.38 1 H6 26 1 2 X 72 _ 31.79- / T !1/2 31.79 _ ' 42.99 26.53 26.53 128.99 - 28.99 40.64 1 40_64 ' 95.93 95.93 , 1133.99 133�99 214.02 - - 1 H7 26 1 /2 X 84 19.62 19.62 , - ! 471.75 ! 216.75 471.75 1510 1765 510 765 1765 22 i 37 X 26 ; 216.75 ' 471.75 216 75 ; 471.75 250.32 1216.75 122.22 ^ -- ; 266.00 1 122.22 - 266.00 287.57 ; 431.36 1287.57 j 431.36 1431.36 23 ---- 37 X 38 3/8 122.22 I 85.12 , 1 122.22 185.36 199.17 185.36 - 1108.37 }----- 85.36 151.911200.86 3Q1.29 200.86 301.29 i 301.29 50 5 8 ' 73.34 73.34 51.97 - ! 70.28 ; 70.28 1 74.98 - 176.79 174.98 _ 107.65 176.43 - ! 254.07 -- i 176.43 -_ i_ 264_.64 1264.64 245 i37 X 56 i 4 ! 51.97 / ! ':- 53.21 -- 153. 21 ' 65.43 74.59 r 153.96 176.06 153.96 - 230.94 230.94 25 37 X 63 36.01 -- ` ---r-- 136.01 23.47- 48.70 - 31.74 48.70 i 31.74 , = --- 34.69 134.69 - - - - j 48.62 -- - 48.62 --- _- 114.76 1114.76 _I ! ! 131.61 i 160.30 ' { 197.41 _ 26_ 37 X 72 23.47 i ! ^' 19.46 19.46 21.26 -- I {.29.81 Z9.81 170.36 -- ! 70.36 ----- ! 98.27 198.27 - 156.97 -- 27 37 X 84 - ' 14.39_ _ _ 14.39 --- - ! 417.04 - _t :. 191.61 1394.49 191.61 - _21:'26: 417.04 _ ' z--: „r,191.61 - T- '----- ; 4J 7.0.4 450.85 j 676.28 _I- j 450.85 - i 676.28 ' 676.28 i 32 53 1 /8 X 26 ` 191.61 - -- -i-- - r -� -- -Y- 14 231.50 ; 347.25 1231.50 347.25 347.25 33 L5_3-1 /8 X 38 3/8 98.38 149.02 j 98.38 201.51 j 98.382.4 i 65.45 ; 83.09 _ 65.45 - 1 1.fi 47' �:194.00 .. ; 231.01 `. 154.00 231.01 _ 231.01 3 4 � 3 1 /8 X 50 5/8 5 6. 23 ! 56.23 �- 65.45 76.04 _----�--- r- - ! 56.73 ' --- ' r 81.44 - 133.48 -_' _-T-- + 192:22 133.48. 1200.23 - - ; 200.23 345 53 1 /8 X_56 114. 39.32 i ; 39.32 ; 53.17 4 53.17 156.73 S8.10 39.7$ •' 48.91 I 55.76• : 1<i5.08 t- 131.60 -- 115.08 172.63 172.63 35 53 1 /8 X 63 26.92 --' _ -___ -- -- 26.92 1 36.40 - _ 36.40 39.78 : _ Y- i 35.92 _ 35.92- . • - - 84.77 - -- - -- 184.77 ; 97.21 1 18.41 1145.82 36 - 53 1 /8 X 72 -; 17. 34 - i 17.34 _ ' 23.45 123.45 i - 25.62 25.62 -- - 21.77 _ { 21.77 51.39 51.39 : 71.78 ; ' 71.78 1120.81 37 X 8 0.51 53 1 /8 4 1 _-� 10.51 14.21 i 14.21 15.53 ; 15.53 SERIES 1.000 & 1500 FLANGE VERTICAL ' FLORIDA EXTRUDERSINTERNATIONAL, INC SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES _ r+ - TITLE: jar ilNr SHEET 2 OF 2 :,��-, i! R, -r ;��!�+ �� �� : - I _, ��k; �uzoo J �J v xz i _j NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY:r j APPROVED BY: FASTENERS REQUIRED .AT B) DESIGN PRESSURES GIVEN EACH END. ARE FOR _ 1.5 X ri-F� 9 i" ` '"�- sCAI�E: l!_! DwG.: '_ ���9 L r1 2 DATE:) 1 % _°- SHEATHING.. BY OTHERS STUCCO _J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'O'D (SEE NOTES) CAULK BETWEEN DOOR FLANGE & SHEATHING / a o,4 EXT-P vIDElkS SLIDING GLASS DOOR FRAME SILL — INSTALLATION ANCHOR #8 SCREW. TWO BY WOOD BY OTHERS V I 1/4' MAX. SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS I DOOR FRAME HEAD TEMPERED I. GLASS (TYP.) DOOR HEIGHT pEMBEDMENT a .6 c 1-1/4' MIN. c D C LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCONuAll _ SECTION A -A FE --4 DOOR WIDTH /4- MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS i SLIDING GLASS DOq? HOOK STRIP SHIM AS REO'D. (SEE NOTES) INSTALLATION ANCHOR #8 SCREW CAULK BETWEEN DOOR FLANGE & SHEATHING SHEATHING BY OTHERS TEMPERED GLASS STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK LSTUCCO ❑R SIDING BY OTHERS SECTION B-B HOOK STRIP DETAIL A NOTE- 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) u8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH T❑ 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. j 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. / 5) -USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING- B B PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN._ 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB i SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS - 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. EXTERIOR ELEVATION 14) SECTIONS NOT ALL CONFIGURATIONS &SHOIOK STRIP OVE DETAIILE PPLYNON THIS TO INSTALLATION GOF ALLVER A PROVED LAiION CONFIGURATIONS. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS I000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. 12002 r DESCRIPTION DATE INI -F LU RIDAINT. I-XTRI DC.RS SANFORD FL, TITLE. SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/01 SCALE: NTS DWG #fLEX0027 SHT I OF m7m #8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOORQUANTITIES SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 6I PSF TO UP TO 46 PSF PSF TO 61 PSF TO 70 PSF CQNFIGURATIDN 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 XX, OX, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 44 44 7406e XX, OX, XO 60 X 80 6 6 6 84 4 4 XX, ❑X, X❑ 72 X 80 8 8 8 8 4 4 4 xx, Ox, x❑ 96 X 80 10 10 10 8 8 .8 8 4 4 4 10068 XX, DX XO 120 X 80 12 12 12 6 10 10 10 5 5 5: 5090 XX, OX, X❑ 60 X 96 6 6 8 10 10 10 5 5 5 6080 XX, ❑X, X❑ 72 - X 96 8 8 10 10 10 10 10 5 5 5- 8060 XX, DX, X❑ 96 X 96 10 12 12 10 10 10 5 5 5 10080 XX OX X❑ 120 X 96 12 12 12 12 6 6 6 50100 XX, DX, X❑ 60 X 120 6 6 8 6 8 12 12 12 6 6 7 60100 xX, ❑x, xO 72 X 120 8 10 0 12 12 12 6 7 8 80100 xX OX xO 96 X 120 0 8 8 8 4 4 4 9068 ❑X❑ 109 1/8 X 80 12 12 12 8 8 4 4 4 12068 ❑XD 145 I/8 X 80 14: 14 14 8 8 8 4 4 4 15068 ❑X❑ 1 181 1/8 X 80 16-:. 16 16 8 10 10 10 5 5 5 9080 DxO 109 1/8 X 96 12 12 12 10 10 10 5 5 5 12080 ❑XO 145 1/6 X 96 14 14 14 10 IO 10 5 5 5 15080 ❑X❑ 181 1/8 X. 96 16 I6 16 12 12 12 5 7 8 90100 ❑X0 109 1/8 X 120 12 12 � 12 12 12 1 8 120100 OX❑ 145 1/8- X 120 14 14 14 8 8 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 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 106 5/8 X 120, 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 4 4 14 8 8 8 4 4 4 10068 OXXD 119 5/8 X 80 12 12 12 8 8 4 4 4 12068 OXX0 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 ❑XX❑ 191 5/8 X 80 18 18 18 8 1 10080 ❑XX❑ 119 t/8 X 12 12 12 10 10 10 10 5 5 5 12080 ❑XXO 143 5/8 X 96 14 14 14 10 10 10 5 5 5 16080 ❑Xx❑ 191 5/8 X 96 18 18 18 1 12 12 12 6 7 8 100100 DXX❑ 119 5/8 X ' 120 12 12 12 12 12 12 6 7 8 120100 OXX❑ 143 5/8 X 120 14 14 14, 12 12 12 6 7 8 160100 ❑XX❑ 191 5/8 X 120 18 18 19 4 4 4 10068 XXXX 11 1/4 X 80 12 12 12 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 10 10 10 5 5 5 10080 XXXX 117 1/4 X .96 12 12 12 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 1 16 10 10 12 5 7 8 i00100 XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 7 160100 XXXX 189 1/4 X 120 16 16 19 12 12 - i IFLORIDA EXTRUDERS INT. IN. SANFORD, FL. TITLE. SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS �. -... ENGINEERS DRN: BB DATE 12/21/01 ANCHOR NOTES 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE; CIVIL SCALE- N.T.S. DWG. "� FLEX0027 FL. REG. NU: REV. LETTER: SHEET, 471RP P n;7 a PLA.N�:�-169211-1-�,,�-I..---�----- VANGUARD/FOX & JACO B I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON —SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUS —CONTRACTORS. EACH SUB —CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 5. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK 5. ALL S4"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = I'—O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0"_ ALL I?XII PLANS ARE DRAWN TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = BASIC WIND SPEED - W M.P.N. (FASTEST MILE) 110 MP.N. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT * 0.18 (INCLUDED IN DESIGN WIND LOAD) DE51GN WAND LOADS - WALLS = +22 , -15 PSF - ROOFS = +20 , -20 PSF (-30 P5F AT OVER14ANGS) SHEET INDEX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN, WALL SECTIONS, FOUNDATION DETAILS A2 - FLOOR PLAN, INTER. ELEVATIONS A3 - EXTERIOR ELEVATIONS, ROOF TRUSS LAYOUT (A3-B.1: 'B' GABLE DETAILS) A3.1 -STRAPPING SCHEDULE A4 - ELECTRICAL PLAN, ELECTRICAL RISER, PLUMBING RISER A5 - PRECAST LINTEL PLAN A5.1 - PRECAST LINTEL LOAD TABLES Si - STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS -VANGARD / MRRICAME ENGINEERED BY: Fox& JACOBS ENGINEERING BIOMES n.omi q .rw 4*40 w w U of w O H 0 sil 29- $s �-. i$sa LL � rn S � a N �11 ]all do.kw.d bv:A ter. C tllAl n A nq Of FlBERGLA55 51-1I143LE5 OVER IS• FELT OVER T/I6" OSB. OR 12' CDX R-Is INSUL- WOOD TRUSSES STRAPPED Nyl AS SHOWN ON TRU55 _._ LAYOUT - D 2 P.T. OYER DO GDR - OR CONT. ALUM. FASCIA OVER 2X6 SUBFASCIA W/ V2' DRYWALL ONT- ALUM. VENTED SOFFIT OYER DOFURRING OVER R-5 INSUL LINTEL BLOCK WA 5 BAR WINDOW UNIT PRECAST WITH (1) • 5 WHEN 6 FT OR GREATER 31,r° CONC. SLAB W/ PRECAST FIBERMESH OVER 6 CONC. SILL MIL VAPOR BARRIER MASONRY FINISH OVER OVER TE(311TE-TREATED, cm CI'IU BLOCK W/"5 DOWELS WELL COMPACTED FILL a SHOWN LOCATIONS ON FOUNDATION PLAN - GRADE 2 • 5 BAR5 1-1. 1 WALL SECTION @ WINDOW: CMU—ONE STORY WAW 31/2 cONC. SLAB WiFIBERME51-1 OVER 6 MIL COMPACTED FILL CMU 2 • 5 BARS G MONOLITHIC SLAB __ CI IU ONE STORY • 5 HORIZ. CHAIR BLOCK CHAIR BLOCK UNDER FRAME FIBERGLASS SHINGLES OVER 15• FELT OVER T/I6" OS.13. OR 12' COX R-19 INSUL. WOOD TRUSSES °�N STRAPPED AS SHOWN ON TRUSS LAYOUT 1/2* DRYWALL DC2 P.T. OVER IXS CDR OVER 2X6 r" DRYWALL OVER 5UBFACIA CONT. ALUM. IX2 FURRING OVER VENTED SOFFIT R-5 INSULATION LINTEL BLOCK W/ 1.5 BAR 31/i' CONC. SLAB W/ PIBERMESH OVER 6 MIL VAPOR BARRIER OVER TERMITE -TREATED, WELL COMPACTED FILL — MASONRY FINISH OVER CM BLOCK W/S DOWELS s SHOWN LOCATIONS CN FOUNDATION PLAN AL GRADE 2 •5 BA WA WALL SECTION: CMU—ONE STORY —MONOLITHIC WALL SECTIONS: MONOLITHIC 3'/i' GONG. SLAB W/FIBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL = 1 • 5 REBAR CONT. M GRADE THICKENED SLAB NON BEARING ENTRY — CONC. PATIOS NON LOAD BRG. WALL I • 5 REBAR CONT, 3V2' CONC. SLAB W/ NAIL FIBERMESH OVER 6 xa LINTEL MIL VAPOR BARRIER t0 '. /�-FILLED W/ OVER TERMITE -TREATED, 0' !IY CON1. WELL COMPACTED FILL j i VERTICAL • REBAR e SEE PLAN DEPRESSED SLAB SINGLE COURSE Z NON BEARING® GARAGE LINTEL ORNER BAR N. P W/ STD. NOOK • 5 BAR GMU C. FILLED TOP COURSE W/I • 5 LBR LINTEL BEAM REINFORCING ANCHORAGE T.APGON: BLOCK TO EXT. FRAME SHEAR STRENCsTH CONNECTION (TYP. SPACING) TAPGON: 3n6" e 12" o.c. EXP. BOLTd2' 48" O.G. J-BOLT: 1/2' s 48" O.C. X TEST REPORT • 150-20068/ aTI PROFESSIONAL SERVICE INDU5TRIES,INC.SEE MFG, SPECS. FOR BIT SIZES 4 TECHNICAL iNFCRMATiON EXPANSION BOLTS: eAWLs PRODUCT LOCATI EMB DIA. MIN. E ALLOWABL LOW DEPTH DISTANCE PULLOUT SHEAR GROUTED 25, �. - 15" 161 LBS. IT65 LBS. RA!)g--BOL MASONR RAWL-BOL CONCRET 3" I2• 25° 1531 LBS. 253T. LB5. MAXIMUM SPACING OF FILLED CELLS_ UNGROUTED CELLS THAT CAN RESIST .A ICD MP_H. LOAD 13ESIGN WALL PRESSURE T = 22 PSF MAXIMUM ALLOI-IA13LE TENSION ON HOLLOW CORE WITS IS 25 P.S.1. - AL.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTEO WALL = 95.43" (MA50NARY STRUCTURES AC.I ) M = wl•1 /8, 5 = WL•LX12/ 8XT = 95.43 . ! - 10.4 FT, USE 8'-D' HDRIZ. SPACING - 9'-4" CEILING MAX. (FS = LEI) USE 6'-O" HORIZ. SPACING - I0'-0" TO 12-8' CEILING MAX. 115E 6'-17" HDRIZ. SPACING - 12'-8" TO 18' CEILING MAY.. H ADD LINTEL W/ (1) #5 CONT. E 9'-4' HE-T. (-/- 8") DETAIL DENOTES PIPE PASSING THROUGH DETAIL DENOTES PIPE STEM WALL PASSING THROUGH FOOTING SLEEVE SHALL BE GROUTED SOLID 2 SIZES LARGER THAN SLEEVE SHALL BE AROUND PIPE PIPE PASSING THROUGH 2 51ZES LARGER SLEEVE THAN PIPE / PASSING THROUGH 1 -- THICKENED \` SLAB UNDER SEE FOUNDATION PLAN \ vi FOR REBAR QUANTRY •5 REBAR WITHIN FOOTING\ / W/ 25" MR SPLICE OVERLAP \I� � CONCRETE FOOTER (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL WALL SECTIONS: MONOLITHIC �. slab PATIO FLR �I a I I 9 4• DdW6'_5" MAXIMUM SPACING OF FILLED CELLS_ UNGROUTED CELLS THAT CAN RESIST .A ICD MP_H. LOAD 13ESIGN WALL PRESSURE T = 22 PSF MAXIMUM ALLOI-IA13LE TENSION ON HOLLOW CORE WITS IS 25 P.S.1. - AL.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTEO WALL = 95.43" (MA50NARY STRUCTURES AC.I ) M = wl•1 /8, 5 = WL•LX12/ 8XT = 95.43 . ! - 10.4 FT, USE 8'-D' HDRIZ. SPACING - 9'-4" CEILING MAX. (FS = LEI) USE 6'-O" HORIZ. SPACING - I0'-0" TO 12-8' CEILING MAX. 115E 6'-17" HDRIZ. SPACING - 12'-8" TO 18' CEILING MAY.. H ADD LINTEL W/ (1) #5 CONT. E 9'-4' HE-T. (-/- 8") DETAIL DENOTES PIPE PASSING THROUGH DETAIL DENOTES PIPE STEM WALL PASSING THROUGH FOOTING SLEEVE SHALL BE GROUTED SOLID 2 SIZES LARGER THAN SLEEVE SHALL BE AROUND PIPE PIPE PASSING THROUGH 2 51ZES LARGER SLEEVE THAN PIPE / PASSING THROUGH 1 -- THICKENED \` SLAB UNDER SEE FOUNDATION PLAN \ vi FOR REBAR QUANTRY •5 REBAR WITHIN FOOTING\ / W/ 25" MR SPLICE OVERLAP \I� � CONCRETE FOOTER (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL WALL SECTIONS: MONOLITHIC �. slab PATIO FLR �I a I I 9 4• DdW6'_5" v I1'-5 PRECAST 5.5-0. THRESHOLD =p I - I I I■ 1 � ( 1 ❑o o I � 010 I fII I FINfSH FLR I 9 I I II I 1 C I I ■ I II I FOUNDATION SLAB NOTE: 5 1/2" ONC. SLAB w/FIBERHE51-1OVER OO T M f, MIL VAPOR ( ER ON B III I CLEAN, YVELLCOMPACTED TERM TE- �' II RFS15TANT TREATED PILL OR "RECRUIT 2" 5Y5TEH (TYP.) O n I a I N. �I I■ IIII s °I t I� I I AC CHASE I COND- I _ tNIT.1 W I � - I ■ i1 °• Dew I ' Z I = I I � I I tL I GAGE FLR � ■ 6l I �' i ■ ■ I I I a r D0°" yaWES ! 20'-0" a ENTRY FLR , r I I I • ' NOTE: DOUBLE LINTEL F— I GABLE END DETAIL SHEET I ■ ■ ® = s — _ ■ ■ A3-8.1 (ELEV. 'B' ONLY) 3/4MCESS AT GAR.4°E DOOR THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE HO MP.H. B SECOND GUST WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE 200I EDITION. RVIRRMWE ENGINEERING (407) 774-9003 FAX: (407) 774-6477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716F; THOMAS J. ANDERSON PEI/ 47819 U-N O oa :S? �Ya• u'S li o •e9� �� Rg3w seo Ls� SYg (fl ; fag' E �33s Us EE23 u` 2.5 revisions: Dale: Mwn Ey. o3 00n - designed by: nl drawn by: M desgn ch.: by: a. -date: 01-22-01 sheet Al of SHEAR STRENtsTN I W. KITCHEN A KITCHEN B SCALE- 1 .71--0" 5CALE-'i4"=1'-0" 6 LIiHT S1RIP 1 • LPT. VATd1Y roe U17i, F==- OPT. v"Ty AU VAD30 VAD36 BATH oPTryvaoz10 C BATH D SCALE- '4"=P-0" SCALE- '4"=Y-O" II VTPRIOR PI F Y 4TIO VS SCALE = 1/4' =1'-O" LEGEND TIE BEAM 6 8'-O" AFT. NOTE: ALL INTERIOR WALLS TO BE 3 1/2" U4.ES5 OT14EFWSE NOTED. NOTE: ELEVATION 'A' SNOUR 50. FT. CALCULATIONS LIVING 1692 � LANAI 0 ENTRY 38 * OTHER O * GARAGE 3SI TOTAL AREA LINMR ROOF 2121 -TOTAL AREA.-, `••' ` :_ - --= 2161 d1; NOTE: SEE FOUNDATION PLAN FOR FILLED CELL LOACTION ALL STRUGTURAL WOOD HEADERS TO BE DOUBLE 2" X 10" UNLESS NOTED OTHERWISE HE PATIO SW S ! no SH-25 b._ .� (+22/ -29) (+22/ -24 EGRESS LaaT-. sswvs B068 S.G.D. 1 io (+21/ _23) PEf-'. VNYL lobe 6' RAT I 1 I KITCHEN VINYL 14'-0 U2° 3'-2' vF1TL 7E68 8 RAT 5'- • e' FLar l'-4° 9'-5" i Or ua DAD 0 B DRY W M. BEDRM CARPET S:IF1VMi DRYER ENT- 2X6 UEWLL1 ' B' FLAT I v c , - -i-� 2X w• BaeroP — — lfRrL 8' Fur 7060 VN1 7666 * WETWALL W'' I 11 .I.G. II CARPET II V FLAT m ' 1-R 1 5 - 26b5 Y-2 " -6 W GREAT RN BEDRM #2 CARPET NB, ® e' RA? SUQIFR CARPET E' RAT CAWET WFLAT VYTL WETWALL WETWALL W RAT 10'-5" 3-0" 3'-1" Y%e 5'-0 60e0 BI-TOLD 11 Jbbe G - Y V A/G WIT-I— =66D ' 206b _ 60M BI-FOLD \�/ AK PLATrORI BT E UM1 R I X 54"E9 O fIT FOYER J66e 1C ACCE551 IAT7TL vINn Lies LOCA? _DI _ 6 FLA. NOTE: AIR HANDLER TO HAVE a+ MIN. OF 4" CLEARANCE ON -_ ALL SIDES AND ENCLOSURE SPACE SHALL BE MIN.12" ^1 #3 D06& BMW WIDER THAN APPLIANCE +21/-2 CARPET aFLAT ENTR 2-CAR GARAGE (r CQ1G CONG. V FLAT t B' RAT \BLOCK B VOµ CHORDS 0//C` — — — — — — — — — — — — — — — — — --- \/ F��� EGRESS I I DBL-25 I I (+21/ -28) -231 I O.H.D. 1.2--0" 3'-0" 3'-0" l'-0° 20'-0' FLOOR FLAN SCALE = 1/4"= 1'-0" VRR/CAIYE ENGINEERING (" --WD3 FAY: (IDT) 77 - 77 P.O. e0Y 161613 1LLTIWOIRE 6PFWG5. R 32T16 P JUN 0 4 TH— J. ItAER PER 47819 V) O ft Z J^ I1 W kw oW O� jO I- Z :as ^oho i� J a:b e>s !!Qnn ��s€ � x ;1 N cej. E_ 8i: r— a9E' :s9EEs L c'35 E gg� Aso revisbns: designed by: rg - d1am by dmw design checked by aww date: OT-n-OT- sheet: A2 Of. 40-0-0 40-0-0 ROOF TRUSS LAYOUT 'A' NTT.& 12 NAIL VALUES: 5 BASED ON ON "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE S.Sc - 'NAILS AND SPKrS - 0-4-1 LATERAL LOAD DESIGN VALUES' tL4� SHEAR VALUE (Ibe.) Sd �3• T Imd lzsw ALL�LATILINGSW 12" $" 20 psf NOTE: SEE TRUSS r'IFG-'S ENGINEERING AND 7 psf LAYOUTS FOR TRU55-TO-TRUSS CONNECTORS 13C AD 0 psf BC DEAD10 psf ROOF TRUSS ANCHQRAr2E: NOTE: 1) USE (1) TYPE 'C' (OR MTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR eV AM CONNECTION (NLESS NOTED OTHERWI5E (UN.OJ 2) USE (D TYPE 'A' (OR MTERCHPNGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UD1OJ 3) USE EHUH26-N (OR INTERI-IANGEABI£ TIE.FOR ALL JOIST HANGER CONNECTIONS (UNO) 4) USE (3) Ibd OR (3) J31 x 3 V4' PASELODE GUM NAIL TO FASTEN JACK TD HIP GIRDER (TSB) 5) GABLE TRUSSES RECAJIM (1) TYPE 'A' OR (1) TYPE "C" STRAP AT 4W O/C FROM CENTER OF TRUSS. TOTAL: 37 psf OUR FAC: 1.25 8'-0" PLATE HT. SEE POST STRAPPNG ON 1st MID had FLR ' PNEU'fATIC EQUIVALENT MAY BE SUBSTITUTED FOR HAND NAIL DESIGNATIONS' ROOF PITCH 5 TA155 BEARNG — — — — 1EXilIRED � MASGIJRY Q FINI 51 3 SCORED o FMI --— �1-m• FM15N FLOOR - FINISH GRADE Corm SHINGLES I© w - FINISH GRADE ROOF PITCH S COMP. SHINGLES TRUSS BEARING d TEX D m-m" m FINISH FNISH FLOOR FINISH GRADE fwoF PMC14 5 SHINGLES pCi =CiJC=7 c.�.�cs�cz=c:�a� FRONT ELEVATION 11,411 00 SCALE = 1/4"= I'-O" DECORATIVE FOAM SILL FOAM DETAIL W/STUCCO COATING s SILL SCALE = 1/4 1'-0" OFF RIDGE VENT(TYP.) TEXTURED MASONRY FINISH LEFT 5I1F FLFU SCALE = 1/4"= I' -a" OFF RIDGE VENT (TYP). 4" 51LL DETAIL 3" NTS 2' ENGINEERING (407) 7 -9— F--. (a» na-"n P.O. BOX 161613 ALTAMB 9PRWOS. M 3Z116 VoMti J. ANDERSON PEe { 819 COMP. SHINGLES Q Q Z �— O� / O W J J (n W U) ON w LL W O W cl� wiw af 53'e� �3 5 .J a ` rn ill Y 9E`a $Fa revisions: 6atw: aa"n M. designed by. N drawn by. dmw design checked by. aww. date: M-22-01 sheet A3-A Of-. r � . STRAFFIN& 5CHEPULF - 5NP50N PRODUCT CODE META18 H5 MT516 L5TA30 141,1526 HUS26-2 . 115HA3.5ro/1.25 MBHA3.56/925 MBHA3S( /1125 HDSA 6P4 SP6 DESCRIPTION CONCRETE STRAP HURRICANE CLIP TW15T TIE STRAP TIE SINGLE FACE MOUNT HANGS DOUBLE FACE MOUNT HANG MASONRU HANGER 8" MASONRY HANGER 9.25 MASONRY HANGER 12" HOLDOWN TO 3" WOOD TOP PLAT ANCHORS 4X TOP PLATE ANCHOR 6X HEAVY GIRDER TIE DOU1N P05T ANCHOR d CAP 4x4 POST ANCHOR 4 CAP rox6 P05T ANCHOR 4 CAP 4x6 HEAVY TW15T TIE HOLDOUN TO 3" WOOD HEAVY CONCRETE STRAP A CONCRETE 5TRAP HOLDDOWN COMPLIANCE LISTING SBCCI 9603 NER 3133,422,432 NER 413 NER 413,443 NER 393 MER 393 SBCCI 9603 SBCCI 9603 SBCCI 9ro03 NER 393,463 NER 432,443,499 NER 432,443,499 NER 432 NER 421 NER 421 NER 421 NER 413 NER 393,469 NER 393,469 NER 393,469 NER 393 432 FASTENERS CI I 14-10dx1.5",(2 I 10-trod 4-5d, 4-5d 14-10d 22-10d 14-16d E 6- i&d 4-trod d 4-16d 18-10d, (2) ATR 3/4? x 8" 14-10d, (2) ATR 34"? x 8" 14-10, (2) ATR 3/4"? x 8"Au (3) 1/8"? A$, 6-10d x 1.5" 6-10d x 1.5" 8-10d 3/4"? or LBP 5/8"? 3-16d d 3-16d &-trod e 6-trod ro-16d E 3-trod 24-1Ed x 1:5" (2) 5/8"? (I I 14-10dxl.5" (2 f 14-10d (I I ll-lmdxl.5" (2 I 15-16d 24-1(od AND 5/8" OR 3/4" DIA AB DESIGN LOADS (LB5.) UPLIFT G am/ 5J i M A B MAX. - 1485 3t16 - 10000 8033 5955 (0050 28333 3100 410E 3100 443E 1215E - - - DFL/SYP 1500 100000 1&lE 1550 11110 108E 1115 1885 3145 3145 6465 -135 -135 Sro65 980 1E50 98E 145E 2115 1135 213E 4455 5PF 1495 265 860 161E 1355 2260 2260 4650 530 530 6485 100 150 100 1245 2E00 1495 1860 4455 G p E F ML MH MG O Q iz X HGT-2 5C4 BC6 BC4& HT520 HD2A HETA20 HHETA20 MTT285 AA BB CC GG II MM LL 00 "JUN -0 4 2 W �b drown b)r dmwrdesl" dalr. 01-2241 - sheet All Of: I I I LOAD TABLE MODEL 1692 QUANTITY EQUIPMENT AK CONDUCTOR OA 2 I RANGE 40A 2/P 8 I0p00 2 1 DRYER 30A 1/P 10 5fo I 1 DISHWASHER 20AVP 12 WO I I REFRIGERATORV155A T2 540 1 1 DISPOSAL 12 540 1 I WASHER I5 00 2 2 SMALL APPLIANCE 12 30M 6 6 GENERAL LIGHTING 14 6000 I I GARAGE DOOR OPE 14 1500 I 6 PADDLE FANS (Ib) 14 500 SUB-TOTAL(WATTS) 30380 I St. 10,000 WATTS AT 1009 10000 WATTS REMAINDER 40a 8,152 WATTS AG- 3000 WATT5 3000 WATTS TOTAL 21,152-240 WATTS TOTAL LOAD AMPS 88.13 AMPS SERVICE SIZE BO AMPS ELECTRICAL LEGEND 9 DUPLEX REC. ® EXHAUST FAN , q 230 VOLT REC. ® SMOKE DETECTOR WATER PROOF REC. SMOKE DETECTOR (WALL MOUNT) 4 PHONE w� GROUND FAULT REC. TELEV15ION 4J SWITCHED REG. Q MOTION BOX DI5C0DAEGT F--1 FLUORESCENT FIX Q FLOOR OUTLET ��..i TRACK LIGHTING $ SUTC4 3 WAY SWITCH FLOOD LIGHT S' 4 WAY SWITCH -� WAND. CEILING, FIX --�'e PO11ER BUTTIOIJ h -Y RECESSED LIGHT -fie DOOR BELL -L�-RECESSED LIGHT (VAPOR PROOF) (VCEILWG FAN PREWIRE -� RECE55ED LIGHT (EYEBALL) ® ELECT PANEL RANGE 8/3 W09 DRYER 10/3 W13 SMALL APP. 12/2 W3 LIGHTING GIR. 14/24 03 TO PPL TRANS 8' GROUND ROD 16'K ELECTRICAL RISER DIAGRAM / 150 A 4 WIRE 5ERVIGE 2" V.TR 1 12' VTR COMB. WV 2" KS. LAV 112" 3' I V2' 3" 3' W.C. 2' 3" 3' 711B 2' V.TR 3 2. LAV T 12' 2' WM 2" 3' 3' 3" WG 3' 3' 2' TUB 1692 PLUMBING R15ER OPT. ABC LOCAT7 6!_ II �1 I :ae se \ va.s 95 �� s 12.8 \ e3 CEILRY FAN (OFT) LFM \ 5, . ooR L ., Pr. I v\J F S / ❑Pr. � ❑ N g' gp % B$€3 a$sg UPGR T g 3 s �E Egl E e'er y8 S 2 3€ ELEGY I L jdg=: axr. aa�ey. SCALE = 1/4" =1'-0"„ NOTE: SEE ATTACHED HVAG FOR CORRECT PLAN: DO NOT USE - HVAG LAYOUT ON THIS SHEET: designed by. nl drawn by. dmw design checked b .. aww dale: 01-22-01 sheet ENGINEERING A4 (4W) Y74-9003 FA (407) 774-e4n P.O. e0Y 161S13 A.TAMONTE SMNGS, R 33TT6 THOMAS J. ANOERSON PE/ 47e19 Of I 7 F 398$n:1: 041010m :y-0* aijl1 5 DYiSik.§iYsan#•-sa rs ts090 .g�n's PIP i"$R^.-^^a m 0 0 A z z z i? I?z ■ � N J~i N F mN f t ( < Q yy! gg! ,qy� �}yyn (r) J n W �/ e Z 1 . 1 J J m Q O O O N to rn w � U a w �L J O J _ Q N J� w H > J> LLJ LL N QL U J W 7 0_ F- 00 W a LC � "gEa�a�„e7$7ig��6n o✓ o �So3oaa�s6�gaRR Y a 4. L O 0 4 0 I 0 4 Fi®0flun®a go RHEUM 109001110001111111000 0111100111111000011 HIM I I I � - I� 9 E! .° L. $ k c AST 6 TAI1 1692 LINTEL SCHED. Nv IV LINTEL NO. LENGTH TYPE GOMMENTS L 1 1-7'-4" aF12-IB/IT ALLIED LINTEL: A-13 L 2 -7'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 3 1'-6" 81"I6-I1B/IT ALLIED LINTEL: A-5 L 4 4'-6" 81`I6-05/IT ALLIED LINTEL: A-3 L 5 4'-6" 8FI6-05/IT ALLIED LINTEL: A-3 L 6 -7'-6" 8FI6-I5/IT ALLIED LINTEL: A-5 L i 4'-6" 8FI6-OB/IT ALLIED LINTEL: A-3 L 8 4'-6" 8FI6-06/IT ALLIED LINTEL: A-3 L 9 4'-6" 81,I6-05/IT ALLIED LINTEL: A-3 L 10 4'-4" 8RF14-OB/IT ALLIED LINTEL: A-3 W/ O v e o � LU_ O a 3.3 o U s on J I� a� Joo �S9 ° yx Q t ° o3i E g R 3 JJ p 6p•a ,dog �o5.o ca vU E W O e `raj! ry� jYp 9 - $ ° Out°-c O ° ` g ° o ° O m O O r mO Op� n m a m e.1 O _ �r_°1cv O O rry-`mgn mn�m nmcg m_° 0 Xm'- 8O8O `�A "�m m � ry^�� ��iv mmm(nrr 'Rn rni ivm ain v o_rym avr-g nIN In in � SQ QQQ4 QQQQ QQQQ Q Q Q a�Q,Q 00��0 a at ohm °_Ysew� oo c�V E., a °Op ap6ob�a awe -J z mm Q` iYi_ J < 43 iT� m tO ci oO 'n`o E �LoSea a° F e�onam,yto O•a ^`o_.o v i` s"Im pOe-FiE E. O�EJO�t< O v�V mV T £$o QE�'e S.a iE p' Z�ii ROE ��d.� .4"ig `�o� a�0 W°`�i Vea o_�a� a •o�p v CmE�.aip5 oIc a0_°O°D4t wSeSo iV YE a O $ug ioob6i Z0.`ak`�l6 >ia IT itj mQo.Odea 3Y5� to ge.. W **61 3�o'O�oo< E�UJEpu•8��t1� y-$ gQsa (/) _Q E..pO50 d0 Q=Yc2 a°�o�_ ashy 9'. �.R_"I_l_I: Eo ioY9s - °o"ugdEr�==`b oa=s--`n.�Y-��b 3>=�ioo s � '• 1:.— R/--�^sab�aVillj Owe Oir- U`° E°o E�e�`°V� o ° 0 o OeSv '.- W _ S Won_"____ n� a W `o$�3`1-9 o- Zoo�°,vs a�vS�iv Vim.°. e°1 IL �<��ee"�) • k_j # �-'�oa�o3e F=_-S+ o__op @es JJQ<S,Pii.R u�ud�i< Qi�« E.°iK nas�•�6�-i V E�Q1�tVri d����.+<�-m`orE `O�< �. �_ riaii ri a rod = r:m < 4 r 6 c �= rimy ri mr oc Z=ririrei .uygR1E5 AS PER TABLE 8F12—IBAT 81RF14-015/IT 8FI6—IB/IT n a rr- m a _ m a O m n m m 5m W o°oo *°ov n ynmg o� m O pO O woov_K gmmroi anm n m o J�p� ma nt .ma W o 00 n� �i m 'r O- n n •oo O n �i p 0 -w x v m0 O m ry$ m � aQ1 m.tl1omn v<mm ry Q C1 �f �� O m ry ry m ry r� m ry n n g m o N ry m Y Y1 t- P - J Q Q QQQQ QQQQ Q Q Q Q Q - I I LINTEL SECTIONS REBAR AT TOP F . FILLED WITH GROUT / U " UNFILLED MIN. (U REQV QUANTITY OF '5 REBAR AT CLEAR I BOTTOM OF LINTEL CAVITY �7 CMu. 8F1&—IB/IT m\ Z LL%JANTITY OF -5 T Ev GROUT REBAR AT TOP ZNOMINAL HEIGHT • • -5 REBAR AT BOTTOM e • OF LINTEL CAVITY &F I6-OBA T BOTTOM REINFORCING NOMINAL WIDTH 5/8"ACTU PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) TYFE DESIGNATION 1692 LINTEL DIAL. Q 31NEERING SCALE: N.T. SJUN O 03 L c r b r 2 NQ _N j so m 0 r• W ocp v � c ro u t0 0 . O a� N� Ltt.Lnz'�. V Q 0 J W Z J _=e= �e J -- U` lei. =FSE /� 08$ V �• co Zane s' r eyFF revisions: Ca,e- wn py designed by. nl drawn by: dmw design checked by: aww date: 01-z2 01 sheet: A5 of: • r CAST-CRETE SAFE LOAD- TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS 1. Fa -precast lintels = E psi. 2 f'c prestressed Ilntels = 6000 psi- s f'c grout = 3000 psi w/ maximum 3/8" aggregate. q Concrete masonry units (GMU) per ASTM G90 w/ mfnfmum net area compressive strength = Ig00 psi. 5. Pm provided in precast lintel per ASTM A615 &R60. Field rebar per ASTM A615 GR40 or GR60. 6 Prestre5sln strand per ASTM A416 grade 270 low relaxation. 7 7/32 wire per ASTM A510. 8 Mortar per A5TM C210 type M or 5. GENERAL NOTES L Provide full mortar head and bed joints. 2 Shore filled lintels as rectuired. 3 Installation of lintel must comply with the architectural and/or structural drawings. q Lintels are manufactured with 5-1/2" long notches of the ends to accommodate vertical cell reinforcing and grouting. 5 Alf lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/I50. 6 Bottom Field added rebar to be located at the bottom of the lintel cavity. 7 1/32" diameter wire stirrups are welded to the bottom steel for mechonicof anchorage. a- Gast -In -place concrete may be provided In composite lintel in lieu of concrete masonry. units. g Safe load ratings based on rational design analysis per AGi 318 and ACi 550 SAFE LOAD TABLE NOTES I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than Safe foods for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast [Intel. 6. One 47 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe food tables by calculating the moximvm 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- ,1, All safe loads in units of pounds per linear foot. NOTES: 8" PRECAST W/ 2" RECESS DOOR U—LINTELS GRAVITY LENGTH TYPE eRu6 BPF6-IB DRFIO ORf4.HB 0R19}IH ERF33 4'-4' (52") PRECAST 14Bq 15g1 5053 2982 5454 442q 5904 6550 1527 5412 4962 6412 1947 9416 10810 4'-6' (54") PRECAST 1orl 11 2152 2714 3600 4481 5375 6264 f102 3412 4g82 6412 1441 g416 10575 5-5" (68") PRECA5T 765 832 1602 1550 2050 2566 5075 55b5 05 2162 4074 6472 6546 5514 683q 5'-10° (70") PRECA5T 135 1lq I500 1444 1g24 2400 2816 5952 1103 2051 soil 6472 6516 5450 64u b'-5" (80") PRECAST 822 401 16" 2`133 2516 3223 5612 4522 1107 1671 2g33 4100 6130 8117 61ol -1'-6" (-10') PRECAST 6(5 761 oil 2252 1955 2451 2444 543q 164 1371 252g 360q 54g2 6624 5152 q'-8" (116") PRECAST 371 420 054 1253 10-11 1 1542 1614 1886 535 928 14g7 "7.1 12616 35g5 ]B 8" PRECAST W/ 2" RECESS DOOR U—LINTELS ►s*-CRCTY UPLIFT LATERAL LENGTH TYPE eRF6 w- e�la- egF10- BRW (52°) PRECAST 1513 2413 5260 4112 4g61 5825 151q 235q 3170 4005 4050 56gb(54") PRECAST rq24' MCI 2511 3121 3957 4156 55-M 1455' =40 3056 3831 4645 453 (65") PRECA5T IIl2 II95 2423 5055 36" 4525 SolSol 1152 1741 2551 2918 5603 4250 (70°) PRECAST 1138 1142 2352 2 65 9581 4198 46q 469 0qb 10gg 1690 2288 28g1 34g1 4106 (80") PRECAST TB 852 1513 20421 2513 1 5642 830 1100 118 456 146b 5 5563 (q0") PRECAST 605 6g1 1325 3 5227 110 941 650 649 1502 0 3157 (II6") PRECAST 533" -3 808 !M$ 4 Igg5 516 614 533 521 1009 8 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U—LINTELS 8" PRECAST & PRESTRESSED U—LINTELS GRAVITY i�'PE LENGTH �5 OF 12 3 2 8F z 8F12-IB 6FI6-IQ JE DF24-01DF28-18 5F32-0 2'-10°(34") PRECAST 230 3166 44- 6039 1526 9oa4 10472 IIg36 3166 4473 6039 7528 g004 10412 IIg56 3'-6° (42") PRECAST 230 - 5L 39 4684 6001 1315 0630 9941 5166 4419 6039 7526 9004 10412 11956 4'-O' (45") PRECAST 202 2325 2496 3461 4455 5410 6384 1358 2646 4413 6039 7526 g004 10412 11936 4'-6" (54") PRECAST 1651 "a7 Igl3 2651 3403 414q 48g6 5644 2110 4027 6059 7526 g004 10412 — 5'-4" (64') PRECAST 1184 1225 I'ot Ibo41 2511 2826 5356 5046 1665 268q-V5O5rl 60gb 5400 6424 1450 PREGA5T q72 1000 105q 158q 2304 2121 B13-1 1459 2464 5456 4431 5280 6122b'-6" (78") PRECAST q5l 1255 2101 2146 5550 5911 4555 2101 5260 1134 bgg5 bb90 T-6" (90") F'REGAST 167 1029 1615 1994 245q 268b 5533 1029 I615 583q 5596 6615 5047 q'-4" (112") PRECAST 5-r3632 1041 1210 14o2 1154 2021 765 1212 IBIS 2544 3469 403o 3121 PREGA5T 456 452 655 bo2 1025 n25 1514 915 2081 1122 21714 132e 5130 1535 2404 I I'-4" (136") PRECAST 445 598 590 `I3s q35 136s 1365 1054 IH54 2555 2441 IIg3 3155 2075 4044 PRC-CAST 414 545 664 1254 IbB9 2014 1510 Isis 555 564 t254 1693 2211 2832 35g0 13'-4"(160'7 PRECA5T 362 421 126 1025 031 1635 24 12 1416 455 1, 1016 143E 1855 2543 2920 14'-0"(168") PRECAST 338 581 646 119 1190 1462 tool 1260 455 100 1 1005 1355 1114 2153 2666 14'-8' (I16') PRESTRESS N.R. NR NR NR 1d2 NR NR NR 465 165 1370 2045 2610 3185 3165 I5'-4' (164") PtRESTRE N.R. NR NR NR NR NR NR fd2 420 bq5 1250 I555 2370 28g0 5410 IT-4" (208')PRESTRE N.R. NR NR w NR NR NR NR 310 53o 950 1400 I800 2200 26 00 Iq'-4" (252")PRE51RE55E N.R. lag NR NR NR NR raz lag 240 400 l50 1090 1400 1120 20,30 21'-4"(256")PRE5TRE55 N.R. NR NR NR NR NR NR 153 330 610 q40 040 1780 2110 22'-0"(264')PRESTRE55E N.R. NR NR NR NR NR NR NR 160 500 510 810 1250 1660 Ig10 24'-0"(2B8")PRESTRESS N.R. NR NR f$ NR NR NR NR 150 240 4]O l20 1050 1350 I610 CCUPLIFT LATERAL TYPE LENGTFF HF8-IT H 12-IT BFI6-1T O-I BF24-IT bt`28-I bF32-IT 8U8 Bf8 8F8-2 HF2-ZT BFIb-2r 2o- F24- 28-2 2- 2'-10'(34') PRECAST 2lrr 21175 4101 5332 656q 7811 go55 2021 2021 2127 2164 5g81 5190 6407 1650 0057 (42") PRECAST 2165 228q 3260 4231 5219 6204 7142 125T 1251 2165 2215 5165 4125 50qI 6061 7036 4'-0" (459 PRECAST 1815 lgbq 2552 5680 4532 55DI 6245 q38 938 Iola Ig25 2150 3553 4422 5264 6110 4'-6" (54") PRECAST 1660 1162 2501 3251 4010 4767 5525 -127 727 1660 1105 2455 3111 3g13 4658 5406 5'-4" (64") PRECAST 1, 13 1464 2110 2141 35-M 4010 4645 505 505 I5ga 1457 2050 2670 32 5 5920 4549 5'-10'(70') PRECAST 1272' 1357 1450 2505 3064 3665 4241 418 418 1212 1515 1575 2441 3010 3583 415T (78") PRECAST 1141" 1200 1153 2250 276q 5240 561'2 707 887 1141 1182 1654 21g2 2103 3216 5752 l'$" (40") PRECAST 95q" 912 1415 1914 2554 2191 3240 Sql 657 gqo lo29 1466 1907 2351 2191 3245 012") PRECAST 501' 6I2 qw 126g 1560 1552 2144 454 630 801 I55 1112 1550 IgIO 2211 2634 PRECAST 116" 440 145 1021 1 1261 1496 1731 3qb 4q3 lib bit 1054 135q 1 1111 12054 2356 (136") PRECAST 666• 43q 6q6 Mq 1104 130g 1515 363 556 666 555 905 12g5 1595 sqs, 2115 12'-0'(144") PRECAST 601• 400 651 etb loot n56 1312 340 4g4 631 486 915 120 1514 Ilqq 2086 13'-4"(160") PRECAST 500" 34o 552 656 841 997 1155 302 398 5l5 409 662 1004 1361 1631 oqI 14'-0'(1(,8") PRECAST 456" 316 493 635 118 q22 lobs 286 560 548 516 62q q22 1254 1561 I816 14'-8" (I76') PRES 243 2g5 45q 541 l24 857 g90 N.R 357 243 552 562 552 1156 14g1 1142 (154")PRESTRE5 228 21" 430 553 bT 501 q25 N.R. 327 22B 524 542 - -fit 1072 too, 1616 IV-4'(208")PRE57RE55E 185 188 236 216 361 44g 464 649 5b7 814 610 1121 114 138q N.R. 255 (232°)PRESTRESSE 165 207 313 401 490 57B 661 N.R. 204 165 23q 583 550 136 q4O 1160 21'-4" (256') PRE5TRE55E 145 156 2"18 356 433 512 5g0 142 212 336 41l 635 H 01 qq3 N.R. 172 22'-0f264')PFZE5TF1F55E1N 140 too 268 343 41b 4q3 568 N.R. I61 131 205 322 45l 601 1 111 44l 24'-0f288")PRE5TRE55E 127 465 244 312 550 1 441 515 N.R. 135 124 IBb 290 40B 53B 6B0 B33 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR NOTES: ALLIED LINTEL TABLES MATERIALS 4 INSTALLATION I. rebar in precast lintel GR60 per A5TM A615 2. rebar in poured beam 6R40 per A57M A615 ,3. Vc for precast Ilntels=4000psi 4. Vc for field concrete=3000p5i 5. concrete masonry units per A5TM G-90 mortar per A5TM G270 type M or 5 6. calculations by: Richard 0. Newman, P.E., Riddle -Newman Engineering Inc. 7, shore ail composite lintels 4" O.G. 5. all composite beams calculated with 1#5 in top of beam 9. safe loads based on nominal 8" bearing (4" minlmum). 10. all loads shown In pounds per linear foot II. for lengthes not listed use next longer length for safe load Uf FIELD REBAR '5 GR 40 m � I- C1" w- ul (L J d) Q Q F CONCRETE FILL w Q FIELD REBAR Q "5 GR 40 r 1-5/8"ACTUAL ALLIED GRAVITY SAFE LOAD TABLE FOR 8"" CONCRETE "U" LINTELS LINTEL NO. LENGTH UNFILLED FILLED FILLED FILLED PILLED" FILLED" FILLED PILL FILLED A -I 2'10" 654q - 6257 10125 12000 12000 12000 12000 12000 A-2 3'6" 3b38 3858 5231 5552 11440 12000 12000 12000 A-3 4'6" 2081 Ig14 336-7 4616 4506 126q 8601 1g24 A-4 5'10" 1128 1080 1810 2483 5536 3g13 4631 5550 A-5 1'6° qO2 1056 1844 2542 5214 402g 47gO 5522 A-(O 9'4" 656 636 1112 1554 Ig94 2456 2902 3346 A--T 10,6" 4811 483 841 11'TO 1522 1857 2217 2556 A-% II'4` 502 6 22 1125 1530 2 002 2455 2431 3384 A-cl 12'8" 421 488 1100 1224 1604 1968 2560 2721 A-10 13'4" 343 41q -114 1053 1351 16-12 2024 2341 A-11 14'O" 542 313 bqO 938 1235 1510 1808 2091 A-12 14'8" 505 554 618 542 1105 I352 1624 187q A-.15 1'714" 272 255 436 bli 808 q88 1188. 1380 A-14 9'4' 250 395 4q6 850 1138 1408 Ibgb I980 A-15 20'O" 225 365 413 784 1052 1300 1570 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"X8" UNFILLED 8"X8" FILLED 8"X12" FILLED 8"X16' FILLED 8"X20" FILLED 8"X24" FILLED FILLED 8"X28"J-Ta4g, LATERAL LOAD 8x8 FILLED A-1 2'10" 30% 3150 g194 10000 10000 10000 10000 4405 A-2 3'6" 1655 1816 5445 10000 10000 10000 10000 25-12 A-5 4'6" 1015 1051 4224 5g00 5205 11440 10000 1415 A-4 5'10" 575 603 2380 3319 4 000 5303 6-166 77-1 A-5 T6" 345 310 1421 Ig78 2552- 5514 3661 661 A-6 q'4' 228 252 -134 12% 1665 2059 2542 2g47 425 A--7 1016" 155 209 756 104q 1541 1662 2025 2341 329 A-& II'4° 303 335 652 . ql7 1170 1452 1151 2026 451 A-11 1216" 241 252 615 760 'Iqf 1252 1464 Ibg5 357 A-10 13'4" 253 253 510 703 542 IIOq 1303 1504 520 A-11 14'O' 225 324 413 652 024 I 228 Ilgb 1555 258 A-12 14'8" 191 215 442 60q 76q 955 flO6 1280 262 A-13 IT4" 145 255 357 483 605 75.5 842 974 185 A-14 9'4" 184 214 308 420 525 657 715 826 213 A-15 20'0" 1'74 203 2qb 405 504 (130 (180 186 igBK J D 0 /0 V) I W I— z_ J 2Em� s 'ems Q7: as°8 ,a W aE o� 3� ea€ zo�a ^g`ss =;a designed byni dr3vm by: dmw resign rllecketl b r- aww data: 07-22-01 sheet ,A5.1 4 2-003 s BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.C. REMAINDER TO BE BLOCKED AT 96" O.C. OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHINCs TO FRAMING W/ Sd COMMONS OR ad HOT DIPPED GALVANIZED NAILS ® THE FOLLOWING SPACING. 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING FLOOR FRAMING (SHOWN m 24110.C. BLOCKING g 48" O/G MAX IN FIRS THREE FRAMING SPACES 4 96" O.C. THEREFORE FLOOR BRACING AT ENDWALLS ROTE : IF A BLOCKED DIAPHRAGM ZONE 15 CALLED FOR ON ROOF PLAN PROVIDE 2x4 BLOCKWG o ALL PLYWOOD PANEL EDGES 4 NAILS ® 4" O.C. FOR BLOCKED DIAPHRAGM ZONE 8d NAILS AT 6" OZ. OR 8d NAILS AT 4' OG. OR EQUALNALENT EQUALIVALENT PNUEMATIC FNUEMATIC NAIL AT NAIL AT SUPPORTED EDGES 9 SUPPORTED EDGES AND AND BLOCKING AND U2" C 12. O.G. FIELD FOR OTHER FIELD FOR SHADED AREAS AREAS O= ROOF OF ROOF _.. _..___. _- .._.:..................:_....._ OR V2" CDX TYP. IrKa ' 0I 0 (- ROOF SHEATHING NAILING RSN PATERN DETAIL P.T. 2X6 W/ 1/2" DIAM. "J" BOLTS o 43" MAX W/ 6" MIN. EMBED. (TYP.) .. �TRUS�S 87 FARING BXSXI6 CMU. (TYP.)- P.T. 2X4 FILLERCUTNAILED W/ 8-10.1 NAILS.T. 2X6 W/ 1/2" rP DAIM. 'J" BOLTS 48" MAX. W/ 6" MIN. EMBED. (TYP.) o � 0 o DETAIL: TYPICAL JAMB FASTENING 0 OVERHEAD GARAGE DOOR SCALE: N.TS. 1 NAIL INTO 2 NAILS INTO TOPPLATE I rTOPPLATE PIKE ENGINEERED WOOD FLOOR TRUSS _ Q' ILV 10-10d NAILS �o WALL STUDS a HEADER II � • i 1 1' l/16" OSB OR Irl" CDX - ROOF FRAMING MEMBER (SEE CONNECTOR CHART SCHEDULE FOR TR355 STRAPS) DOUBLE TOP PLATE 1/16. OSB OR DX EXTERIOR SHEATHING NAILED W/ 10d GALV. • 4" O.C. EDGES AND V" O.G. FIELD 2x4 P.T. WALL STUD W/ (3) 1/2" DIA. ANCHOR BOLTS TO BLOCK IR" DIA x 8" ANCHOR BOLTS EMBED 6" MIN. INTO FOUNDATION W/ 21x2"xl/8' WASHERS, LOCATED WITHIN 6" OF EACH END AND 32" O.C. MAX ELSEWHERE OF WALL 4 HEADER STUD 2x4 P.T. BOTTOM PLATE •U" STRAP EVERY OTHER STUD TYP. FRAMING 4 CONNECTIONS FOR OPENING-5 [jA NAIL SPACING w, s INTERMEDIATE FRAMINCs cws EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL w 24' O.C. 14 I'll, _2 DETAIL TOP PLATE A-2 PRE-ENGINEERED WOOD FLOOR. TRUSS a 24' O.G. MAX 2X- BLOCKING AT ADSPAN 16. 04% STUD SPACING FOR WT. B1�s. FRAME WALL 2X P.T. BOTTOM PLATE EXPANSION BOLT ANCHORAGE TOENAIL FLOOR TRUSS TO TOP PLATE W/ I6 32' O.G. PENNY NAILS, 0)ON ONE SIDE, (1) ON THE OTHER. DETAIL: INTERIOR BEARING WALL W/ NO UPLIFT CEILING BEYOND DOUBLE 70P PLATE 14'-0` -51MPSON 6P4 AS SHOWN - BLOCKING SEE GABLE END DETAIL -2x4 STUDS AT I6' O.C. MAX SIMFSON LSTA 30 AT HEADER Y IF(U5 GENT. WALL REINFORCING ENTRY SEE PLAN SIMPSON SP4J �1,12" ANC340R BOLTS AS 5HOWN ENTRY FRAMING DETAIL ILLS STRAPPED AS SHOWN ON TF U55 LAYOUT -2-2X4 TOP PLATE TO -(::MU !L 2x4 STUDS e 16. OC -PLATE ANCHOR© EVERY OTHER STUD (TYP. STUD 4 BOTTOM) 1/2' X 8" EXPANSION BOLTS ® 48" O.G. WALL T.O.SLAB KW FRAMING &STRAPPING KNEEWALL OVER CMU OTE HESE REQUIREMENTS APPLY WHEN INDOW/ DOOR MANUFACTURERS FASTENING IETHOD 15 NOT SPECIFIED. PT IX BUCKS FOR WINDOWS AND DOORS V NAIL W/ J09 DIA OR HEAVIER POWER NAILS S' O/C AND 3" MAX. FROM EN05 TYP. W/ 1" MIN. EMBEDMENT INTO BLOCK 2.) ALSO ADD 3116' DIA. SELF TAPPING' CONC. ANCHORS TINRU WINDOW/ DOOR FRAME EIGHT (8) INCHES FROM ENDS MAX AND FORTY (40) INCHES MAX ON CENTER W/ 1" MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW TO BUCH W/ "I0 51-IiFWS MAX 8" O/C AND MAX 8" O/C AND MAX 8" O/C FROM ENDS. PT 2X BUCKS FOR WINDOWS AND DOORS fALTERIATE) 1.) INSTALL 3/16' DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (5) INCHES MAX FROM ENDS AND 24' CN CENTER MAX. W/ I' MIR EMBED. INTO BLOCK FASTEN WINDOW/DOOR TO PT BUCKS WITH "10 SCREWS 8. O/C MAX AND MAX 8" FROM ENDS W/ I' MIN. EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENING AND 35 P541 R.ATMG) WOOD TRUSS STRAPPED AS SHOWN WOOD iRU55 STRAPPED AS ON TRUSS LAYOUT SHOWN OJ (2) 2X- TOP PLATE TRUSS LAYOUT DBL 2X8 HEADER FOR 4'-6' MAX OPENING, DBL. 2XIO HEADER FOR 5'-9" MAX OPENING URO. - 2X- BLOCKINGMIDSPAN AT 2X- BLOCKING AT MID -SPAN --� 16. OL. STUD SPACING V6' O.G. STUD SPACIN(s FOR INT. BIG. FOR WT. BIG_ FRAME WALL FRAME WALL 4 BOTTOM) I Q PLATE ANCHOR EVERY C01NC. VI'X8• EXP EVERY OTHER STUD CTYP.) SLAB BOLTS . 11 32' O.0 ENCMOR G 2O uim ANGHOIZAGE 24. OL. B FRAMING & STRAPPING: INTER. BEARING WALL IBWD FRAMING & STRAPPING vn INTERIOR BEARING WALL Q DOOR GENERAL NOTES kjj(9,,:; ZZgt. GENERAL It: W _" L LIVE LOA >5- `W 4- ROOF: 20paf FLOOR 40psf STAIR 40paf i 2. WIND SPEED IlOmph 3-- 9-ts $ ". 3. ALL WOfK TO BE IN ACCORDANCE WITH THE FB.G. 2001 CHAPTER 16. F =„ 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. Z Y` CONCRETE : W L ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318 2. MIX DESIGN CRITERIA - ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 150) COMPRESSIVE STRENGTH o 28 DAYS SHALL BE 2500 Pat FOR SLABS AND FOOTINGS AND 3000 ps1 ELSEWHERE (U.ON.) MAXM 31 WATER -CEMENT RATIO BY WEIGHT FOLLOWS: SPECIFIED NON -AIR AIR COMPRESSIVE - ENTRAINED ENTRAINED STRENGTH (pat) CONCRETE CONCRETE 2500 0.67 054 3000 05S 0.46 SLUMP -SLAB ON GRADE 5" OTHER 5' WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL UJEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33. 4. FIBERMESH FOR SLAB TO BE AT A RATIO OF .15 LBS./YARD. FOUNDATIONS : L FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 pat- 2. IF FOOTWG ELEVATION OCCURS IN DISTURBED,UNSTABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4. STEPS IN WALL FOOTINGS 514ALL NOT EXCEED A SLOPE OF (I) VERTICAL. TO (2) HORIZONTAL. - 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY: L DESIGN, MATERIAL AND WORCIMAN5HIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/AGI 530J 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pal CONCRETE. (8" TO 10" SLUMP) 3. PROVIDE 25" LAP FOR STEEL ® ALL LOCATIONS, 4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAN VERTICAL REINFORCING AND 5HALL BE FILLED WITH CONCRETE. 5. CONCRETE BLOCKS SHALL CONFORM TO A5TM G-90 (28 DAY STRENGTH 2O00 pal) (M=1500 Pat). LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE R l_ ALL RE -BARS SHALL BE GRADE 40 UNLESS UN.O. WOOD : L ALL WOOD FRAMING AND PRE-ENGNEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF T14E NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTIO11 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL- 3- PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURER TRU65 MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND SPECIES : SOUTHERN PINE SURFACES DRY USED AT M% MAX. M. C. GRADE NO2 OR SPRUCE PINE FIR SOUTH GRADE NO2 - 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. (HUGHES CONNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF 1/2' DIAMETER AND 6" IN LENGTH (ASTM A-301) WITH MIN. 1. 1/2" DIAM. WASHER U)10. T. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINGS SHOW OR IF NOT SHOWN, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NAILING AS 5HOWN, AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 9. ROOF SHEATHING: 1/16" OSB OR 1,121 CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS : I. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME: WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWWGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER W15 INSTRUCTIONS. 2- FOR ANCHOR BOLTS USE HUGHES OR EQUIVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH 8d NAILS AT 4. ON CENTER - TOP PLATE I ROW OF C 3 2X4 BLOCKING m mBASE a CABINET C METAL FRAME WALL � O BLOdCING BETWEEN STUDS Ll DETAIL TYP. BAR TOP 2 - 2XIO BEAM UNLES5 OTHERWISE NOTED ON FLOOR PLAN 8" .ANCHOR BOLT LINTEL BEAM WA • 5 BAR CMU WALL NFM - 5E PER PLAN OR OR® GBH MASONRY BEAM HA ER 0 V/ W J O~ Z Q J J W 9 W Z Wz rW W V 0 a revisions: ma: a"w"M desVwd by rd drawn by. dmw design cheated by: aww date: 0 1-22-01 sheet S1 Of 2 - 2X10 BEAM UNLESS OTHERWISE NOTED ON FLOOR PLAN 8' ANCHOR BOLT LINTEL BEAM Wq•5 BAR ��!� CMU WALL � PER PLAN t) OR (9 OR @ MBH MASQNRY BEAM HANGER 3 V2' CON- SLAB WrFOEWIESH OVER 6 MIL VAPOR BARRIER OVER TREATED WOOD P05T COMPACTED FILL PER PLAN _ OR OR (SEE FLOOR PLAN) y. I GRADE X 2 • 5 REBARS 0 THICKENED SLAB AT BEARING PORCH POST COW. 2X4 NAIL TO EACH TRU55 MEMBER ROOF TRUSS c+�I Ni ,/I6' SOLID ROOF TFW56 055 OR 112' CDX FRAMING SECTION THRI) CHIMNEY CH INTERIOR CHIMNEY CH ICE INTERIOR CHIMNEY DETAILS • OF MTSI6 MR tOd NAILS MR • OF 3fl6' Il56 STRAPS TO PEAT. TAPCONS TO CMU IURER ;132 (51MP50N) (EACH STRAP) (EACH STRAP) 1 T 1 4 60 2 1 4 IF AN 'A' STRAP IS MISPLACED OR FORsOTTEN AFTER TFIE POURING OF THE LINTEL BEAM AT TOP OF CMU WALL THEN A SMF'SON MTS16 CAN BE SUBSTITUTED FOR EACH MISSED "A" STRAP CTYP. UONJ PLEASE SECURE EACH MTSI6 STRAP FOLLOWWG THE ATTACHED TABLE AND ACCORDING TO THE UPLIFT SHOWN FROM THE TRU59 MAM)FACTURER INSTALL ALL TAPCONS WITH 1-1/2' MIL EMBED. LINTEL BEAM W/ /U 5 SIMPSON MT5I6 ATTACH TAPCCN5 EVERY OTHER HOLE NOTE TAF'CGNS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS M S MISSED "A" STRAP DETAIL PPS -ENGINEERED WOOD TRUSS -PROVIDE 20 Ga. CALV- FLASHMGFOR TRUSS TO SIT ON CMU THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTING (1) 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS ' CONCRENVE LIQUID LPL OR EQUIVALENT ') INTO BOND BEAM AND INTO THE FOOTING: FOR ALL FILLED CELLS SHOWN ON FLANS BUT NOT FILLED IN THE FIELD PROVIDE 6' MIN. EMBED. AND 3/4"7 HOLE INTO BOTH THE BOND BEAM AND THE FOOTING r—TOP OF BOND BEAM PROVIDE 25`61 SPLICES (TYPJ FILLED (U 5 V EPOJCY GROUT 5 P INTO FOOTING AND BEAM IU( 6' MIN. E, —BOND BEAM W/ (V 5 CONT. �-- 8" CMU WALL-� OF FOOTER NOTE, EPDXY GROUT SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. MFC MISSED FILLED CELL DETAIL FIBER3LASS SHINGLES OVER IS' FELT OVER OSB_ WOOD TRUSSES STRAPPED AS SHOWN ON TRUSS LAYOUT UQ PT. OVER Dc5 CDR OVER 2X6 3/8" SAWN PANE SUBFASCIA W/ CONT. ALIA'L O �U�E12RGH- L T, GRADE VENTED SOFFIT SEE FLR PLAN DBL. 2X8 HEADER FOR STRAPPWG FOR 4'-6" MAX OPENING, DBL 2XI0 HEADER FOR 5'-9" 3 V2' GONG SLAB MAX OPENING UND- W/FIBERI"ESH ON WOOD POST CLERK COMPACTED PER FLOOR PLAN FILL W/ MONOLITHIC WRAPPED W/STUCCO FTG, W/ 2 ' 5 BARS �qA� _ - ------------- SEE FLOOR PLAN FOR P05T SIZE RADE TYPICAL STUCCO \_ 2- D STRAP TIES FINISH (ALTERNATE R/5 CEDAR FINISH) (ONE EACH SIDE) WOOD POST (P�EEER FLOOR PLAN FOR POST OR ESIZE CONC. SLAB E P SECTION @ COVERED PORCH EPP ELEVATION REAR PORCH POST (MONOLITHIC DETAILS SIMILAR) OSB SHEATHING e 24" OL. OUS SO/C xd CONTINU F2(@,) EA SIDE (TYP.) 2x4 BLOCKING w EA. $IDE (TYPJ PR 2x4 \ GABLE D11 ' I I ,`O EA. SIDE (TYP.) AT. s 24. O.G. dun � " CMU WALL—H CHIMNEY DETAIL CONNECTION NTS. 5 24" AT 48" OL. I PROVIDE (U 5 AT 48" OL. VERT. AND (2) 5 A - BELOW EPOST LOCATION FILL ALL CELLS UITH 2500 PSI CONC. ALTERNATE HOOKS IN RND. BRACE EXTERIOR SIDE OF WALL DURING 8° COMPACTION OF THIS AREA 5 s 48. OL. - FLOOR PLAN , a 2-Z ,/I6' OSB 4 TOT! OR 1/1' CD-3 2-2x4 TOP PLATE 2X4 STUDS 16. O/C IIII I2X4 D BRACE / Ill:-"BOT. PLATE J-BOLTS AS SHOWN STRAP EA - STUD W/-B- HURRICANE CLIP TO TO t BOT. PLA CMU WALL - WALL SECTION Q FRONT ELEVATION -SIDE EXTERIOR CHIMNEY DETAILS ELEVATION OE PLAF( FOR POST SIZE CU 5 CONT. PROVIDE OPEN HEAD JT. AT 48" OL. FOR WEEPS GRADE AWAY FROM HOUSE CONT. AS 7- e�NpgxN - AL REBAR (TYPJ RW RETAININAT PATIO NOTES BRACE SIDE OF WALL ADEQUATELY C40ZN a COMPACTION -FOR PATIO SLAB, LEAVE BRACES IN PLACE FOR, DAYS AFTER PATIO SLAB 19 POW2ED ENGINEERING (.07) n -9003 F : (w) n4 mn P.O. SOX 161613 ALTAMONTE SPRINGS. R 32716 1NOINS J. ONGEASON Ml 47819 p n U) J Q WU) o Q J UW1._, of 0 W awW Z U = . U ^� 0- O I v' ggpp g8 (2) SIMP`.JON T522 12430Lb. max UPLIFT) or ~ ,evisi— GIRDER (2) HUGHE5 RT22112 (2530Lb. max UPLIFT) or Ill (2) 5EMCO AD5-2 (3412Lb. max UPLIFT). (\ --2x4 POST SEE POL15LE TOP /I'j(jY]r FLAN FOR QUANTITY PLATE DETAIL for (2X7G SUBSTITUTION For (IAI e GIRDER CONNECTION 3/4' I'-0' designed by nl dram by. dnm design - .- ...� _ checked by. a date: 01-22-01 sh..t S2 Of- SANFORD qUI-D-ji; our,r. TH--E PLANS ARE Ptr'Vi7wf--o ovjL, CONDITIONALLY' FORPEM40-f. p- HALL U JED TO DE A -.,H T, ?K AND NOT AS 4;-jTH'-RiTY TO V;GLJ',TE, c ALTER, C)F2 SET ASHDE ANY OF 7HE r NS OF THE T.H� N !CAL f: QDES NOR SHALL . C -E OF A PERN'ni- HE BUiLfDiNG ;3f4 THEREAF-TE�z �—QLj;R11\1,7 A CORREC- TIK-;iERRORS ONI THE 'PLANS. CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES, FF16RE ug"Spy PlooRmfl" #0 '6 —