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HomeMy WebLinkAbout103 Cedar Heights Ct 04-201 COPERMIT ADDRESS CONTRACTOR ADDRESS Centex Homes 385-DouglasAvt.-, Ste-2000 Altamonte Springs, FL 32714 407-661-2176 - PHONE NUMBER CGC 049689 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE t7 ty rn rn SUBDIVISION v cn cn PERMIT # q 1 ` �k DATE ` PERMIT DESCRIPTION e PERMIT VALUATION SQUARE FOOTAGE 0 v H CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 103 CEDAR HEIGHTS CT for which permit 04-00000201 has heretofore been issued on 10 29/03 has been completed according to plans and specifications filed in the office of the Buildi Official prior to the issuance of said building permit, to wit as tAO S` complies with all the buirlding, plumbing, electri 1, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In 2 I Meter Set Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work DATE APPROVAL FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 12 01 03 01-APPLCTN FEE -BUILDING 10/29/03 01-APPLCTN FEE -MECHANIC 12/23/03 01-APPLCTN FEE -PLUMBING 11/10/03 02-ENGNG DEVLPMT FEES 10/29/03 01-FIRE IMPACT - RESIDENT 10/29/03 01-LIBRARY IMPACT FEE 10/29/03 01-OPEN SPACE 10/29/03 AMOUNT 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 103 CEDAR FIGHTS CT for which permit 04-00000201 has heretofore been issued on 10 29 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 10/29/03 91.93 01-RADON GAS TAX FEE 10/29/03 11.90 01-ROAD IMPACT FEES 10/29/03 847.00 01-RECOVERY FD/CERT. PGM. 10/29/03 11.91 01-SCHOOL IMPACT FEE 10/29/03 1384.00 WD IMPACT:SINGLE FAMILY 10/29/03 650.00 SD IMPACT:SINGLE FAMILY 10/29/03 1700.00 101 OWNER BUILDING OFFICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: a' 1� • O`Y o it . PERMIT #: ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. /ngineering P-5wf -f z o Public Works Utilities OFire OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) �fZv::: /Lcnt f- CERTIFCATE OF OCCUPANCY I FI'll rD REQUEST FOR FINAL INSPECTION IV_ **** SINGLE FAMILY RESIDENCE**** DATE: a • %Q * 04 ,,,. PERMIT #: •2O� ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Xulic Works ]Utilities OFire OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) M ► 1ir CERTIFCATE OF OCCUPAN Nr o REQUEST FOR FINALINSPECT&ON r **** SINGLE FAMILY RESIDENCE4 4 � r --rr DATE: a • 1� • O`� Y ;, PERMIT #: d�o •Zp� L V 'r O ADDRESS: CONTRACTOR: PHONE #: r I r ► i � ► r t � r 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 �Publi tilit CONI OFire Zoning Licensing APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on Pages 1- 7. SECTION A- PROPERTY OWNER INFORMATION ForlrsuwwC;orTMUse BUILDING OWNER'S NAME Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I 103 CEDAR HEIGHTS COURT CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Taff Parcel Number, Legal Description, etc.) LOT 26, PRESERVE Q LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Commends area, If necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( W - ##' - ##.#If' or ##.#####° ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMINOLE COUNTY 120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth d Wig) 1202940035 E 4117I95 4/17195 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ AS Profile ® FIRM ❑ Community Determined ❑ Other(Desonbe): B11. Indicate the elevation datum used for the BFE in W. ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12 Is the buikfing located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Bufidulg elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is oo nplete. C2 Building Diagram Number 1(Select the building diagram most sir filar to the building for which this oertificate is being competed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photayaptm.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ARIA, ARIAE, ARIAVA30, ARM, ARIAO Compete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is drfleent 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 Corrurnents area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 ConversionlCommehts NONE Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 13. 5 iL(m) o b) Top of nod higher floor NlA . il(m) o c) Bottom of lowest horizontal structural member (V zones any) WA, fl.(m) o d) Attached garage (top of slab) 13, 2 f4m) o e) lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 12.9 tL(m) o Q Wwest adjacent (finished) grade (LAG) 12.2 fl(m) o g) Highest adjacent (finished) grade (HAG) 12.2Jl(m) o h) No. of permment openings (flood vents) within 1 ft. above adjacent grade 0 o 1 Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. am) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WIWAM R MUSCATELLO, JR UCENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS AA CITY STATE ZJP CODE 320 E. SOUTFJ SAEASIE.180/ I A4A ORLANDO FL 32803 SIGNATUREI/V �Y.l� ^ /Y�Y.IG�/1/►DATE TELEPHONE 217)04 (407)426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. ForlruanoeCwWnyft BUILDING STREET ADDRESS (Inducing Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 103 CEDAR HEIGHTS COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenf/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. 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 _ fL(m) _in.(on) ❑ above or ❑ below (check ore) the highest adacent grade. (Use natural grade, 'rf available). E3. For Building Diagrams 6$ with openings (see page 7), the next higher floor or elevated floc (elevation b) of the building is _ fL(m) _in.(crn) above the highest adjaoent grade. Complete items C3.h and C3.i on front of form. E4. The top of the plaalkxm of machinery and/or equipment servicing the building is _ fL(m) _in.(cm) ❑ above or ❑ below (check one) the highest a jacent grade. (Use natural grade, if available). E5. For Zone A0 only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the cannuunilys 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 FEMA4.ssued or community - issued BFE) orZone AO must sign here The statements in Sections A, a Q and E am corred to fhebed ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Cedcate. Complete the applicable items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by slate or local law to certify elevation information. (Inckate 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 (wiUraut a FEMAassued or oommun'rlyassued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building Is: — _t(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the buildling site is: — _ fl(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check hererf attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 26. PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE _PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA Jl� anolus POINT �� 66 / 1.J SI \� r, v\� PI WALK IS 0.1' OFF eR/STD 07 ` P,9/� LOT 25 i R ®R A= 56'08'37it L=48.99' R=50.00' CB=N53'26'04"E C=47.06' 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 02-16-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 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 ELEvAnONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 26 AS BEING S 64'38'15" E PER PLAT. (FIELD DATE:) 10-31-03 er,,,«,,. SCALE: I" = 30 FEET APPROVED BY: WRM L 2-16-04 CKB ABOARD 11-20-03 CKB r PLAN 9-25-03 JML FIT 01-24-03 CKB I WALK 15 0.1. OFF LOT 27 S6 �38 Op 43 %ryJ+j•4' U � IS �� C ti ,• Ef0 y L ry YryfO /) �J•O\ • V nry,�ry�Cf sC' 2O� LOT 24 30' GRAPHIC SCALE 0 15 30 4 VEry t2.t . ry i i IZ.z `6 LOT 23 LEGEND r� 0 4~ tz� roll ('o (O LOT 22 i FND 1/2- IRON ROD AND CAP / LB 168 (10/31/03) i FND 1/2- IRON ROD AND CAP BUILDING SETBACK LINE O LS 168 (02/16/04) CENTERLINE FND NAIL AND DISC RIGHT OF WAY LINE LB 168 (02/16/04) 13• EXISTING ELEVATION ® FND 1/2- IRON ROD AND CAP LB #6393 (02/16/04) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (P) PER PLAT PI DENOTES POINT OF INTERSECTION M MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK A/C AIR CONDITIONER CV CONCRETE PAD COW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH OHU OVER14EAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L816393 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA 2-i&0 - FOR I JOB NO. ASM39640 DRAWN BY: v- - v I I., R. MUSCATELLO JR. PSM 5-06-203 12:52PM FROM p 1 • • alai •d'!.: rlt:•11 yyy.p)•• it . .. .; �. u..,. .. �.... c� ):f .� ..J CITY OF SANFORD PERMIT APPLICATION a Permit p : V W C�►1 �� Job Address Date: C41— Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Elecvical X Mecbastical Plumbing Fire Sprinkler/Alarm Pool _ Electricak New Suvice — # of AMPS Addition/Alteration Change of Service TempOttiry Polc --'�-- Mechaniul: Residential Non -Residential Replacement New (Duct Layout &Energy C81' . Required) Plumbing/ New Cottnaterclal: i1 of Fixtures .!s.. It of Water & Sewer Lines p of Gas Lines Plumbing/New Residential: it of Water Closets Plumbing Repair — Residential or Cotmncrcial / Occupailcy Type: Residential Commercial Industrial Total Square Footage: Cons'vucdoa Tyne: If of stories: p of Dwelling Units: _ Flood Zooe: (FEMA form required for utocr a.au X) Parcel N. (Attach Proof of Ownership & Legal Description) Ovt0Q3 Name & Addrees: Centex Homes 385 Douglas Ave. Suite 2000 _ Al ramanteSrriugs, FL. 32714 Phone. 407-661-2150 _ Co_gtcectorNaou&Aderess: Anuroved Electric Co. ofFlorida 4874 S. Orange Ave._ Orlando: FL ' 32806 State License dumber: EC0002494 Phone R Fax: Fq v 4w--Fts_ Contact Pcison4ohn Findlay Phone: 407-851-1220 Bonding Company _ .. kddr¢is — Mortis c Lender: Address — _...... Ardti1ecVEn;;ineer: Phone: Andrus -- FOX: -_ Application is hereby trade to obtain a permit to do the work and installations as indialod. 1 ceni fy that no work or installanon has cornme,ttxu pno. :. ,t,L Issuance of a perntit and thu aA work will be perfornted to meet standards of all laws regularing otmstruction in this jurisdiction. 1 understand that a separitc pertitii must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS. TANKS, and AlZ ONOITIONERS,ctc. nw ' • D V fT: I owify that all of the foregoing information is areurate and that all wort( will be done in corrlpliance with all appior-iwe hwv : � c1:L•lannp. con Vwtion and zoning. WARNING TO OWNER:. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RSSUI:r IN `1:,1 Ip, Iv. YN(; TWICE FOR IMPROv6MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A170fWEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTII" F• In addition to the requirements of this pemlit, there may be additional restrictions applicable to this property that troy be found in the public recoras o: :his munry, and there troy be additional ptsmits required from other governmental entities such as water manarerncnrAislrtm star, u,n. ;r ,,, r.A, .1 ....__._. Acc:ptarcc of permit is verification that 1 will notify the uwner of the pr Signuurc of Owner/Agent Vatc Print Owner/Agent's Name S19,nature of Notary•Sutc of Florida Dalc nw,wr/Agent is _ Pcrsonall% Kno%,n Iu Me err P(nductd IU •4y. -% ;0N AITROVU) IlY Charles Cannon Print ConUserOr A$cnl't Name _ . tgnuurc of I:n�ry$Iatr of •IonCt Unto a^ r1�T 26f6 PAT114CIA A. I:ADLF C C'omractpr/Ac;z: is —_ hcrsunoC Known t Q� MYCOMMIa510N,k DD013T06 Piduulf:.:> arttio* EXPIRES:MarcA29,2Ws -- -- tea p TARY Ft. Ndwy 3wWea a gr .Wrtn, In :lnitial & ();,tc, (Initial K. UaIC) (Initial lC i)alc) 01Alol K. fj,J:: ­)..'.','r ( onutuun,. CITY OF sANFORD PERMrr AppL1CATIOp, Date: Zoalag: f Value of Work - Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQ1• . _ Electrical: New Service — # of gMpS Addition/Alteration Change of Service Temporary Pole — Mechanica4' Residential Non -Residential Replacement New (Duct Layout & Energy C81ir. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Cray Lines Plumbing/New Residential: # of W 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 (br otbt.r than X) t T'' '''r• 0 - � N- Parcel N: Owners Name & Addresi: L Contractor Name & Address: .n Phone & Fax. Bonding Company: Address: Mortgage Lender - Address: Architect/Engineer: Address:' _ Permit #... 0 y� � Job Address —/6 I Description of Work: Historic District: M (Attach Proof of Ownership & Legal Description) Phone: Loate License \umber AVWV 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 commenmd prior to tlic 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 ELECTRJCAL 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 applicator, )aws r(:ytJating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Yt SOP TWICE FOR ivIPROVEMEINT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR A)-) ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ON TICS: 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, of (vdc1;sl agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements on aa�o 3 Signature ofOwner/Agent Date Lure of ntzctor/Agem Date f O� SSc� Print Owner/Agent's Name Rob�Contracloy. s_Name Signature of Notary -State of Flonda Date Signature of Ko_-y-State of Flonda Date Owner/Agent is _ Per,onall, !�nown to Me or Contractor/Act-::i V/1'1—'(:rsona1w Known to Me or _ Produced ID Producrc ION APPROvFD BY: Bid- : Initial do Datc) S,xcW ( onditions: Zoning: (Inuial & Date) (Inuroi &Dote) (br,ua� Dar ,n--o1140,e,04C io" 11 "v CO'14ISSI0' - DD 212893 EXF;-'ES' Ju- A 2U07 I ,,. •i�„ t3.,`-iF�TL;�.;'Urd'rMntm iii CITY OF SANFORD PERMIT APPLICATION Permit #: 1 T— 2 0 1 Date: I%-%- 0 3 Job Address: X4 '121, /e3 Cedar {- ;Q1,ks C=f- /-X A'► mtoe AreAriee Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing " Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets ?. Plumbing Repair — Residential or Commercial Occupancy Type: Residential —t!L Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel p: (Attach Proof of Ownership & Legal Description) Owners Name & Address: �t7 n e X O M ES Phone: State License Number: V r 1. Contact Person: Eel Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is_ Personally Known to Me or _ Produced ID Signature of Contractor/Agent Date P t ntractor/Agent's kame azure of Notary -State of Florida Date Contractor/Agent rP—P ersonally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: "Zoning: Utilities: (Initial & Date) (Initial & Date) Special Conditions: (Initial & Date) FD: (Initial & Date) CCJUNTY OF SEMINOLE IMPACT FEE STATEMENT '- ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75664 DATEx �� BUILDING PERMIT APPLICANT NAMEn LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction -------------------------------------------------------------------------------- FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE T8TAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ------__----_----------_-----_------_-_-----------__------_--_------------_--__- ROADS -ARTERIALS CO -WIDE Q 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 $ 1,384.0O AMOUNT DUE $ 2,285.O0 ' ^ STATEMENT ' RECEIVED BY: (PLEASE PRINT NAME) DATE: --r--7�--- --- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING � 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 3OO 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*** *******************SINGLE FAMILY BUILDING PERMIT******************** Permit # : Job Address: Ile!3 CITY OF SANFORD PERMIT APPLICATION Date: Description of Work: CONSTRUCT CONCREVE BLOCK SING FAMILY DWELLING Historic District: No Zoning: Value of Work: $ Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residentialy/ Commercial Industrial Total Square Footage: ,q39 / Construction Type: # of Stories: I # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— D 0 6 0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE. , STE . #2000 , ALTAMONTE SPGS . , FL 32714 407-661-2176 Phone: Contractor Name&Address: PATRICK J. KNIGHT/CENTER HOMES (SAME AS ABOVE) State License Number: CG C049689 Phone&Fax: 407-661-2176 661-4089 xii, monptoct v_RANgpmPhone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: HURRICANE ENGINEERING; OCT 0 8 2003 407-774-9003 Address: P 0 BOX 161613, AL RINGS. FL 32716 F.ar: 407-774-8477 Application is hereby made to obtain a permit to do the work:ah Installa i dic .Itt tat no work or•'installation has commenced prior to the issuance ofa permit and that all work will be performed to meetstandard o I la s guli ns ion in thisj.unsdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING; SIGNS, S, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. SEP 2 9 2003 Signature of Owner/Agent Date Signature or/Agent Date PAT KNIGHT SEP 2 9 2003 Print Owner/Agent's Name Prin Conifactor/Agent's Nam Signature of Notary -State of Florida Date Sig aturclNonrti Sttt of.;ondlt A f.OVsj,Y Date{ i� Owner/Agent is _ Personally Known to Me or Contractor/Agent rt XX< Personally Known [o Me:or. 1 Produced ID Produced ID _ APPL.ICA'HON APPROVED BY: Bldg: 111 ZZ �3 Zoning: Utilities: 1:D: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: — \mot a _J Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Q ii C Scmindr County � '2 �prrt�v. e�+prt�fxr � c rvltra G bell K Fir" tianford It 11771 7-t,n5 S*= ! ao 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD Number of Buildings: 0 Parcel Id: 0000-0260 Tax District: WATERFRONT Depreciated Bldg Value: $0 REDVDST CENTEX Depreciated EXFT Value: $0 Owner: HOMES xemptions: E Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: 103 CEDAR HEIGHTS CT SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 2003 Notice of Proposed Property Tax SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Arnount: 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 26 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 1 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_couiity_title?PARCEL=2219305020000026... 9/30/03 ,i. City of Sanford Building Division Submittal Requirements for Residential Building Permit 0 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 0 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating 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 - cast, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. C. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to cant' and support trusses. g. Stair details with tread and riser dimensions, stringer size; methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: I. Garages/Carports ", sq. ft. 2. Porches/Entries ,Z sq. ft. 3. Patio(s) — sq. ft. 4. Conditioned Structure 3�- sq. R. 5. Total Gross Areasq. ft. 0 3. Three (3) sets of completed Florida Energy Code Forms. 0 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 0 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. c. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. 0 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subiect to penalty under cite ordinances. SEP 2 9 2003 Date Owner/Agent Signature CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.contex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by. Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE LOT_��p PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoin instrument was acknowledged before me this S9P 2 9 2003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. Y --AO TARY PUBLIC El II:-1: 1•IIi:_:B.L;..d r-1G7.•„- . • f4•••ee..,..ur...... This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05043 PG 0718 CLERK'S # 2003176433 RECORDED 10/61/2003 11:19:17 AM RECORDING FEES 6.00 RECORDED BY G Harford THE UNDERSIGNED 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 Z , PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SEMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Coa actor: CENTEX HOMES' 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 P e: (407) 661-2150 Fax: (407) 6614089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided iri Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. Riggs OPFICB MANAOER FOR CENTEX HOMES, 71S DOUGLAS AVENUE SUITS 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FORBOOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME. THIS SEP 2 9 2003 BY DEBRA A RIGGS., OMCB MANAOER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION r.V& 2721 HOLDINO CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO MB AND DID NOT TAKE AN OATH. ch"'lflt(I COPY MMYArft. McMp k O CIA'()E►It COU�tT NOTARY PUBLIC how �+•+t JACKIE CAINES T Notary Public State Ot Florida • OCT 0 oo My Commission Expires Jon 21, 2004 Commission # CC891727 o 4 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 26, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPFRVIOIIS CAI rUl AIIONS fl OT ONI Y1 LOT 26 CONTAINS 7886 SQUARE FEET t (LOT ONLY) T141S STRUCTURE CONTAINS 2379 SQUARE FEET i TOTAL CONCRETE 528 (WITHIN LOT ONLY) SO. FT. i TOTAL SOD 4979 SO FT. i PERCENT OF CONCRETE do STRUCTURE TO LOT 37% t �'\ RADIUS J POINT GO /V� , pi B �f. S LOT 25 , , , NO en — —T.rr 111D m.n1120I LOT 26 UP TO CURB CONTAINS 8437 SQUARE FEET i THIS STRUCTURE CONTAINS 2379 SQUARE FEET i CONCRETE 669 SO. FT. 3 INCLUDING (SIDEWALK/APRON) TOTAL SOD 2389 SO. FT. t 1 . 30' GRAPHIC SCALE 0 IS 30 LOT 27 Yf • e O. lAROA 390 SEN fN . y O ti •�' y F�F�S'S'f O `�~ V J3p O ��Q �.� ID.• oR� . 6000. S A, ; �a S� Oy�� YfI� �r ? ; �►� J LOT 24 ,Z? / , �� Aj .s o .A •>• r y (^ (005, t c-? LOT 22 =56'08'37" LOT 23 13i� . 4 . L= 48.99' R=50.00' ' CB=N53'26'04"E C=47.06' BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES �A 4 • V9 dMMr/ VAT/ PAS REVIEWED LEGEND - BUILDING SETBACK LINE MLW POINTMINIMUMO LOT WIDTH CITY Of SAIV CENTERLINE POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. TIIIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 LAVE 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 BEARINGS SHOWN HEREON ARE BASED ON THE NORTIIEASTERLY LINE OF LOT 26 AS BEING S 64'38'15" E PER PLAT. (FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM39640 DRAWN BY: (PLOT PLAN 9-23-03 JML x PROPOSED ELEVATION POC POINT ON OF COMPOUND GURVAIVRE OR => PLANNED RECORD PROPOSED DRAINAGE ROW PD PLANNED DEVELOPMENT CONCRETE a DENOTES DELTA ANGLE L DENOTES ARC LENGRI LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALL) CALCULATED A/C AIR CONDITIONER FND FOUND COW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S SIDEWALK R RADIUS AD S CONCRETE B PCB PONCRETE BOOK C CI 0RDLENGTH PGS PAGES R/W RICNI-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM TAM R. M SCATE L4JRPSM##4'428 DATE Universal Forest Products Shoffner LLC Re: 53906899 Centex Homes Orlando 1928 B&C Roof The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906899 BH1 53906899 CA 53906899 H1 53906899 H1A 53906899 1-1113 53906899 H 1 C 53906899 H1D 53906899 H1E 53906899 H1F 53906899 T1 53906899 CJ2 53906899 GE2 53906899 T2 53906899 CJ3 53906899 GE3 53906899 EA 53906899 EJ4A 53906899 HA 53906899 CJ5 53906899 EJ7 53906899 HJ7 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 S E P 2 9 2003 John . Presley License 55886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington. NC 27215 '1'el. (336) 226-9356 Fim (336) 476-9146 Job Truss Truss Type Oty Ply Centex-Orlando/1928-B & Clsk/4-17-3 51906899' BH1 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:40:30 2003 Page 1 -j-0-p 7-8-11 13-8-1 20-0.0 26-3.15 32.3-5 40.0.0 4,1.V 1-0-0 7-8.11 5.11-5 6-3-15 6.3-15 5-11.5 7-8-11 1-0-0 Seals - 1:70. 5.00 12 US — I axe % 5x8 O K 5 CID 5x9 D1 w 4 L xB 5x 5x10 S 1 c T F H S W 0 S 5 S e d M I 7 a N � I� �A 1� 111 3x7 — u T s R 0 P 0 3x7 = 3x5 = US = US = 5x8 = US = 4-0-0 10-3.14 21.4-0 27-4-0 29-8-2 40.0-0 4.0-0 6.3.14 11-0-2 6-0.0 2-4-2 10-3-14 Plate Offsets X Y: K:0 4-0 0 3 0 P:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.14 R-T >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.47 R-T >529 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(fL) 0.04 R n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 299 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-13 oc purlins. Except: BOT CHORD 2 X 4 SYP No.1 'Except' 1 Row at midpt F-H B2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 1-11 OTHERS 2 X 4 SYP No.3 2 Rows at 1/3 pts G-R REACTIONS (lb/size) B-1112/0-8-0, M-289/0-8-0, R-3521/0-8-0, 0--81/0-8-0 Max Horz B--178(load case 5) Max UplifiB--285(load case 4), •M--175(load case 2), R--688(load case 5), 0--81(load case 1) Max Grav B-1112(load case 1). M-382(load case 7), R-3521(load easel), 0-18(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--2144, C-D--880, D-G--785, G-1-1289, 1-K-1467, K-L-506, L-M-242, M-N-22, C-E--1071,E-F--572, F-H--670, H-J--27 BOT CHORD B-U-1913, T-U-1868, S-T-649, R-S-649, O-R--749, P-0--749, O-P--749, M-O--130 WEBS D-E--298, E-T--910, F-T-1220, F-G-1405, K-0-678, L-0--435, I-J--1408, J-13--1362, G-H--1389, H-R--2157, K-R--780, C-U-294 NOTES (10) 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) Truss designed for wind loads in the plane of the truss only. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint B. 175 lb uplift at joint M, 688 lb uplift at joint R and 81 lb uplift at joint 0. 8) Design assumes 4x2 (flat orientation) purins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 214.01b down and 54.91b up at 4-0-0 on bottom chord. Design for unspecified connection(s) Is delegated to the building designer. 10) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4' of Interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: B-U--20.0, R-U--40.0, M-R--20.0, A-C--60.0, C-6-60.0, 1-N--60.0, C-J--60.0 Concentrated Loads (lb) Vert: U--214.0 PLANS REVIEWED G11Y of SANFORD 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899BH1 53906899 - ICJ1 (JACK 14 0-11-11 3Y4 = .... .. cTue Apr 22 Scde- 1A.' LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well 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 LL Min Well - 240 Weight: 5lb 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 UplittC--13(load case 5). B--89(load case 4) Max GravC-29(load case 4), B-138(load case 1), D-9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--28 BOT CHORD B-D-0 NOTES (3) 1) Wlnd: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.0psh occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 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 ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing Indicated on this sheet is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitt for the correctness or accuracy of the design Information as it may'relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ1 53906899 - 11-11 Truss Type C HIP TRUSS 1 Reference ue 1-0•p 7-0-0 12.3-7 17-5-2 22-6-14 27-8.9 33-0-0 40.0.0 4,1-Of 1.0.0 7-0.0 5.3-7 5-1-11 5-1-11 5.1.11 5-3.7 7.0-0 1.0.0 Scale - 1:8r 7x14 M11181-1= 5.00 12 5x8 = 5x8 = 7x8 = 5X8 = 7x10 MII18H= c D E F O H T.i 5x12 a R O P O 2x5 II 5x10 M1118H= 5x8 = 5x8 = N M L K 5x8 = 5x8 = 24 II 500 M11/84= 7.0-0 7-1[12 12-3-7 17.5-2 22.6.14 27.8.9 , 32.10- 3�p-0 40-0-0 7.0.0 0-1.12 5.1-11 5-1.11 5.1.11 5.1-11 5.1.11 0.1-12 7-0-0 Plate Offsets X Y : [B:0-3-13,Edge)_[C:0-6.8,0-3-81,[F:0-4-0,0-4-81,[H:0-3-0.0-4-01, [1:0-3-13,Edgel SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP LOADING (psf) TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.92 N-0 >512 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.54 N-0 >306 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.28 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl - 240 Weight: 241 lb LUMBER TOP CHORD 2 X 4 SYP No.1 D 'Except' T32X6SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.1 'Except' B22X6SYP SS WEBS 2 X 4 SYP No.3 'Except' W1 2X4SYP No.2, W1 2X4SYP No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W12X4SYP No.2 REACTIONS (lb/size) B-3290/0-8-0, 1-3290/0-8-0 Max Horz B--75(load case 5) Max UpliftB--900(load case 3), I--950(load case 3) BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--7651, C-D--10313, D-E--11877, E-F--11858, F-G--11858, G-H=-10317, H-1--7650, 1-J-26 BOT CHORD B-R-6973, O-R-7010, P-O-7010, 0-P-10310, N-0-11877, M-N-10315, L-M-7009, K-L-7009, 1-K-6973 WEBS C-R-707, H-K-706, D-P--1555, E-0--637, F-N--632, G-M--1549, C-P-3744, D-0-1783, E-N--21, G-N-1757, H-M-3749 J a'g 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 900 lb uplift at joint B and 950 lb uplift at joint I. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 513.31b down and 181.21b up at 33-0-0, and 513.31b down and 181.21b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and 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 (pit) Vert: A-C--60.0, C-1-1--125.0, H-J--60.0, B-R--20.0, K-R--41.7, I-K--20.0 Concentrated Loads (lb) Vert: R--513.3 K--513.3 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/sk/4-1 -3 53906899 • H1A HIP TRUSS I 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:312003 Page 1 -F-O-P 5-9.1 9-0.0 , 16-4-9 23.7-7 31-0-0 34-2-15 , 40-0-0 4,1-9f 1.0-0 5-9-1 3-2.15 7.4-9 7-2.13 7-4-9 3-2-15 5.9-1 1.0-0 Scab -1.66. 5x7 = 3x6 = 3x6 = 2x3 II 5x7 = 5.00[12 D TO E F O H 2x3 2x3 G C 1 w1 W w1 wt v a J KID - dA g 30 O P O N M L 30 = 3x6 = 3x10 M1116H= 3x6 = 30 = 3x10 M1116H= 3x6 = 9-1-12 16.4-9 23.7-7 30-10.4 40.0.0 9-1-12 7-2-13 7.2.13 7-2-13 9-1-12 Plate Offsets X Y : D:0-5-4 0-2-8 H:0-5-4 0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-O >658 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.18 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 192lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 , TOP CHORD Sheathed or 2-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2 X 4 SYP No.3 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-B-22, B-C--3332, C-D--3135, D-E--4008, E-F-4008, F-G--4008, G-H--4008, H-1--3135, I-J--3332, J-K-22 BOT CHORD B-Q-2995, P-0-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995 WEBS D-Q-265, H-L-265, E-0-443, G-N-443, C-Q--151, D-0-1269, E-N--1, H-N-1268, I-L--151 NOTES (6) 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 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 Q yustomer No: 11 U4o Customer Name: C EN 1 tX t1UMt5 UHLANDU 5nop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1A Job Truss Tr OW&M Oty Ply Centex-Orlando/1928-B & Clsk/4-17-3 53906899 ' H1 B HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 1 -1-0-p 5-6-0 11.0.0 17-" 23-0-0 29-0.0 34-6-0 40 0 0 40 0-A 1-0-0 5-6.0 5-6.0 6.0.0 6.0.0 6-0-0 5.6-0 5.6.0 1.0-0 Scale . 1:68. 5x8 = 3x8 - 5x8 = 5x8 - E F O 5.OD 12 TO Tq 3x8 3x6 c w 1 H W4 W4 0 A e I a1 30 = O N M L K 3x7 = 24 II 5x8 = 3x8 = 54 = 20 11 5-6-0 12.0-0 20-0.0 28.0.0 34.6.0 40-0-0 5.6-0 6-6-0 8-0.0 B-0-0 6-6-0 5.6-0 Plate Offsets X Y: D:0-3-0 0-2-4 F:0-4-0 0-3.0 G:0-3-0 0-2-4 L:0-4-0 0-3-0 N:0-4.0 0-3-0 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.26 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Ver1(TL) -0.54 M-N >871 BCLL 0.0 Rep Stress Incr YES WB 0.61 HOrz(TL) 0.18 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 1991b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2.12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 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 UplitiB--317(load case 2), I--317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3425, C-D--2926, D-E--2807, E-F--3329, F-G--2807, G-H--2926, H-I--3425, I-J-22 BOT CHORD B-0-3067, N-0-3067, M-N-3277, L-M-3277, K-L-3067, I-K-3067 WEBS C-0-113, H-K-I13, E-M-960 F-M-96, D-N-760, G-L-760, E-N--642, F-L--642, H-L--448, C-N-448 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 317 lb uplift at joint B and 317 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 responsibillt for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard customer NO: 11045 Lustomer Name: C;ENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 B Job Truss Truss Qty Ply Centex-Orlando/1928-B & Clsk/4*-3 53906899 ' 1-11C COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 1-0-P 7.8-11 13-0-0 27-0.0 32-3-5 40-0-0 4.010 1-0-0 7.8-11 5-3-5 14.0.0 5.3-5 7.8.11 1-0-0 scale - 1:68. 5x6 = 5x6 = 2x3 II D E F 5.00 FIT a 3 C W2 O + w A e 1 FI I tq O 3x7 = N M L K J 3x7 = 34 = 3x8 = 3x8 = 3x8 = 3x8 = 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/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.22 • L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.50 L-N >952 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 Well - 240 Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-13 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 UplittB--290(load case 2), H--290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3301, C-D--3027, F-G--3027, G-H--3301, H-1-22, D-E--2895, E-F--2895 BOT CHORD B-N-2948, M-N-2495, L-M-2495, K-L-2495, J-K-2495, H-J-2948 WEBS C-N--336, G-J--336, E-L--443, D-L-506, F-L-506, D-N-537, F-J-537 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 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 rCustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 C Job Truss Truss Type Oty Ply Centex-Orlando/1928-B 8 Cflsk/4-17-3 53906899 ' H 1 D CoxAMiielif �!M 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 1.0-p 7-8-11 15.0-0 25.0.0 32.3.5 40-0-0 4,1-0� I 1-0-0 7-8-11 7-3-5 10-0-0 7.3.5 7-8.11 1-0.0 scab - 1:68 5.00 f 12 2x3 II 5x6 = D E F Tq 5x8 I-5x8 C G b 4 yy A a ajH I Ig 3x7 = N M L K J 3x7 = 34 = 3x8 = 30 = 3x8 = 3x8 = 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: C:0-4-0 0-3-0 D:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >979 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-11-14 oc bracing: B-N. 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-13-22, B-C--3300, C-D--3028, F-G--3028, G-H--3300, H-1-22, D-E--2482, E-F--2482 BOT CHORD B-N-2968, M-N-2314, L-M-2314, K-L-2314, J-K-2314, H-J-2968 WEBS C-N-405, G-J-405, E-L--239, D-L-269, F-L-269, D-N-665, F-J-665 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15f1; 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 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 LL customer No: 11045 Customer Name: CEN I EX HOMCJ UMLArvUV anop NO; 0.3VU00Vy Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 D Job Truss Truss Type Oty Ply Centex-Orlando/1928-B & C/jjsk/4-17-3 53906899 H I E C(i r 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:33 2003 Page 1 1.0•p 7-8-11 13.8-1 17-0-0 , 23-0-0 26.3.15 , 32.3-5 , 40.0-0 40.0 1-0-0 7-8-11 5.11-5 3-3.15 6-0-0 3-3-15 5-11-5 7-8-11 1-0-0 seals - 1 5.00 12 50 = Sx8 = V IY M L I� 3A = 3x$ = 5z10 = US = 3A = 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:0-4-0,0-3-01,(E:0-3-0,0-2-41,(F:0-3-0,0-2-41,(G:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Verl(TL) -0.49 I-K >972 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-6-4 oc bracing: B-O. WEBS 1 Row at mldpt D-M, G-M REACTIONS (lb/size) B-1653/0-8-0, 1-1653/0.8-0 Max Horz B--154(load case 5) Max UpliftB--333(load case 4), I--333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3311, C-D--3025, D-E--2145, F-G--2145, G-H--3025, H-1--3311, 1-J-22, E-F--2166 BOT CHORD B-0-2961, N-0-2422, M-N-2422, L-M-2422, K-L-2422, I-K-2961 WEBS C-0--379, D-0-590, G-K-590, H-K--379, E-M-557, F-M-557, D-M--633, G-M--633 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 II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint I. 5) 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 responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 E russ 53906899 ' IH1F [CO , 4 7-8-11 13-8-1 19-0-0 21.0-0, 26.3.15 32.3.5 40-0.0 40 1.0-0 7-8.11 5-11-5 5-3-15 2-0-0 5.3.15 5-11.5 7-8-11 1-0-0 Scale - �j. 3x6 = 3x6 = 5.00[12 US= W= 3x6 = 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 Oj,[E:0 3-0,0-2 4j,[F:0-3 0,0-2-41,[G:0-4-0,0-3-0) LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Ver1(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >966 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 205 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-1653/0-8-0, 1-1653/0-8-0 Max Horz B-170(load case 4) Max UplittB--352(load case 4), 1--352(load case 5) BRACING TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 1 Row at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3307, C-D--3025, D-E--2115, F-G--2115, G-H--3025, H-1--3307, I-J-22, E-F-4965 BOT CHORD B-0-2956, N-0-2434, M-N-2434, L-M-2434, K-L-2434, I-K-2956 WEBS C-0--3631 D-0-577, G-K-577, H-K--363, E-M-579, F-M-579, D-M--726, G-M--726 6 �a 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 II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint I. 5) 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 responsibllitl for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 F 53.906899- IT1 ICOMMON 117 2003 �-0-P 7.8-11 i 13.8-1 20.0.0 26.3-15 32.3.5 40-0.0 4,1.0 p 1.0-0 7-8-11 5-11.5 6.3-15 6-345 5-11-5 7.8-11 1-0.0 Scab -1:6 5 00 12 5x8 = 3x8 = 3x8 = 3x8 = 3x8 = US = 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 0.67 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 H-J >960 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight:.195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 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 5) Max UplihB--360(load case 4), H--360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3306, C-D--3026, D-E--2113, E-F--2113, F-G--3026, G-H--3306, H-1-22 BOT CHORD B-N-2955, M-N-2436, L-M-2436, K-L-2436, J-K-2436, H-J-2955 WEBS C-N--360, D-N-574, D-L--737, E-L-1164, F-L--7371 F-J-574, G-J--360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15f1; 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/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i� Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T1 53906899 - I CJ2 I JACK 8 22 1-10.3 1 11.11 Scale - 1 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 0.02 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11 A I oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8-155/0-8-0, E-19/Mechanical, C-44/Mechanical Max Horz B-47(load case 5) Max UpliftB.-67(load case 4), C-44(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--30, C-D--4 BOT CHORD B-E-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 67 lb uplift at joint B and 44 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard .12 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ2 Job Truss Truss Type I Oty Ply Centex-Orlando/1928-B 8 Cf1sk/4-17-3 53906899 - GE2 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1 -1-0-0, 10.4.0 , 20-8.0 ,21-8.01 1.0-0 10.4-0 10-4-0 1-0-0 Scale - 1:35. 3x6 = 2x311 2x311 F H 243 11 2x3 11 5.00 12 E 1 24 11 2x3 11 D T 2x3 11 2x3 11 T C T K T T T B L MI8 yy C 3x5= v u US=. 20 11 2x3 11 2x3 II US = 24 11 2x3 11 20 II 2x3 11 2x3 II 7.4-0 20-8-0 7-4-0 13.4-0 Plate Offsets X Y : G:0-3-0 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in _(loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.08 V >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 V >680 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 L n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 96lb 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. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B-364/0-8-0, L-228/13-4-0, S--280/13-4-0, T-638/13-4-0, 0-113/13-4-0, P-177/13-4-0, 0-123/13-4-0, N-253/13-4-0 Max Horz B-100(load case 4) Max UpIif1B--123(load case 4), L--71(load case 5), S--285(load case 6), T--224(load case 4), P--70(load case 5), 0-47(load case 5), N--79(load case 5) Max GravB-364(load case 1). L-228(load case 1), S-124(load case 4), T-639(load case 6), 0-124(load case 7), P-177(load case 1), 0-123(load case 7). N-254(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--185, C-D--125, D-E--100, E-F--184, F-G--117, G-H--134, H-1--145, 1-J--142, J-K--151, K-L--159, L-M-21 BOT CHORD B-V-111, U-V-111, T-U-111, S-T-111, R-S-111, 0-R-111, P-0-111, 0-P-111, N-0-111, L-N-111 WEBS F-S-53, E-T--338, D-U--45, C-V--51, H-0--91, I-P--130, J-0--97, K-N--180 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) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B, 71 lb uplift at joint L, 285 lb uplift at joint S, 224 lb uplift at joint T, 70 lb uplift at joint P, 47 lb uplift at joint 0 and 79 lb uplift at joint N. 6) Truss shall be fabricated per ANSI/1-P1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4' of Interior joints. Bracing Indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE2 Job Truss Truss Type Oty Ply Centex-Orlando/1928-B 8 C4sk/417-3 53906899' T2 2 1 Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1 11-0-0 1 7.2-13 10.4.0 13-5-3 19-10-8 1.0-0 7-2-13 3-1.3 3-1-3 6-5-5 Scale -1 U4 = e1110 = W = 10-4.0 19-4-0 1 -10 8 10-4-0 9-0-0 0.6-8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.13 B-G >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-0 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2 REACTIONS (lb/size) B-851/0-8-0, F-766/0-8-0 Max Horz B-111(load case 4) Max UplittB--215(load case 4), F--137(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--1362, C-D--1054, D-E--1049, E-F--1308 BOT CHORD B-G-1179, F-G-1107 WEBS C-G--352, D-G-677, E-G--255 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of It fabricator to increase plate sizes to account for these factors. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint B and 137 lb uplift at joint F. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F. 6) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T2 53906899' ICJ3 Scale - 1:7 1 -1 - 2-10.3 2,11-11 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 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 (Ib/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-15f1; TCDL-6.Opsf; BCDL-6.Opsh 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 Ib 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ3 Job Truss Truss Type Oty Ply Centex-Orlando/1928-B & C4sk/4-17-3 53906899 GE3 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 -1.0.0 4-8-0 9-4-0 10-4.0 1-0.0 4-8.0 4-8-0 1-0-0 Scale. 1:18. 3x4 = D 2x3 II 2x3 II E C ' 5.00 F12 ST1 STl 1 T1 B F B/ p Ig 12x3 II H G 26 II 3x4 = 3x4 = 2-0-0 6-1.8 9-4.0 2-0.0 4-1-8 3-2-8 LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 F-H >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 F n/a • BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 36lb 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. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/slze) B-443/2-0-0, F-417/3-2-8 Max Horz B--55(load case 5) Max UpliftB--137(load case 4), F--121(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--562, C-D-452, D-E-448, E-F--553, F-G-21 BOT CHORD B-1-462, H-1-462, F-H-462 WEBS C-1-72, E-H-52 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) Truss designed for wind loads In the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint B and 121 lb uplift at joint F. 6) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4` of Interior joints. Bracing Indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ��w ww■ ���wA f1L_ \�__ CAAAf+AAA GUStonler No: 11045 Customer name: CEN it EA HOMES ORS-Ai-quv JrwN ivv..raaw•»� Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 53906899 JEJ4 5, i s,a 3.10.8 4-" Scab -1:9 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 A >762 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 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-93/Mechanical, B-239/0-8-0, D-36/Mechanical Max Horz B-82(load case 5) Max UpliftC--74(load case 5), 13--73(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-30 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint C and 73 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 V of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4 53906899 IEJ4A (JACK Scab - i �a■a — 3.10-8 4.0-0 3.10-8 0-1.8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 A-C >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 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) A-144/0-8-0, B-108/Mechanlcal, C-36/Mechanical Max Horz A-75(load case 5) Max UpliftA--20(load case 5), B--76(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-36 SOT CHORD A-C-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint A and 76 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 Customer No: 11 U45 Customer Name: (:tN I tX muMtb UKLANUV �nop No: asyuovuu Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A 53906899 1 HJ4 1 ENDJACK i -1.5.0 i 5-7.2 1.5-0 3x4 = 3.54 12 5.7.2 81 5.7.2 C Scab . LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Weil PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.07 B-D >897 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0.12 A >177 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-212/0-11-5, D-202/Mechanical, C--17/Mechanical Max Horz B-73(load case 2) Max UplittB--166(load case 2), D--62(load case 3), C--90(load case 2) Max Grav B-212(load case 1), D-202(load case 1), C-81(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-E-18, B-E-18, B-C--5 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 166 lb uplift at joint B, 62 lb uplift at joint D and 90 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection'and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitt 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 (pit) Vert: A-E--60.0 Trapezoidal Loads (pit) Vert: B--6.8-to-D--113.1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ4 Job Truss Truss Type Oty Ply Centex-Orlando/1928-B & C4sk/4-1y-3 53906899 CJ5 JACK 4 1 Job Reference (optional) Universal Forest Products,lnc., BurIingtoR',N8T?2T5,—J"e-WKerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 1 -1-0-0 4-11-11 1-0-0 4-1 1-11 5.OD ri2 T1 B B1 I D 3xa - 4-10-3 4.11-31 4-10-3 0.1.8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 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) 1 st LC LL Min I/dell - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-126/Mechanical, B-275/0-8-0, D-46/Mechanical Max Horz B-100(load case 5) Max UpliftC--94(load case 5), B--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-41 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 V 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_ Y_.. &144nAr /+....a..w...r kl..-- P►CkITCV Uf%RACC ^121 Aklr%f't Qkd%r% k114%• fZolona 2A0 %LOUOLU11119l ITV. 1 1 VTV VUIOL ll�il I�G��nV. Vv�• r.i� w���w v�.r�.�ry -61, ' vvvvv--- Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ5 „uu IE,17 I rubs I I russ type 114 Uty I PlyIGentex-Orlando/1928-B & Cr1sk/4-17-3 53906899 JACK 1 ue 1A -1-0.0 7.0.0 U4 = wale . 1:15: 6.10.8 6-10-8 7 0 0 0-1.8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/detl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A >93 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C-190/Mechanical, B-352/0-8.0, D-66/Mechanical Max Horz B-137(load case 5) Max UplifiC--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-0 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 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 responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ7 53906899 1 HJ7 1 ENDJACK TRUSS -1-5-0 5-8-7 9-10-1 , 1-5.0 5-8.7 4.1-10 Scab 1:181 3x4 = , 5-8-7 , 9.10.1 , LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-428/0-1 1 -5, E-403/Mechanical, D-222/Mechanical Max Horz B-163(load case 4) Max UpliftB--194(load case 2), E--36(load case 3), D--148(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-H-18, B-H-18, B-C--842, C-D-46 BOT CHORD B-G-781, F-G-781, E-F-O WEBS C-G-169, C-F--857 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 and zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint B. 36 lb uplift at joint E and 148 lb uplift at joint D. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of Interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-H--60.0 Trapezoidal Loads (pit) Vert: B--1.7-to-E-49.5, 1-1--0.0-to-D--148.5 t'll Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 � R 02 (P Builder: CENTEX HOMES Address: I O CEDAR HEIGHTS CT. Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 37.0 kBtu/lu 3. Number of units, if multi -family 1 _ _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (fl') _ 1928 fl' c. N/A 7. Glass area & type a. Clear - single pane 210.0 It' _ 13. Heating systems b. Clear - double pane fl 0.0 ' _ a. Electric Heat Pump Cap: 37.0 kBitOu c. Tint/other SHGC - single pane 0.0 fl' _ _ HSPF: 8.35 d. Tint/other SHGC - double pane 0.0 fl' b. N/A _ R. Floor types — a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) fl _ 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 Insul, Exterior R=4.1, 1058.0 fl' _ _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 278.0 fl' _ 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, 1964.0 W _ 15. HVAC credits PT b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, e. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 fl _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27478 PASS Total base points: 29112 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARE BY• f,� DATE: ��24I I hereby certify thai this building, as desi ned, is in compliance with the Florida Enerq de. DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. OFTHESTq , V '. ` �a�A BUILDING OFFICIAL: My N[ne DATE: EnergyGauge@ (Version: FLRCSB v32) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC .18 1928.0 25.78 8946.7 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM = Points Type Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior Exterior 1058.0 1.90 2010.2 Frame, Wood, Adjacent Overhang Ornt Len Hgt Area X SPM X SOF = Points S 1.0 6.0 32.0 44.66 0.94 1349.1 W 1.0 9.5 32.0 53.47 0.99 1701.0 S 1.0 4.0 10.0 44.66 0.87 387.8 E 1.0 6.0 32.0 59.31 0.97 1838.6 E 1.0 8.0 40.0 59.31 0.99 2344.3 E 1.0 6.0 32.0 59.31 0.97 1838.6 N 1.0 6.0 16.0 27.96 0.97 435.8 N 1.0 6.0 16.0 27.96 0.97 435.8 210.0 10331.1 R-Value Area X SPM = Points 4.1 1058.0 1.18 11.0 278.0 0.70 1248.4 194.6 Base Total: 1336.0 2204.8 As -Built Total: 1336.0 1443.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior 18.0 1.60 20.0 4.80 28.8 96.0 Exterior Wood Adjacent Wood 20.0 7.20 18.0 2.40 144.0 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 1916.0 2.13 4081.1 Under Attic 19.0 1964.0 2.82 X 1.00 5538.5 Base Total: 1916.0 4081.1 As -Built Total: 1964.0 5538.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab Raised Base Total: 198.0(p) 0.0 -31.8 0.00 -6296.4 0.0 -6296.4 Slab -On -Grade Edge Insulation As -Built Total: 0.0 198.0(p 198.0 -31.90 -6316.2 -6316.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRE52001 FLRCSB 0.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: . . . PERMIT #: BASE AS -BUILT Summer Base Points: 36650.7 Summer As -Built Points: 38773.3 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) 38773.3 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 13084.5 36650.7 0.4266 15635.2 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGauge"' DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1928.0 5.86 2033.7 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4 Single, Clear W 1.0 9.5 32.0 10.74 1.00 343.5 Single, Clear S 1.0 4.0 10.0 7.73 1.05 81.2 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear E 1.0 8.0 40.0 9.96 1.01 400.7 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 As -Built Total: 210.0 2111.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 278.0 1.80 500.4 Concrete, Int Insul, Exterior 4.1 1058.0 3.31 3496.7 Exterior 1058.0 2.00 2116.0 Frame, Wood, Adjacent 11.0 278.0 1.80 500.4 Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1 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 1916.0 0.64 1226.2 Under Attic 19.0 1964.0 0.87 X 1.00 1708.7 Base Total: 1916.0 1226.2 As -Built Total: 1964.0 1708.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 198.0(p) -1.9 -376.2 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495.0 Raised 0.0 0.00 0.0 Base Total: -376.2 As -Built Total: 198.0 495.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1928.0 -0.28 -539.8 1928.0 -0.28 -539.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . . PERMIT #: BASE AS -BUILT Winter Base Points: 5134.3 Winter As -Built Points: 8030.E 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) 8030.6 1.000 (1.078 x 1.160 x 1.00) 0.409 0.950 3899.4 5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 3899.4 EnergyGauge"' DCA Form 60OA-2001 EnergyGauges@/FIaRES'2001 FLRCSB N3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 15635 3221 10256 29112 13085 3899 10495 27478 PASS THE Sr'® EnergyGaugeT' DCA Form 60OA-2001 EnergyGauge fFlaRES'2001 FIRCSB 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 .ff. window area: .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate: joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8' sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2' clearance & 3' from insulation; or Type IC rated with < 2.0 cfrn from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences_) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly 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 efficien 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, fillings, 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. EnergyGauge"' DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (111) 7. Glass area & type a. Clear - single pane b. Clear -double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane - 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Une. Ret: Unc. Ali: Garage b. N/A New _ 12. Cooling system Single family _ a. Central Unit /hr Cap: 37.0 kBtu_ I _ SEER:12.00 _ 4 _ b. N/A Yes 1928 ft' c. N/A 210.0 ft" _ 13. Heating systems 0.0 ft'- a. Electric Heat Pump Cap: 37.0 kBtu/hr _ 0.0 fi' _ HSPF: 8.35 _ ft 0.0 ft' b. N/A R=0.0, 198.0(p) ft _ c. N/A 14. Hot water systems _ a. Electric Resistance Cap: 50.0 gallons _ R=4.1, 1058.0 11' _ EF: 0.86 _ R=11.0, 278.0 ft' _ b. N/A _ c. Conservation credits _ (HR-Heal recovery, Solar _ DHP-Dedicated heat pump) R= 19.0, 1964 .0 ft' _ 15. HVAC credits PT, _ _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, 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: Address of New Home: 163 CEDAR HEIGHTS CT. City/FL Zip: LAKE MONROE/32747 '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 EPADOE EnergyStarr"rdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 03i26/2003 10:21 DEL AIR 4 4076614089 NO.347 P014 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job; 1928 09-06-02 IM COMMERCE STREET. LAKE MWY, n =4&=$ PW— (40n 831-2a" Project Information For. CENTEX HOMES Notes: Design Information Weather. Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Inside db 70 OF Outside db Inside db 93 75 OF OF Design TD 32 OF Design TD 18 M OF Daily range Relative humidity 50 % Moisture drfferenoe 43 grAb Heating Summary Building heat loss 32761 Btuh Ventilation air 0 clim Ventilation air loss 0 Btuh Design heat load 32751 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1928 1928 Volume (ft*) 15424 15424 Air changesftur 0.80 0.40 Equiv. AVF (dm) 206 103 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output. Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.7 HSPF 0 Stuh @ 47-F 0 OF 1200 dm 0.037 drNBtuh Sensible Cooling Equipment Load Sizing Structure 24036 8tuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelsvinng multiplier 0.98 Total sens. equip. load 24525 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3032 Btuh Total latent equip. load 5887 Btuh Total equipment load 30412 Btuh Req. total capacity at 0.70% SHR 2.9 ton Cooling Equipment Summary Make TRANE Trade Efficiency 12.1 EER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual cooling fan 1200 dm Cooling air flow factor 0.050 dm1Btuh Load sensible heat ratio 81 % Boaria6C vakAs Asro been wwww ererrlaHrrl Printout certified by ACCA to meet all requirements of Manual J 7th Ed. a VV"Vkjts�ft aft-Su1vPAdawmr**s.&0s 13 2003-Uff-26W.1111M k& Page I 03/26/2003 10:21 DEL AIR + 4076614089 N0.347 9015 RIGHT! CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job;1928 094"2 tog COMMERCE SYR -V. LAKE MARY. FL 32746.62M Phony (407) 931-2M Procedure A - Winter Infiltration HTM Calculation's 1. Winter infiltration AVF 0.80 ach x 15424 ft' x 0.0167 = 206 dm 2. Winter infiltration load 1.1 x206 dm x 32 OF Winter TD = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh 1 248 W Total window = 29.2 MOM and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15424 fie x 0.0167 = 103 dm 2. Summer infiltration load 1.1 x 103 cfm x 18 3. Summer infiltration HTM 2036 Btuh 1 248 fz OF Summer TD = 2036 Btuh Total window = 8.2 BtuhW and door area Procedure C - Latent Infiltration Gain 0.68 x43 grfib moistdiff. x 103 din = 3032 Stub vroceaure u - tquipment timing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 din vent x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24036 Btuh Sum of ventilation and structure loads - 25026 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24525 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 grfib moistdiff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Stub Infiltration load from Procedure C + 3032 Stub Equipment sizing load - latent = 5887 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 BaKeaGc slues hale bell awpway evenrmen Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrvg htsoft . Pjft-su'wl s-'Lw RSR26o13 2003 6Aar�6 09110!< /90CK F-AF8ee1CerGw 2002119Mi2281ar pw1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P016 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 327464M Ph6m: (40 ) 831-2885 Job:1928 094)"2 J: 71h Ed. 1 Name of room Entire House FOYAJVIMN BR4 KIT j4MANUAL Loup2 Lenof exposed wall 198.0 ft 42.0 R 30.0 R 11.0 R 3 Room dimamsions 19A x 20.0 1t 1&0 x 14.0 R 19.0 x 11.0 ft Ceanp Cowlt, Option 8.0 ft heatfecol d SA ftj howcool &0 ftl heatAciool 8.0 Alheav000l TYPE OF CS11 HTM Area Load (Stub) Area Load (B1uh) Area Load (") Area I Load (Barb) EXPOSURE NO. Hlo i Clg (it?) Ntg I Ctg Htg 1 C39 (f F) mtg 09 (fe) Hv 1 09 $ Gross a 14B 4.6 2.1 1288 208 "" ""' 240 "" "" Be - Exposed b 12C 7-9 1.9 0 "" "" 0 "" "" 0 "" ""' 0 walls and c 13C 32 12 298 "^ "" 128 ^' "" 0 partitions d 0.0 0.0 0 "" 0 "" 0 0 e 0.0 0.0 0 ^^ 0 ~- 0 ^~ 0 ~" f 0.0 0.0 0 - "" 0 0 -~� ~� 0 8 Windows and a 1C 37.0 ^ 170 6283 - 32 1183 "" 32 1183 "" 10 370 glass doors b 80 37.0 ^ 40 1470 - 0 0 0 0 0 0 Heating C 9C 98.7 0 0 "' 0 0 0 0 0 0 d 1C 37.0 " 0 0 0 0 "" 0 0 ""' 0 0 e 7L 20.8 0 0 0 0 0 0 0 0 f 0.0 " 0 0 0 0 0 0 0 0 7 Windows and Noah 20.4 18 = 363 4 " ' 82 0 0 2 ^" 43 glass doors NEfNW 39A 84 _ 2622 0 - 0 32 "•' 1261 0 � . 0 Cooling EIW 0.0 0 0 0 "" 0 0 "" 0 0 0 WSW 47A 128 - am 28 "" 1326 0 "" 0 a ^" 374 South 0.0 0- 0 0 "" 0 O "" 0 0 0 Hom 0.0 0- 0 0 '�^ 0 0 �'�' 0 0 "" O 8 other doors a IUD 14.7 9.9 20 294 109 20 294 1" 0 O 0 0 0 0 b IOD 14.7 93 18 205 179 0 0 0 O 0 0 0 0 0 c 0.0 0.0 0 O 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.5 2.1 1058 4875 2179 158 719 321 208 956 428 78 359 161 imposed b 12C 23 1,9 0 0 0 0 0 0 0 0 0 0 0 0 waft and c 13C 3.2 1,2 278 870 325 128 403 150 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 1 0.0 0.0 0 0 0 0 0 0 0 0 0 O 0 0 10 Ceilings a 161) 1.7 12 1954 =1 4372 428 720 953 182 309 405 209 3S4 465 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 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 ( OA 0.0 0 0 0 0 0 0 0 0 0 0 0 O 11 Floors a 22A 25.9 0.0 198 S132 0 42 1089 0 30 778 0 11 285 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perheter 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 O 0 0 0 0 0 0 0 12 b6batm a 1 29.2 '0.2 2481 7239 20381 52 15181 427 32 034 283 10 292 82 13 Subtotal lossme+8. •11.12 - 29774 ""' "" 5932 - "" 4162 - "" 1661 Less ademal heating •••• 0 •.•• ••» 0 ,••• ••.• 0 •••• , •••• 0 •.» Less transfer •^� 0 "" .•» 0 •••• •••• 0 ~ 0 •-.. Heating redistribution 0 ...• •.» 0 •••• •». 0 «» •••• 0 «.• 14 Duct loos 101A 2977 "" 10 9A 593 "" 10 416 "" 1 166 1S Total Im =13+14 "" 32751 "" "" 0525 " '"" Mal- 1827 - 16 InL gains: People ® 300 6 1800 1 - 300 0 - 0 0 Aypl 1200 2 "" 1600 0 - 0 0 - 0 1 "" 1200 17 Subtot RSN gain=7•8. *12•16 "" "" 21857 '^' "" 3757 "" ""' 2357 """ "" 2325 lie Leas eademal coofirg •"' ^" 0 "" "" 0 ^" ""' 0 "" ""' 0 Lwstrarrsfer "^ "" 0 "" "" 0 ""' `..' 0 "" "" 0 Cooling recdsbthution "" " ' 0 "" "" O 0 '^ 0 Dud gain 10 ~ 2195 10 "" 376 10 - 236 1 = 233 19 Total RSH ganr-(17+18)1PLF 1.00 - 24096 1.00 "" 4133 1.00 ^^ 2583 1.00 ^� 2W$ 20 Air required (dn0 ^^ 1200 1200 "^ 239 206 168 129 - 67 •120 Pdrltout verbfied by ACCA b meet al TeWrements of Manual J 7th Ed. we-igf�lTsoft RWd,%ReResidar6a-'LSA6RSR26o13 20034ftf-25=11:06 . C�Ca'► 1f0ea1Cer9mc20001192811928.fsr POW 01i26i2003 10:21 DEL AIR 4 4076614089 NO.347 P017 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1923 09-06-02 109 COMMERCE STREET. LAKE MARY. FL 3274"= Phone: (4071831-2WS J. 7th Ed. 1 Name of roan GREAT RM VVIC MDR 8TH1 J4M4NUAL z Length of exposed wall 34.0 R 0.0 R 35.0 R 0.0 R 3 Room d'onensials 19.0 x 16.0 R &0 x 9.0 ft 15.0 x 14.0 R 6.0 x 11.0 ft Ceiings Cond1L Option 8.0 R heallcool 8.0 al hewticool 8.0 al heat/cool 8.0 a thaitloo0l TYPE OF CST HTM Area Load (Btuh) Area Load Muhl Area I Load (Btu h) Area I Load (Bbi h) EXPOSURE NO. Htg I Clg M H(9 I CID m Htg I CIO (1* CIO (re) 1i18 I C19 5 Gross a 14B 4.8 Z.1 272 "" "" 0 "" "" 280 0 Exposed b 12C 2.9 1.9 O 0 0 0 walls and c 13C 3.2 1.2 0 "" "" 0 "" "" 0 ""' "" 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 OA 0 ^� ^^ 0 �^ "" 0 "" �^ 0 f 0.0 0.0 0 "" "" 0 "" "" 0 8 1Aflndows and a 1C 37.0 ^ 32 1183 - 0 0 - 32 1183 "" 0 0 glass doors b 8C 37.0 '- 40 1478 - 0 0 - 0 0 ""' 0 0 Heating c 9C 35.7 " 0 0- 0 0- 0 0 "" 0 0 d 1C 37.0 ~ 0 0 �- 0 0 -�- 0 0 �--� 0 0 ^'- e 7L 20.0 " 0 0- 0 0- 0 0 "' 0 0 f 0.0 " 0 0- 0 0- 0 0 "" 0 0 T Windows and North 20.4 8 "" 156 0 "" 0 4 ""' 82 "" 0 glass doors NEINW 39.4 0 "" 0 0 "" 0 0 "" 0 Coofuhg ENV 0.0 0 ""' 0 0 '"" 0 0- 0 SElSW 47A 64 "" 3031 0 ""' 0 28 "'- 1320 0 "" 0 South 0.0 0 "" 0 0 "" 0 0 ""' 0 0 0 Haz 0.0 0 "" 0 0 "" 0 0 "" 0 0 0 8 Odher doors a 10D 14.7 9.9 0 0 0 0 0 0 0 O 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 D 0 0 0 0 c 0.0 0.0 0 O 0 0 0 O 0 0 0 0 0 0 9 Net a 14B 4A 2.1 200 922 412 0 0 0 243 1143 S11 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 O 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 O O 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 Z.2 304 SIG 677 72 122 180 210 356 467 66 112 147 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 O 0 0 0 0 0 0 0 4 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 O.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.0 0.0 34 881 0 0 0 0 35 907 0 0 0 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 6spl. 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 O 0 0 0 0 0 0 0 0 0 0 0 12 Irdift9on a 1 29.21 8.2 72 2102 591 0 0 0 32 934 263 0 0 0 13 Subrolalloae=6+8..+11+12 "" 7081 "'- "" 122 "" "" 4523 "'- "" 112 Leas mdernal healing "" 0 "'- 0 0 Less ben der "" 0 - 0 "" "" 0 ""' "" 0 Heating herfhatrlbutlon •••• 0 - •••. 0 •••• ••'" 0 »» •••• 0 .•.• 14 DUO loss 109A 708 "" 109A 12 - i0VA 452 - In 11 151 Total loss a 13.14 7789 "' - 134 "" I - 4975 - "" 123 16 ML ga m People® Soo 4 -^• 12DO 0 - 0 1 "" 300 0 - 0 1200 0 ^-- 0 0 --- 0 0 0 0 0 17 Subtot RSH gain08..+�12+16 "" - 60M - "'- 160 - "" 2949 "" ""' 147 Gees coUmal roofing •••• ••» 0 •••• •••• 0 ••.• = •�• 0 •••. ••» 0 Less Umfer "" "" 0 "" "" 0 �" 0 0 Cooling redgbhbulion "" "" 0 "" "" 0 ""' "" 0 0 18 Dud gain 10 - 609 10 - 16 10 "" 295 1 ""' 15 19 Total RSH gatr�(1T•18)7LF 1.00 "" 6695 1.00 - 176 1.00 - "" 324a 1.00 "" 182 W Air required (C9n) - 285 SU "" 6 9 " 182 162 - 5 8 Printout certified by ACCA t0 meet all requirements of Manual J 7th Ed. wr1g3-Vs4[=vft F0gM5kftPWddmMd-S.S.0Sflf =013 2003Mor-2609:1I= AC -CS► E'1Film', ardar20021192M 928js Poge2 03/26/200.3 10:21 DEL AIR 4 4076614089 NO.347 D018 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY, FL 3274"M RMW OM 831-2965 Job;1928 09-06.02 MANUAL J: 71h Ed 1 2 Nam d morn Length of exposed wall BR2 13.0 R BTH2 0.0 R BR3 25.0 ft LNDRY 7.0 ft 3 dtm ROOM erm w m 15.0 x 13.0 ft 5.0 x 8.0 R 15.0 x 12.0 It 7.0 x 10.0 ft 4 Ceilings Condd.Op5on 8.0 ft healknol &0 ftj heal/cool 8.0 Ri heaticool 6.0 R heavo a TYPE OF CST HTM Area Load (Bluh) Area Load (Stuh) Area I Load (Btuh) Area Load (Btuh) EXPOSURE NO. Ht9 I Cig (" ► V C-19 M "V I p8 on Htg Cog (ft') HW pD 5 Gross a 140 4.0 2.1 104 - "" 0 "" ""' 88 v. - o .... D 12C 2.9 1.0 0 - 0 "" "" 0 .. .... 0 ..« .... wand C 13C 3.2 1.2 0 - "" 0 "" "" 112 "" "" 58 par5bons d 0.0 0.0 0 - 0 "" 0 e 0.0 0.0 0 ^^ 0 - "" 0 ^^ o �--- f 0.0 0.0 0 - I - 0 '." "" 0 6 Windows and a 1C 37.0 " 16 591 - 0 0 "" 16 591 "^ 0 0 ^" glass doors b 8C 37.0 " 0 0- 0 0 0 0 "'" 0 0 Heating C 9C 38.7 0 0 "" 0 0 0 0 0 0 d I 37.0 ^ 0 0 �" 0 0 "" 0 0 "" 0 0 e 7L 20.8 0 0 0 0 0 0 "" 0 0 f 0.0 0 0 "" 0 0 ""' 0 0 "" 01 0 7 Wudo" and Noah 20.4 0 0- 0 0 "" "" 0 0 "" 0 0 glass doors New 39A 16 "" 630 0 - 0 16 630 0 Coolimo EMI 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 SEISW 47.4 0 "" 0 0 '"" 0 0 "" 0 0 "" 0 South 0.0 0 "" 0 0 ^" 0 0"' 0 0 "" 0 Herz 0.0 0 ""' 0 0 "" 0 0 "" 0 0 "" 0 e Other doors a 101) 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 O b 10D 14.7 9.9 0 0 0 0 O 0 0 0 0 18 255 179 c 0.0 0.0 0 0 0 0 0 0 0 0 0 O 0 0 9 Net a 14B 4.6 2.1 88 406 181 0 0 0 80 369 165 0 0 0 exposed b 12C 29 1.9 0 O 0 0 0 0 0 0 0 0 0 0 walls and c 13C 32 12 0 O D 0 0 0 112 am 131 38 120 44 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 6 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 Ceirings 8 18D 1.7 22 195 331 434 48 81 107 180 305 401 70 119 1S6 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 O o 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 13 337 0 0 0 0 26 974 0 7 181 0 (Nole: 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 de is pl. 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 b161 -Am a 292 82 lei 467 131 0 01 0 16 467 131 18 62sl 148 13 Subtotal 2132 - "" 81 "" "" 2759 "" "^ 1210 - Less a 'rm al heating "" 0 •.•. ••» 0 ''" ••» 0 •••• --» 0 .... Less transfer "" 0 "" "" 0 "" "" 0 "" "" 0 Healing redistrbullon "" 0 0 .... .». 0 .... .-» 0 �... 14 Ductbes IOV 213 "" 10 8 - 1101A 276 "" 10 121 15 TOW loos =13+14 "^ 2345 "" ""' 90 - - 3035 "" "" 1331 16 tnt gauss: People a 300 0 ^^ 0 0 ""' 0 0 "" 0 0 "" 0 Appl. ® 1200 0- 0 0 "" 0 0 "^ 0 1 "" 600 17 Subtot RSH gain=7+8_+12+16 "" - 1377 "" ""' 107 - "" 1458 "" "" 1127 Less edernal cooling •••• ..« 0 ..» ..» p •,•• •••• p .._ O 0 Less Uwtsfer '~` "" 0 0 0 CoolkV redistrbuGon "" `^' 0 "" ^" 0 0 "" "" 0 18 Duct n 10 "" 138 10 - 11 10 - 140 10 "" 113 19 Total RSH gain=(17+18)'PIF 1.00 "" 1515 1.00 "" 7i8 1.00 - 1604 1.00 1240 20 Air required (dm) "" 86 76 "^ 3 8 "" 111 8o - 49 62 _ Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Aftwr,+gl-slt aft pj0fj-M to Resl�&&08 RS1il60Is 2003.61anti W11:8 E.1F0e rA Mmc 2002119MI925M Poe 3 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D019 RIGHT-i WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:1928 094642 109 COMMERCE STREET, L"E MARY. FL 3274"206 Ptmw (407) 83t-2%S 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/LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 32.0 4.0 BR4 a n nw a c n 0 d 1 1 90 1.0 1.0 4.5 5.0 39.4 32.0 0.0 KIT a n Sw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47A 10.0 2.1 GREAT RM a n se a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47A 32.0 4.0 b n Se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 40.0 3.6 WIC MBR a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 BTH1 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.0 0.0 BTH2 BR3 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 LNDRY ,y Wnghtsoft wytd-3ueR s65.0HRSFMM3 2QOfy�260"lm AWK & FieeCA t 21 r 21 SM102&m PW I I 4 3 2 1 3. ( a R tl{D IpI ro rot OWL REWSIONS • •tea r -L'� a/ • REV. N0. 20NE: DATE: ECN NO. APPYO: DESCRIPTION .Mo t�T`I•sMs wow "eon°?I) 1 e2 I1/00 - 11WM I OTY (1) WAS (2) FOR TMCK BOLT I �7tC M) •r•1,I{tL '� i 7{ 4 YIL {iRtt •Tpplm to OOa Mal[a'rw TYOI WMaT M ((11pp OOM II{L{N7I pe w7 Ta1I rIM I•1011m 100-1•40C i171fY %A kk Oe.. wTTe1I . anrtA> D t10T Y Ir CA o.Lv. l40 •IUOiIR. A TT E4two nsTpt•�p race aI♦1• r•M LISTED "v. T�iCJT11{po�taYi as nq1 y� (•) TWA OwAOy ryl INC. VA TIP MA -cm •art uwolw p REPORT#96C6C :fit`"°"'""" C 'C, J s . m W{ w • y u u-M. 1 - -1 NTIaM " Mo V-YID 0. 1AI�yTw` NR a110N4 OVROt IYKa IOGI 1aelOM Y.L De011 VON - 1/'-0' • I 1 1 • sw rI.N AN.11flrl �K � d-=yry T uR wwf.[ INNVN 1 Sax � p�I�1ytIr► VVAW AWK rIM %V e00014 pWtro7'=o9 wo COlgilt�d <Q♦)sCClwlli{01or Co+rwe a oVQOC iWAC19 (� imonj ro Sri rwl mow as wwouo CI' eoa wrAw CM wo SWAM wal".L "a 00 NOT TIIo" to,& TA VoLOI rwC ♦ a so K WL "V. IML Do $?" 8 "I " r I"'°` InwND tlOR• to a O.Lv. am s11a {R[ 6 w7tOt0 w ..nur •-■ _ 1 �L C�LV sR Rnl y 7{ W wL {RA M 1..>�e rwI wia {Gd � �IA�O�i�0' 1. sMw eo rt wM 0-•0 1IIL 10 Mmw M N1C1 ..• 1 Ot10b tt-/0 rCll IyCJ( ryp(CT. •y,1,l„pyG�pV�e,_y1/4rae{M/��0polum a » WM$ (L= r0 WL e p a {w0 0I iR ilvL 7MM 4TCM wo.al, 1 .i•• TYOOM {aKM eM n-In• GOIIp11 1/' L�Wt(�) IOM 12 01. "V. pip Ta plie d IRS y�(y1(�AlCMM ' 0.0 Wye�WKr MOUMLe 7' "V. y� MAIM FAMCD M - 1• •,q� •I•CFR. t.ol wRR i1rL OIL{ w.r WOI OM w •Lo1oCD) t0 uty { IW91 Ism v. Ctm T1Net • • •R/) llr!/t• MR iL yC11oN.♦ V/(q w. hoc a eoo� IIIM ox 1 • �iar i wr r•� 1 • ,� AMM0 pa Do W� ++ ytCLL (an "a WY.d. IIe�.Ldrtn .4, 00 Mor w► W ARM f • Too= twa a 1" 1/0 pi wvm ovRlot rnt tSAI Cj♦,11. omt 7' ON war. iTO.. 10 •tti< slat /oLLOLEACH PEAL % AL #4 4 r.t. AtLL JIYL110IW I.C. IMMI v ♦"claf11L IIa1M tYlo<7Y /6 #mn MAM w OESICN LOADS: +24.0 PSI It -24.3 PSI m o w rtat ImI"rOc„ y ,{ t" t { or°°1°"sTEST I G.03: +J0.0 PSI Ic -37.0 PSI COLT A•IottWN 1 o1T "Al" =a MR M{ � tsIaOMOlolan Tw awa .. a ....o w� PART NO.:-rnON $a�Tml {mar. wn a wn wro tallca A {te an1 v-aa •R.oRD l^" ow ••^� tMa♦♦. {t.w oaw.lM. IJ Ai yam � „ m�"�'.., ^` " " TOLERANCES « rr]yi-orM.� r.�. .o . t.o3 ��MTY 71 11i-llumN Nh1 .M.Iram,... 00 . t-OIS DESCRIPTION: MODEL eRST Wa 16.0 r e-0: N/-24.3 OESION LOAD rO00 . LOOS lLp0000 . 5.001 DRAWN BY: 6MM GATE: 4/1e/00 SCALE: NTS QWO. D aims • s I/r CHECKED BY: www DATE: s/le/oo SPIFFY 1 Of 1 512E D TNro Moa a MIITL r4e•Amar. Iro)w uM ' OM{Ig1D M[w" livloai DWG. NO.: 10213e REV. NO. 1 SUILDM6 -Div, x, I Y i �rin eFSIGNAT1eN• Themta-Try M-S.inp Ocof wood %tomes System SO.C. Sininglgl N PRESSURE RATING: • � NA7t O.C. e Posit" 67.0 Psf Negative 67.0 PSF YAnwAI MRAJI NOMmAl err• Single up to 3'4 r 6'0 w/wo sidu10 a n Ooubls up to 6'4 ■ 0'0 r/ro lidoliwa ' • :' •a . Singlo with Sidelitaa Polities ti0.0 Psi Negative ti0.0 P:F pr N ),e�/NF CONFIGUR_neNi X. Olt. x0. Ox0. V. OlOc0 •� Ooubq r/ro Sidslits! Positive 47.0 PSf Negative♦7.0 PSF02 erretru efSf fNa}le l� The hood and side jambs are fingeticint Pine cc 6 °T meosu" a min. 4-6/16• with a :/2' rabtwted stop W . 3i6T/TPE TC�NR �• 1wc l6• O.C. . 00 23/f �'..'�' 1 . s Aware �1r " . IA' ORrtr L u• uA3GrlRr 1JNf71 `� ~ •� •" : ' •; , • `0 trwoNet• WIL Ix SLOCK WrEROR y - �. ■ 4 N n„ ,,, 4 ,s,G 414I Pa P ' '' MASOKRr SLOCX W-V 4AY8 4 P !, f • 1p Zr A0-OYCJ( e . .e� • to Ix 15W-6UCX .�. ,: :'; a !.}• � � •,: 1/2'0Rfk1Yl 3 i , �':"•�,. ..' " .« .4 �.. a 6uac ED 16' TAPCON W '•'S-� v% 1/2' Oth'kOtY. . ' : :.,. .+':. Tt9[ ANCHOR }''i � : • s� 1 r 2 rwarc y %.,�.. ELOO iAPCON oa nTYAt to : •::� / , "' ;'�. :; ':. �' • (233 td M* RATING)tAFWN .. .. i?:: « . • ,%'•'•H• tsIsle 2) \ • `' �z i�' .J 4'•'I_i N L '. O s�. .J ' ! A. l tYpE ANGOR ' SNw SPACE f -1/4• YIN. �?(.A�• ,fih,. j4 • f VOTI ott SM 4AW �:t :.'.l . '•.i.; •' • Di SI a • •< x m-WCR • " "t.NiS.�irc .s, t {' ,...• .•.t• t.ta�tew NOTr. 1. Mis Mtem has been swludtod for as M locations cohering to the Florida OutVing Cods b p,tTG 4 J/OY VVMCAL SOE 4AY6 and whys Pressure requirements as determined by ASCE 7 Minimum Osa;gn Leads for 90dings / • t t/•' t� and Other Structures do not exceed the design pressure ratings ratings listed herein. OW& N.T.S. ' Oa 6y: �. 2. for Installations whe the sub -buck i loos than 1-1/2' (FBC section 1707.4,4 Anchorage Wthods clot or. R.r. and sub -sections 1707.4.4.1 and 1707.4.4.2) Tapoon type concrete alohom must be used and the ORAN O NO-". I or T length mwt be soak that a minimum 1-1/4' en9o;4nent of Ns Topton into the masonry wag le obtoMed. trot a t ,Si 1100a BEIMMATKft Thermo-7m Out-S.L-1 Ow Wood 17mmee SYSIOM w Is, OA Single Positive 67.0 PSF Negative 67.0 P;F Single up to V4 x 8*0 o/wo oldellos . . § � 1`1 Single with Sidofites Positive 60.0 PSF hlogaPve 60.0 Pir at Cm Double up to 8*4 x VO v/.0 W"t*S• 71 )ouble w/wo Sidelitex Positive 47.0 PSF Negative 47.0 PSF a nOLMATIOtM' X. OX. XO. OXO. XX. =0 •i EP-' • e. -k The hood and side jurnbe are &K-401fit 00- OX Measuring a n%kL 4-9/14' elth a 1/2* MbOW(Od $10P- IIIAASONRY LwM • 3116- TAPCOH r ANCHOR J. "a is' O.C. "4$0OAAPALL #mmRr m t7 I x 2 nRIUNG ORM" .:rV7 -3/16* rwC AlkCNOR ED .4. M.5 CW& 45' WX SWM SPACE PM INS INTEMN .13o 611AL C — SWIMIX VL"" WE .bete to 2x SUB-41MIC Pow 3FAVA MMMIM --j ww TYPE ANC -FOR Z* ED 4�A CONCRIM UASOWY SLOCV .23' MAX .,.; c.I- C! SSNUJI SPACE 1.25' Adpr, P; i•% '?, it Life. ;/fo- TOCO14 p(TOWN M AW-40R IUO TAXON OR COW4 JPG. VPCON! OW (2M L&'.VCM I -AIM) N1. Aamw LI fs, wpf� 2 PRRIMC S—T C-sw 0 ORMALL $cc 4we Ix sum TO 1Y SUB -BUCK yRa, I x 2 FIRRM •1. This o)-vt" has been ovivolod (of use in I=,t;ms adhering to the Florida Building Code L=j ORYWIU and where pressure requirements as dotorr;Unoo by ASM 7 Minitnum Design loads for BuildiAgs CATE 4/3/02 K*C and Other Stmetures do not #rcood the design pressure ratings listed herein.SCALL H.T.S. 2. for inxtallations hem the sub -buck Is less then 1-1/2' (FOC section 1707,4.4 Anchoroge Alothods owc� Or. W.LK and iub-sections 1707.4.4.1 and 1707.4.4.2) Upton IX" concrete anthers must be used and the CKK. Or. R.W. • 't length must be such that a minimmm 1-114' ongagoment of We Topton into the masonry wag is obtaMod. IDRAX�W. NO.: 3. When using a IX sub -buck a 0-9/16' jamb is required to olio. for min. edge spacing for Topton typo anchors T-02203 I OF I —.3 RC, -7 Z, f" -A' btODF1 OESIGNATIOM: Thermo -Try M-Swing / Ott -Swing Door Wood Fromes System v. MA)MMUM OVERALL NOM AL SIZE Single up to 5*e x 8'0 :/wo sidefites Ooubre up to 8*4 x 8.0 w/wo sideGtes j�QLr CONFIGURATIONS: X. OX. XO. OXO. XX. OXXO N The head and side jambs Ore lingeryoint One measuring a min. 4-9/1!' with a 1/2' robbstsd stop. DOUBLE 2X W. HEADER Tf::t r: •• I/2' ORIa41 SKAIMIMC a"l•: O I Q I WAM / s a i-1/2' RM " 2K SiUO V JACK STUD _ • - � � h g .MUD .11Ye . �f...�. ' 1/Y ORIwALL 9111"M L4 A vninws .Is' 1eK t-swt ss' VAX sw SAtft ED vvmrx 3" .wle 1.1s• toes flW. I SINGLE DOOR a — y DESIGN PRESSURE RATING: Single Positive 57.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PS: 0oublt w/wo Sidelites Positive 17.0 PSF Negative 47.0 PSF ' L '' DOUBLE DOOR t-Ma 14" T1.-1 Id n CO y0Co OQn h N � d � 4W R �p O to NJ vi K � 3 UCV Ct O 'Z 013.4e13e31 INCLr OR n0j JRI DOOR Wn SIDFLITES MR 47 SCNL• KM r This system has been evaluated for use in locations adhering to the norida Building Code pat n, 1 and where prawn requirements as determined by ASCE 7 Minimum Design Loads for Buildi.';s WAWL40 sues T-022and Other Structures do not exceed the design pressure ratings listed herein. eta 1 Or I THERMA oTRU® I1BER C LAWIC'r STM00TH STAR' MO WIIfti"SrXN E AND DOUBLE W/A WNUTSIDBTTES.1NSULATED FIBEROILA,SS ODOR WITH 1010000 FRAMES 1. THIS PRODUCT IS DESIGNED To MEET THE SOUTH FLORIDA BUILDING CODE 1994 COITION FOR MMMI-OADE COUNTY. 2. WOW BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRODUCT ANCHORS SwYl BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT MEET THE WATER REOUIREMENTS FOR MIAMI—OADEFIC0000 6. AILAM1—DARE APPROVED IMPACT RESISTANT SHUTTERS NCO REOUIR n FOR SIDELfTFS ONLY. 7. SIOEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min, yield strength ?y(min.)-6,000 psi SmoothStor - 0.070 minimum skin thickness Fiber0oussie O.I t0" minimum skin thickness Care design: Polyurethane foam cons. •ith1.9 tbs. density by BASF. p� The ppoo�tel skin is constructed ham o 0.070" thk. emoldoaapowW (5Yc). fie interior aorify is filed with 1.9 tbs. daloity SW pdohumthow foom TM fore sheetsam miifooccof , � �gkovdd to tM r�wmrrrrq 2 sPes 373 s 110 VL �at�the curie a 490"dt fr�► od to �k I* is Finger feinted Fins and the top and bottom mil as of a wood oonpasile mateAd b thf doutie door app6cotian the inaiim door is rotted with an estnded aluminum astrogo► (M'aW Jmroer s) of W63-T6 o6oy. The frame is rl) / Named p!e. The s o the side pmbs nth 3 1 l rcmm X 2 Im staple at faeh side. The nw�ons ore secured tagelher in a sidel, o lion using /6 s 2" " PM Wood Serra (6) soma per each moon. arils up an Inswing Saddle threshold no asw:g 175' of 1.546'• �11N sideliff ppoon�sle am $ordwicA gored vs�g g ho p�cf y om dry - ed an the eslaw with an r/e thk adNdar �ya9 taps (Stir 6 Tope) & ca,* with $:cane. The Elf fmmes am held [ppfDwr .ilh o 6 s I /2 bn9 Pbscm.. OF CONTENTS DESCRIPTION 37.5 MAX• OVERALL WIDTH 36' MAX. PANEL MOTH W W = CS nr~jli a � ..I �.I t3 3 3 0 N N N OI Lta—m�oj F .5' MAX. OVERALL FRAME WIDTH6.625' MAX. ANEL WIDTH --.IW ASTRAGAL w S� DESIGN PRESSURE RATING UNIT TYPE WMLKt IFILTRATION M NT IS NOT N E REQUIREMENT SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF WITH 1 DOM + 55.0 PSF - 55.0 PSF 105.5' MAX. OVERALL FRAME WIVIM PANEL MAX. t FRAME MAX. PANEL WIDTH FRAME WIDTH W/ASTRAGAL 13.75" MAX. WIDTH 7,125' MAX. O.L.O. WIDTH I � Soo .0 0 Fn 0 r, I I 68.5" MAX. OVERALL WIDTH 36' MAX. 15.5' MAX. 10R I PANEL WIDTH FRAME WIDTH 13.75' MAX. WIDTH It / ® ® 7.125' MAX. = O.L.O. WIDTH d � � = e 0 If O> r\ O aN0 $ � .44 RHOR O j e 00 = �2 a cnurll W/SID ff 613.6ds.3631 F( �j�N ,� �` oae 08 10 0 COMA L JL ORM IBA• ®e i1W �.A1 N. TJH A� pp� as N RW lei 1�lil\ V� • � s �s z151 F1 2 OOOR PANEL �J = INTERIOR a i N .e W6, 29 Zdo 42 43 34 0 ,. a• SEE NOTE 5 SHT. 4 i 41ra W NOTE 1 SHT. 4 td .5• MIN. a � GU155 THKu, ?( inn RIO rrn��p 111iru1Yu 'o c 25 3 "! FOAM GASKET do N ao SILICONE CAP BEAD QQ :•a•:4 6 C v 1.68� MIN. 1 :Q •. PANEL THK. (An1 `:O`�• 42 i 7m v14� SEE NOTE 5 SHT. 4 WAL 1.. %7"✓ W cr C4 O co y000 I 8Son 1n �OWJE �T a $13.654.3531 om 06/10/0 » 112' e oec. m Tim oHc �n RW �$ 2151 ' 1 or 24 EXTERIOR 6 U:� SEE NOTE 2 8 7 q- rx SHT. 4 27 0 co a ao V) — Z 0 INACTIVE 0 ao 2: CL 3 30 ASTRAGAL RETAINER AINEPRJ 31 GMT 6.0 soTrom (2) BOLTS BMW g xi z AT TOP & (2) AT BOTTOM SEE.. NOTE 6 18 4 /—I'\ MORIZONTAR CROSS SECTION 43 SEE No SILICONE CAP BEAD SHE. 4 FOAM GASKET & TEr (40 ASTRAGAL 3 SHT. 4 Lxt;Tin nQ 1. 15' WIN. EMB. f—.25' MAX. SHIM FOAM GASKET & SILICONE CAP SM 36 6 29 41 40 f S NOTE I SHT. 4 SIDELITE TO SUCK EXMRIO I I I Fill' 0 ts; vi 4 36 311 6 -:5 •41 t3 26 9 10 29 NOTE I 37 SHT. 4 SEE NOTE 7 SHT. 4 . .1.1 1'2-"\ HMIZOM MSS SECTION a HINGE 44JWB TO SJOWTE wVJ9.Qu VAN". U I R . .�ii'c ammm 08 10 Mftc 112* - com wr TJH Dr,tANUTACTUREIR Ngli�g CW. wr RIN 0PAWIC I*- S-2151 1.15' MIN. EMBED. .........IIIr 15' MIN, 1I C-SINK .25' MAX. SHIM SPACE 1 \,V LATCH JAMB TO BUCK, 7 NOTES: 1 1. SPACING FOR ITEM NO. 41 (UIE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES, 5.5. 16.5'. 27.5. 38.375. 49.375' & 60.375' HORIZONTAL THERE ARE (') SCREW BOTH Top AND BOTTOM AT 2.125- IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1- PANNEAD SCREW) ATTACHING THE ASTRAGAL To THE 04AC M DOOR IS AS FOLLOWS. FROM THE TOP DOWN 1' 3'. 5' 16.25 40.5 . 59.25. 74.25'. 76.25' & 76.25'. 3, THE HEAD JAMB IS ATTACHEO TO THE SIOE JAMBS WITH (3) 16GA x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIOEUTE 1S DIRECT SET INTO THE JAWS 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 SIDELITE AT THE MULLION USE REM NO. 37 (110 x 1 314' SCREW). 1. 1.7 Mon. EMBED. 15- MIN. 13 C-SINK •' 6 • 7 e: 4•' — w 2 W HINGE JAMB TO BUCK. . SEE NOTE 6 SHT. 4 FOAM GASKET & SILICONE CAP BEAD SEE NOTE 5 SHT. 4 i 77- �z SEE NOTE 1 - a SHT. 4 3 I 4 O STRIKE JAMB TO SIOELITE :Fl co 1�.:M:.. k re, .• . 12 10 SEE NOTE 7 SHT. 4 .25' MAX. SHIM SPACE 40 9_ Sig 813A64.3631 or, IJl W. RN PC NO.: S-2151 1 4 or SEE NOTE 3 SHT. SEE OETAIL 'F' SHT. 5 ZZ- 6' 6' 6" 3• 3 3 SEE f10 SEE DETAIL 6 SHT. s . SNT. 5 SEE NOTE TYP. _ SEE DETAIL 4 - TI. _ SEE DETAIL 13 SEE NOTE V, SHT. 5 b. rm. HT 4 4 SW' _ .D. b�- i n L'1 6" B" 1 3ESHT0T4 ^ N •1 y — of N � H o TYP. a -In _ - a SEE DETAIL H b' 'E' SHT. 5 n TYP. SEE DETAIL "C' b• TYP. 0' 1 'G' SHT. 5 _ 1 P. ��Typ iw— — I —. .B J 1 I 3• ri J• 3' 3' �- 3' iid io 6" 6" 6" F^ io 3" J' 3' ® �1TTRA�• FLORMA R-0--Aw v MANUFAC TuRER NAME, r,^-- c, MASTER FELFt# A o.357' SOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 u 13 0 0 •� i 13 10 0 t 0 DETAIL 'F' DETAIL "N" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL 'E STRIKE PLAT TOH FRAME DETAIL 'G" AT THE THRESHOLD 6" 6' --I h•- E `SEE NOTE m s SHT. s W O co � 000 N �QapZO 10 a 813.684.3831 s06 10 0 YC N.T.S. a or TJH c N: RW ..a foW S-2151 CENTRAL ILRl"l\iLt FL - -MA SEE DETAIL rk--4 C F" SHT. 5 - ao 6' 3 6. 3• - 36 63- �."" 3' b L 1 6' -' 3" flFSEE I13 SEE NOTE_- Typ.3 SHT. 4 SEE NOTENOTE1 in�. SEE DETAIL 3 SHT 4T. 4NI' SHT. 5 _ TYP.SEE OE TAIL _ C' SHT. 5 _ 13 — — SEE DETAIL H SEE DETAIL SEE DETAIL TyP. 'vI �- E' SHT. 5 N E- SHT. 5 'N' SHT. 5 �. — �^ — — TYP• L T>� — _ 13 �- SEE DETAIL �(" 'Al' -K• TYP.c 14' _ SEE NOTE G' SHT. 5 /s 14 14 4 SHT. 4 - TYP. I Tom• 14 TYP. -4 E- 6' I f I 3' 3 t j } 6- --I I- 6 3- 3 —4 h'-1'1 6- 6' ���iIIIII 3' rii 3' SEE NOTE 6- 6' 14 4 SHT. 4 ® ® TYP. DOUBLE DOOR SINGLE DOOR W/SIDElITES .453' GLASS WE .463' GLASS SITE 1 32 40 1 33 32 B 34 25 1/8' TEMPERED f.XTE814B 25 1/8• TEMPERED GLASS GLASS O.'' 0: 0 . . 0 .25' AIR 0• ': Cj .25' AIR 0.. Q. 0 SPACE O : D SPACE 0.. 0 :.0. O a = 1/ _ TEMPERED z 1/8' TEMPERED > n GLASS Y GLASS U 36 z Y 41 ' 1efffBIQB z ,, SE NOTE v' 36 6 e i 6 1 SHT. 4 .25' STEEL IL SE NOTE 1 25' STEEL INTERCEPT a INTERCEPT SHT. 4 SPACER SPACER g- INSULATED GIASS W/ a" INSULATED GLASS W/ TCM IITE FRAME GLAZING DETAIL HTS LITE FRAME GL�ZINC• DETAIL 6,:� N O � C3 = r\ 8�W" N O O � 3Qp�p vo a Jo ImSit t i� 613.664.3631 aD8 100 uc N.T.S. 4 �r TJH K. r. RW uMC w0.: S-2151 4.563' 1.063' I' I r �n � 2 WOOD FRAME 3 FINGER JOINTED PONOERM PINE 28 ILL � - .097' 33 ,— PI ASVC I IP • I RF FRAME EXTRUDED HIS 2.141'--{ F 691 • T _ h L TWINE e10 ROOT�*� 15 8 0.09' EXTRUDED VINYL WALL 0 0 0 0 4 x 4 STM DOOR HINGE F-I.077--{ SIDELITE TOP drTOP SOMMRAILRAIL O L r,.53,•--j p c5, 80TTOM RAIL ,^o 11 W000 COMPOSITE �? �� . r� T� Ii�:t` t���l.�rli li► i% e1:1`t lv A �l` :4 Ifi'LASrJl iP H 1�•L1U o• L �^ f-t H•-1.531' ---I O FC. TOP RAIL WOOD COMPOSITE 1.— 1.077- 16 clncl ITc RI ANK SIDE STILE 36 FINGER JOINTED PONDEROSA PINE 1.264' .T 01 N P. V1 FC IATCH SIDE STIIF COMPOSRE l .. u. 7:... I: :a �•:•� a,1r.I • �• r-1.255• -1 N •_ f� O O L�.--1.531 • --.i Fr. WOOD HINGE SIDE STILE 5.75' T FG. 80TTOM RAIL ;� eFI F ADJUSTING IDLE THRESHOL 19 W000 COMPOSRE v ALUMIN MMNYL .045- WALL ALUM. 080' THK. WALL VINYL_ TY� 2.375" •�{ T- j11 L -f 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE 9 �o 613.664.3631 V: W S-2151 7 a GR �l�r]�iN:i1�R•l: �n� �., -•s-ri[-:--T.. _ : u . , � ., ,: lam' ""r' '� E� r, r� ©I: 1:'•I�1•m�L(.'���1E7fT#r;a:6 n7)♦ mrtrs� .. r .•� fFIC!1� ��Cl'.i��F':.1i;.�r�.a:♦♦1Ta Di ll♦� �._i�.: ti':IJ] . • r �]Clr••.t�aM�>f•ir:7Y�r�r•i:I,,,?"!e,;rt!_ : i;:;'t�: xJ ,lr,r r Fb7 �-� � r � - a r ,�• ���rn.�^irrnr�r��ri7?rt �t 1►!�►II iCrlF1r/Lii1 3►I�:rxr r�'i7a:7x'�Zr,-R��•�«� Par; r E� :. 71. 11 7' J llL l.:al:-. '• /—i�— �r mrrar.���¢��m� mr ... v3 I LE .11 O55. TOP RAIL WOOD COMPOSITE 1.316' .592- N� O. Q L N O 179" 11N FOAM CELL CORE W 14% JACKET 3' N ti VI I Oj .17, h- COME ��ION WEATHFRS?RIP eY THERMA-Tau FOAM CELL CORE W/VINYL JACKET / DRILL TRU FOR .357' OIA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFN W000 SCREW 2PLCS I INQUAMB R 11 WR68T STRIKE PLATE 31 F-•••— 1.531' ee LATCH ernF SMI F COMPOSITE Q '� MP Im to ASTRAGAL NAS • (2) 8.0' co r BOLTS O BOTTOM N BOLTS 0' sole o TOP 1.767' !� 2� W1NnuMBER 11 WR68T ASTRAGAL (ALUMINUM OS2' WALLTYP.1 dcTRAGAL RETAIN£ T6, MATERIAL: C/R���Q�T 1 �1U�Ur✓ 1 do YELLOW CN7i0�•. .xvi ✓//ti-off — .-. __�:=--•--� W n u•i o a E13.W4.3WI wr: fit W. R% rm rn- 5-2151 r 8 or JuN-2i-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.02 S �TIC� �Djftders h2umYorat 1!r June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836- 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 Home Builders Association's meeting at their offices on June 19, 2002, this fetter was the agreed upon procedure for manufacturers to clarify the issue of "IX Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits For Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company For the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 'h") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 %" 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 'ti'. Concrete Masonry Units should have a wall thickness of 1 'A' and a precast sill's thickness will exceed 1 Va'. The drawings clearly delineate the requirement that a minimum embedment depth of 1 'A" must be maintained by the installer. It is up to- the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 Ma'. Therefore, for Florida Extruder installatlon drawings where a non- structural buck is used, nomenclature such as -'1X buck by others" or similar statements shall be construed to mean that it buck thickness of less than 1 %" is acceptable. The definition of a non-structural buck is based on Section 1707.4.4.2 of the Florida Building Code. 2S40 3rwett Lane, Sanford, FL 32771-1600 • (407) 323-3360 • Fax (407) 322-3337 1 T -A I . I'.. ♦ _ ­ O . O T - . T T 1 _ T -1 . I'. JUN-21-2002 09'-52 MILESTONE WINDOWS 407 323 9729 P.03 M The attached table lists all Florida Extruder drawings in the Orange • County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Amoruso, PE ramoruso.oe(alfloridaextruders com Florida PE License No. 49752 Florida Extruders International, Inc. Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61615-23.DO1, F.A.C. A rubber stamp seal was also applied to facilitate reproduction for Orange County Wlding Division Masterfile scanning. Me: zoo2-L-FR•-R7A-0o9 J. G/ QR —11 FIC-4j:-;J'p'� * No. 4IYA5� .,._ 1Z/ 2'"o lawett Lane, Sanford, FL 32771-1600 9 (407) 323-3300 • Fax (407) 322-3337 2 e e SP AW O O oo a KITCHEN A KITCHEN B SCALE- yr m• SGLLE- V4•_r-0• 7 O aouA C .� iv KITCHEN t C BATH D SLICE- V!•.r-& SCALE- V!•.r-W bLWSFW Ai CPT. VANiT \\ a � O r O BATH E 5CALE- V!••r-r INTERIOR ELEVATIONS • V4•.r-0' OPT. SHOY'ER • w•.w APT. FIREPLACE • w••w• MISG. OPTIONS M vs••ro iwvo Ml aws.�uaw aaoo .esow CI.O�.r FOUNDATIONPLAN FOR FILLED CELL LOCATION. F1,11, II e+o Arn cw tiu Iola }SRwve ►ay.ls TOee a us• YiG•iB 0715,01e9E 110T®. AREA GALGUL TIONS I5T FLR LNIN6: 1929 5F RR�l�n� 6AW1GE= 426 5F ENGINEERING COVERED ENTRYI %n 5F :='"" ter,....... ^,�,��•�` TOTALI 23915E x r-r �'-'• T� (z z; (•zv -,w EGRE�a J M. BEDROOM d MT �.re 6UMaB SGQ (•2V -23J' K•-r' 5 sM e• aAr _ 12 GREAT ROOM 1 w5 O' RAT F19 e el 3'-� v I R-b lii• aT I o BEDROOM 2 K TGI-I e• MAT n ry e• FLAT tea, �ry I B TH I � i J s• wwse 1 P �V =ry N • ]tl+OD G 1 b ' 7-I VJ• = a� L n BEDROOM 3 d�R`ATv drur • I I gl VBM=MF . i�---iLIVING RArram. / \ d RAT 3UDG 8 ENTRY (1) 2%1 pqW' tlGC 02V -2w � v V �j• sheet �1 'Y ED ,RD Ell) 0 O u ~e N coo 0 in N a r Q Ki] N Z ao Z W itcr Z O N Z 7 in on H83��_ galls25a e� SwimN W��4�g� i 8 � �EMR . ckz O O O c � m >- O l v Q ot O O co LL U W O o a 0 Z .WQ W J W � b {� KW =ZZ U rn o0 c�i ago inIola: DRAWN BY: TWN CHECKED BY: ORAWINC NUMBER 1110000. Must have a minimum of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulatlon value. 0 W 7- O X" CD z OJ o w� \� U —4 (U Rating ey • • .. s z 2 J O 5 d: Ma-J(ft®0 ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) (WI] WI DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE S PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. EDL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS o0 9 CAULK 'BETWEEN B.W. WOOD BUCK 6 (BUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA. TAPCON • BUCK BY OTHERS -� 1-1/4' MIN. c EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D. 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL Q V I BY OTHERS NOTES: SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE' SHIM STACK TO BE 1/4-. D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1 /4' INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD d( JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS'OF ASTM E1300-GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN- EMBEDMENT INTO WOOD BUCK. 101 FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS SHIM AS REO'D. RIGID VINYL 1/4' MAX. GLAZING BEAD (SEE NOTES) (T.YP.) GLASS / cTYP.xSEE NOTES) FLANGE TYPE WINDOW FRAME / JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER L WOOD BUCK CAULK F.l W.W. (WINDOW WIDTH) SECTION B-B PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATI-ON SERIES SINGLE RUNGS. 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A S RFF CIENT LENGTBH OACCH EVEK 1 u3/8- I0 SCREWS OF MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. 1-1/4' MIN. EMBEDMENT D STUCCO BY ETHERS v BY OTHERS CAULK BETWEEN WOOD BUCK IN MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS A v TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30mF TO 40PV 41 asF TO 70PSF 30PsF TO 40PsF 41 Psv TO 70asF SIZE SIZE 12 18 1/8 x 25 8 8 e F.G F.G F.G F.G 13 18 1/8 x 37 3/8 B B F.G F.G 14 18 1 /8 X 49 5/8 8 B F.G F.G 145 18 1/8 X 55 1/4 8 8 F.G F.G 15 18 1/8 x 62 71 B 8 8 F.G F.G.H,I 16 17 to 1/8 x 18 1 8 x 83 8 F G F,G,J,K 1H2 25 1/2 x 25 8 B B F.G F.G F.G F.G IH3 25 1/2 x 37 3/8 B B 8 F.G F,G.H,I 1H4 25 1/2 x 49 5/8 B B F.G F,G,H.I IH45 25 1/2 x 55 1/4 B 8 F.G F,G.HJ • 1 H5 25 1/2 X 62 B B F.G F,G,H,1 IH6 IH7 25 1/2 x 71 25 1/2 X 83 8 8 F.G,J,K F,G.J.K 30 1/2 x 26 29 1/2 x 25 8 B B B F.G F, G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 F.G F. 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 B F.G F,G,H,1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B 8 F F.G,H.I 30 1/2 x 63 29 1/2 X 62 B 8 B F..G F,G,H,1 30 1/2 x 72 29 1/2 X 71 B 8 F.G.J.. F,G,J.K 30 2 t x 84 29 1/2 x 83 22 36 x 25 tj B ts B F.G F.G 23 36 x 37 3/8 B 8 F.G F.G,H,I 24 36 X 49 5/8 B B F.G F.G.H,1 245 25 36 x 55 1/4 36 X 62 B B F,G.H,1 F,G.H,1 46 36 X 71 B 8 F,G.H,1 F,G,J.K D.E.F,G.H.1 F.,G.H,I,J,K 27 36 x 83 B B 42 x 26 41 x 25 8 B B 8 F. F,G,H.1 42 x 38 3/8 41 x 37 3/8 B B F.G F,G,H,1 42 x 50 5/8 41 X 49 5/8 B 8 F,G,H,1 F,G,H,I 42 x 56 1/4 41 x 55 1/4 B B F,G,H,I D,E.F,G,H.1 42 x 63 42 x 72 41 X 62 41 x 71 8 8 F,G.H,1 D,E,F,G.H,1 F,G.H,I,J.K 42 x 84 41 X 83 B B F,G.J.K F.G 48 x 26 47 x 25 8 B A,C A.0 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 B A.0 F.G.H.I F,G.H.I 48 . 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 x 72 47 X 71 47 X 83 B A.0 F.G .H.I F D.E.F.G.H.1 DEFGHIJK 4 32 4 52 1/8 X 25 8 A.0 F.G F.G F,G H.I 33 52 1/8 x 37 3/8 B B A.0 A.0 F.G F,G,H,1 F.G.H.I 34 345 52 1/8 X 49 5/8 52 1/8 X 55 1/4 a A.C. F.G.H.1 D.E.F.G.H.1 35 52 1/8 x 62 B A.0 F,G.H.I F.G.H.I D.E.F.G.H.I D.E.F.G.H.I 36 52 1/8 x 71 52 1/8 x 83 B 8 A.0 A.0 F.G.J.K D.E.F,G,J.K.J,K • 37 1 • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. �i CC1 yam, ' ColaNTERNATIONAL. INC `s FLORIDA EXTRUDERS I SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY: B B APPROVED BY: f f DATE: 1 O/O9/OI SCALE: NTS DWG.: FLEX0016 Pora.un Rr• Pannier A-APPIIr.ATIONN EkCINEERING. INC.. 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW. FLORtOA'32746—PHONE• 307 805-0365 FAX 407 805-0366 t000 5,H. JAMB :TYP,) 10'1G S.H. .IAMB CTYP.) lace S.P. JAMB (TYP.) 1-1X2XI/E laaa &H. ,:AM3 (TYP.) :4E X 1/2 SELF T APPiNG SMS a MULE ON " .„. /1 .'_/? •PLC TpPP.NG SMS SECT10N A —A 1 ; %r— i 'X 2 7/16 X :/8 / TL1BL IMULL'I' iN l�Goa S,H. JAM3 (TYP.) :.s x 1/2 SE.! F TAPPING SMS �( SEALANT BETWEEN WINDOW FLANGES a MULLIG"N *18 X 1-I/2 SELF 'rA.PPING SMS SLC1.ION —A (.S1 /-- 1 X 4 X 1/8 TWEE MULLION Ix2x3/8 TLIET ` ULL:GN 471r8 X ../? SEL F TAPFiNG SMS SEAi_r'.T' o M LLi 1. 4 X /C Sm S`C' iOf� A —A t 2 1G33 S,K ` JAMB Yp.� #s X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES _ 3 KPL-LION \-- #e X -1/.c SEEF TAPPING SMS (­:TI I i L, — a ! 1 X E 7 i_16 X 3/8_a0a S - T'BE jA`4B C T YP.) z$ X 1/2 SELF TAPPING SMS '\ ! �_ SEALANT BETWEEN WIND-G`.r FLANGES & MULLIK"N SELFF TAPPING SMS ONE BY WOOD' ' BUCK BY OTHERS HERS ���tL�y a M i 4 #8 X '•/B SELF TAPPING f S #a X -1/2 SEL= -� �� SEALANBETWEENTAMP N�, SUMS WINDOW' FLANGES & NULLICh IION A —A #S X 1/2 SELF TAPPING SMS SEALANT &:.TWEEN WIN'JOV ►LANCES `— #8 X 1-1/ % SELF TAPPING SMS DETAIL G y� SMS ; T YP.)DETAIL _P EL=VAT10 \11PW9'r! = ^C` j � XTF tR FHB 2002 Q�TAIL 'v EOR MASCNRY BY OTHERS NST, AL -ATION ANCH•_'R crR-% CL-OR rye . \ _X : T RNA1 Im ID _M 1 0:!CA_ MULLION To GOB CRE E @ HEAD PL J nC O 11�EG& SILL �i�i L 0i`:Ct�'A r r(:USEa-) 4 v f TA! L 8 _ LION ANCHOR . TAPCON 4CHOR t T YP.) CLIP 1 i/4' MIN. Q EMBEBNEN-. Q rRE:-AST SILL BY OTHERS ! N lARY PLAT =GR ADDITION ANCHORS, `rHE`a REQUIRED) i o J LL F !i 0 _ i, h? ?I . Ulm, !i ! E i FLORIDA EXTRUDERS INTERNATIONAL,INC SANFORD, FLORIDA _ SER. 1000/ i --00 FLANGE SHEET 1 OF 2 . VER 1 ; CAL M L. I ON SECT i OIvS OTHER S I DE < SHEET 2 OF 2) FOR 1 L•LS T P� PRESSURE CAPACITIES DRAWN BY: M S H APPROVED BY: t r%. earn.•-) / I / C)'D 10P'AT V. AiTC- I nwn . 4 VINACI (_ d 0 SHEATHING BY OTHERS STUCCO _ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS Flo ic>)4 Exxw ER5 SLIDING GLASS DOOR FRAME SILL SHIM AS REV D (SEE NOTES) CAULK BETWEEN DOOR FLANGE & SHEATHING D e G o D LIBERALLY APPLY CAULKING UNDER SILL INSTALLATION ANCHOR A8 SCREW TWO BY WOOD BY OTHERS 1/4' MAX. SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT G o 1-1/4' MIN. � D OR SET SILL IN BED L--INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A �— DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS /4' MAX. SHIM SPACE TWO BY WOOD -0-i1-I/8 MIN. BY OTHERS —EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REO'D. (SEE NOTES) INSTALLATION ANCHOR #8 SCREW CAULK BETWEEN DOOR FLANGE 8 SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GL..__ INTERLOCK INSTALLATION ANCHOR WOOD RS SULK BETWEEN IOK STRIP L IEATHING 1-1/8" MIN. EMBEDMENT SECTION B-B HOOK STRIP DETAIL A I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) %9 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE HIM. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. / 4) USE SILIC13NIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. / 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED W17M NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE R CONFIGURATION TO FINISHED OPENING. r B B PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK STRIP AS SHOWN 8) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REO'D. AT EA. SET OF INSTALLA71ON 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 E L E V A T I I N J4' SECTIONS NOT ALL CONFIGURATIONS L HOOK LISTED STRIPABOVE DETAILARE APPLY SHOWN TONINSTALLA71ODRAWING. Or ALLHOWEVER APPROVED INSTALLATION CONFIGURATIONS. 2 PANEL DOOR SHOWN IS) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE INI. FLORIDA INT.EXTRINC.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 1 OF a.rw... ow.. "air xn ur.TUOnv r. novrA rAT A07-905-0366 F PLAN: 1928 VANGUARD/FOX & JACOB GENERAL NOTES I. DO NOT SCALE THESE DRAWIN65: 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 SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER GUESTIONS PERTAINING TO THE PRAWINC79 AND/OR SPECIFICATIONS. 5. IT IS THE INTENT THAT THESE DRAWIN65 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 34"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/6" = 1'-0". ALL I'7XI1 PLANS ARE DRAWN TO THE SCALE 115" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". DESIGN PARAMETERS BASIC WMD SPEED = W MPJ-L (FASTEST MILE) 110 MP1L (3 SECOND GUST) WIIm IMPORTANCE FACTOR = LO WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0J8 (INCLUDED IN DES16N WIND LOAD) DESIGN WIND LOADS - WALLS = •22 , -18 F'SF - ROOFS #20 , -20 PSF (-30 F'SF AT OVERHANGS) ORLANDO DIVISION SHEET INDEX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN, FOUNDATION DETAILS A2 - FLOOR PLAN, INTERIOR ELEVATIONS A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT A3.1 - STRAPPING SCHEDULE A4 - ELECTRICAUHVAC PLAN, RISER DIAGRAMS A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES Si - STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS SP - STRUCTURAL DETAILS FOR OPT. CVD. PORCH V�NGMM & SIRRlSAl11� ENGINEERED BY: FOX &JACOBs NGINEERING Homu H LL W J Q 0 J W O a»ct.a W. eebm m-nv+ sheet C at. AN a v"APDRWIDAR OYDR TREATED COOACIED FLL cm 1 il� 2 I s BARS .2 %1 MONOLITHIC SLAB — CMU ONE STORY e 11{, v ttY4UUN /L�I1TE r/ P.T. 601TOM CVOI WEAITD COIACID) .7LL 3Z O/t �32- O/C � t 9 2 I s ITARS H MONOLITHIC SLAB — FRAME ONE STORY }�� / SH N4WAO'CWF. N OD SR WALL OVER 6 IMVAPORWBAWtlER 3 1/2• 1/ S OVER 1REAIEp OOImAC1ED PILL OVER6 NIL 3 OVER 6 ILL 1 / S MAR CONT.VAPOR W1 / 5 MAR CONT. OVER 1� \ �6ILCOItPAC1ED FLL OVER 1REAlEDtlN10ECOIIVACTED F6 THICKENED SLAB NON BEARING OEPRESSED SLAB DEPRESSED SLAB X ®ENTRY — CONC. PATIOS i NON BEARI SHOWER Z NON BEARING® GARAGE CHAIR BLOCK UNDER FRAME CORER BARrL LAW, Al IW STD. NO°IC .5 BAR CTti WNG PILLED TOP C40UFZSE UVI • S LB LINTEL BEAM REINFORCING ANCHORAGE TAPCON: BLm TO EM. FRAJ'1E SHEAR STRENGTH x COPALEGTION (IMP. SPAGIGJ TAPCON: 3/16 a 12• O.C. EXP. BOLT: 1/2• a 46. O.c J-BOLT: 1/2• a 46. O.C. X, TEST REPORT / 150-20066/ PROFESSIONAL SERVICE I10U5 INCgE MFO. SPECS TECHNICAL •: FOR BIT SIZES 3 INFORMATION �Y. EXPANSION BOLTS: I RAWLS SHEAR STRENGTH ANCHOR ANCHOR LJdITYYOOHT OIA QNBEDM0IT HOLLOW BLOCK 3 I6• 1-1 646 1BS 1/�' to7s 1B5. LOCATION EMBED A. MIL E00E ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR a MASONRY7S• 1/2• 1.5• 761 LBS 1765 LOS.CONCRETE 3' 1 ZS• 1631 LBS. 2537 LBS 6i LINTEL FILLED W M CEMT. .1 i 1 vHOVL FAR SEE PLAN SINGLE COURSE LINTEL ..1 PASSING TTWFW DENOTES PIPE ' STEM CALL DETA4 DENOTES PPE SLEEVE SHALL 13E PASSM THRDUC l FOI 2 SIZES LARC'R THAN & CAROUTED PIPE ID PIPE PASSDK. iM201Y17 2 SLEEVE PJ FOR REI ARFMOAC6inNNTY 9 MBAR UTD1l1 FOOTI/Ya r - ` CQIL�'IE FOOIER UV 25• MIL SPLICE OVERLAP (SE SIZE) F¢ ID) ATIOH F%AH TYPICAL FOOTING DETAIL I MONOLITHIC FOUNDATION DETAILS • w'.F-o' MAXIMUM SPACING OF FILLED CELLS LN 4430M CELLS THAT CAN RE51ST A ICfl MPH LOAD DESIGH 14AM PRESSURE T . 22 P5F P%A>01FI ALLCII, E TENSION EDI IOLLOW CORE UNITS IS 25 P.SL. - ALJ. 531 TAE" OJ SECTON MWERT1ES 8' PARTIN.LY GROUTED "ALL . -M43• MASONARY STtaCTUO'$ ArJJ M ..1•1 AX S . WN "2/ 8XT . 4i43 .1 - 0.4 FT. USE &-G' MPJ7- SPACING - RI-4' CE11.eb PAX 6'5 • 131 USE 6'-0' HORIL SPACIG - KrAr TO 12-' CEILM MAX USE G'-0' HDRIL SPACRG - R•-0• TD 6W C9LDG FUX 4 ADD L.NT9. W N 45 CONT- a 9'-4• W.T. (./- 81 THI5 STRCTIRE HAS BEEN CE 0M TD PIEET OR E)C® THE 10 K.P.H. 3 �^"^ GUST5 WHO LOAD fMORE1 3"S OF THE FtERtDA EULOI is CODE 20DI. OPTIONAL 36' X 42' X 4TJ3W- PAO RQG W X 42' X COIC. PAD- EEVE SHALL BE 'QES LAFY�R THAN 'E PASSING THROUrtt CM UNDER f al I� l i 1 i Z BOAST SOD. YT11PtL55IlOLD 1 I " 1 I \\ 1 1 \\ I I \\ I I \\ FOUPII "ON SLAB NOTE 1 I \\ 3 1/2' C.ONG. SLAB w/FIBER! M 1 I \\ NV OVER 6 ML VAPOR BARRl9t ON 1 I \\ "OAK ►'ELL C.OFPAGTED T004DTE- 1 1 \\ RESISTANT TREATED F01 OR I I \\ N>R ® Ti6GRI1TT 2• SYSTEM iTYPJ I \\ LAV I \\ I \\ \J t \\ I \\ I I \\ I \\ 1 \\ I I \\ 1 \\ Iw II 1 \\ \\ 1 II 20-3 Sly. I y ------------------tom— IIT�I` �x/ 1 I L•• c%umCesc 5 Y tt GARAGE a4 FOUNDATION PLAN • �..� C FOR F LINTEL a GABLE � NAIL SHEET 52 ELEVATION 'A' ONLY OdWfmP ••Si.1-0c I � 1 I 1 • • NOTE, I m118LE LINTEL a GABLE OEF NIL SHEET 52 I ELEVATIONS W 4 W I I • I ARiS I Ta Y-1 VB' I I 1 i I I I I I I I I I I I i I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I --J Z Q V�W b noz opo 0 0 < D Z LL O LL Ps � - u- fc� Ai w Lot O lCI i� ' GARAGE Y Z — -----1-0- e I ARIES bwlUy 1 Is I 9%-VOC 2d-03/4• I b W! 1 I � a41aO4W.. L� f. J I I G ----------- --------- .1 L ---- -----� �51RK�SAl11@ PARTIAL FND. PLAN Gf4f X. — X — : 2 sheet 3 ENGINEERING 11411T-O• Al W-W & B'-4 MONOLITHIC FOUNDATION PLANS of • y4•dp 0 b b [— $PLAu o b 131 ON KITCHEN A - KITCHEN B SCALE- a•.r m• SCALE- VA*•r-V PAR In Ap e. KITCHEN C r BATH D SCALE- ve.r•w SCALE- V4.ra• 6 LIW1 STRP AT OPL VARIY 0 BATH E SCALE- w•.r.r INTERIOR ELEVATIONS ♦ vs••ra ®��� OPT. SHOVER � Wd4 ^ MISC. OPTIONS • v,..I.-w ati aiwcn■� nano w&M .c ee oouxa r x v warm ■vn9 onena: 5� FOUNDATION PLAN FOR FRIO CELL LOCATION. I II II II I1 sw• Arr. av w•u 7iT:Are rvau to Be s Irs- UNLESS aTHEFwee NOIFD. AREA GALGU TION5 1ST FLR LIVING: 1928 5F D&RR17SAME 6ARA►5E: 426 SF ENGINEERING COVERED ENTRY, 21 5F ,=M— ron— '+ �•�„■'� `�` TOTAL: 2381 SF 6•a• awawL ac lownl ro'o b x T- •3 •6 (21 25611 (.ZV -ZBI BURESS (21 • zs.�e 60Xfa1B SG.O. s� ;, �, s I" 1 a M. BEDROOM T•a !/A• n I - s ■u* GREAT ROOM a q.Ar 0 a R-6 V7• r T � n 1 S � BEDROOM 2 " KITG EN drur n S c s• n^a - � � ry 9 I �ry B TM I O i 1 5• RAIKE I " P O ry A "V a s s, a•_j• n v_= yr �� Iv ry� e BEDROOM 3 j S e• ■ur �' s•■vr � I ( � I rertaeF � I le• -Iva• i tx/ � n'6',--- � wA LIVING t'`/ s.•�w•roo• e rtra Warr-, AIR FwmLeR to IAavt: — rm OF 4• CLEARANCE oN 7-4 114• ALL SmEB AND ENCLOdWE SPACE SMALL BE MIN, IJ• V.S. '-1 VP WIDER THAN APPLIANCE c mGes O Ia + � GARAGE ---- - s FOYER s• wer sew slsa FLOOR PLAN BEDRM e4 DIPLAT • vs•.rva 3aX5'8 20'-0 3/4• b 021/ -Z31 TT'-0 3/41 ENT ZLY 0 256N 16'-0' -231 - - - r-m• 16•-m'' -i r-o' _ 6 -4• PARTIAL FLOOR PLAN 'G' e•■ur ♦ �.,s.-0. ti��i1B 3/A' hzV -Z31 D'-0 9JP t,7 qJ ZSfiN oAsoearos (*2V -aBJ 111111 1111111111 16'-0' X 1' ' sheet l� ry J a ll NOTE SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRUSS ANCFIORAGE: V� (V TYPE C• (OR MEI2CIWN3AB .E TIE) FOR TRIGS TO FRAM WALL OR BEAM CONIECTION 0"56 NOTED OT16RIpE (UNOJ 2)USE (V 1YPE •A• (OR WERCNdIG.4BLE TIE) FOR TRUSS TO BLOCK WALL C.QfEGTION (UWOJ 9) USE 64"644 (OR NTER RAMEABLE TTEPOR ALL JOIST 144MER V USE (!� .".01 (,1. x ! V4• PAGELODE GIN NNL TO FAST@! JAOC TO NIP GOER ITAW 5) GABLE MISSES REODUE (V TYPE •A• OR (V TYPE C• STRAP AT 4S• O/C RI CENTER CF MIS& SEE POST STRAPPN'a ON Yt AND hrd FLR rLAIIS • PI EQUWALEW NAY BE SUBSTITUTED FOR NND NAIL DESMII"TIONS• urn vd ilea BASED ON TYITIONAL DESIGN SPECffICJ1TION5 FOR WOOD CONSTRICTION FROM TABLE S8c - %(AILS AND WMS - LATERAL LOAD OESII VALUES* NAL SHEAR VALUE (Ii»J Sd 103• Imd w ISd /4!Y ,0-0.0 ROOF TRU55 LAYOUT 'B' 4 'C 0- LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. TC LIVE: 20 psf SPACING: 24" O.C. TC DEAD: 7 psf 8C LIVE: 0 psf DESIGN BY: CM DC DEAD: 10 psf DRAWN BY: KSB TOTAL- 37 psf OUR FAC: 1.25 O 4 0 SCALE. N.Td STA-" 9• STRAP ITSB (S) TAFCOHG (TYPJ HALF rlILUNN DETAIL I= I ��! ■�s�1 ii �'�I=� n STUICZ0 DETAIL SGOR.ED BANDS HALF COLUMN DETAIL SIRRICAME ENGINEERING —moo �waww 0] [B RIGHT SIDE ELEVATION SCALE. IW . r-o• O O OFF III ~ ®® ceM«f o TEXTURED .0 3 FN15N (T'PJ LEFT SIDE ELEVATION sauz, vs, . r-v V RZF Flea / o OFF R R IDGE E?(T C.OFO'GSITE SNNGLES 5� __—__-----------_—_-----_---_----__—__----_-- SNNGI-ES U Z 0 00 �g w to w� w~ �-- LL wo Ix f� w!e -S• OR • LL ! i GABLES(TYPJ � js! N J lit w CENf3R 0101 TEXR RED O ElElFNIGN (TTPJEIA REAR ELEVATION SCel e. V4• . II &SI W. A 6s�n blc d—dttlp� d,t,.�. Sf IBBt A3—C at SiAPPIN& SGHEI-;�ULE - SIMPSON SYM DEUCT CODE DESCRIPTION L COMPLIANCE FASTENERS DESIGN LO UPLIFT DPL% YBP' F A META18 CONCRETE STRAP SBCCI 9603 1 I 14-10dx1.5" 2 I 10-16d — 1500 1495 B H5 HURRICANE CLIP NER 393,422 432 4-8d 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14-10d 3116 1000 . 860 D LSTA30 STRAP TIE NER 413, 443 22-10d — 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d 2 ATR 34"0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 3 4"0 x 8" 6050 3145 2260 0 HDBA HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q ISP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443 499 6-10d x 1.5" 2917 735 530 X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d & 3 4"0 or LBP 5 8"0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC OC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 it HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1 114-10dx1.5". (2)ply 14-10d — 1735 1495 LL HHETA20 CONCRETE STRAP I NER 393,469 1 I 17-10dx1.5" (2)ply 15-16d — 2130 1860 00 1 MTT286 HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A — 4455 4455 TEOt GINEERING SE J 0 W 0 co 0 Z_ a_ a. 1— co OD CV 0) J W W Lel u er,.oeKem-aq� arwegcw doW maoM o� Sheet • A3.1 GlUI 1 RANGE 40A W 8 1 DRYER 30A W 10 5AW 01,2. I DISI1114SIER 2" w o lw I RB�IC¢RATOR 20A W Q 540 I DISPOSAL 20A W 0 `540 UbL51ER 20A ow 2 SK4LL APPLL44CE 20A W a 3000 6 b GENE112AL Lral-ITING &A 4P H 58G0 GARAGE DOOR OPENER ISA W 14 600 6 PADDLE FANS pb1 15A W 14 we SIB -TOTAL (WATTS) 30;30 1 sl 10j00 WATTS AT W% I0000 WATTS FeUIHDER 40% SiM WATTS AC. 30M WATTS TOTAL 3000 WATTS 11152-240 WATTS TOTAL LOAD MPS WJ3 AIDS SERVICE SIZE PO MPS 2 10 SER GABLE hETER �u N RM4GE 8/3 U109 60 A 1 U O DRYER 10/3 U9 PANEL SHALL APP. T2R U9 •4 BARE LK,FRWG CIR 104 U9 TO PPL TRANS W CROWD ROD IcI28 ELECTRICAL RISER DIAC7,A50 A 4 WIRE SERVICE • NTA ELECTRICAL LEGEND ogM 09" FAMT OWWA I "%VM F00W -0TN ?0LV9w waQ O 3"Taus -4w now ww FD Me ommom ® o"ww rm �► swKm —Q A Foam Moan —Ra 3 ar W= p vcmcm a uw g oaaim�t o� O ILm umr ® umm acme" as ww" G v VA-m pmw 1® SME oERCM -K W"T soFoO wan aAFcvm so 1---1 FW*MMCDR FWRW Q B creAwL g Rom, CEIJr FAN F1FEWE ® b4 (4 WAS) TAMFO TLUQPMV DR OPTKOA AFC 1OC.s1 max; 4wx"* eyeumLr FROM P gT r V.TR Rs �� r wit E 1Vr 1Ur LAY' LAY z 7• VJR 7 tx I? i 3• � � p o r RD � r GCF'BIMv r 3, LAV I KS. 3. WG I0i 3. 7• TUB 3• 192PLU 6 MBIN6 RISER DIA6. 1.10 • 1ars. o�Wyk .a ' O so M. BEDROOM ��naGFa<sro� Fria KASUR SAVW FM AO Mff 10 SE SWCHM mrERec tz V 651 BEDROOM 2 r 5• �FAIFT�fCP1, ' B 1 5°b me b sEb wwo � FseGso i i 10 CELFY• FM ff�&fOPT! j i E7C4 4-1 BEDROOM 5 j .I 5 I ` m � Q Pu3a Y-----1 KTBY IAc "?I L-----� I tgTIE, AIR 11ANDLEft TO KAYE MR of 4• ON ALL OtMS AXV ENCLOGURE SPACE SKAL1159 MN Q• MER TW J*F PPUA 4 E 0 GDD. GARAGE NOTE: SEE ATTACHED WVAC FOR CORRECT PLAN: DO NOT USE HVAC LAYOUT ON THIS SHEET ��sFs FAI Tsm� GREAT ROOM IO�06 7'b LIVING 74 K 8 RAG CELN' FM FFMMUOPU 6� {1 ® IO1Q ALL DUCT$ HAVE m ' BEDRM e4 R-b WM VALE i $ ENTRY 30TON 740✓ I P119 W W ELECTRICAL PLAN � w••rvo• Q Zoo acnw Q U_ J 'fi'nn Q V U_ Z W Vg uJ UJ J W �" 1.4 J ail CID c%j 0 I ac �tie0 by. AO1-2 4)1 sheet A4 Of Q Q0 l Q 1 Qo < J � 0' 3 w� LL- t: Qd N 1 LLJ Q LJ C U ( Al I! ruff - d ItA T AfTCXXXX LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 Il'-4' 8F12-IEYIT ALLIE23 LINTar A-13 L 2 l'$' 8FIEr-IEYIT ALLIED LINTEL. A-5 L 3 l'-6' 8FIEr-IEVIT ALLIED LINTEL: A-5 L 4 l'-i' 8FIErIB4T ALLIED LINTEL. A-5 L 5 41-6. 8F16-0BAT ALLIED LINTEL. A-3 L 6 l'-6' SFIEr-IBAT ALLIED LINTEL: A-5 L l • l'-6' 8F15-IB4T ALLIED LINTEL: A-5 L 8 '1'-6' 8FIErIBAT ALLIED LINTEL, A-5 L 9 4'-6' 8FI6-0El4T ALLIED L.INTELi A-3 L 10 4'-6' 8FIErOEf4T ALLIED LINTEL, A-3 L 11 4'-G' 8FIErOa4T OPT. GAR. SVC. UP— ALLIED: A-3 l 12 4'-6' 8WI4-DB4Tj ALLIED LINTEL. A-3 LLJ �e z 6 J all .�� a •ie aes - w 0 tl�6b�� b J Ic �geatl 9 � tl Q € { Mai kb 8e s jib' LLI l �e¢slvi e�y gyp_ o 90 Slip, b9p Jill P : '' *11111 1a'is Icli 11 AP FED PS3Pw •mry 9 = V"�L^ PP St�i[ S G I3 w J a NMI Tr « « NIO rr « r�1 rT4T��I 1 0 -IVmY <1 UI < s ` pis 4 ffir Or XV I �R_■�g� . � ewe � � 9 f7EPMR AT TOP FWAM ••r'. .. y, •VJ' G7.EAR ::�;`• :�.;;. �;�:: ? ~ cur • i .. - 4 IMHAR AT BOTTOM F . F■.I= 0■TN GROUT / U . UH4LLED • • • • • • • • 3 • • Cf LNIB OOMTY BOITO!•1 GHIAHITTTY OF 01MM AT FBDTTGH OF LIN L CAVITY 8F12-IB/IT 8RFI4-0B/IT8F1E3-IB/IT 8F16-OB/IT e,NOla wo,1��'k®Aj 6F16—IBAT LINTELSECTIONS W"t&ammuj J LOUANTITY OF NOMN14. MEr*ff REBAR AT TOP TYPE DESIGNATION ga WARqp m f III R amryp F 0 m 9 2 v S� 11111 I;j1 i -A I i0lilli-di 0 :e8gg slog rn A p RE 1111cl rilln �ill sill?s s a?0� p�=1610 Q��a ��a ��rary k�]]� ^rya2An Y @P nm Pop t+Irw Py g--HI i P9T Ss�c i i De F ry T r mo 'P r�f I i�T O _nmo T r TT inW T 1<< �i,unnn L aevi rsH sv sawn L L9 L10 L11 L7 L6 L12 L5 L4 L3 L1 L2 •.�� "N� OOIIELE LINTEL R ChN3LE Trim F LtNTEL ® E►AELE ENO DETAIL SHEET S2 END DETAIL SHEET S2 ELEVATION 'A' ONLY ELEVATIONS 'A' ! 9' 1928 LINTEL DIAG. (GAR. LT.) GINEERING SCALE: 1 /4'=11-V G x Z>o�. W C. w c- u GO TNT VJ J w 0 A r••LfbC er �.hc emv.0 y.. rr m...we•.ee.a wmec,..-. 1,Q'J,0sheet 3 A5 ' . of: I NOTES: CAST-CRETE SAFE LOAD TABLES MATERIALS I FOR GRAVITY. UPLIFT & LATERAL LOADS I. ft precost Inters v 3500 ppsSi 2. Ft prestressed Inters = 6000 3 Ft grout 4 300C p51 m/ maxs.Enn�7 le. 4. Calcrete mDso r7 units 1 _ML0 per AST. L90-..1 mnew net area co pressrve strwgth a 19(30 pS1. 5 Retor P•ovld2d n precOSt In615tel per ASTM A GA;W. Feld ret1T per ASTM A615 GR40 or GR60. 6 Prestressr9 strait per ASTM A416 grade 210 taro reoxatol. 1 1/32 more per ASTM A510 e Mortar per ASTM C210 tpe M or S GENERAL NOTES 1. Proves Full mortar lead and bid pints. 2 Save folted Inters as required. 3. Installation of Intel mnuSt canpll with the prchltectucIl and/or structural dropR35. 4 Lntels are manufOcttred moth 5-112' " notches of the eT>ds to accona.te vertical cell renfaming and q outng. $• All Inters IT1eet or exceed Lr3)O vertical deflection• except Inlets I1'-4' as alc� moth O Tonsil teoght of 8' meet IT exceed L/180. 6 Ebttan field added reba to t>e Ioxoted at the bottom of the Intel ccmtl 1. 1/32' d0neter more strrtp5 are melded to the tattoo steel far nechanC01 8 Cost-reptlace Catmall tie provided in capo•1te lintel in lieu of concrete ITnpsarl ants. q. Safe Idld g;V hosed on rational desq n aall55 per AC1 3l and ACt 530 SAFE LOAD TABLE NOTES I. All volues tamed on mmR/n 4• tea Exception. Safe roods Far unfilled lintels must be reduced t2l 20% If b •y th IS less than 6-1/2'. Safe Em, A Fair recessed r all lintels �.1ed M' ramnol oear% 2. MR ' R. a Not Rated. 3. Safe ldld3 ore total Slper•po5ed Olha'IOdle load an the section Specified. 4. Safe hOL7yg t.. I an CfOde 40 O' Cfclde 60 Feld retar. 5 Adolta01 lateral toad Capccltl can be obtained dY the deslgrer t7•f pr'ovan9 oddanl reinforced I.OSarl ob0ve the precast Intel 6 One •l retu Final oe substituted far tmo 05 . ebar5 in 8• IntelS only. 1. The desger mall evoluote concentrated 1 ,7 4 from the safe Dad tables 1:71 Calculating the moxn{rn resisting manent and shear at d-omal Fran the Face of support. 8 For canPoslte lintel heocjts not Shown, Lose Safe load fron next lower fe91t q All safe IQ.lds n units of Pods per Ines• I= 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY LENGTH TYPE &M& saws : 4'-4' (52.1 PRECAST I4w IS" 9359 2A82 in54 p1A 704 6ee0 18n 3402 49e2 641E 14.1 A.6 OBY 4•-6' (54'1 PRECAST 1$1 Is.A ne7 2b4 3w 4481 538 62b4 IT12 3u2 4A82 64V 7141 A.6 mb 5'$' 1687 PRECAST ,B6 e32 E02 G50 - 2586 3015 38s 153 262 4C'H 6412 bs6 S84 swim 5'-10 (1O7 PRECAST 135 11LI I•mm 144A 4424 24M 2e11b 3952 103 2051 Sell 114V 656 5450 64-1 6'-8• (80.1 PRECAST e72 901 No 2A33 2•s'ra 3223 95V 4s22 A01 I 6n 2q33 41m 61a ern 6T11 l•{2• MI) PRECAST 665 Ts 13n 2252 lase 2454 24" 9434 7'41 1311 232A 350A 54A2 G624 5132 9'-8' (1167 PRECAST 3q .20 Wil 1253 Olt 1342 1b. 1BR. 535 A23 14a1 2--m 2618 35R5 2815. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS O r-4-9" UPLIFT LATERAL LENGTFI TYPE � sso.r aw -Ir sa+84r eR:6 awb-v 2J• a am6 f52'/ PRECAST 12M 513 2413 32ffl 1 Sm A37 A37 1244 GR 2331 310 RiECAST Im215a1 Z91 3121 S5n154') �n12las 1142 1.$ 2240 3031 131% 35.53♦'J59 1681 PRECAST 2423 432E 24 4132 - Z351 3eA6•n3811422352 PRECAST I(10./ .6A .Yfl aw. OR7 f/o 22e8 1 .a. (8D'J PRECAST 7b e82 513 2042 2513 301 5642 !!a 100 nD % 146e 4�81 2501 3335 9b3 (90') PRECAST b55 b91 1325 60 2290 Zr.3 3221 1b AW 6e8 1 6" 1 lag ow 2225 26A0 951 016')PRECAST 533• 433 e08 n2g I413 ITJ• 1vA5 S6 b4 593 sin OD7 136A /128 21CM NW •REOLCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY lD1GIN 1TPF 81f8 eFe-Ie 612-e 1:16-Ifirq . 2'-10134'J PRECAST 316 4413 603A4 04V 1 ig 23D 366 441 6603R. 04V nA36 3'-6' N2') PRECAST 230 33s 3gn .69A5 86a AA413i66 .413 b03n4 10412 uA36 W-O'(48') PRECAST 24gS 3461 6164f. 20 M13 60314W12 w36 4•-6• FS4•) PRECAST 1651 1413 2651A 4 % %" 2110 4021 b034 1526 A0o4 0412 gbba S'-4' (64•) PRECAST 1184 1223 1301 %MR 231 2e26 51$.I 354b 66B 28d1 WS1 b0% S100 G424 1.a 5'40'iU7 PRECAST 912 Cold IDSR p14 188A 2304 Z121 5 mJt 2464 4144 S4Se M31 52e0 b122 6'-b' FT8•) PRECAST 931 1255 M 3263 214b 9WA 3nv .S85 42% 201 39% S260 v94 9AA5 b84O 1' 6' MD') PRECAST l61 a2A 615 2355 R44 2431 25% 3M OA 615 260 33M W% 6613 5041 9'-,• (112') PRECAST 513 b32 a44 14fn 1210 64M 1154 Zan b8 1212 181e 25" 3-W 40a 321 10'-6Y126') PRECAST b2 am '125 A5 1122 43M 15% 4556 658 02S 514 2060 21l4 3133 2404 II'-4' (136') PRECAST 445 " a35 1355 4550 2355 1113 I 2315 SAD -135 1365 1e54 2"1 3155 40" 12'-0-044•) PRECAST 414 545 eb4 1254 KAP 2014 1510 408 565 e64 12S4 EAB 2211 2eR 390 13-4'(160') PRECAST 362 4n 126 025 1331 *as1224 1419 4w us OT. 1435 Iew 7343 2i20 14•-01W) PRECAST 33 648 Am 1190 14W 081 1260 338 45r4 'CO 0® IMS 1v4 2is3 26bb N•-b' Ab7 FRESTRESEE N R. IR Mt 1R Mt Mt Mt Mt 465 T.5 430 20.5 260 goes 3b5 IT.** flea./ FRER 7R[ f NR /R 1st In Mt 1st 1st MR .20 His 42M lees nm 2810 340 11-4. 1�)PWSTRESGEI I MR NR Mt Mt Mt Mt Mt Mt 30 sal 950 14 M 1e00 2200 2600 19'-4• (232•)FRESTRESGE N.R, nR 1R nR 1R 1R 1R on 240 400 W OM 140a 11Rh 20a 21•-4•12567 PRESTI2EifiE NR rR Mt Mt Mt Mt 183 A4a 2Z•47•(3a47PRESTREii HR. 1.R AIR 160 *.104'0 610 m 24'-0Y2997FRESTTi£S6E N R 1R 1st 13p 120 4Cmm4~m UPLIFT LATERAL LENGTH r,.E dF}IT WF 241 EF6•IT 2a-I 2-T aF2&4le 37wT ey.2T -ZT 45r-2i to- 24• 215 732• PRECAST inn m.6 .� 5337 b5W ten 0562-10'(347 2021 n21 21M 3A81 5� 6401 bo 9612pZ1 3-6'(42) PRECAST 26s 22M 32W .231s2m 6204m2 1251 1251 216s 2215 365 u25 5091 bm 136 4•-0'(4&) PRECAST Isis low 2532 36e0 4sw S351 245 938 bus 0%25 2150 3593 4422 52b4 610 q38 4'{1. 154.1 PRECAST 1Ff1a ow2501 3251 400 4b, S525 121 121 GW IT)r 2435 31 311,3 .658 SAM 5'-4' 164') PRECAST 13a3• me4 2la 2141 mm 400 41b SOS SOS 1343 .31 2050 2610 3743 3n20 4544 5'40'(O'1 PRECAST Q17' 1351 ago 25M a84 SE65 4241 418 118 12,2 13s 1815 2441 300 3563 WS11 6' 6• (1B•) PRECAST Ip1• 12M IIW 2250 2TN 32m 302 101 881 a.1 now 16e. 21A2 Z03 326 Tw 1'{2• (90') PRECAST A9L1• AIZ 1415 mw 2954 2111 3240 591 651 Ao oA 14% 1�1 23! 2111 3245 9'-4• (112.1 PRECAST �• b2 Atn 12F/9 1560 1e52 Ztw 454 63D eo 158 a42 r5S0 IRID 2211 2634 10•-6'026') FIRECAST %• "Re 143 4021 1261 I.A6 Ili yth 493 v6 67 034 13tiA Iv1 203. 23% Ir-4 0367 PRECAST 666•b 6% e99 104 133'1 ISIS 363 556 66b Q5 12% 19is W5% 2n6 12'-0'044•) PRECAST 601•lb 816 am lle6 19V 340 494 631 AMR 194 IV" 2086 13-1 (160') PRECAST �• bob 861 9-11 fro 302 398 513 004 1951 b9l 011 PRECAST 45e•14'-0•(1689 286 %D 548 A22 12s4 1561 oe6I4•$•(lb7 PREiTREW.E N3 s41 124 e61AADNR. 351 243 352 aw 1156 14m 1142 IS•-4•(164./ P jTRe5SE 225n8 S53 611 ea Ais N R 321 228 32A 542 lm 012 1381 6b 11-4'(208'lpitESTTe}�E Im 2% 3! .M Yal 6T1 ,l• MR 755 Les Zb 44A 64A el4 a21 139, IA'­1•(23r)PRE5TRE9GE 63 6s 201 231 33 9e3 401 550 .Aa 136 518 A.0 661 IW MR 204 21'-4•(756')PRESTRET�E 045 1eb T18 956 433 92 sm NR Il2 142 212 3% 4n 635 e01 Vq3 22'-0R64•/PRESTRES5E 1.0 180 2be 343 40 .A3 568 :1 NR. 161 131 205 322 .51 sal 11 24'-0T18B•/PRESTIagff Ir 65 2.. 32 3e0 "1 55 NR. .31 024 1 Ob I 270 I 408 I S35 I 6e0 e33 "REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR NOTES: I ALLIED LINTEL TABLES MATERIALS h INSTALLATION 1. rear In precast Intel C2RE10 per ASTM A615 2. reta on pored aeon GR40 per ASTM A61S 3 ft Far precast Intel3 •4000ps- 4 Ft For Feld concrete •SDCCpW 5 cocrete peso rl units per ASTM C-90 matrr per ASTM C210 tpe M air S 6 calculators oil: R1c1aa Q Nevnvl. PE. Rddle-Newrvl ".eerng FIX. 1. share all Colposlte Inlets 4' OC 8 al coTposlte IL•O- calculated mltn 1.5 n top of t>e01n q. safe 1117d8 tg�ed.an r_ Ili 8' a= eq (4• min iiiii, ). 0" hay s ys shoom n palms per Ineor Foot II. for "ves rat lasted use next logo length For safe load FIELD REBAR W R •5 G 40 .. (If 4' CMu *. CONCRETE FILL tu Y FIELD REBAR •5 G .40 1-SIWAc ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U' LINTELS LINTEL N0. LENGTH e'utf' UNFILLED e'xe' FILLED G'x12' FlLLEo e'x16' rILLEo 8'x20' r1LLEo 6"1124" ILLE0 e'x26' FILLED e•z32" FILLED A -I 210' 654q 6251 10125 12000 120M 12CIM 120M 120M A-2 3b' 3838 3868 5231 8552 11440 1200o 120o0 IZOW A-3 45• 2081 1914 3361 4616 WeEl 1269 awl 9924 A-4 510' 1128 am 1&0 2483 3336 3913 4631 Saw A-5 1b' 902 10% 1644 2542 3294 4029 41RD 5522 A-6 q'4' boss 635 1112 1534 I994 2436 2902 3346 A-1 lob" 489 483 841 inn 1522 1851 2211 25% A-8 11'4' 502 612 1125 IS30 2002 2455 2931 3389 A-9 IZ'8• 421 485 900 1224 1604 I965 2360 2121 A-10 13'4' 393 419 114 1053 1381 1692 2024 2341 A-11 14D- 342 313 690 938 1233 1510 9 08 2091 A-12 14• '8 33B 334 We 842 1108 1352 1624 1819 A-13 11',' 212 285 436 6N am 988 1185 1380 A-14 I9'4• 250 345 496 850 1135 1408 1698 AM A -IS 20D' 225 365 413 184 1052 1300 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8' CONCRETE "U" LINTELS LINTEL NO. LENGT UNiiL�LED FIILIKED FILLED i0.iio nil 0 nLLED TILLED Two exs rA41io A -I 210• 30% 3150 9194 1 10000 10000 117000 I000O 4405 A-2 316' 1835 1816 5445 100M 10000 10000 10000 IOo00 2592 A-3 4b• 1018 1051 4224 5900 8203 9440 10000 100o0 1415 A-4 510' S15 603 23M 3319 43M 5303 6166 1848 111 A-5 lb' 945 310 1421 1915 2552 3514 3661 4E00 E" -A-6- -94= -228- -252- V34- -1296- -1665- -2DS9_ -2542 2941 _ 423 A --I lob, 186 MR 156 1049 1341 1662 21325 234 329 A-8 II.4' 333 333 652 911 1110 1452 i151 2D 45l A-9 128, 241 282 615 T20 991 1232 1464 G95 P3, A-10 134• 253 253 Soo 103 892 1109 1303 1509 A-11 1413• 225 324 413 652 824 1028 11% I A-12 14W 191 1 218 1 442 bog 1 Tag 1 955 IIM I A-13 11'4' 145 1 253 1 351 483 605 ISS 842 la A-14 1 19'4• 184 1 214 1 308 420 525 651 A-15 1 2010' 114 1 203 1 2% 405 504 633 n� 4r 4 w 0m1 for dhow dmign ohec 4d 6r• 4- daft: 01.22-01 sheet: A5.1 of: • 11 GENERAL NOTES GENERAL : L LWE LOADD, ROOF MOW FLOOR 40p•► STAOb 40psf 2. WIND SPEED I10sph 3.0-- gru 3. ALL WOW TO BE N ACC41RIDANCE WT14 THE FJW- 2051 G14APTER 16. 4, ONLY WRITTEN C14ANGES APPROVED BY TIE ENGINEER SHALL BE PERMITTED. CONCRETE : L ALL WOW TO BE IN STRICT ACCORDANCE WTM THE ACI 30 7. MIX DE6IG4 CRJTERIA� ALL COMqRETE TYPE I PORTLA D CtE1@ff. (ASTM C 00) COM I-WSSIYE STRENGTH • 78 DAYS SHALL BE 25Mp. 1 FOR SLABS AND FOOTINGS AND 3000 psi ELSEWHERE NONJt KAXPI H WATER -CEMENT RATIO BY IEKiW F0110M SP-C*MO NON -AIR AIR cGMTPRE$SFVE ENTRAIIED ENTRAINED STW303TH (pN) CONCRETE CONCRETE 7500 Obl 0S4 3000 096 0.46 SLUW-SLAB ON GRADE 5• OTTER S. WATER - POTABLE CILORIDE - MOTE 3. PROVIDE NORMAL WEIGHT AGGREGATES N CCMEPLLAINCE WITH THE F:EaIIREMENTs OF A6TM C 33. 4, FBER ESH FOR SLAB TO BE AT A RATIO OF .15 LBS/YARD. FOUNDATIONS : L TOOTING DESIGN BASED ON MNIWM ALLCIIIAME SOIL BEARING PRESSURE OF 2000 pet. 7. F FOOTING ELEVATION OCCURS N DISTIIBEID NSTABLE OR UNSUITABLE TT4E ENGINEER SHALL Be HoTL•ED AND NECESSARY ADJUSTM EWS, BE 1 oIDE PER MLS N6TEaICrIONs 3. PREPARATION OF TTE SUBGRADE TO FOLLOW RECOFI'ETIVATIONS AS GUTLNED N THE GEOTEC LAICAL REPORF. BON, 4. STEPS N WW1 FOOTINGS $FALL NOT EXCEED A SLOPE OF (V VERTICAL TO (7) HORIZONTAL. 5. CAUTION SHALL BE USED WEH OPERATIC VIBRATORY CQPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. HAC,nWIPY - R-15 WDDOm UNIT � 3-Vr GONG SLAB OVER 6 MLL OVERTT iE.0 COMPACTED F LL SHNKE OVER B• PELT OVER 1 w• Osa OR Lr COX 7R?OD TFX06U STRAPPED AS DMOWN ON TRUSS LAYOUT e0 P.T. OVER Do CDR OR COP. ALVI FASCIA OVER 7X6 SNBPADCA WI CONT. ANUM LL Q�BLROOC PRECAST SKIN (U • 5 WAFl4 6 Ff OR GREATER T O•M BLOM W 05 DOWELS SHOWN TIONS O POUNDAI�IGN PLAN 7 -5 BARS -� AW WALL SECTION ® WINDOW - CMU ONE STORY LIMITING HEIGHTS EXTERIOR "2 STUDS V/C STUD IYTE�L 1OK. S°AOG MAX 4(j, ME STUD KAJERIK R OTC pCL71MW4. r % r SPFUKX 14* OC 9 4, r X 41 sours AN FIE J4• GNcrX4•SFRCEMw'OC v-r r %6. 6C1IION PIE w• Ocr X V SPRMFIR V OTC I4r r x 6' SOURNEeN FIE Q' Gcr% r SQIIERI PIE J4. OIC T-V r%V SPRIOERR J4-GCr x r SOumm PIE W, NAc I-P rxF9"=RRW0Cr % 1• SGITKERNPINE I' GHcP4r r x 0' smax Fat Q• GHcY%6.6pgLT;tRJ4.00x C SODUQN P•E J4. oc Y %6• SPRIGS riR w• QC w'o r % IP SOUT6N F•E w Guc Jr-r !xb'�RK'E Rt Q'0A: B'-r rXe"JQITEN P•E Q'Gc 76'O I DE•JC1L MATERIAL AND WpWQtNRKIRP SHALL BE N ACCORDANCE WTI THE ACI STANDARD L3UUAIC CODE REWFIEMEI T6 FOR CONCRETE MASONRY STRUGIUI�6 AO 530/ACT 5301 J. CELLS, INDICATED TO BE FW1E0 °WILL BE GROUTED WITH 3000 pW CONCRETE (W TO 10• SLUMP) 3. PROVIDE 751 LAP FOR STEEL • ALL LOCATIONS, 4, ALL CF1LJ• ADJACENT TO CORERS, EID OF SHEAR ULA' 1 6 AD UNDER CONC'EIVRATED LOADS SWUM CO4TAN VERTICAL REINFORCING AND 6FWLL BE FILLED WITH 0O CREM. S. CONCRETE BLOCKS WALL COPOR9 TO ASTM CAO (76 DAY 6TRETITH 7000 pAI) (►b•FGOO Pei), WOW TRIM STRAPPED LAID N RUING BOND. AS $MOAN O14 6, MORTAR SHALL BE TYPE K TRUSS LAYOUT L ALL RE -BARS SHALL BE GRADE 40 UNLESS WOO. 72-SAX4 TOP TE L ALL WOOD FRAMING, AND PRE-ENGIEERED WOOD TRUSSES SHALL BE DESIGNED. DETM-ED, AND FABRICATED N ACCORDANCE WTM THE PROCEDURES AND REQUIREMENTS OUTLINED N THE LATEST 7x4 STUDS EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRCTIO . • wG x J. TIE WOOD MMGES °HALL BE SIZED AND DETAILED TO FIT THE DT •GONE AND LOADS INDICATED. ALL DESIGN WALL BE N ACOORa7ANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ® PLATE ANCiIOR ASSIGNED AND APPROVED BY TIE BUILDING CODE DESIGN CALCULATIONS SICGNEO AND GE Al E BY EVERY OTTER 6 A LICENSED PROFESSIONAL ENGINEER A E TO BE SUBMITTED TO TE ENGINEER FOR APPROVAL (TYPICAL TOP 3. PERUYENT BRIDGING PERPENDICULAR TO T1E SPAN OF THE T368E8 SHALL BE PROVIDED AS REQUIRED BY T1E TRW MANFACTUZER TRUSS MANUFACTURER STALL PROVIDE STATEMENT THAT I/)• X e- BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CODFTIOl E7rAMOICOM BOLTS • 44e6 4. FOR STRUCTURAL LUMBER PISTADE THE FOLLOWING (GRADE AND SPECIES, SCUT ERN PINE SURFACES DRY USED AT MIT. MAX K G GRADE M02 OR SPRUCE PINE FIR CPU WALL °OUTI GRADE M02 5. PROVIDE GALVAWZFD METAL HANGERS AHD FRAMING ANCHORS (F TTE SIZE AND TYPE RECOMI'EMDED BY TE MANUFACTURER RER FOR EACH USE INCLUDING RECCt* EHDED NALB, OW WS COMECTOZ5 OR EO"ALENT) T Q.SIAB b. ALL BOLTS USED FOR WOOD C.ONSITaIGTION SHALL BE A hBNW1M CF VJ' DIAMETER AND 6• N .- LENGSTH (ASTM A-30V UEIH MIL I V2' OAK ULASHER LINO. - - - - - - - - - - - - - - - - - L PROVIDE FRA MIN G MEMBERS OF SIZES AND OF SPACN39 SHOAL OR F NOT SwOQL COMPLY UM - - - - - - - - - - - - - - - - - LFITIG STD FECMTS CNARt. DO NOT SPLICE STRUCTURAL MEPIBERS BETREE4 6UPPORTS. S, ANCHOR AND NAILIC AS SHNOOII AND TO COMPLY WITH TIE RECOMf¢MDED NAILING SCGEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITLOK A ROOF SFEATHINn lA6• oss OR IR' COX SEE OFZAWW436 FOR HALING PATTERNS, VERIFICATION OF FIELD CONDITIONS : I COMTRACTOR SMALL VERITY ALL FELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME 1LLEFE THERE ARE CONFLICTS BETWEEN ACrJ4L FIELD CODT10N6 A1D DATA PRESENTED N THE ORALLtICB SUCH CONDITIONS, SMALL BE CALLED TO THE AIRCIVEC:T'S ATTENTION AND NECESSARY ADJUSTMBRS MADE PER HIS NSTWCTIONS. 7. FOR A W MOR BOLTS USE MNlES OR EQINALEHT l4-36 OR A-301 STEEL) 3. PROVDE 7X4 BLOCKING ON ALL. SEES OF TIE RIDGE VENTS WTM ad 14AL6 AT 4. ON CENTER, T - DAIS BEAN UNLESS, OT IERIM NOTED ON RAM PLAN O' ANCHOR BOLT LMEL BEAM r- -- m4•eBAa �-- -- -- .I O7'al MALL INN - SEAR HANGER PER PLAN @e ea .® MBH MASONRY BEAM HANGER KW Iroc !k sTRAPI>u(c MOM F A BLOCW OIAFWAGGI ZONE S CALLED FOR ON ROOF FLAN PROVE 7H:4 BLOCKING • ALL PLYRGOD PANEL EDGES H NHL° • 41 oa FOR SLOPED V1AFU RAGM W E ad HA" AT 4. OC. OR Sd HAILS AT 6. OC, OR EGUALNALBR FKARU O NAIL EQMNALEW RNU BUTC AT SIFPORIEL EDGES AND I r HAL AT MFPGRTED EDGES BLOOOO AND Q' OC. FMLD / AO Q• OC. FIELD FOR FOR SHAD® AREAS OF ROOF OTER AREAS OF ROM bb•ICAO6EARM INN' COX TT► ROOF SHEATHING NAILING RSN PATERN DETAIL 4'-0• FIBERGLASS R-!!MIL SHINGUES OVER WFIE1.1fat OVER xm. Ow MIL OOR I/J' CDX LAYOUT I / ORTWIALL DO PT OVER DO CDR Pr DAL C OVER b% OWASLA I pVSq• 2x- TOP PIATEE W CONT. AUK VENTED SOIi1T x.-mu.- OVER wS •LIULATION 'VOL 77m � FOR 4'-6• MAJC Of ENM WTEr TIRO/ UNIT DEL. DW HEADER FOR Y-V MAX OPENING UNO. 3-VU' tONG BLAB °��pLATH 3 KAB 1 OOV EE66 ML - 1!J' �D%� VAPOR` �1'ZRFR VAPOR BAgiFR 7X WUOO DIU170 • wTOL SF a•o NIRSIL q �� $ �� FILL 7X P.T. BIK FLATS FILL w m Vr X W AB. 31' OX f ' `- • I�• = GRADE �J• 7 •5 BARS A`-�f 7 •5 BARE WALL SECTION - FRAME WA WALL SECTION -CMU ONE STORY -MONOLITHIC ONE STORY -MONOLITHIC 10' O WW d HALE . BALL 11II106 H HEADER 'W O M-ISd HALS r• SOTTOI OF HEAL IF-40m a)? AD OVr Cox PJTW OSB 7• COX SPACING ER'EDATE ANs ODD. LAYOUT DO P.T. OVER to CORR OVER 2)06 SUBPASCA W CONE. ALML VERIED 0OR9T L•TEL BLOCK UN •'! BAR IAOCF fRAMW IQBERH (Sff FOR TRBD SERAPE/ OOIELE TOP PLATE -Ub• 07B OR CDx PLTR70D EKfERIM SHFATMICG HAWED N USN GALV. • 4.OG EDGE* - bA P.T. MALL STD O0) Vr DH. A%I:SM BOLTS TO BLOCK �rw- EXTERIOR WALL SHEATHING yr Du. .rA/T3L7R 00.q NAILING PATTERN DETAIL Wr7Ww'ae`•mAvE7e LnrAiac t uqq,. - , WTHN 6• OF EACH 00 AHD 37' oa TUX ELSEWERE V STRAP EVERYL 2.4 Pl. BOTTOM PATE OORFNG Ol1ER °RID BOTOT OF HALL �Swool BR 4' C) TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS 1O�61UI�D: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48. OZ. REMAINDER TO BE BLOCKED AT 96' O.C. OR RAT RUK FASTENING: FASTEN FLOOR SHEATHING TO FR.AMMG W/ WITH 8d COMMONS OR 8d NOT DIPPED (GALVANIZED NAILS AT THE FOLLOWING SPACING: ' 1) 6. ON CENTER AT ALL PANEL EDGE FRAMING 2) 12' ON CENTER AT ALL INTERMEDIATE FRAMING BLOC KING o 48- O/C MAX. IN FIRST THREE FRAMING SPACES 4 96G O.C. THEREFORE FLOOR BRACING AT ENDWALLS Dw NVr DIRI'r T504r RAIN 6• BSED. (TTP) iWIMPM:P . 4C NAIL W 6' DETAIL. TYPICAL JAMB FASTENING o OVERHEAD GARAGE DOOR 00 N J W METE, H•,tGionx «�'s'S fr)e A dra.T Dy. dn„G dSSI/o dH•dHsd br. 6.. dlMc 4M 724E771 Sheet S1 Of: • Dee 81EATHNG W-CA FLooFt PLANMF4$ SALT.. T4• OC'. 12x46, )C,(TN1QJ9 2-TX4 '�• O'� V16• oe6 O' TOP PLATE J r-To• CH ©EA, smE (TYPJ OR IR• — TOP Q O " TOP PLATE I` W. OSB / OR N W W + OR a• cox ca - � BLOCKING • PROVIDE 1,10 STUDS a t EACH TFMW EA SIDE CTYPJ T ,I BLOCKING TX4 Q Y -� 1101BEERR UV4 GABLE BRACE10d HAILS EA I, TX4 P.T. O� >-- SOT. FLA CONT. 2X4 NAIL J-BOLUS W C $ o TO EACH TRIM 6' ,AS SHOWN O ry 9 OO F.A. SDE nYPJ z RDOF 113195 PEAT. • T4. OC. STRAP � c m cHl _ CL4° TO TCP SM. PLATE WALLCMU_ r- u = o ii O`n� CM WALL �-na— ROOF crR• 01°L TTd189 Cl$OR V)COX FRAMING SECTION THOU CHIMNEY CH INTERIOR CHIMNEY CH Q WALL SECTION Q FRONT ELEVATION SIDE ELEVATION (n J �Cp INTERIOR CHIMNEY DETAILS CHIMNEY DETAIL ECD EXTERIOR CHIMNEY DETAILS J Qco CONNECTION KTA Q �• _ J 1— W Q ROOF (AEAT Sri obx 1• MACMCi REOU IPME 8 WO p W (sue ►�Aa.G �„ Dot LEDGER TO NL11CH BOTTOM D,4 LEDGER TO MATCH B01TOM ONONm SLOPE l eC1eSOR TRL56 DuN BLOOv.' • N• OL. CHORD eLOFt� GR eG7SeOR TI , U,, M,*Q G . 4e• OG BAOMALL W 0) led NARe A1TAQl TOW®e YIl1 CLYS117i$ ATTACH TO REM Y ITN CLUNSTER$ L• BRAE _II � Z eAV SPACIR3 NO L• "— N Lt1 L• BRACE A, TK{ L• BRACE L• BRACE 6' d-O' - 4'.y 1'-5• - e'.w • f-•Y f-O' - 6'i• OP A, led NApd �: T�� OV UM �S OF (T) IOd NALS ATTAC/m 0Y IOd NAlle 1. OG. IYPK:ALJellAL .`' I �y ... W LL. 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