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114 Bristol Forest Trl 03-1658 New SFH
PERMIT ADDRESS CONTRACTOR Centex Homes ADDRESS 385 Douglas Ave:; Ste 2000- -- Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PHONE NUMBER ° PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR b; a i i MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE ° MISCELLANEOUS CONTRACTOR i PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE L-i - 1 PERMIT DESCRIPTION c\�'v_1Q PERMIT VALUATION SQUARE FOOTAGE C9a�A, CERTIFICATE OF OCCUPANCY / COMPLETION �e This is to certify that the building located at 114 BRISTOL FOREST TR for which permit 03-00001658 has heretofore been issued on 5/01/03 has been completed according to plans and specifications filed in the office of the BuildinF Official prior to the issuance of said building permit, to wit as �,iJ yule `qp complies with all the building, plumbing, electi�4ca , z ning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No nA T17 TDDD(1ZTT T. BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In Lines In Meter VSewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work Y wl wl Kai Ds.IN a T)A7T: ADDA(l1TAT. DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 6/03/03 10.00 01-APPLCTN FEE -BUILDING 5/01/03 10.00 01-APPLCTN FEE -MECHANIC 6/10/03 10.00 01-APPLCTN FEE -PLUMBING 5/19/03 10.00 02-ENGNG DEVLPMT FEES 5/01/03 10.00 01-FIRE IMPACT - RESIDENT 5/01/03 59.27 01-LIBRARY IMPACT FEE 5/01/03 54.00 01-OPEN SPACE 5/01/03 279.61 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION 4. This is to certify that the building located at 114 BRISTOL FOREST TR for which permit 03-00001658 has heretofore been issued on 5/01/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-PLAN ALTERATIONS 5/09/03 35.00 01-POLICE IMPACT - RESID 5/01/03 91.93 01-RADON GAS TAX FEE 5/01/03 11.90 01-ROAD IMPACT FEES 5/01/03 847.00 01-RECOVERY FD/CERT. PGM. 5/01/03 11.91 01-SCHOOL IMPACT FEE 5/01/03 1384.00 WD IMPACT:SINGLE FAMILY 5/01/03 650.00 SD IMPACT:SINGLE FAMILY 5/01/03 1700.00 �Dm� ",,, O�) �211- OWNER BUILDING OFFICIAL DATE CERTIFCATE .OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT W: ADDRESS: \\A CONTRACTOR: k,- 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. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. &flgineering :] Public Works :] Utilities ❑Fire A� OZoning alp, OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE .OF OCCUPANCY REQUEST FOR FINAL INSPECTION w/0 �`�OO **** SINGLE FAMILY RESIDENCE**** cd�� DATE: PERMIT #:C�' \�o� ADDRESS: V\A •� CONTRAC PHONE #: The building division has.prepared a Certificate of Occupancy for the above location and is requesting.ffnal inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. DEngineering OFire A\ Wublic Works : ���� OZoning ` IFa Utilities OLicensing nIA CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) F- CERTIECATE OF OCCUPANCY, REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE: PERMIT #: 01)- ADDRESS: k\"A CONTRAC PHONE#: The building division has prepared a Certificate of.0ccupancy for the above location and is requesting final inspection by your department. After your inspection, , please sign n off and dat . e .1 the C. 0. or submit, addendum if it has been denied or approved. with conditions. Your prompt attention will be appreciated. DEngineering 0 Fire r-\ IA, :]Public Works 0 Zoning 1P 0:3�utilities OLicensi ng CONDITIONS: (TO BE,COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 0 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE 0 3 " 16 5 Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 114 BRISTOL FOREST TRAIL CITY STATE ZIP CODE FL PROPERTY. DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 12, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.##" or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 1 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of fbod'mg) 1202940035 E 4117h95 4/17/95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): 1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Bamer Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on, ❑ Construction Drawings" ❑ Building Under Construction' ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/Al A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. - Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 13. 0 ft.(m)co o b) Top of next higher floor WA .-ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. o 0 o d) Attached garage (top of slab) 12. 7 ft.(m) E 1 o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 12.8 ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) 11, 8 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 12. 6 ft.(m) W o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o r) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH SfVFATATE.1 ORLANDO FL 32803 SIGNATURE )IVV DATE TELEPHONE 8115M (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 114 BRISTOL FOREST TRAIL - T CITY STATE ZIP CODE Company NAIC Number FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4, If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZJP 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 communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or oommunityassued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. ISSUED I G6. DATE CERTIFICATE OF G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT" OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 12, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE NOTE: EXCLUSIVE USE OF: THE FINISHED FLOOR ELEVATION OF THIS COMMERCE TITLE COMPANY STRUCTURE MEETS OR EXCEEDS THE COMMERCE TITLE INSURANCE COMPANY THE REQUIREMENTS SET FORTH IN THE CTX MORTGAGE COMPANY, LLC CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). O 0=81 *46'03" L=71.36' 1•• = Jo' R=50.00'- GRAPHIC SCALE CB=S07.20'02"E 6 15 30 C=65.45' . 0 A=138*11'23" L=60.30' R=25.00' CB=S20*52'38"W C=46.71' mo A= 0'40' 2 7" L=2.65' R=225.00' CB=N89'41'28"W C=2.65' TRACT A FND 1/2" IRON ROD AND CAP STORMWATER MANAGEMENT AREA LB #68 (8/14/03) - LOT 13 S784 039.,E SS6. UTILITY EASEMENT WALK IS PT A-J5• - ON LINE -i - 589.58'19"W WALK IS 38'JO" _wI , 0.2' OFF \ _ L>155.52' o?, - 57.31 R=250.00' vi •'I CB=S72.12• /CPC - - N89'58'19"E - 107.31' — �— BRISTOL FOREST TRIAL 50' RIGHT-OF-WAY 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 8-14-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 12 BEING N 00'01'41" W PER PLAT. (FIELD DATE:) 05/06/03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM ASM39626 FINAL 8-14-03 CKB JOB NO. FOUNDATION 05-20-03 CKB DRAWN BY: PLOT PLAN 03-31-03 CK8 OA=38'04'36" R=25.00' L=16.61' CB=N 70'56'01 "E C=16.31' RP �3 s ;ALK IS 0 Z af 4' OFF O U f- Q W 4 N O 1 U u W Z b p � o V) rn n Ld Y CENTERLINE OF RIGHT-OF-WAY PI - LEGEND — . — . — . BUILDING SETBACK LINE FND NAIL AND DISC - CENTERLINE LB 168 (8/14/03) -- - RIGHT OF WAY LINE FND 1/2"'IRON ROD EXISTING ELEVATION O NO ID. (8/14/03) CNA CORNER NOT ACCESSIBLE CONCRETE A DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR - C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE (M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER SJW SIDEWALK CBW CONCRETE BLOCKWALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. / FOR THE FIRM R. USCATELLO JR. PSM#4 28 DATE r> F r CITY OF 'AN PERMIT' APPLICATION Permit # Job Address: =A Description of Work: Historic District: Zoning: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool . Electrical: New Service — # of S Addition/Alteration Change of Service Temporary Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & Energy Cal�z Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of ter Closets Plumbing Repair— Residential or Commercial Occupancy Type: ResidentiCommercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for o0ter Wart %) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) i Phone: License Numbe Phone: 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 d e in construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM NC TWICE FOR IMPROVEMENTS TO YOUR PROPERTY- IF YOU INTEND TO OBTAIN FINANCING, C j Sl ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional stnctions applicable this county, and there may be additional permits required from other govemme tal entities such li ble Acceptance of permit is verification that I still notify the owner of the prowrrty of the Signature ofO%vner/Agent D e Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally ':�nossn to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: :Initial & Date) Special Conditions: orida Contactor/, mpliance with`all"applicable- laws reg;uLsting NT MAY RESULT IN YC)1:11< PAYING WITH YOUR LENDER OR A2-4 that ibend in,the public records of dis tsenci.es, o ede al agencies. Z ate hobP.- + L Ue11© K kS se A'PnContractor agentsure of No_�-State of Florida D to Contractor/Age is _ Personals% Known to Me or Produce—) i Lt:"i:xs: I: D: (Initial &Date) (Initial & Dat nitiaD MIRINDA C. TURNER s.d ::--'r IQIY C6AhMt3SN-#-B —` EXPIRES: J'une 14,2Q07 Bonded Thru Notary Public Urde*v ers Le _7 5-06-223 12:S2PM FROM p ,, CITY OF SA-NFORD PERMIT APPLICATION Permit r :_LJ1 — 1Uj�� —,�� Date: Job Address: 1 y i� � � T �1 1 Lo\ Description of Wor Historic District: Zoning: Value of Work: Permit Type: Building Electical X Mechanical Plumbing» FircSprinkler/Alarm Pogl _ Elearical: New Service — # of AMPS Addition/Alteration Change of Service Temportiiy Polc Mechanical: Residential Non -Residential Replacement Now (Duct Layout & $nergy C41I Required) Plumbing/ New Commercial: # of Fixtures p of Water & Sewer Lines P of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: ConstrucOon Tyne: _ # of Stories: q of Dwelling Uaits: —• _ Flood 'Lone: (FEMA form required for utocr ::,a;i X) F. reel >F: (Arrach Proof of Ownership & Legal Description) Owocrs N'3me & Addreas: Centex Homes 385 Douglas Ave.. Suite 2000 Altamonte S12rings, EL 32714 Phonc:.407-661-2150 _ CoOtr4cloriN'amc&Address: Approved Electric Co. of Florida 4874 S. Orange Ave, Orlando, FL 32806 State License Number: EC0002494 ?none & Fax: Fax 407-85.1-1 226 Contact Peron:John Findlay Phone: 407-851-1220 Bondlu_ Company: \1ort1,a,,c Lendcr A�dFos Ar. dktc'/Eng,incer. A',0(;SS Phone: ,;ppliea!,�n :s nac'oy made w obtain a permit to do the work and installations as indicated, I certify that no work or install3non has commenccd pn;w. !:: n-,c sslancc of a permit and that all work will be performed to meet standards of all laws regulating oonsc ucrion in this jurisdiction. I understand chat a separate prr:i! must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and A R'.77, ,nfT1ONERS, ctc. 0WNER'S &FFIDAV Fr: I certify that all of the foregoing information is accurate and that all work will be done in cornpIiancc with air applical)lr. io r cI .La nnp, --;r,Lcdon and zoning, WARNING To OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY USUI;I" I ; c;UP. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN /' 1-FOR� EY BEFORE RLCORDING YOUR NOTICE OF COMMENCEMENT. ,NOTI r: In addicon to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public rccoms o: 1'.15 c:wuniy, and ehem may be additional permits required from other govemmental entities such as water management districts, state ugeneies, or federal rencics /":ccp.accc of permit is verification that I will notify the uwner of the property of the requircmenu Sigrtaturc of Owner/Agent Date Owncr/Agcnr's Name -_ of Notary -Sure of Florida - Datc trw/ gent is Pcrsoilalls ,Cno%sn to Me or Oti A 'PRO VE1) f3Y: UIdg. Cunm ---b Initial & I4w, of Contractor/Agent Datc ,,,Charles Cannon 1' t Contraclor A- cnt's Name gnature of'K'n- y-$laic of FIonG- +�'��Y°�®�� PATRICIA PArRC1AA.KFD.C 10YCOMMISSONt DD013206 M80rc,5(bninm(WAc:-aio-mo )FXPRE:a2 tayEPning,trio180-&dOTARY FL Notary (Initial Uatcl (Initial K )tile) (lint 31 K. J'�:: COUNTY OF SEMINQLE IMPACT FEE STATEMENT ISSUED BY CITY OF SAHFORD 11R STATEMENT NUMBER 103-75464 DATE BUILDING PERMIT NUMBER: ���T���(CITY) COUWTY NUMBEH: UNIT ADDRESS: 'll4L����S�O�fI�l�g�'���\Il^----_'-----_---_-_--_-----_-_---------------- TRAFFIC ZONE: JURISDICTION: SEC: 22__ TWP: 19__ RN8: _]Q_ PARCELx ~5021...... ............ ... ........ .... ......... SUBDIVISION: -pI2_qER02�T_IAAR _.... ... ______... .... ..... _____ PLAT BOOK: PLAT BOOK PA8E: I��L�_ BLDCK: .... .... __ LOT: _12__ OWNERNAM[: __ _____________________________________________________ ADDRESS'-' [CUMS.AVO3~-=.-2D0D~'AITAMONTIE-SI80IKG, 3...... EL-333lt_----------__--_-- APPLICANT NAME: _ ---- --�AfV1r,-7QS ABOVE" ----------------... ... -------------------------' ADDRESS: I (lillf) CATEGORYt 001 - Single Family Detached House TYPE USEu Residential WORK DESCRIPTIONu Single Family Haugen Detached - Construction ----------------------------------------------- BENEFIT RATE FEE UNIT RATE PER H & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS STATEMENV (PLEASE PRINT NAME) DATE;: NOTE TO RECEIVING SIGNATORY/APPLICANTt FAILURE TO NOTIFY OWNER,AND 1,11"K��LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***'ol,/ DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICAHT 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 CAI C�LATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MOST BE EXERCISED BY FILIN8 A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TXE REQUEST FOR REVIEW MUST MEET THE MEQUIREMENTS0F THE COUhTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEAL5 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 DEPARTMENl 300 NORl�( PARK AVENUE GANFORD. 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 UF THE NOTlCE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SIHGLE FAMILY BUILDING PERMIT******************** r CITY OF SANFORUPEP IT APPLICATION Permit No.:.Q -J 1 �Cb Job Add 5 Date: Permit Type: XX Building Electrical Mecbanical Plumbing Fire Alarm/Sprinkler . Description of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service !Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: XXResidential _Commercial _ Industrial Total Sq Ftg: X I Value of Work: 1 6 Q� Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: 22-1-9-30-502-0000- Dla 0 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTER HOMES, 385 DOUGLAS AVE. , STE. #2000, ALTAMONTE SPRINGS, FL 32714-:11 407-661-2176 Contractor/Address/Phone:. SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT) State License Number: CG C049689 Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661-4089 Title Holder (If other than Owner): N/A Address: Bonding Company: N /A Address: Mortgage Lender: N/A Address: Architect/Engineer HURRICANE ENGINEERING PhoneNo.: 407-774-9003 Address: P.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance:witli`: 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"... <s ... 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. APR _ 9. 2003 Signature of Owner7A—ge—nl Date Signature of Co-tractor/Agent Date PAT KNIGHT Print Owner/Agent's Name/-- APR ® 9 2003 Owner/Agent.-is _ _ Produced ID Date , KIMBERLY A. BROWN qjY COMMISSION #" DD 098590 EXPIRES Ma.r„h 29, 2004 Bonded hr� NoW . public Undowiters Personally Known to Me or APPLICATION APPROVED BY: // C 6 PAT KNIGHT griature of Notary -State lorida `�gSPRY P�O�� Kflv?BER[.Y A. B OWNS _ i�� :*- nay ,`%� jh"R�1l8SlON � CD 098590 (= � _��n' i:XPiNES; r�arch 29, 2004 „�f� ��°••� Bonded iBru Not 0Pubiic! ndenvr'ters T_1�111 Date Contractor/Agent is XX Personally Known to Me or Produced ID Date: Special Conditions: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . L Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1F. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial ` Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel M (Attach Proof of Ownership & Legal Description) Owners Name & Address: -I r—s Phone: Contractor Name &'Address: �C /�� OJT 4_/A'0J-S JT 4. pp�� p State License Number: C S e% d O Phone & Fax: U67— 23SI . 9 .f7�.Z Contact Person: C Phone: qw 7— Bonding Company: ` Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I )till notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date / Print Owner/Agent's Name nPrint Contractor Agent's N e Signature of Notary -State of Florida Date Owner/Agent is Personally Kno«n to ate or Produced ID JO ANN M. JOHNSON * MY COMMISSION # CC 92'18Q8 I � f EXPIRES: March 23_. Con tractor XA-_ his no.:rl'epsona.l �golvn[Q ;\I'PLI('A1 ION APPROVED BY: Bldg: Zoning: Ia ::ies: tInitial & Date) (Initial & Date) Spccia! Conditions: 2 Z 4', FD: (Initial & mate) (Itrttal & Dar; r s { ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661-4089 www.centexhornes.com via HAND DELIVERY This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and 2 the basis for the issuance of Permit No. for the following work: LOT PRESERVE AT LAKE MAR_ SINGG E FAMILY RESIDENTIAL (SFR) C HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permitrmit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold1he City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or CENTEX HOMES ROGER DIXON, INTERIM CITY MANAGER Paae 2 the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document- W NE S S: Sign pre Printed I Typed Name - ! . S1grW4Kr4 Lt e, f_e, e, PrinteJ / Typed Name STATE OF FLORIDA COUNTY OF SEMINOLE (Owner) JL I, Signature PATRICK J. KNIGHT. Printed /Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me thPR 0 9 2003 day of by PATRICK J. KNIGHT as DIVISION PRESIDENT for CENTEX HOMES El who is personally known to me or El who, produced their Florida Driver's License as identification. 1KIMBERY A. BRCOCWN 04,10 � EXPRES: Ntrcr29, 21',0Bonjeorhru Notary Undeivs;� otay Public Print Name: My Commission Expires: •...,l.N•A ONNN,-�,,,---,NAM M,ti N,r.-r-,w ,-.-.r.--. 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 NARY NORSE9 CLEF OF CIRCUIT COURT BRINDLE COUNTY BK 04779 PG 0245 CLERK'S # 2003061299 RECORDED 04/14/2M 08s0545 RIM RECORDING FEES 6.00 RECORDED BY N •Nolden 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 , PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue', Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 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) Uo-k Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE i SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS APR A 9 ?003 BY DEBRA A RIGGS., OFFICE MANAGER a CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION mWo ! 27211 HOLDING CORPORATION, A NEVADA CORPORATION, D,EBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH.' ' 9 rn A.J. NOTARY PUBLIC r ialFIED COPY MARYANNE MORE CLERK OF CIRCUIT Co ��ACKIF CnmI DFloricia EMINOLE COUNTY. Ftfl [Votary pt!b"' 9rar:� oi �1Y Cal mis.,ion E IiresDEIPtITY Ct�� r Caminissitin CC99 . J Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Q L= r <7*7 Seminutt- C(wnti Le; c rrtur: 116! K. Kiral5t, u, smhfard F7. 12771 - GENERAL 2003 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000-020 120 Tax District: WATERFRONT 000 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: Depreciated EXFT Value: $0 HOMES Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: 0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,6880 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 12 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *" If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305020000O 1201... 4/7/03 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661-4089 www. c e n tex-o ri an d o. co m TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jac%.e Caines or Nan Holmes to sign permitapplications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, -in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE -A 9,-" PATRICK J. KN HT CGC049689 LOT 1A STATE OF FLORIDA COUNTY OF SEMINOLE The foregoinAP nstrument was acknowledged.before me this U 9 2003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. OTARY PUBL 2G4 y U3 KI h', F A y HA rJn �l YFl qn ( 1 Bonded Tim, Not,=,ry.PW!ic Underwriters Ls; City of Sanford Building Division Submittal Requirements for Residential Building Permit ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). ❑ 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections- 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 carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: I- Garages/Carports sq. ft. 2. Porches/Entries o2 sq. ft. 3. Patio(s) — sq. ft. 4. Conditioned Structure sq. ft. i. Total Gross Area gl sq. ft. ❑ 3. Three (3) sets of completed Florida Energy Code Forms. ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. APR 0 9 - Date ZOo� Owner/Agent Signatur \ / e sPLrsH e KITCHEN A SCALE- O O � °w�LA3J 0 u �� KITCHEN c BATH E SCALE- 1/4"=1' EO' INTERIOR ELEVATIONS B s M KITCHEN B SCALE- I/4"=1'-0" BATH D SCALE- 1/4"=I'-0" NSHONEIRR H I O OPTIONAL AL LOCATION EGRESS Lqmoo m m N W > � C N 0 z n ® yr N n c X a M. BEDROOM r-6 3/4" I B' FLAT _ _ _ _ — _ — GREAT ROOM W o I RCS B' FLAT L O O �Ic 0 r -y N R d� —vTR ii�y 2c5'9 O E v ` O O ") a RI ❑ y W C y N R -0 S C o i< / m m - - tort. PAno o -6• 6 -4" (+21/ -28) rr •e BUXU8 S.G.D. NB (+21/ -2EV s sl+ W.I.C. I " 8' FLAT I /3' B I I _4W. v ➢'-6 1R" 8• ©2 elvLs I - C KITCHEN —L Ut N N BEDROOM 2 —O m I K e' FLAT �K N w I Y ° xN .� � I B TH I CNN w ry I r 2 5 20 - R'°'NGE nl �sa�.J 1_ J io — j_ — Ul Ln N 2 bxb a G M A N N !� ry 5 SH II._0�� N N W N L C dl N Q a L v DINING — BEDROOM S 0' FLAT I r �T t0 s a m < I `! LT Gl �. r Tl ,` 6 3=2- ° 6'- 1R• II, IS'-11/4" - p 0 R/A � C LIVING ( I N g 9a- x•>oo- X _ X -L.am / B' FLAT- J e :§ Nor€ AIR HANDLER TO HAVE MIN. OF 4" CLEARANCE ON -- '!� 12'-4 V4" .ALL 51DE5 AND ENCLOSURE d' SPACE 5HALL BE MIN, 12' I 8 WIDER TPAN 4-F'_J/-4CE \2068 1 �� p•$ GARAGE -----IReS� --- co Ns FOYER zs"6a I V FLAT 6268 BI-FOLD Q vG �Fac FLOOR PLAN 'A' n vb =r o BEDRM #4 0 g 6 FLAT e ALL BTR4.TUR1 WOCO HE4DER5i - =� � ) TO BE DOUBLE 3" x '.^." IO:LE59 - - c 3 Y NoteD orR'y�sE 9 (+ZI/ -23) 12'-0 3/4" - G iG 20'-0 3/4° n FFE ENTRY (z) 255H UNDATOPBr,s�aB�CELL LOCATION. - I l'-D° O.H. CAR. DR. (+19/ -Z_9) _ ,- i 2'_ (+19/ -29) Ib•_p" •_d" 2'-0" - I ml.: aa.,q- N - VI6" o�oovr I (III 9'-✓ AF F. c.N YIAIl I PARTIAL FLOOR PLAN 'B' 8 'G' rB,FLAT v4•=r-o- ,DX6'8 1. IV-0 3/4" 1. rap'-O 3/4" 9(+ 1/ -ZH) NOTE- y ENTRY p designed by: nI ALL FRAME {NALL5 TO BE 3 I, — (2) 25SI4 _ drawn by dmw design UNLESS OTHER)N!5E NOTED. Q BLOCK BOTI. - CHORDS. •IB• O/C (+21/ -28) checked by: aww IE,'-O" X 9'-0" G.H. GAR. DR. e o ----------- - dace: or-zz-or .. .. .. -- --- AREA GALGULATIO (+19/ -23) — �__--- rRAr F1YF�o-.NJ rT+ 2'-D" sheet: 15T FLR LIVING: 112 5F Ril�ISAN€ 6ARA6E: -+ 6 5F LE! 13'-41/16" A2 ENGINEERING COVERED ENTRY: 1 5F 5F TOTAL: 2 SI � FLOOR PLAN5 _ of: P i NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS {ROOF TRU58 ANCHORAGE - NOTE; D USE (U TYPE 'C" (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERUISE (UND.) 2) USE (U TYPE 'A' (OR NTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION. (UNOJ 3) USE EHUW26-N (OR NTERC14A EABLE TIEFOR ALL JOIST HANGER COI-NECTIONS (UNO) 4) USE (3) 16.1 OR (3) .131 .3 1/4" PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER (T.B) 5) GABLE TRUSSES REQUIRE (U TYPE 'A' OR (I) TYPE "C" STRAP AT 48' O/C FROM CENTER OF TRUSS. SEE POST STRAPPNC+ ON Ist AND 2nd 1 PLAN5 • PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR HAND NAIL DESIGNATION5" NAIL VALUES: BASED ON'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE SEC - 'NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE fIbeJ ad tO3- 10d 125• Ibd tag• 40-0-0 ROOF TRUSS LAYOUT S' 4 'C' leg 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 sf BC LIVE: IIVVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf DRAWN BY: KSB. TOTAL:37 psf DUR FAC: 1_25 y OO 10 O 41 I m 0 SCALE: RT.$. W-4(3) "D" STRAP ciss APCCNS (TYP.) HALF COLUMN DETAIL ROOF PITCH \ 512 DETAIL MIEN M MIEN EN mm MENNEN- �nEll- STUCCO DETAIL 5CORED BANDS HALF' COLUMN DETAIL MIC. ENGINEERING •aav A w4 1/8' STUCCO ON LATH - WOOD STUD EXTERIOR WALLS (TYP) ONE ■■■;_ SCALE: 1/4• " 1'-0' RIGHT SIDE ELEVATION SCALE: 118" - P-O' O O OFF RIDGE VENT CEMENT TEXTURED 3 ® ® FINISH (TYPJ � ---------------------- LEFT SIDE ELEVATION SCALE: 1/8' • I'-0" ROOF PITCH R OFF RIDGE VENT COMPOSITE SHINGLES 5� ❑ CEMENT a a TEXTURED w FNISH (TYPJ REAR ELEVATION SCALE: 1/4' - 1'-0' SHINGLES U� Z Z) 00 p -A W (n W j W ~ w LL o WO LL W J E$ a�! GABLES(TYPJ Q �g22 co 0') sa o �p! revisions: 7!77777-- designed by. nl dn—n by, dn— design Decked by: — date: Ot-22-01 sheet A3—C Of: I 1 1 REVISIONS PERMIT # 03-1658 DATE 5/l/03 ADDRESS 114 BRIS' �'' L FOREST TRAI CONTRACTOR CENTER HOMES PH # 407-661-2176 FAX # 407-651-4089 D E S C P R I T I O N OF REVISION: CHANGED TRUSS MANUFACTURER UTILITIES FIRE BLDG d I hi PERMIT DRAWINGS tfr & Customer . Centex Homes Orlando Aleej Attn Mike Enwright Address: 385 Douglas Ave Suite 2000 Altamonte Springs FI, 32714 Subdivision : LAee A-ge-o Lot 3 Plan r Elevation: C- O Options : � p off, Roof Raised Seals Roof Drawings Roof Layouts Floor Raised Seals Floor Drawings Floor Layouts : Date Overnighted : Z COPIES I COPIES 3 COPIES COPIES COPIES COPIES --f- 23 -co OBTAININGWE SUBMIT THE FOLLOWING DRAWINGS FOR YOUR USE IN SINCERELY, Universal Forest Products y 40-0-0 Lo co �I1 -- -- — — — — — a 1 �, J �� C 3 o ,J I C 5 w w w w w w w w w w w w w w H1 H1A H1B H1C H1D WE H1F T1 T1 T1 T1 o T1 o 1 I 0 o o U) T10 0 0 T1 T1 T1 T1 T1 T'1 T1 T1 T1 T1 BH1 --- o i � Q I ao o w T2 r- w W w w W w w W W ----c-E2— GE3 19-4-0 2-0-0 5-4-0 13-4-0 40-0-0 ' P CPC 0 = m o CUSTOMER NAME:rn CENTEX HQMESORr I / LANDD DI V UNIVERSAL THIS DRAWITHE OFFE UNIVERSAL FOREST PRODUCTS Q o �. ER L.IS L.C. ANDISOF BE Q Z Q; m '� PROJECT:, *�•^t,N' USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNIVERSAL / SHOFFNER L.L.C.SHOFFNER, LLC. m 7928 EL EI%A TION B �' C ROOF THIS DRAWING MUST BE USED IN CONJUNCTION BY ALL OTHER TECHNICAL. DRAWINGS SUPPLIED BY SHOFFENER 'BRACING x DATE: 4-16-03T QUALITY PRODUCTS FOR QUALITY BUILDERS INDUSTRIES, INC. AND W000 TRUSSES: COMMENTARY AND RECOMMENDA- TIONS PLATE �aD ' SCALE: N.T.S. REVISION: INSTITUTE FORINDUSTRYSTANDARDS IN ERECTING TRUSSES. (TPI) IS LOCATED AT 583 D'ONOFRIO DR. 0�0�� �� 0 DDOQ _ i REVISION: DATE: BY: SUITE 200 MADISON, WI 53719 (608) 833-5900 5631 S. NC 62 PHONE 800 476-9356 DATE: BY: BURLINGTON, NC 27215 FAX (336) 26-9403 x ,, ���� � ��% f n �� E e , FORM 60OA-2001 .J FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 Lt�1 O/dZ Builder: CENTEX HOMES Address: // SOMERSET OAKS COURT Permitting Office: CITY OF SANFORD City, State: LAKE M0 ROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 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 (ft2) 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. Wail 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: Unc. Ret: Unc. AB: Garage b. N/A New _ 12. Cooling systems Single'family _ a. Central Unit 1 _ 4 _ b. N/A Yes _ 1928 ft2 c. N/A 210.0 fe _ 13. Heating systems 0.0 ft2 _ a_ Electric Heat Pump 0.0 ft2 0.0 ft2 b. N/A Cap: 37.0 kBtu/hr _ SEER: 12.00 Cap: 37.0 kBtu/hr _ HSPF: 8.35 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 W _ EF: 0.86 _ R=11.0, 278.0 ft2 b. N/A _ c. Conservation credits _ (HR-Heat recovery, Solar _ DHP-Dedicated heat pump) R=19.0, 1964.0 W _ 15. HVAC credits PT; _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, _ PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27478 PASS Total base points: 29112 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED DATE: 9 APR 17 2003 hereby certify that this building, as desi ed, is in compliance with the Florida Energ e. OWNER/AGENT: DATE:APR 17 2003 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: �_ t. q r EneirgyGaugeO (Version_ FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: I, , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BSPM = Points Overhang Floor Area . Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32.0 44.66 0.94 1349.1 Single, Clear W 1.0 9.5 32.0 53.47 0.99 1701.0 Single, Clear S 1.0 4.0 10.0 44.66 0.87 387.8 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear E 1.0 8.0 40.0 59.31 0.99 2344.3 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total: 210.0 10331.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1.18 1248.4 Exterior 1058.0 1.90 2010.2 Frame, Wood, Adjacent 11.0 278.0 0.70 194.6 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 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 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 198.0(p) -31.8 -6296.4 Slab -On -Grade Edge Insulation 0.0 198.0(p -31.90 -6316.2 Raised 0.0 0.00 0.0 Base Total: -6296.4 As -Built Total: 198.0 -6316.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGaugeO DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v32 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 1 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGaugeT" DCA Form 600A-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 6QOA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 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 600A-2001 e� WINTER CALCULATI®NS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5134.3 Winter As -Built Points: 8030.6 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 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 • WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564"00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 15635 3221 10256 29112 1 13085 3899 10495 27478 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 •� Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRFSCRIPTIVF MFASIIRFS /mncf ha mat nr avrnarlart by att rac;rlanr COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12_ Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm.DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 37.0 kBtu_ /hr 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A _ 5_ Is this a worst case? yes _ _ 6. Conditioned floor area (R2) 1928 ft2 c_ N/A 7. Glass area & type a. Clear - single pane 210.0 ft2 _ 13. Heating systems b_ Clear - double pane 0.0 ft2 _ a_ Electric Heat Pump Cap: 37.0 kBtu/hr _ c_ Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.35 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8_ Floor types _ _ a_ Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A b. N/A _ _ c_ N/A 14. Hot water systems 9. Wall types _ a_ Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 1058.0 ft2 _ EF: 0.86 b_ Frame, Wood, Adjacent R=11.0, 278.0 ft2 _ b. N/A _ c. N/A _ _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1964.0 ft2 _ 15. HVAC credits PT, b_ N/A _ (CF-Ceding fan, CV -Cross ventilation, c_ N/A HF-Whole house fan, 11_ Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) OI-SHE S74 in this home before final inspection. Otherwise, a new EPL Display Card will be completed ti ,, _ _ 0 based on installed Code compliant features.�� Builder Signature: <� Date: � APR Address of New Home: 114 SOMERSET OAKS CkTity/FLZip: LAKE MONROE/32747\�'.0'0 WS4 *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr"'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 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) IDJ/ Lb/'LIJbJ T17 : T VEL } 11 R " Y 41ff (bb 1401:N NO. 347 P014 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-0"2 Mill Prvctinformatlon �`8 e For CENTEX HOMES Notes: ! s • • Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grfib I Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 32761 Btuh Structure 24036 Btuh Ventilation air 0 elm Ventilation 990 Btuh Ventilation air loss 0 Stuh Design temperature swing 3.0 OF Design heat load 32751 Btuh Use mfg. data n Ratelswing multiplier 0.98 Infiltration Total lens. equip. load 24525 Btuh Method simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 3032 Btuh Area (ft) 1928 1928 Total latent equip. load 5887 Btuh Volume (" 15424 15424 Air changes/hour 0_80 0.40 Total equipment load 30412 Btuh Equiv. AVF (cfm) 206 103 Req. total capacity at 0.70% SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.7 HSPF Efficiency 12.1 EER Heating input Sensible cooling 24780 Btuh Heating output 0 Btuh @ 47°F Latent cooling 10620 Btuh Heating temp rise 0 OF Total cooling 35400 Btuh Actual heating fan 1200 cfm Actual cooling fan 1200 elm Heating air flow factor 0.037 cfnVBtuh Cooling air flow factor 0.050 cfm/Btuh Space thermostat Load sensible heat ratio 81 % D"daGt values nave been manuOAy overridden PfintotA Certified by ACCA to fneet all requirements of Manual J 7th Ed_ Wr'tc�Ilt50�C ftht-SuftReidWM-SS06RSR2%113 2003Mar-2609.11.08 EhF11esFCentsx2002�191�7928tar Page 11 u--x/2b/2u06 iw 21 VLL AIR 4!?(bb14obli NO.347 1;015 RIGHT-J CALCULA-nON PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1928 09.0"2 109 COMMERCE STREET. LAKE MARY. FL 32746-62M Phorm-. (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15424 fN x 0.0167 = 206 cfm 2. Winter infiltration load 1.1 x206 cfm x 32 OF Winter TD = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh 1 248 W Total window = 29.2 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15424 fts x 0.0167 = 103 cfm 2. Summer infiltration load 1.1 x 103 cfm x 18 OF Summer TD = 2036 Btuh 3. Summer infiltration HTM 2036 Btuh / 248 ftz Total window = 8.2 BtuhtW and door area Procedure C - Latent Infiltration Gain 0.68 x43 gNlb moistdiff- x 103 cfm = 3032 Btuh rroceaure u - tqulpment timing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent x 18 OF SummerTD 990 Btuh Sensible load for structure (line 19) + 24036 Btuh Sum of ventilation and structure loads = 25026 Btuh Rating and temperature swing multiplier x Equipment load = 0.98 24525 Btuh sizing -sensible 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Stuh Infiltration load from Procedure C + 3032 Stuh Equipment sizing load - latent = 5887 Btuh `Construction Quality is: a No. of Fireplaces is: 0 Bordb be vWLACS have been OWANAy aver6m n Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1/Vng11�Spft.Riplrt�uheRr T"s.s.06RSFi26013 2003-Mer-260 AIA ACM E-V11eWArrtex 20=19281192am Page 1 03i2Gi2003 10:21 DEL AIR --- 4076614085 NO. D01G RIGHT-J WORKSHEET _ Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1928 09-06-02 109 COMMERCE STREET, LAKE MARY, FL 32746 6206 Phone: (407) 831-2MS J: 7th Ed. 1 Name Of room Entire House FOYAJVIDIN BR4 KIT 2 I4MANUAL Length of exposed waA 198.0 ft 420 It 30.0 It 11.0 it 3 Room dirrmsions 19.0 x 20.0 ft 13.0 x 14.0 ft 19.0 x 11.0 ft Ceings CondlL Option 8.0 ft healfcool d 8.0 ft heaticool SA It heavc0ol 8.0 ftj heat/cool TYPE OF CST HTM Area Load (Sah) Area Load (Bah) Area Load (Stub) Area Load (Stub) EXPOSURE NO. Rig I Cig (tip Htg I Cl9 IM Ht9 I CIg OF) Ht9. C1g (fV) Hill 09 $ Gross a 14B 4,6 2.1 1288 - "" 208 240 "" "" 88 Exposed b 12C 29 1.9 0 - "" 0 '" ' "" 0 ""' "" 0 walls and c 13C 32 12 298 ""'- "" 128 ""' ""' 0 "" ""' 0 partitions d 0.0 0.0 0 "^ "^ 0 0 0 -" e 0.0 0.0 0 "" "" 0 D ""' 0 If 0.0 0.0 0 "" "" 0 "" "" 0 0 8 Windows and a 1C 37.0 ^ 110 6283 - 32 11113 "'" 32 11113 "" 10 370 glass doors b 80 37.0 - 40 1478 - 0 0 "` 0 0 ""' 0 0 Healing c 9C 38,7 ~ 0 0 "" 0 0 "^' 0 0 d 1C 37.0 0 0 "" 0 0 --^ 0 0 •--� o o e 7L 20.8 -- 0 0 --� 0 0 ---- D o �'~ 0 0 f 0.0 '" 0 0 0 0 "" 0 0 "" 0 0 7 Windows and North 20.4 18 - 363 4 - 82 0 - 0 2 `" 43 glass doors NEINW 39.4 04 - 2522 0 - 0 32 - 1201 0 "" 0 Cooling EIW 0.0 0 '-" 0 0 ""' 0 0- 0 0 "" 0 SFJSW 47.4 128 - 8077 28 "" 1326 0 0 B ""' 374 Soutar 0.0 0- 0 0 "" 0 0 """ 0 0 ""' 0 Hoe 0.0 0- 0 0 "" 0 0 "*"" 0 0 0 8 Other doors a 10D 14.7 9.9 20 294 199 20 294 199 0 0 0 0 0 0 b 1013 14.7 9.9 18 205 179 0 0 0 0 0 0 0 o 0 C 0.0 0.0 0 0 0 D 0 0 0 0 0 0 0 0 9 Net a 14B 4.0 2.1 1058 4875 2179 1% 719 321 208 958 428 78 359 161 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 waM and c 13C 3.2 1.2 278 876 $25 128 403 150 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 19M =1 4372 428 726 953 182 309 405 209 354 465 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 e o.o 0.0 o 0 o D o o D o 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 o D o 11 Floors a 22A 25.9 0.0 198 5132 0 42 1089 0 30 778 0 11 285 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 D 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is C%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 doors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 InfUtration a 29.2 .8.2 248 7239 20WI 52 15181 427 32 934 263 10 2921 82 13 Subtotal - 29774 """" "" 5932 - "*" 4162 - '1661 Less ebemal heating - 0 "" "" 0 "" "" 0 ""' 0 Less transfer - 0 ... 0 .... ,".. 0 ... .... 0 .... Heating redistdbv6on - 0 _..• •.•• 0 •• •• •.•. 0 ••» •••• 0 ••.• 14 Duct loss 106A 477 - 10 ° 593 """" 1 06A 416 "" 106A 1$6 1$ Total loss= 13+14 - $2751 - - 6525 "" - 4578 ""' - 1827 16 1nL gains_ People Q 300 6 - ism 1 '-"' 300 0 ""' D 0 "" 0 A� 1200 2 "" 1800 0 "" o 0 """" 0 1 ""' 1200 17 SubtotRSHgairh-7 8..•-1i2•16 - - 218$o 3757 _ 2 O _ 232SS Less external 000lum - .,.. - - - Less tm nsfer - - 0 "" "" 0 »» •»• 0 "..• » - 0 Cpp►Irg redigtrrbution '"" '"""' D "" """ 0 "" "" 0 0 18 Duct gain 10 ° - 2185 10 '-" 376 10 J, '"*" 236 10 - 233 19 Total RSH gain=(17+18)-PLF 1.00 "" 24036 1.00 "" 4133 1.00 "' 2593 1.00 I - 2558 20 Air requir6tl (Utn) 12001 1200 ""' 239 205 """' 168 129 67 128 Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ t w"4C3 i7Tsott Rrght-Suft Res - 5S.06 RSft26013 2003MIaN28 09-.11.08 .Q� �W11.1Cd.200AISMIMJW Page 1 03i26i2003 10:21 DEL AIR 4 4076614089 NO.347 P017 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONINGA 109 COMMERCE STREET. LAKE MARY. FL 32746$2D8 Panne- (407) 831-2665 Job:1928 09-" J-. 7th Ed- 1 Name of room GREAT RM WIC MBR STHt JMANUAL 2 Length of exposW waB 34.0 R 0-0 ft35.0 ft 0.0 ft 3 .Roomdunensions 19.0 X 16.0 ft 8-0 X 9.0 ft 1&0 X 14.0 R 6.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft hgWCool 8.0 fti heatfcool 8.0 ft heaNcool 8,0 ft heattcool TYPE OF C40. HTM Area Load (Bbrh) Area Load (Btuh) Area Load (B") Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Ho Ctg (ri°) Htg clg (Its ft clg (InHfe clg 5 Gross a 1413 4.6 Z7 272 0 '�" "" 280 Exposed b 12C 2.9 1.9 0 "" """' 0 "" a 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 0.0 0 """ ^�' D ~'" "" " 0 '""" 0 f 0.0 0.0 0 '""" "" a """* "" 0 "" *"" 0 (11 VVIndows and a 1C 37.0 - 32 1183 - 0 0 "" 32 1183 "" 0 0 glass doors b BG 37.0 "" 40 14711 - 0 0 "" 0 0 "'� 0 0 Heating c 9C 38.7 " 0 0 "'" 0 0 "" 0 0'" 0 1) d 1C 37.0 o o ^-" 0 0 ~~ D D 0 a M-- e 7L 20.8 '- 0 0 0 0 '""' 0 - 0 0 0 f0.0 0 1) ---- 0 0 """" 0 0 ---- 0 0 -�-- 7 VYnclows and North 20A 8 '""" 156 0 "" 0 4 "" 82 "" 0 glass doors NEINW 39A 0- 0 0 ""' 0 0 "" 0 0 "" 0 Cooling E/W 0.0 0 - 0 0 "' 0 0"" 0 0 "" 0 SE/SW 47.4 64 - 3051 0 "" 0 28 '""' 1326 0 "'" 0 South 0.0 0- 0 0 "" 0 0 "' 0 0 ""' 0 Horz 0.0 0- 0 0 "'" 0 0 0 0 "' 0 8 Other dogs a 10D 14.7 9.0 0 0 0 0 0 0 0 D 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 a D 0 0 0 0 o.o o.o 0 0 0 0 o D o 0 o D o 0 9 Net a 14S 4.6 2.1 200 922 412 0 D 0 248 1143 511 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 a walls and c 13C 3.2 1.2 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 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 D 10 Ceilings a 18D 1.7 2.2 3D4 516 677 72 122 160 210 356 467 66 112 147 b 0.a 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 a 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 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 parameter c 0 * a 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is Sao. 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 1121 Infiltration a 29.2 8,2 72 2102 691 0 0 0 $2 934. 2631 01 01 0 13 Subtotal loss=6+8.+11+12 ""' 7081 - """ 122 "" "" 4523 - "" 112 Leas ffimarrw heating "" 0 ""'" ""^ 0 ""' """ 0 "'� '�" 0 " Less bartsfer "'" 0 """ 0 "" "" 0 "" "" 0 Heating redistrfbodon •••• 0 •""" ••» 0 •..• •""• 0 •« • •••• 0 .•.• 14 Duct loss 10 708 ""' ION 12 '""' ION 452 "" 1104A 11 15 Total loss =13.14 ""' 7739 "" - 134 "'" - 4975 "" "" 123 16 Int- gains People 300 4 - 12DO 0 - 0 1 - 300 0 """' 0 Appl. Q 1200 0- 0 0 "" 0 a "" 0 0 "" 0 17 Subtot RSH gain=7.8_.+12+16 '""" 6086 - 160 - "" 2949 147 Less external 000fing '""' "' 0 0 "" '"'" 0 0 Less transfer '""" -^- 0 •••• •••• 0 ..•• •••• 0 ..._ .M 0 Cooling redrsbibufion .... •-.- 0 .... ..-- 0 «» ... 0 ..» ... 0 18 Duct gain ION- 609 10 - 16 toy "" 295 100A"" 15 19 Total RSH galrr(17•18)-PLF 1.0o - 6695 1A0 "" 176 1.00 - 32" 1.00 "" 182 20 Air required (Ctir) 285 1 W4 1 '"" 5 9 "" 102 162 '""" 5 e Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wragti>rsoft R>9hb5uneRestderrcatn'5.5.06RSR2001s 2o03Msr-2609t1:08 /r-Z*- EiFilea%'entex200211928t1928rx Paget er�LbiC�J 110:L"1 UtL H1K ��41?(bb140t3J NO.347 P016 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 3274642W Phone. (407) 831-2665 Job.1929 09-06-02 MANUAL J: 77h Ed. 1 Name of room BR2 BTH2 BR3 LNDRY 2 Length of exposed wall 13.0 ft 0.0 ft 25.0 ft TD ft . 3 Room dimensions 15.0 X 13.0 ft 6.0 X 8.0 ft 15.0 X 12.0 ft 7.0 z 10.0 ft 4 Ceiings Condit Option 8.0 It heatfmot &0 ft h"1/0001 8.0 ftj heat/cool 8.0 R heWwol TYPE OF I CNO HTM Area Load (8Wh) Area Load (Stun) Area Load (Btuh) Area t.0ad (BtA) EXPOSURE Hig I Clg On Htg Ctg M Htg I CIg M M9 I cig (n Hw 1 C39 5 Gross a 140 4.8 2.1 104 - "" 0 "" "" 96 b 12C 2.9 1.9 0 - "" 0 '""" "" 0 wallsand c 13C 3.2 1.2 0 - "" 0 '^' "" 112 parti5ons d 0.0 0.1) 0 - "" 0 ' ' "" 0 "' 0 .... P 0.0 0.0 0 - 0 "" "" D "" "" 0 6 Windows and a 1C 37.0 " 16 591 "" 0 0 "" 16 591 " " 0 0 Ohm doors b 8C 37.0 " 0 0 ^" 0 0 "~ 0 0 "" 0 o Heating c 9C 38.7 " 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 f 0.0 0 0 "" 0 0 "" 0 0 "" 0 0 •"' 7 Windows end North 20.4 0 - 0 0 "" 0 0 "" 0 0 "" 0 doors NEMW 39.4 16 - 630 0 ""' 0 16 "" $30 0 "'" o .glass Cooling EAN 0.0 0- 0 0 D 0"" 0 0 "'" 0 SE/SW 47.4 0- 0 0 "" 0 0 "" 0 0 "" 0 South 0.0 0- 0 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0- 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 10D 14.7 9.9 0 0 0 D 0 0 0 0 0 0 0 0 bl 10D 14.7 1 9.9 0 0 0 0 0 0 0 0 0 18 265 179 G 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 0 0 0 8o 369 165 0 0 exposed b 12C 2-9 1.9 0 0 0 0 0 0 0 0 0 0 0 nd walls a C 13C 3-2 1-2 0 0 0 0 0 0 112 353 131 120 44 partitions d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 011 0 0 10 Ceilings a 16D 1.7 22 195 331 434 48 81 107 180 306 401 70 119 156 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 D 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 0 0 0 26 674 0 7 181 0 (Note. morn 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 di* 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 fl--) If 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infillra5w a 1 292 82 lei 467 131 0 0 0 16 467 131 18 625 148 13 Subtotal loss=6+8. +11+12 2132 - "" 81 " " "" 2759 - "" 1210 - Less eternal treating "" 0 ""' "" 0 "" "" 0 """ "" 0 Less transfer ^" 0 "" 0 ""' "" 0 "" "" 0 Heating redis#b Aon - o "" "" 0 ..". ..•• 0 ••, , •.» 0 •,•• 14 Duct loss 10 6A 213 - 10 8 "" 101, 276 '1'10 121 15 Totai loss =13+14 - 2345 - - 90 "" ""' 3035 '^' - 1331 16 brit gains: People 0_ 300 0- 0 0 """ 0 0 "" 0 0- 0 APO. ® 1200 0 """ 0 0 "' 0 0 """ 0 1 "" 600 17 SUbWt RSH gain=7+8-+12+16 '"" "" 1377 - "" 107 "" 1458 '""" ""' 1127 Less ext mud cooring •••- •••• 0 •.•• •••• 0 _••• •••• 0 «» ---- 0 Less transfer --'- »» 0 ».. .... 0 .... .... 0 .». .... 0 Cooling redWbution •••• •••• 0 •»• ,• , 0 •••• 0 •••• •• 0 18 Duct garn 10 ° "" 138 10 '�" 11 10 "" 146 10 113 19 TOISI RSH gain=(17+18)'PLF 1.00 "" 1515 1.00 "" i 18 1.00 1240 ZO Air required (cm) 86 78 """ 3 6 '"" t11 80 ""' 49 ez _ Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnyhtso�t RiyM-SwteReslder�i*"5.506RSR2a013 200SMar200911A8 A=�, E:1F0es1Cen4ex 20021192811928jv Page 3 b v obi S 10: 21 VEL H 1 R 4 4076614089 NO.347 P019 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:1928 09-06-02 109 COMMERCE STREET, LAKE MARY. FL 3274"206 Phones (407) 631-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/L.IVIDIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4-0 13114 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 5.0 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 39.4 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 W1'IC)htsoft p4hMftReside0 W-,15.06RSR26M3 2003MBr-260"lM l� E�20021152811=-W P 1 VV. DON; .L D OSTEEN President. P. ALLEN OSTEEN Executive Vice President CHARLIE MARTINEZ Vice President Truss Division MELBOURNE TRUSS PLANT PROJECT NAME AND ADDRESS:Arl LOT: AA COUNTY: TRUSS COMPANY: East Coast Lumber & Supply Co. TRUSS ENGINEERING PROGRAM: Robbins Engineering, Inc. CONTRACTOR / BUILDER:�x�%��%j MODEL: OCCUPANCY: ZSFR _MULTI -FAMILY _COMMERICAL INDUSTRAL STATEMENT: I certify that the engineering for the truss listed on the attached index sheet have been design. and checked for compliance with the Standard Building Code 1997. The truss system has been designed to provide adequate resistance to wind loads and forces as required by one of the following provisions:. Design criteria: ASCE 7-98 //O MPH Top chord live load: -:00P.S.F. Enclosed, Exposure `B" Top chord dead load: 7 P.S.F. Bottom chord'live load: _,0 P.S.F Bottom chord dead load: P.S.F. Engineer: John C. Weber Total: ,�P.S.F Address: 5285 St.Lucie Blvd. Duration Factor: _L. --5 Fort Pierce, Fl 34946 Mean Height: Attached is an index sheet submitted in accordance with the Department of Professional Engineering; Tallahassee, Fl. Engineering sheets are photocopies of the original design and approved by me. As witness by my seal, I hereby certified that the above information is true and correct to the best of my knowledge and hPr,Pf,_, NAME: John C. Weber P.E. CERTIFICATION #: 17455 DATE: MAR 2 7 2003 WE'RE HERE TO HELP YOU BUILD A BETTER WAl'.TM 2255 Avocado Avenue • Melbourne, FL 32935 • (321) 254-1591 a Fax (321) 254-1552 www.eastcoastlumber.corn . e-mail: rnelbtruss®eastcoastlumber.com ri Executive �Nf. b.CMALD CSTEEN President P. ALLEN OSTEEN Vice, President CHARUE MARTINEZ Vice President Truss Division MELBOURNE TRUSS PLANT No. Truss ED No. Na, TMSS ED No. -I Truss DD 61. 91. 2.. T-32 . .... �2 92. 33. 63. 93. 4. 1116 34. I 64. 94. 5. 35. 65. 95. 6. C7 36. 66. 96. 7 37. 67. RT 8. 38. - 98, 9. -08. 69. 99. 10. 40. 70. IOU. 11. 41. 71. 101. 12. 4f__6 42. 72. 102. 13. E ,T 7 43. 73. 103, 14. NT 44. 74. 104. 15. (11 45. 75. 1057 16; 76. 106. 17. 47. 7.7. 107. 18. 48. 78. 108. 19. 49. 79. 109, 20.1 50.. 80. Iff 21. 51. 81. Ill., 22. 52. 82. 112. 23. 53. 83. 113. 24. 54. 84. 114. 25. 55. 85. 115, .26. 56. 86. 116. 27. 57. 87. 117, 29, 58. 88. 118., 59. 3059' . 60. 90. 120. John C.Weber P.E. Certification #: 17455 D=: MAR - 2 7'2003 WE'RE HERE To HELP YCFU..E3U1LD A BETTER WAY.1m 2255 Avocado Avenue , Klielbourne, FL 22535 - (321) 254-1591 - FaX (3321) 254-15B2 www.eastcoastlumber.corn - e-mail: melbtruss@eastcoastlumber.com tV. DONALD OSTEErt CHARLIE MARTINEZ President. �`t t _�.- Vice President Truss Division P. ALLEN OSTEEN ,Y_ �`• , ° "_ EXecutive Vice President ,,r - f t� `r � c` �`1 �" : MELBOURNE TRUSS PLANT March.5, 2002 East Coast Lumber & Supply, Inc. 5285 St. Lucie Blvd Ft: Pierce, FL 34946 Re: Existing East Coast Lumber & Supply, Inc. Truss Designs and the Florida Building Code = Section 1.606. Existing East Coast Lumber &_Supply, Inc. truss designs that meet the wind loading requirements 'of the Standard Building Code for: ■ 100 mph fastest -mile wind speed, minimum. Residential construction ■ Enclosed building do meet the wind loading requirements of the Florida Building Code.as follows: o Up to 120 ASCE 7.98 for enclosed buildings • Residential construction Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely, 03-05-02 John C. Weber, P.E. P.e+fifeeat+e+i #17455 WE'RE I-IERE TO HELP YQU BUILD A BETTER WAY.TM' 2255 Avocado Avenue d Kfielbourne, FL 32g35 (321) 254-15$1 Fax (821) 254-15E2 www.eastcoastlurnber:com m e-mail: melbtruss@eastcoastiumber.com TN Job Marx Quan Type Span Pl-Hl Left. OH Right OH Engineering 1928T TI 17 sP 400000 5 1- 0- 0 1- 0- 0 CEI,JTEX 1928 B-C HO 4-1 o HO 4-1 0 O 0 0 O 0 TC 20-0-0 20 0 0 5x6 B 3x4 5 �- H 3x4 = 3x6 3x6 8-8-1 2x4 S1 S2 2x4 G J 3x6 A 3x6 c F S3 S4,. D W:B00 3x4 3x6 4x6 3x6 3x4 R:1541 Ji:7 ; a W:800 f'i`•. V:. 470 _ R:1541 "��_... - - V: 468 BC 40-0-0 - ALL PLATES ARE LOCK20 Scale: 0.162" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .52 2X 4 SP42 1720 BTM .83 ' 2X 4 SP42 1720 WBS .40 2X 4 SP43 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC '.0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - H-E E-I TRUSS SPACING - 24.0 IN. STANDARD LOADING 11,7bMER STRESS INCREASE:25.0% t��PLATE STRESS INCRE:ISE: 25.0% LOADING LIVE DEAD (PSF) ,TOP CHD '20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 8- 0 C 1541 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBR CSI P(LBS) MIST M@2ND TOP CHORDS A-G .52 2984 C 2739 -1749 G-S1 .34 2758 C 1749 869 S1-H .42 2691 C -869 -2324 " H-B .39 1897 C 2324 -1643 B-I .39 1897 C 1643 -2324 I-S2 .42 2691 C 2324 867 S2-J .34 2758 C -867 -1749 J-C .52 2984 C 1749 -2739 BOTTOM CHORDS F .83 2750 T 2136 -1520 ='S3 .65 2270 T. 1520 9 S3-E .72 2270 T -9 -1981 E-S4 .72 2270 T 1981 9 S4-D .65 2270 T -9 -1520 Robbins Engineering, Inc./Online P1us- MEMBR CSI P(LBS) M@1ST M@2ND D-C .83 2750 T 1520 -2136 WEBS G-F = 335 C F-H = 475 T H-E = 696 C E-B = 1122 T E-I = 696 C I-D = 475 T D-J = 335 C DL+LL DEFL = .471' IN E-S4 LL DEFL = .21" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 .{ EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 173 LBS. 5. FASTEN TRUSS TO BRG A FOR 470 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG C FOR 468 LBS OF UPLIFT, - WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER 6 SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY.SHEET" BEFORE HANDLING , INSTALLING __. BRACING TRUSSES. "3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. n 4. DESIGNER: TJR Robbins Engineering, InWOnline Plus- 01996-2002 Version 13.0.009 Engineering -Portrait 3/14103 3:54:00 PM Pagel I TIBHI Mark Quan Type Span PI -Hi Left OH Right OH Engineering 1JobJob 1 SP 400000 5 1- 0- 0 1- 0- o CENTEX 1928 B-C HO 4-1 0 80 4-1 0 0 0 0 0 C TC 4-0-0 32-0-0 1 4-0-0 #5x6 SI R & c6 BE JJ T GG 3x4 II 3x4 8-3-8 &2x4 CC x6 fig: PP &2x4 4x8 Z 3x8 2x4 ,3x6 3x4 MM 4x8 B BB AA Y M S TT ;;N: .FF -�; ...HH O LL NN - C 3x6 A 3x6 D K J RR SS B QQ F 00 E 2x4 3x4 S23x4 3x6 4x10 3x4 fl 3x4S3 3x4 73x6 2x4 W:800 W:800 W:800 W:800 R:1066 U: 304 0- 2 �<i 15-11-14 R:1929 R: 914 •1@420- 0 R: 643 4- 0-UO 791 BC _ Q v ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR See Joint R For Typical Gable Plate Size and Placement Scale: 0.162" = V Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 MOOR CSI P(LBS) M@1ST M92ND RUN DATE: 3-14-03 M-TT .53 330 T 1640 -2710 REFER TO ROBBINS ENG.,GENERAL TT-S1 .53 330 T 2710 -2248 NOTES AND SYMBOLS SHEET FOR CS1 SIZE LUMBER FB SI-N .54 330 T 2248 -2757 ADDITIONAL SPECIFICATIONS. TOP .80 2X 4 SP-#2 1500 N-0 .80 1735 T 2757 -2199 BTM .64 2X 4 SP-#2 1500 O-P .54 828 T,.::2199..-2147 WES .89 2X 4 SP-#3 850 P-C .42 544 C 2147 -346 ,4119TES: ,,1,. TRUSSES MANUFACTURED BY - C-D .25 1062 C 1337:: -74i"° East Coast Lumber ! LATERAL BRACING: BOTTOM CHORDS >:r 2. EMPIRICAL ANALOG IS USED. § STOP CHORD - CONTINUOUS A-K 56 1814 T 1¢8� -176 �,: 3. WIND ;LOADS - ANSI/ASCE 7-98 BTM CHORD - CONTINUOUS R-J 52 1814 T 176 402 -- TRUSS IS DESIGNED AS A 'ONE BRACE . - M-SS GABLE STUDS ARE CONSIDERED J-S2 .57 2730 T 4b2'?'241' MAIN WIND -FORCE RES SYSTEM S2-RR .55 2730 T 241"__149 FOR EXTERIOR ZONE LOCATION NON-STRUCTURAL. ALL BRACING RR -SS .64 2246 T 149'-1269 WIND SPEED - 110 MPH FOR HORIZONTAL WIND LOADS ARE -SS-H .28 1735 C 1269 -1379. MEAN ROOF HEIGHT - 15' THE RESPONSIBILITY OF THE H-QQ .25 828 C 1379 -782 EXPOSURE CATEGORY - B BUILDING DESIGNER. QQ-S3 .24 544 T 782 -330 OCCUPANCY FACTOR - 1.00 TRUSS SPACING - 24.0 IN. S3-F .24 544 T 330 -817 ENCLOSED BUILDING. F-E .34 985 T 817 -70 TC DEAD LOAD = 5.0 PSF UNIFORM LOADING E-D .35 985 T 70 -940 BC DEAD LOAD = 5.0 PSF LUMBER STRESS INCREASE: 25.0% WEBS 4. SHIM EACH BEARING WALL AS PLATE STRESS INCREASE: 25.0% K-B = 234 T B-J = 951 T REQUIRED TO INSURE FULL UNI. LDG. LIVE DEAD (PSF) J-L = 135 T L-RR = 537 C BEARING CONTACT WITH TOP CHD 20.0 7.0 RR-M = 355 T M-SS = 2680 C TRUSS. BTM CHD .0 10.0 SS -TT= 337 C` SS-N = 1850 T 5. PROVIDE DRAINAGE TO TOTAL 20.0 17.0 37.0 H-N = 1538 C H-O - 944 C PREVENT WATER PONDING. QQ-O = 143 T QQ-P - 1522 C 6. FASTEN TRUSS TO BRG A GIRDER LOADING F-P = 271 T F-C = 458 C FOR 304 LES OF UPLIFT, LUMBER STRESS INCREASE: 25.0% E-C = 231 T WHILE PERMITTING NO UPWARD PLATE STRESS INCREASE: 25.0% MOVEMENT OF WALL OR BRG. GRD. LDG.. LIVE DEAD (PLF) DL+LL DEFL = .30" IN B-L 7. FASTEN TRUSS TO BRG H TOP CHD 40.0 14.0 LL DEFL = .15" < BRG-SPAN/240 FOR 527 LES OF UPLIFT, BTM CHD .0 20.0 SPAN/DEFL (DL+LL) = 999 WHILE PERMITTING NO UPWARD TOTAL 40.0 34.0 74.0 MOVE ENT.OF.WALL.OR BRG. EXCEPTIONS: 8. FASTEN TRUSS TO BRG QQ B-.0 60.0 21.0 FOR 242 LES OF UPLIFT, K-E .0 30.0 i y .-WHILE PERMITTING NO UPWARD CONCENTRATED LOADS (LBS) a? 46, MOVEMENT OF. WALL OR BRG. K 80 (LIVE) `'1. --75� '9. FASTEN TRUSS TO BRG D K 68 (DEAD) FOR 191 LES OF UPLIFT, I E'_; BO (LIVE) t - id-17+r x. _ WHILE' PERMITTING NO UPWARD 4" 68 (DEAD) MOVEMENT,OF WALL OR BRG. SUPPORT CRITERIA 4di?, :=1w; 10. GIRDER CONDITION: JT REACT WIDTH JT REACT WIDTH q_y:,:;wt STEP DOWN HIP GIRDER WITH LES IN-SX LES IN-SX 9n KING -JACKS. A 1066 8- 0 H 1929 8- 0 OPEN FACE COMMON JACKS. QQ 914 8- 0 D 643 8- 0 GIRDER SETBACK 4.00 £t. LEFT RIGHT FABRICATOR NOTES: HEEL OIN'- 4SX OIN - 4SX 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 MEMBR CSI P(LBS) M@1ST M@2ND 5285 ST. LUCIE BLVD. TOP CHORDS FORT PIERCE FL. 34946 A-B .37 1988 C 1890 400 2. !!!CAUTION!!! READ "HIB-91 B-L .51 2730 C 1853 -1263 SUMMARY SHEET" BEFORE L-M .34 2247 C 1263 -1640 HANDLING , INSTALLING & BRACING TRUSSES. Robbins Engineering, Inc./ONine PIusTM 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:03 PM Page 1 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. Job Mark Quan Type Span Pl-Hl ' Left OH Right OH Engineering 1928 HT IF 1 SP 400000 5 1- 0- 0 1- 0- 0 CENTEX.1928 B-C HO 4-1 c HO 4-1 o o TC I'' -I 19-0-0 12 0=01 19 0 0 1 s; 4*9 4x6} r<a, '5 r- 3x4 J 3x4 K 3x6 2x4 S1 3x6 S2.2x4 1 3x6 L . 3x6 A D H 3x4 S3 3x6 G F S4 E W:800 3x4 4x6 3x6 3x4 W:800 R:1541• R:1541 U: 480 - U: 480 BC 40-0-0 ALL PLATES ARE LOCK20 Scale: 0.162" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER .1.15FB TOP .54 2X 4 SP-#2 1720 BTM .83 2X 4 SP42 1720 WBS .35 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - J-G F-K TRUSS SPACING 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX 1541 8- 0 D 1541 8- 0 LEFT RIGHT HEEL OIN 4SX OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A -I .54 3002 C 2838 -1349 I-S1 .34 2800 C 1349 386 S1-J .43 2737 C -386 -2330 J-B .40 1978 C 2330 -709 B-C .21 1820 C 1073 -1145 C-K .39 1979 C 791 -2307 K-S2 .42 2736 C 2307, 383 S2-L .34 2800 C -383 -1357 L-D .54 3002 C 1357 -2828 BOTTOM CHORDS A-H .83 2764 T 2083 -1401 H-S3 .64 2324 T 1401 454 p S3-G .62 2324 T -454 -1285 G-F .55 1817 T 1285 -1391 Robbins Engineering, Inc•./On'lne Plus ' MEMBR CSI P(LBS)_,Mff2ST;Id@2ND. REFER TO'ROBBINS ENG. GENERAL F-S4 .64 2324rr 1391 :4:50' NOTES AND SYMBOLS SHEET FOR S4-E .64 2324 T ..$0.-1373 -;.ADDITIONAL SPECIFICATIONS. E-D .83 2763 TrMr--1$73� -2093 WEBS .q ;. ' NOTES: I-H = 303 C H-J = 443 T 1. TRUSSES MANUFACTURED BY - J-G = 676 C G-B = 554 T" East Coast Lumber B-F = 124 C F-C = 555 T 2. EMPIRICAL ANALOG IS USED. F-K = 674 C K-E = 442 T 3. WIND LOADS - ANSI/ASCE 7-98 E-L = 304 C TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM DL+LL DEFL = .48" IN S3-G FOR EXTERIOR ZONE LOCATION. LL DEFL = .21" < BRG-SPAN/240 WIND SPEED - 110 MPH SPAN/DEFL (DL+LL) = 996 MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD:= 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 165 LBS. 5. PROVIDE DRAINAGE TO PREVENT WATER'PONDING. - . ..-.e,6. FASTEN TRUSS TO BRG A FOR 480 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG D FOR 486 LES OF UPLIFT, "s WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./OnUne Plus- a 1996-2002 Version 13.0.009 Engineering - Portrelt 3/14/03.3:54.05 PM Page:1 ri Job rlarx Quan Type 'Span • .a,."P1-::1 Left OH Right OH Engineering 1928 j HIE 1 SP 400000 o- 0 1- o- o PENTEX 1928 B-C HO 4-1 o HO 4-1 0 0 0 0 0 0 Tc I. I 17-0-0 17 0 0_ h I 4x8 4x6 B C 7-5-1 3x4 3x6 J K 3 �- S1 5 S2 2x4 I Ix6 2x4 23,c4 L 3x6 A 3x6 D _ H 3x4 S3 G R4. E 3x6 W:800 3x1t 3x6 . 3x4 ', a R:1541 _ N3L[ W:800 U: 501 R:1541 - '."-- U: 501 Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .56 2X 4 SP #2 1720 BTM .83 2X 4 SP-#2 1720 WBS .59 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0%. LATERAL BRACING: TOP CHORD - CONTINUOUS 7 BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE- 25.0% PLATE STRESS INCREASE: 25.0% I,LOADING LIVE DEAD (PSF) :TOP.CHD 20.0 7.0 CHD .0 10.0 TOTAL 20.0 1.7.0 37.0 ST3PPORT CRITERIA -JT.REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 8- 0 D 1541 8- 0 ALL PLATES "APr LOC :20 Scale: 0.162 = 1' Robbins Engineering, Inc./Online Plus' MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS ENG. GENERAL E-D .83 2787 T 881 -2100 NOTES AND SYMBOYfS SHEET FOR WEBS ADDITIONAL SPE,:IFICATIONS. I-H = 253 C H-J = 372 T J-G = 579 C G-B = 528 T NOTES: B-F = 115 T F-C = 527 T 1. TRUSSF'S MANUFACTURED BY - F-K = 578 C K-E = 371 T East Coast Lumber E-L = 253 C 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 DL+LL DEFL = .441' IN S3-G TRUSS IS DESIGNED AS A LL DEFL = .21" < BRG-SPAN/240 MAIN WIND -FORCE RES SYSTEM SPAN/DEFL (DL+LL) = 999 FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B -OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. ..". ': TC DEAD LOAD = 5.0 PSF BC''DEAD LOAD = 5.0 PSF 4. ANCHOR. TRUSS FOR A TOTAL f' HORIZONTAL LOAD OF 149 LBS. 5. PROVIDE DRAINAGE TO PREVENT WATER BONDING. 6. FASTEN TRUSS 70 BRG A FOR 501 LEIS U:-'"` IIPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF :PALL OR BRG LEFT RIGHT 7. FASTEN TRU...iS' TO BRG D HEEL OIN - 4SX OIN - 4SX FOR 501 TYS OF IIPLIFT, MEMBR CSI P (LBS) MIST M@2ND WHILE P%'i<MITTING NO UPWARD MOVEMFWT OF WALL OR BRG. TOP CHORDS A -I .56 3032 C 2903 -781 FABRICATOR NOTES: I-S1 .34 2835 C 781 767 1. EAST COAST LUMBER & SUPPLY S1-J .34 2779 C -167 -1734 J.C. WEBER P.E.#17455 J-B .31 2160 C 1734 -1085 5285 ST. LUCIE BLVD. B-C .30 1991 C 1355 -1382 FORT PIERCE FL. 34946 } C-K .31 2160 C 1114 -1725 2. !!!CAUTION!!! READ "HIB-91 K-S2 .34 2778 C 1725 772 SUMMARY .SHEET" BEFORE S2-L .34 2835 C -772 -784 HANDLING , INSTALLING & L-D .55 3032 C 784 -2900 BRACING TRUSSES. BOTTOM CHORDS SEE ATTACHED DETAIL SHEET A-H .83 2787 T 2097 -892 FOR:.1-JACK NAILS. A-S3 .59 2422 T 692 958 - 2-BRACE. 3-BEARING BLOCK. S3-G .61 2422 T -958 -1035 4. DESIGNER: TJR F .53 1990 T 1035 -1073 " F-S4 .61 2422 T 1073 949 34-E .59 2422 T -949 -881 Robbins Engineering, Inc./Online Plus' `:` 1996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:07 Pa: Job Marx Quan Type Span D1-HI Left OH Right OH Engineering 1928 HID 1 Sp 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C HO 4-1 0 0 HO 4-1 O 0 TC 10 0 0 15 0 0 0 4x6 3x4 4x6 B IC C 5 �` 34 3x6 3x4 L 3x6 6-7-1 2x4 S1 1 S2 2x4 M ` 3x6 3x6 A D H 53 3x4 3x6 F S4 E f� W:800 x 4x8 4x8 3x6 3x4 R:1541 W:800 U: 520 R:1541 U: 520 8 40-0-0 ALL PLATES ARE LOCR20 - Scale: 0.162" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .56 2X 4 SP-#2 1720 BTM .84 2X 4 SP42 1720 WBS .39 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: STOP CHORD - CONTINUOUS i ATM CHORD - CONTINUOUS ONE BRACE - G-K K-F TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVEDEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 8- 0 D 1541 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN 4SX b MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A -I .56 3049 C 2879 -240 I-S1 .35 2897 C 240 1069 S1-J .31 2847 C -1069 -1386 4r,B .26 2349 C 1386 -701 BgK .24 2164 C 1003 -1290 g.K-C .24 2164 C.. 1290 -1003 C-L .26 .2349 C 701 -1386 L-S2 .31 2847 C 1386 1069 `'S2-M .35 2897 C -1069 -.240 M-D .56 3049 C 240 -2880 BOTTOM CHORDS A-H .84 2798 T 2156 -186 H-S3 .57 2523 T 186 410 S3-G .73 2523 T -410 -1744 G-F .68 2273 T 1744 -1744 Robbins Engineering, Inc./Online Pluses' MEMBR CSI P(LBS) M@1ST M@2ND F-S4 .73 2523 T 1744 410 S4-E .57 2523 T -410 -186 E-D .84 2798 T 186 -2156 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. WEBS NOTES: I-H = 197 C H-J = 274 T 1. TRUSSES MANUFACTURED BY - J-G = 483 C G-B = 650 T East Coast Lumber G-K = 210 T, K-F" _ .210 T 2.-.EMPIRICAL ANALOG IS USED. F-C = 650 T xF L _ ;.•483 C 3: WIND LOADS - ANSI/ASCE 7-98 L-E = 274 T E-M .,= 197 G TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM DL+LL DEFL = 53" IN G F ,. "' FOR EXTERIOR ZONE LOCATION LL DEFL = .21" < BRG-SPAN/240 WIND SPEED - 110 MPH SPAN/DEFL (DL+LL) _=-:' 99 ' MEAN ROOF HEIGHT - 15' - EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 132 LBS. 5. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 6. FASTEN TRUSS TO BRG A FOR 520 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG D FOR 520 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES:. J. EAST COAST LUMBER & SUPPLY J.C.-WEBER P..E.#17455 5285.ST. LUCIE BLVD. 71 FORT PIERCE FL. 34946 2 • ! ! ! CAUTION! ! ! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR „ Robbins Engineering, Inc./Online Plusw 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:09 PM Page 1 Job Marx Quan Type Span Pl-Hl Left OH Right OH Engineering 1928 IIIC 1 SP 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C HO 4-1 o HO 4-1 o o O TC 13-0-0 i 14 0-0 I 13 0 0 p t i. 4x8 4x8 B K`'✓ c T 5 3�- x4 3x4 J L 5-9-1 3x6 A 3x6 D I 2x4 S1 H 3x63x4 G F S2 E {j W:800 4x8 3x43x6 2x4 R:1541 W:800 U: 536 R:1541 U: 536 BCj 40_ - 40 v 0 ALL PLATES ARE LOCK20 Scale: 0.162" = T Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB .SOP .56 2X'4 SP-#2 1720 ATM .82 2X 4 SP-#2 1720 WBS .45 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS'SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH. JT REACT WIDTH LBS IN-SX LBS IN-SX A. 1541 8- 0 D° 1541 8- 0 LEFT RIGHT :HEEL OIN - 4SX OIN - 4SX � TtJ MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-J .56 3022 C 2958 -1599 z-B .45 2525 C 1599 -1148 B-K .46 2670 C 2276 -2538 K-C .46 2670 C 2538 -2276 C-L .45 2525 C 1148 -1599 L-D .56 3022 C 1599 -2958 BOTTOM CHORDS A -I .82 2783 T 2028 99 I-S1 .63 2783 T -99 -238 S1-H .67 2783 T, 238 -1044 H-G .59 2328 T 1044 -780 G-F .59 2328 T 780 -1044 F-S2 .67 2783 T 1044 -238 S2-E .63 2783 T 238 99 E-D .82 2783 T -99 -2028 WEBS s I-J = 81 T J-H = 502 C Robbins Engineering,.Inc./Online Plus- MEMBR CSI P (LBS). , M@rIST.'M@2ND H-B = 363 T B- _ 427 T G-K = 380 C G-C, T F-C = 363 T FrLp rr ,502 C E-L. = 81 T DL+LL DEFL = 481 I23 "B-K LL DEFL = .24" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 991 ^aL c = 5 01 = r:. REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: `1`. TRUSSES MANUFACTURED BY East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5:0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 115 LBS. 5.- PROVIDE DRAINAGE TO PREVENT WATER PONDING. 6. FASTEN TRUSS TO BRG A FOR 536 LBS OF UPLIFT, ,;-WHILE. PERMITTING NO UPWARD - MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG D FOR 536 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD L MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "RIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- a 1996-2002 Version 13.0.009 Engineering - Portrait 3114/03 3:54:11 PM Page 1 Job Mark Quan Type Span , Pl-Hl Left _OH Right OH, Engineering 1928 HIB SP 1 400000 :..5:' 1-' 0- 0 1- 0- 0 CENTEX 1928 B-C it3F; HO 4-1 o HO 4-1 0 0 0 0 0 TC 11-0-0 I 18-0-0 1 11 0 0 0 0 4x6 3x4 3x6 3x4 4x6 B I S1 J C 5F- T, 2x4 2x4 H K 4-12-1 3x6 3x6 A D G S2 F 4xB 3x6 S3 E9 W:800 3x4 3x6 4x8 R:1541 W:800 U: 551 R:1541 . -..,: U: 551 77777 : ASb Q wlf' ALL PLATES ARE ;OCK20 Scale: 0.161" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .53 2X 4 SP42 1720 BTM .87 2X 4 SP-#2 1720 WBS .44 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS 1 ONE BRACE - G-I J-E TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: .25.0% LOADING LIVE DEAD (PSF) S,, OP CEM 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LEIS IN-SX LBS IN-SX A 1541 8- 0 D 1541 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX Robbins Engineering, Inrc./Onli.ne Plus- MEMBR CSI P(LBS) MIST M@2ND" REFER TO ROBBINS ENG. GENERAL S2-F .87 3045 T -306 -2039 NOTES AND SYMBOLS SHEET FOR F-S3 .87 3045 T 2039 305 ADDITIONAL SPECIFICATIONS. S3-E .79 3045 T -305 -1507 E-D .85 2785 T 1507 -2230 NOTES: WEBS 1. TRUSSES MANUFACTURED BY - H-G = 268 C G-B = 769 T East Coast Lumber G-I = 788 C I-F = 124 T 2. EMPIRICAL ANALOG IS USED. F-J = 124 T J-E = 788 C 3. WIND LOADS - ANSI/ASCE 7-98 C-E = 769 T E-K = 268 C TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM DL+LL DEFL = .6011 IN S2-F FOR EXTERIOR ZONE LOCATION LL DEFL = .29" < BRG-SPAN/240 WIND SPEED - 110 MPH SPAN/DEFL (DL+LL) = 806 MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. - - TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. PROVIDE DRAINAGE TO �,. PREVENT WATER PONDING. 5. FASTEN TRUSS TO BRG A FOR 551 LBS OF UPLIFT, 'WHILE,PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 551 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: MEMBR CSI P(LBS) M@1ST M@2ND 1. EAST COAST LUMBER & SUPPLY TOP CHORDS J.C. WEBER P.E.#17455 A-H .53 3031 C 2763 -590 5285 ST. LUCIE BLVD. H-B .32 2763 C 590 -1364 FORT PIERCE FL. 34946 B-I .33 2386 C 1328 -1811 2. !!!CAUTION!!! READ "RIB-91 I-S1 .37 3111 C 1811 594 SUMMARY SHEET" BEFORE S1-J 37 3111 C -594 -1811 HAMLING , INSTALLING & J-C .33 2386 C 1811 -1328 BRACING TRUSSES. C-K 32 2763 C 1364 -590 3. SEE ATTACHED DETAIL SHEET K-D .53 3030 C 590 -2763 i `. FOR:..1-JACK NAILS. L?, BOTTOM CHORDS 2-TBRACE. 3-BEARING BLACK. A7G .85 2785 T 2230 -1507 4. DESIGNER: TJR G-S2 .79 3045 T 1507 306 Robbins Engineering, Inc./Online PlusTM 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:13 PM ;-age 1 Job Mark Quan Type .Span 'Pl-Hl Left OH. Right OH Engineering 1928 HIB 1 SP 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C SO 4-1 o SO 4-1 0 0 0 0 TCIi I 11-0-0 1 18-0-0 11 0 0 h 4x6 3x4 3x6 3x4 4x6 8 I S1 J C 5F- T 2x4 2x4 A K 4-11-1 3x6 3x6 A D G S2 F S3 E W:800 4x8 3x6 3x4 3x6 4x8 R:1541 - W:800 U: 551 S'pail '''L.� _ R:1541 _ ��_ U: 551 4 0= r ALL PLATES ARE LOCK20 Scale: 0.161" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .53 2X 4 SP42 1720 BTM .87 2X 4 SP42 1720 WBS .44 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT ..0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS 1, BTM CHORD - CONTINUOUS ONE BRACE - G-I J-E TRUSS SPACING - 24.0 IN. STANDARD LOADING --LUMBER STRESS INCREASE: 25.0% UPLATE STRESS INCREASE: 25.05 LOADING LIVE DEAD (PSF) TOP CHD 20.6 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0, 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 8- 0 D 1541 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX MEMBR CSI P(LBS) MIST M@2ND TOP CHORDS A-H .53 3031 C 2763 -590 „ H-B .32 2763 C 590 -1364 B-I .33 2386 C 1328 -1811 I-S1 .37 3111 C 1811 594 S1-J .37 3111 C -594 -1811 J-C .33 2386 C.. 1811 -1328 Robbins Engineering, Inc./Online Plus- MEMBR CSI P (LBS) M@1ST M@2ND S2-F .87 3045 T -306 -2039 F-S3 .87 3045 T 2039 305 S3-E .79 3045 T -305 -1507 E-D .85 2785 T 1507 -2230 WEBS H-G = 268 C G-B = 769 T G-I = 788 C I-F = 124 T F-J = 124 T J-E = 788 C C-E = 769 T E-K = 268 C DL+LL DEFL = .60" IN S2-F LL DEFL = .29" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 806. C-K .32 2763 C 1364 -590 !..- c .53 3030 C 590 -2763 T. BOTTOM CHORDS A-G .85 2785 T 2230 -1507 G-S2 .79 .3045 T 1507 306 "- Robbins Engineering, Inc./Online Plus^' 01996-2002 Version 13.0.009 Engineering - Portrait 3114103 4:07:03 PM Fage 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B w, OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 5. FASTEN TRUSS TO BRG A FOR 551 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 551 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. M CAUTION'M READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 1928 HIA 1 SP 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C 80 4-1 0 HO 4-1 0 0 o 0 0 0 TC 9-0-0 I 22-0-0 9-0-0 .3x6 4x6 3x4 S12x4 3x4 4x6 5r- B M I L J C T2x4 2x4 I H g 4-1-1 3x6 3x6 A D riF G S2 F z S3. Ej W:800 4x8 3x6 4x8";? "3x6 4x8 W:800 R:1541 R:1541 U: 562 U: 562 BC1 q _ - v v 0 ALL PLATES ARE LOCK20 Scale: 0.162" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .54 2X 4 SP-#2 1720 BTM .95 2X 4 SP-#2 1720 WBS .68 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% • LATERAL BRACING: ! -;:,TOP CHORD - CONTINUOUS 1 ;.,BTM CHORD - CONTINUOUS r TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10..0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX ~.LBS IN-SX A 1541 8- 0 D. 1541 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN Robbins Engineering, Inc./Online Plus- MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS ENG. GENERAL G-S2 .88 3530 T 1 1492 332 NOTES AND SYMBOLS SHEET FOR S2-F .95 3530 T -332 71968 ADDITIONAL SPECIFICATIONS. F-S3 .95 3530 T 1968 332 S3-E .88 3530 T -332 -1492 NOTES: E-D .85 2791 T 1492 -2229 1. TRUSSES MANUFACTURED BY - WEBS East Coast Lumber H-G = 197 C B-G = 819 T 2. EMPIRICAL ANALOG IS USED. G-I = 882 C I-F = 379 T 3...,WIND LOADS - ANSI/ASCE 7-98 F-L = 250 C F74_ 379 T TRUSS IS DESIGNED AS A J-E = 882 C E C .'_ 819 T: MAIN.WIND-FORCE RES SYSTEM .E-K = 197 C �I FOR:EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH DL+LL DEFL = .71"r� �tN S2-F MEAN ROOF HEIGHT - 15' LL DEFL = .37" < BG-SPAN/240 EXPOSURE CATEGORY - B SPAN/DEFL (DL+LL) = 677 OCCUPANCY FACTOR - 1.00 MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS ,. F A-H .54 3047 C 2787 187 , H-B .30 2820 C :-187 -724 B, M .32 2829 C 1596 902 r M-I .34 2829 C -902 -1551 I-S1 .37 3832 C 1551 237 61 P S1-L .41 3832 C -237 -934 L-J .40 3832 C 934 -1551 J-C ..34 2829 C 1551 -15.95 C-K .30 2820 C 724 187 K-D .54 3047 C -187 -2787 BOTTOM CHORDS A-G .85 2792 T 2229 -1492 Robbins Engineering, Inc./Online Plus- 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:14 PM Page 1 ENCLOSED BUILDING. TC DEAD.LOAD = -5.0 PSF BC DEAD LOAD = 5.0 PSF 4. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 5. FASTEN TRUSS TO BRG A FOR 562 LBS. OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 562 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. -WEBER P.E.#17455 5285.ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!.CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Job Mark 2uan Type Span P1-H1 Left OH Right OH Engineering 1928 HI 1 SP 400000 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C SO 4-1 o HO 4-1 � ' 7_0_0 - 26 0-0 O 1 7-0-0 6x10 5 - B 5x4 4x4 4x8 1:"', _ ;2x4 °5x4 6x10 N O S1, .,,.. P 2 C T 3x4 M _ _ �r .i 3x4 R 3-3-1 6x12 A 6x12 D �`. L K J I H G-� W:800 2x4 4x4 4x8 S2 Sx4 4x8 S3 4x8 E !x4 2x4 rl R:3260 -- 20G-RHS-6x10 20G-RHS-6x10 W:800 U: 899 R:3260 U: 899 8 _ 40-0-0 EXCEPT AS SHOWN ALL PLATES ARE LOCK20 Scale: 0.162" = T 3 Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER FB TOP .83 2X 6 SP-SS 2550 ..BTM .94 2X 6 SP-SS2550 4_1WBS .66 2X 4 SP #3 850 EXCEPTIONS: A;M 2X 4 SP-#2 1500 M-B C-R R-D SAME AS A-M 3-d G-C SAME AS A-M LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN UNIFORM LOADING LUMBER STRESS INCREASE: PLATE STRESS INCREASE: UNI. LDG. LIVE DEAD TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 GIRDER LOADING LUMBER STRESS INCREASE: PLATE STRESS INCREASE: GRD. LDG. LIVE DEAD TOP CHD 40.0 14.0 BTM CHD .0 20.0 TOTAL 40.0 34.0 EXCEPTIONS: B-C 90.0 31.6 .0 45.0 CONCENTRATED LOADS (LBS) 280 (LIVE) TS 237 (DEAD) IF 280 (LIVE) F 237 (DEAD) SUPPORT CRITERIA 25.0% 25.0% (PSF) 37.0 25.0% 25.0% (PLF) 74.0 JT TYPE HORZ VERT WIDTH LES LEIS IN-SX A PIN 0 3260 8- 0 D HORZ RLR - 0 3260 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX Robbins Engineering, Inc./Online Plus- MEMBR CSI P(LBS) M@1ST M@2ND S1-P .61 11813 C -3145 -1095 P-Q .60 11813 C 1095 -1473 Q-C .50 1+1187 C, 1473 -1791 C-R .83 7572 C '1791 1261 . R-D .74 7052 C -1267-1181- BOTTOM CHORDS ' A-L .71 6485 T2368 -6299 L-K .71 6485 TM 6209 1264 K-J .56 7074 T 6,.1.203 "755 J-S2 .81 10186 T :-755 254C S2-I .82 10186 T -25,;•, _a3 I-H .94 11820 T -94_ 1C3y H-S3 .82 10187 T -1049 2562 S3-G .81 10187 T -2562 730 G-F .56 7074 T -730 -1196 F-E .71 6485 T 1196 6297 E-D .71 6485 T -6297 -2369 WEBS L-M = 390 C M-K = 659 T K-B = 601 T B-J = 3548 T J-N = 1498 C N-I = 1851 T I-O = 634 C O-H = 8 C H-P = 632 C H-Q = 1842 T G-Q = 1497 C G-C = 3550 T F-C = 601 T F-R = 659 T E-R = 390 C DL+LL DEFL = 1.45" IN S1-P LL DEFL = .77" < BRG-SPAN/240 DL+LL HORZ = 32°" AT D SPAN/DEFL (D:,+Y• ;) : = 330 L� MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-M .74 7052 C 1183 1268 M-B .83 7572 C -1268 -1794 B-N .50 10185 C 1794 -1449 N-0 .60 11819 C 1449 -1201 O-Si .57 11813 C 1201 3145 Robbins Engineering, Inc./Online Plus- ©1996-2002 Version 13.0.009 Engineering - Portrait 3114/03 3:54:16 PM Page 1 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY East•Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATFGORY - B OCCUPANCY FP.,.TOR - 1.00 ENCLOSED BT'.:LDING. TC DEAD LO:aD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. BUILDIT.'� DESIGNER IS RESPO'1SIBLE FOR ADEQUATE DESI!l OF TRUSS TO ERG PLATE CONNECTION WHICH ALLIJWS .32 INCHES OF HO^Z. MOVEMENT AT JOINT D 5. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 6. PROVIDE DRAINAGE TO PREVENT WATER PONDING. 7. FASTEN TRUSS TO ERG A FOR 899 LEIS OF UPLIFT, WHILE PERMITTING NO UPWARD " MOVEMENT.OF WALL OR BRG. 8. FASTEN TRUSS TO BRG D FOR 899 LES OF UPLIFT, RH7.LE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 9` GIRDER CONDITION. STEP DOWN HIP GIRDER WITH KING -JACKS. OPEN FACE COMMON JACKS. GIRDER SETBACF. 7.00 ft. FABRICATOR NOTES- 1. EAST COAST 7.jMBER & SUPPLY J.C. WEBEP 2.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CA.'TION!!! READ ,HIB-91 SUMMARY SHEET" BEFORE HAN'.`LING , INSTALLING & BRF,_"ING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 1928. GE2 l SP 20080:0- 5 1- -.o- 0 1- o- o CENTEX 1928 B-C SO 4-1 HO 4-1 0 0 0 0 TCJ 10-4-0 10 4 0 .+ 5x4 B 5 a S 3x4 3x4 G H 4-7-12. K Y *2x4 I AA 3x4 A 3x4 4 U C tj 3d J L F 1x4 N P RSi E T 3x8 V X D Z lx4 BB 7 W:800 3x6 R: 826 lU:e. ;::}e; - .. .,. W.800 R: 826 U: 274 U: 272 - BC ALL PLATES ARE LOCK20 See Joint I For Typical Gable Plate Size and Placement Scale: 0.292" = 1' Online Plus -- Version 13.0.009 RUN DATE:3-14-03 CSI SIZE LUMBER 1.15FB TOP .22 2X 4 SP-#2 1720 BTM .35 2X 4 SP-#2 1720 WES .25 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FE 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS j BTM CHORD - CONTINUOUS GABLE STUDS ARE CONSIDERED NON-STRUCTURAL. ALL BRACING FOR HORIZONTAL WIND LOADS ARE 'THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% -LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 826 8- 0 C 826 8- 0 LEFT RIGHT HEEL , OIN - 4SX OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-G .22 1372 C 1337 -1059 G-B .18 959 C 1059 -947 B-H .17 959 C 947 -1059 H-C .22 1372 C 1059 -1336 Robbins Engineering, Inc./Online Plus41 MEMBR CSI P(LBS) M@1ST M@2ND D-C .35 1265 T 94 -735 WEBS F-G = 78 T G-E = 420 C E-B = 471 T E-H = 420 C D-H = 78 T DL+LL DEFL = .11" IN G-B LL DEFL = .05" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 {W� N.'c`5T.8:.. t.. REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber. 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0,PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN.TRUSS TO BRG A FOR 274 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C FOR 272 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "RIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR BOTTOM CHORDS A-F .35 1265 T 735 -94 F-S1 .29 1265 T 94 196 41-E .33 1265 T -196 -637' P,.-D .33 1265 T 637 -94 Robbins Engineering, InedOnline PIusTM 01996-2002 Version 13.0.009 Engineering - Portrait 3114/03 3:54:10 PM Pags'1 Job - - Mark Quan r-s Type Spin" Pl-H1 Left 'OH Right OH Engineering 1928 T2 2 SP 200800 5 1- 0- 0 1- 0- 0 CENTEX 1928 B-C HO 0 4-1 HO 4-1 0 o o 0 o c TCj 'i 1 10-4-0 1 10-4-0 { 5x4 B SF 1x4 lx4 G H 4-7-12 3x4 3x4 C F Sl 3x4 3x6 D. _. W.800 W:800 R: 826 R: 826 U: 274 U: 272 BC 20-8-0 20-8-0 ALL PLATES ARE LOCK20 Scale: 0.292" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB s TOP .29 2X 4 SP-#2 1720 BTM .45 2X 4 SP-#2 1720 WBS .20 22t 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FB 15.0%. FT .0% FC .0% LATERAL BRACING: ( ""TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - '24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE,- DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 826 8- 0 C 826 8- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 4SX Robbins Engineering, Inc./Online Plus, MEMBR CSI B(LBS) MIST M@2ND REFER TO ROBBINS EKG. GENERAL WEBS NOTES AND SYMBOLS SHEET FOR F-G = 243 C F-B = 621 T ADDITIONAL SPECIFICATIONS. B-D = 621 T D-H = 243 C NOTES: 1. TRUSSES MANUFACTURED -BY - East Coast Lumber EMPIRICAL ANALOG IS USED. `3. WIND LOADS ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT -,15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0. PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 274 LBS.OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C' FOR.2-72 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1 EAST COAST LUMBER & SUPPLY MEMBR CSI P(LBS) M@1ST M@2ND J.C. WEBER P.E.#17455 TOP CHORDS 5285.ST. LUCIE BLVD. A7G .29 1412 C 1741 -861 _.. FORT PIERCE FL. 34946 GcB .20 1405 C 861 -1038 2. !!!CAUTION!!! READ "HIB-91 "B-H .20 1405 C 1038 -861 SUMMARY SHEET"'BEFORE H-C .29 1412 C 861 -1741 HANDLING , INSTALLING & BOTTOM CHORDS BRACING TRUSSES. A-F .45 1298 T 441 -1359 3. SEE ATTACHED DETAIL SHEET F-S1 .36 827 T 1359 -157 FOR: 1-JACK NAILS. S1-D .37 827 T 157 -1359 2-TBRACE. 3-BEARING BLOCK. D-C .45 1298 T 1359 -441 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 01995-2002 Version 13.0.009 Engineering - Portreit 3114/03 3:54:20 PM Page 1 Job Marx Quan Type Span Pl-Hl Left OH Right OH Engineering I928 GE3 1 SP 90400 5 1- 0- 0 1- 0- o CENTEX 1928 B-C 80 4-1 TCJ 1-0-0 1 4-8-0 1 4-8-0 80 4-1 1 1-0-0 5x4 B 5' 3, { r r• 3x4 3x4 G 8 2-3-6 t, 3x4 A 3x4 C 7 ". F 1x4 E 3x8 D 1x4 W:800 w:aoo R: 406 R: 406 U: 158 U: 157 BC -4_ 9-4-0 ALL PLATES ARE LOCK20 Scale: 0.559" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 DL+LL DEFL =-01!':_;IN;G-B REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03 LL DEFL = .01" < BRG=SPAN/240 NOTES AND SYMBOLS SHEET FOR i SPAN/DEFL (DL+LL) 999 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB TOP .06 2X 4 SP42 1720 NOTES: ; MH .13 2X 4 SP42 1720 �1. TRUSSES MANUFACTURED BY - WBS 06 2X 4 SP-#3 980 East Coast Lumber REPETITIVE MEMBER INCREASES: 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% FC .0% 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A LATERAL BRACING: MAIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION BTM CHORD - CONTINUOUS WIND SPEED - 110 MPH TRUSS SPACING - 24.0 IN. MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B STANDARD LOADING OCCUPANCY FACTOR -1.00 LUMBER STRESS INCREASE: 25.0% ENCLOSED BUILDING. PLATE STRESS INCREASE: 25.0% TC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) BC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7:0 4. FASTEN TRUSS TO BRG A BTM CHD .0 10.0 FOR 158 LBS OF UPLIFT, TOTAL 20.6 17.0 37.0 WHILE PERMITTING NO UPWARD SUPPORT CRITERIA MOVEMENT OF WALL OR BRG. JT REACT .WIDTH JT REACT WIDTH. 5. FASTEN TRUSS TO BRG C LBS IN-SX LBS IN-SX FOR.157 LBS OF UPLIFT, A 406 8- 0 C 4.06 8- 0 i ter: -WHILE. PERMITTING NO UPWARD ' =` F MOVEMENT. OF WALL OR ERG. LEFT RIGHT , a<;c, .. ,. .... . J HEEL OIN - 4SX OIN - 4SX FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY q MEMBR CSI P(LBS) M@1ST M@2ND J.C. WEBER P.E.#17455 TOP CHORDS 5285 ST. LUCIE BLVD. A-G .06 505 C 347 15 FORT PIERCE FL. 34946 G-B .04 395 C -15 -177 2. !!!CAUTION!!! READ "HIB-91 B-H .04 395 C 177 15 SUMMARY SHEET" BEFORE H-C .06 505 C -15 -347 HANDLING , INSTALLING & BOTTOM CHORDS BRACING TRUSSES. A-F .13 460 T 302 209 3. SEE ATTACHED DETAIL SHEET F-E .12 460 T -209 -183 FOR: 1-JACK NAILS. E-D .12 460 T 183 208 2-TBRACE. 3-BEARING BLOCK. D-C .13 460 T -208 -302 4. DESIGNER: TJR WEBS F-G = 28 T G-E = 106 C E-B = 173 T E-H = 106 C D-H = 28 T Robbins Engineering, Inc./Online Plus' 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:21 PM Page 1 Job 1928 Marx EJ7 Quan 14 Type Span Pl-Hl Left OH MONO 70000 .5 1- 0- 0 Right OH 0 Engineering CENTEX 1928 B-C HO 4-1 HO 3-3-1 TC I 1_0_0 B 5 F D 3-3-1 W:08 R: 167 U: 126 3x4 A e. C W:308 W:08 R: 325 ... w....' ,: R: 66 , U. 124 .. BC 7_p20-- 7-0-0 , ALL PLRTES'ARE LOCK20 Scale: 0.535" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03• NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB TOP .47 2X 4 SP42 1720 NOTES: BTM .34 2X 4 SP42 1720 1. TRUSSES MANUFACTURED BY - REPETITIVE MEMBER INCREASES: East,Coast Lumber FB 15.0% 'FT 0% FC .0% 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE"7-98 LATERAL BRACING: TRUSS IS DESIGNED AS A s. TOP CHORD - CONTINUOUS MAIN WIND -FORCE RES SYSTEM BTM CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION TRUSS SPACING - 24.0 IN. WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 251 STANDARD LOADING EXPOSURE CATEGORY - B LUMBER STRESS INCREASE: 25.0% OCCUPANCY FACTOR -1.00 PLATE STRESS INCREASE: 25.0% ENCLOSED BUILDING. LOADING LIVE DEAD (PSF) TC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 k - BC DEAD LOAD = 5.0 PSF BTM,CHD 0 10.0 4. ANCHOR TRUSS FOR A TOTAL a TOTAL 20.0 17.0 37.0 ? HORIZONTAL LOAD OF 151 LBS. #' SUPPORT CRITERIA 5. FASTEN TRUSS TO BRG A JT REACT WIDTH JT REACT WIDTH FOR 124 LBS OF UPLIFT, LBS IN-SX LBS IN-SX WHILE PERMITTING NO UPWARD A 325 3- 8 C 86 0- 8_ MOVEMENT OF WALL OR BRG.., B 167 0- 8 6. FASTEN TRUSS TO BRG B FOR 126 LBS OF UPLIFT, LEFT RIGHT WHILE PERMITTING NO UPWARD HEEL OIN - 4SX MOVEMENT OF WALL OR BRG. MEMBR CSI P(LBS) M@1ST M@2ND FABRICATOR NOTES: TOP CHORDS 1. EAST COAST LUMBER & SUPPLY A-D .46 68 C -1196 -2055 J.C. WEBER P.E.#17455 D-B .47 56 C 2055 0 5285 ST.'LUCIE BLVD. BOTTOM CHORDS FORT PIERCE FL. 34946 A-C .34 0 T -1706 0 2. !!!CAUTION!!! READ "HIB-91 WEBS SUMMARY SHEET" BEFORE HANDLING ,INSTALLING &" DL+LL DEFL = 26" AT D BRACING TRUSSES. LL DEFL"= .03" < BRG-SPAN/240 3. SEE ATTACHED DETAIL SHEET SPAN/DEFL (DL+LL) 323 FOR: 1-JACK NAILS. 2-TBRACE.. 3-BEARING BLOCK. 4. DESIGNER: TJR 5 _ Robns Engineering, ina/Online Plus' 01996-2002 Version 13.0.009 Engineering - Portrait 3114/03 3:54:22 PM•".Page,1.. _ a f`T job Mirk Quan Type Spad"� .,''O"P1-H1 Left OH Right OH Engineering 1928 EJ4 8 SP 40000 5 1- o- 0 0 CENTEX 1928 B-C HO 4-1 HO 2-0-1 TC, 1-0-0 4-0-0 5 T2-0-1 3x4 A W:08 89 ._. U: 69 W:800 W:38 R. 223 R: 45 U: 99 BC 4-0-0 4-0-0 ALL PLATES ARE LOCK20 Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .13 2X 4 SP-#2 1720 s BTM .09. 2X 4 SP42 1720 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS (.__BTM CHORD - CONTINUOUS. C TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% `PLATE STRESS INCREASE: 25..0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL, 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 223 8- 0 C 45 0- 8 B 89 0- 8 LEFT RIGHT HEEL OIN - 4SX l MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-D .13 38 C -256 -601 D-B .13 31 C 601 0 BOTTOM CHORDS A-C .09 0 T -461 0 WEBS �rM DL+LL DEFL = .02" AT D LL DEFL = .00" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 Robbins Engineering, Inc./Online Plus" Scale: 0.736" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3: WIND LOADS ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5. 0, PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 99 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG B FOR 69 LBS- OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285.ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. ffI CAUTION!!!, READ "HIB-91 SUMMARY-SHEET"`BEFORE HANDLING , INSTALLING & BRACINGTRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE 3-BEARING BLOCK. 4. DESIGNER: TJR - Robbins Engineering, Inc./Online Plus- 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:24 PM Page 1 Job mark Quart Type Span PI-Hl Left OH Right OH Engineering 1928 J CJS 4 ENDJO 50000 5 1- 0- 0 0 CENTEX 192E B-C HO 4-1 HO 2-5-1 W:308 W:08 R: 252 R: 61 U: 106 B 5-0-0 ALL PLATES ARE LOCK20 Scale: 0.661" = T Robbins Engineering, Inc./Online Pluses' Online Plus -- Version 13.0.009 REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03 NOTES AND SYMBOLS SHEET FOR - ADDITIONAL SPECIFICATIONS. y CSI SIZE LUMBER 1.15FB TOP .23 2X 4 SP42 1720 NOTES:. BTM 17 2X 4 SP42 1720 1. TRUSSES MANUFACTURED BY - REPETITIVE MEMBER INCREASES: East Coast Lumber FB 15.0% FT .0% FC .0% 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS.- ANSI/ASCE"7-98 LATERAL BRACING: TRUSS IS DESIGNED AS A TOP CHORD - CONTINUOUS MAIN WIND -FORCE RES. SYSTEM BTM CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION, TRUSS SPACING - 24.0 IN. WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25r STANDARD LOADING EXPOSURE CATEGORY - B LUMBER STRESS INCREASE: 25.01% OCCUPANCY FACTOR - 1.00 PLATE STRESS INCREASE: 25.0% ENCLOSED BUILDING. LOADING LIVE DEAD (PSF) TC'DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 BC DEAD LOAD = 5.0 PSF BTM CHD .0 10.0 4. ANCHOR TRUSS FOR A TOTAL TOTAL 20.0 17.0 37.0 HORIZONTAL LOAD OF 112 LBS. SUPPORT CRITERIA 5. FASTEN TRUSS TO BRG A JT REACT WIDTH JT REACT WIDTH FOR 106 LBS OF UPLIFT, LBS IN-SX LBS IN-SX WHILE PERMITTING NO UPWARD A 252 3- 8 B 117 0- 8 MOVEMENT OF WALL OR BRG. C 61 0- 8 6.YFASTEN TRUSS TO BRG B (r FOR .89,LBS OF UPLIFT, LEFT RIGHT WHILE PERMITTING NO UPWARD HEEL OIN - 4SX MOVEMENT OF WALL OR BRG. VEMBR CSI..P(LBS) M@1ST M@2ND FABRICATOR NOTES: TOP CHORDS 1. EAST COAST LUMBER & SUPPLY A-D .23 48 C -457 -1012 J.C. WEBER P:E.#17455 D-B .23 40 C 1012 0 5285 ST. LUCIE BLVD. BOTTOM CHORDS FORT PIERCE FL. 34946 A-C .17 0 T -928 0 2. !!!CAUTION!!! READ "RIB-91 WEBS SUMMARY SHEET" BEFORE HANDLING , INSTALLING & DL+LL DEFL = .06" AT D BRACING TRUSSES. LL DEFL = .0111 < BRG-SPAN/240 3. SEE ATTACHED DETAIL SHEET SPAN/DEFL (DL+LL) = 931 FOR: 1-JACK NAILS. ' 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:25 PM Page 1 Job Mark I CJ3 FTEX 1928 B-C Quan Type Span Pl-Hl Left OH Right OH . 6 ENDJO 30000 5 1- 0- 0 0 Engineering Bo 4-1 130 1-7-1 TC L 1-0-0 1 3-0-0 T D 1-7-1 3x4 A c ,Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15FB TOP .08 2X 4 SP-#2 1720 BTM .06 2X 4 SP-#2 1720 REPETITIVE MEMBER'INCREASES: FB 15.0% FT .0% FC LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE ' DEAD (PSF) TOP CHD 20.0 7.0 BTM CED .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA UT TYPE HORZ VERT WIDTH LBS LBS, IN-SX A PIN -1 178 3- 8 HORZ RLR 0 68 0- 8 C HORZ RLR 0 37 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMER CSI P(LBS) M@lST M@2ND TOP CHORDS A-D .08 28 C -50 -333 D-B .08 23 C 333 0 BOTTOM CHORDS A-C .06 0 T -373 0 WEBS DL+LL DEFL = .0111 AT D LL DEFL = .00" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 , W:08 R: 68 U: 51 W: 308 W: 08 R: 178 R: 37 U: 88 BC 3-0-0- ALL PLATES ARE LOCK20 rz Robbins Engineering, Inc./online Plus- Pr.,ATR'S kRb, L(j*',t` Scale: 0.575" = 1' REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 251 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 'ENCLOSED BUILDING. .TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 88 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. s. FASTEN TRUSS TO BRG B FOR .51 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIE-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHEDDEITAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Rok!bins Engineering, inc./Online Plus' 0 1996-2002 Version 110.009 Engineering - Portrait 3/14/03 3:54:26 PM.-?a9e1 Job Mark Quan Type Span' `"�`�1-H1 Left OH Right OH Engineering 1928 Cfl 6 ENDJO 10000' "'5 1- 0- 0 0 CENTEX 1928 B-C HO 4-1 HO 9-1 TC1 1-0-0 I 1-0-0 ©o T 3x4 9-1 A Fw. a R: 18 . _ 0' a 14 w 08 -- Rim`"105' R: 12 U: 70 U: 3 BC 1-0-0 �- 1-0-0::� ALL PLATES ARE LOCK20 Scale: 0.883" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 REFER TO ROBBINS EKG. GENERAL RUN DATE: 3-14-03 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. `CSI SIZE LUMBER 1.15FB TOP .01 2X 4 SP7#2 1720 BTM .01 2X 4 SP-#2 1720 l REPETITIVE MEMBER INCREASES: FB 15.0% FT , .0% FC .0% LATERAL BRACING: TOP -CHORD CONTINUOUS BTM CHORD CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF)' TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA ,TT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN -1 105 3- 8 B HORZ RLR 0 18 0- 8 C HORZ RLR 0 12 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-B .01 7 C 24 0 T, BOTTOM CHORDS A=C .01 0 T -39 0 WEBS NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS -ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A M7,IN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 25' " 7` EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD'= 5.O PSF BC DEAD. LOAD = 5.0 PSF , 4. FASTEN TRUSS TO BRG A FOR, 70 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG . FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!'!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & _ .... _ BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. r" 2-TBRACE. 3-BEARING BLOCK. s 4. DESIGNER: TJR SPAN/DEFL (DL+LL) = 999 Robbins Engineering, Inc./Online PlusTM 01996-2002 Version 13.0.009 Engineering - Portrait 3/14/03 3:54:27 PM Page 1 1r28 Mark Z;7 an Type Span Pi -III Left OH Right OH Engineering 2 MONO 91013 3.536 1- 5- 0 0 CENTEX 1928 B-C HO 3-1- TC1 1-5-0 1 9 10 13 HO 3-2-13 � 2x3 B 3.536 1.4 D 3-2-13 3x6 A .- C 3x4 W:415 R: 331 HGR U: 87 R: 597 U: 166 SC 9-10-13 9-10-13 ALL PLATES ARE LOCK20 Scale: 0.529"= 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER FB. TOP .45 2X 4-SP-#2 1500. 0 ATM .64 2X 4 SP42 1500 q WAS .37 2X 4 SP-#3 850 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% UNI. LDG. LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0, 17.0 37.0 GIRDER LOADING j LUMBER STRESS,INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% GRD. LDG. LIVE DEAD (PLF) TOP CHD 40.0 14.0 BTM CHD" .0 20.0 TOTAL 40.0 34.0 74.0 EXCEPTIONS• LINEAR VARIATION ALONG A-B ? AT A .0 .0 r^`=AT B .99.0 34.6 :t LINEAR VARIATION ALONG A-C AT A .0 .0 AT C .0 49.6 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 331 4-15 C 597 3- 8 LEFT RIGHT .HEEL OIN - 2SX Robbins Engineering, Inc./Online Pluses' MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS ENG. GENERAL TOP CHORDS NOTES AND SYMBOLS SHEET FOR A-D .42 710 C -1912 -2555 ADDITIONAL SPECIFICATIONS. D-B .45 8- C 2555 1 -16.. BOTTOM CHORDS "'-NOTES: A-C .64 709 T', 1801 -6 1. TRUSSES MANUFACTURED BY - WEBS East Coast Lumber D-C' = 749 C C-B '._ 222 C 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 DL+LL DEFL = .30" IN A-C TRUSS IS DESIGNED AS A LL DEFL = .00" < BRG-SPAN/240 MAIN WIND -FORCE RES SYSTEM SPAN/DEFL (DL+LL) = 390 FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT- 25' EXPOSURE CATEGORY - B OCCUPANCY FACTOR 1.00 ENCLOSED BUILDING. TC DEAD LOAD 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 87 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C FOR 166 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. GIRDER CONDITION: - KING.JACK GIRDER. TIE-IN JACKS ON TOP&BTM. x'DS, GIRDER SETBACK 7.00 ft. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 �... 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!.!! READ r'HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, InadOnline Plus- 01996-2002 Version 13.0.009 Engineering - Portrait 3/14103 3:54:28 PM Page 1 ;2!78T IdarxQuan Type Span Pl-H1 Left OH Right OH EngineeringHJ4 1 SP 50714 3.54 1- 0- 0 0 CENTEX 1928 B-C HO 3-13 HO 1-11-13 TC1 1-0-0 5-7-14 2x3 �c x3 W:a00 W:09 R: 100 R: 50 U: 27 BC 5-7-14 5-7=14 ALL PLATES"ARE LOCK20' Scale: 0.650" = 1' A nL.F�inc L'n..4----5..)n..l.: Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 HEEL CSI SIZE LUMBER FB MEMBR TOP .22 2X 4 SP-#2 1500 BTM .14 2X 4 SP-#2 1500 A-B WBS .00 2X 4 SP-#3 850 A-C LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING .24.0 IN. UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% t UNI. LDG. LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL, 20.0 17.0 37.0 GIRDER LOADING LUMBER STRESS INCREASE: 25.0% --PLATE STRESS INCREASE: 25.0% s GRD.. LDG. LIVE DEAD (PLF) TOP CHD 40.0 14.0 BTM CHD .0 20.0 TOTAL 40.0 34.0 74.0 EXCEPTIONS: LINEAR VARIATION ALONG A-B AT A .0 .0 AT B 46.8 16.4 LINEAR VARIATION ALONG A-C AT A .0 .0 AT C .0 23.4 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 100 8- 0 C 50 0- 8 B 107 0- 8 Y C-B LEFT RIGHT OIN 2SX CSI P(LBS). M@1ST M@2ND TOP CHORDS .22 5 T 51 -7 BOTTOM CHORDS .14 0 T -602 -2 WEBS .00 0 T 0 0 DL+LL DEFL = .05" IN A-B LL DEFL = .01" < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS,USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A, MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0.PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG B FOR 55 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5. GIRDER"CONDITION: KING JACK BIRDER. TIE-IN JACKS ON TOP&BTM. GIRDER SETBACK 5.00 ft. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ 11HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES: 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 01996-2002 Version 13.0.009 Engineering - Portraft 3114/03'3:54:29 PM Page 1 Y. Job Truss Truss Type Qty Ply Centex- Orlando/1928-B & Cfjsk/4-17-3 53901899 BH1 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 202003 MITek Industries, Inc. Tue Apr 22 16:40:30 2003 Page 1 i 0 7-8-11 13-8-1 1 20-0-0 26-3-15 32-3-5 1 40,0-0" 41-00 1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0 Scale -1:70. 5.00 12 5x6 = _ l ... - 8x8 5x8 _ G K 8 ' 3 - - - 5x6 5 D L x8 1 5x w 500 S 1 4 C F H 0 S W s 5 S o g l 3x7 W — U T S R Q F G = f 34 = 3xB = 3x8 = 5x8 = 3x6 = .. 4-0-0 10-3-14 21-4-0 27-4-0 i 29-8-2. 40-0-0 4-0-0 6-3-14 11-0-2 6-070 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) I/deft 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(TL) 0.04 R n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 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 4SYP 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_ I-R 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, Q=-81/0-8-0 Max Horz B=-178(load case 5) Max UpliftB=-285(load case 4), M=-175(load case 2), R=-688(load case 5), Q=-81(load case 1) Max Grav 8=1112(load case 1), M=382(load case 7), R=3521(load case d ), Q=18(load case 5) FORCES (lb) First Load Case Only TOP CHORD A-8=22, B-C=-2144, C-D=-880, D-G=-785, G-1=1289 I-K=1467, K-L=506, L-M=242, M-N=22, C-E--1071, E-F=-572, F-H=-670, H-Jm-27 BOT CHORD B-U=1913, T-U=1868, S-T=649; R-S=649, Q R= 749, P Q= 749, O P= 749, M 0=-130 WEBS D-E=-298, E-T=-910, F-T=1220, F-G=1405, K-0-678, L-0=-435, 1-Ja-1408, J-R=-1362, G-H=-1389, H-R=-2157, K-R=-780, C-U=294 l NOTES (10) i . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; hm15ft; TCDL=6.OpM; BCDL•=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; I cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. s 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 Q. 8) Design assumes 42 (flat orientation) purlins 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 I 1) Regular: Lumber Increase=1.25, Plate Increase-1.25 r M, Uniform Loads (plf) C3 Vert: B-U=-20.0, R-U=-40.0, M-R=-20.0, A-C=-60.0, C-1=-60.0, I-N=-60.0, C-J=-60.0 %ry cv Concentrated Loads (lb) 'W t Vert: U=-214.0 CL j ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899BH1 I Job Truss I53906899 CJ1 I Universal Forest Prodl. Truss Type C JACK 4 ts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Fed Ply Centex-Orlando/1928-B & C/jsk/4-17-3 1 Job Reference (optional)I 1 2003 MITek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1 C Scale . 1:4. B l T1 ' g Ai>< D 3 0-11-1.1 - - -- 3A = 0-11-11 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 125 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) 1 st LC LL Min I/defl 0 240 Weight: 5 lb LUMBER BRACING - 'TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins. ' BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. E REACTIONS (lb/size) Cm-11/Mechanical, B-138/0-8-0, D=9/Mechanical Max Horz B=35(load case 4) Max UpliftC--13(load case 5), B=-89(load case 4) Max Grav C-29(load case 4), Ba138(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-Da0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; i cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLa1.60 plate grip DOL-1.33. j 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this'sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify ail 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 referencesto job names and locations are for s' administrative purposes only and are not part of the review or certification of the truss designer. r LOAD CASE(S) Standard i E M C' C% 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 Job. � Truss Truss Type. Qty Ply Centex-Orlando/1928-B & Clsk/4-17-3 53906899 H1 HIP TRUSS 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 16:26:30 2003 Page 1 t 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 - 1:68. 7x14 M1118H= 7x10 M1118H= 5x6 = 5x6 = 7x8 = 5x6 = 5.00r12 c p E F O H 1 11 1 w1 Vw a, 6 J �- A ' Iga 502 = _ _ ,R.. - Q P O N M L K _ - 502 = ' 2x5 II 5x 10 M1118H= . - 5x6 = - 5x6 = - 5x6 = 2x5 11 5x6 = 5x10-M11181,1—. 7-0-07.1112 12-3-7 17-5-2 22-6-14 27-8-9 32-10-4 331Q-0 40-0-0 i 7-6-0 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,Ed a C:0-6-8 0-3-8 F:0-4-0 0-4-8 H:0-3-0 0-4-0 1:0-3-13 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.92 N-O >512 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.54 N-O >306 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.28 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell - 240 Weight: 241 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except TOP CHORD Sheathed. T3 2 X 6 SYP No.2, T22 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. BOT CHORD 2 X 6 SYP No.1 `Except' B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 `Except' W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, W1 2X4SYP 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), 1=-950(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-B-261 B-C--7651, C-13-10313, D-E--1.1877, E-F--11858, F-G=-l1858, G-H=-10317, H-I=-7650, I-J=26 BOT CHORD ' B-R=6973, Q-R=7010; P-Q=7010, O-P=10310, N-0-11877, M-N=10315, L-M=7009, K-L=7009, I-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 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 1. 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 181.2Ib 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 G, Uniform Loads (plf) ,' o cy Vert: A-C=-60.0, C-H=-125.0, H-J=-60.0, B-R--20.0, K-R=-41.7, I-K--20.0 C' C"iT 3 1 Concentrated Loads (lb) Lo VertR=-513.3 K=-513.3 Ia C1! 0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No53906899H1 I 1 ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 A Job Truss Truss Type Qty Ply Centex -Orlando/1928-B & Cfjsk/4-17-3 53906899 H1A HIP TRUSS 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 16:26:31 2003 Pagel -1-O-p 5-9-1 9-0-0 16-4-9 23-7-7 31-0-0 34-2-15 40-0-0 4,1-0 p r � 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 - Scale . 1:68. 5x7 = 3x6 = 3x8 = 2x3 11 5x7 = 5.00 F12 p E F O H TQ " 20J :.. 2x3 %. _ .. - C 17 w1 w1 w1 3 _ _ 17 8 K yy 3x7 - a P 0 N M L 3x7 = 3x6 = 300 M1118H= 3x6 = 3x8 = 300 M1118H= 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/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-0 >658 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.18_ J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 192 lb 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 (lb/size) B=1653/0-8-0, J=1653/0-8-0 Max Horz Ba-90(load case 5) Max UpliftB--344(load case 2), J=-344(►oad 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-Gm-4008, G-H=-4008, H-1 -3135, 1-J=-33321 J-K-22 BOT CHORD B-Q=2995, P-Q=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; 11Omph; h=15ft; TCDL-6.0psf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed', MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 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 G , i CD a' Ey" Job, Truss Tr d Qty Ply . Centex-Orlando/1928-13 & Cflsk/4-17-3 53906899 Hi B HIP TRUSS 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 16:26:31 2003 Pagel -1-0-p 5-6-0 11-0.0 17-0-0 23-0-0 29-0-0 34-6-0 40-0-0 4,1-0 0 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 scaia _ 1:68. 5x6 . 3x6 = - 5x8 = .: 5z6 3x6 -34 c w 2 w H W4 _ W4 - v B I J Ale ;A Ig 0 3x7 = 0 N M L K 3x7 2x3 11 5x8 = - - 3z6 = - 5x8 = 2x3 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 8-0-0 6-6-0 "_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 (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deft 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 Vert(TL) -0.54 M-N >871 BCLI- 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 1 n/a BCDL 10.0 Code . FBC2001 (Matrix) 1 st LC LL Mind/deft = 240 Weight: 199 lb 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) 13=1653/0-8.0, 1-1653/0-8-0 Max Horz B-106(load case 4) Max UpliftB=-317(load case 2), I--317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD ' A-13=22, B-C--3425, C-Da-2926, D-E--2807, E-F=-3329, F-G=-2807, G-1-1=-2926, H-6-3425,1-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=113, E-M=96, 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; 11 Omph; h=15ft TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) 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 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. - Mo CN 6ustomer No: 11045 Customer Name: CENTEX 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/1928-13 & Cflsk/4-17-3 53906899 H1C 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 4,1-0�0 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 12 2x3 \\ -2x3 C G - - - W - W2 1 3 a w a H aA rg 3x7 = -- N M L K J 3x7 3x6 = 3x8 _ - 3x8 = - 3x8 = 3x6 = 10-3-14 2070-0 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 DEFIL in (loc) 1/defl 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 I/deft — 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) 13=1653/0-8-0, H-1653/0-8-0 Max Horz B=122(load case 4) Max UpliftB=-290(load case 2), H--290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=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; 11 Omph; h=15ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) 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 Customer No: 11045 Customer Name: CENTEX HOMES OHLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1C sk/4-17-3 I l Job Truss Truss Type Qty Ply Centex -Orlando/1928-B & Cfl bustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 D Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 53906899 H1E C - Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Tue Apr 22 16:26:33 2003 Page 1 " 4 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 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 Scale - 1:68. 5.00 f 12 5x6 .5x6 5z8 E F 5x8 D C w W2 2 3 H 4 w 6 I J aA - ig 3x7 = _ Q N.. . M - L K - 3x7 = 3x6 = 3x8 = 5x10 3x8 = 34 = 10-3-14 20-0-0 29-8-2 40 0-0' 10 3 14 : 9-8-2 9-8-2 10-3-14 Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -9.20 M " >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(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) 1st LC LL Min I/defl - 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.38-6-4 oc bracing: 13-0: WEBS 1 Row at midpt D-M; G-M REACTIONS (Ib/size) . B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=-154(load case 5) Max UpliftB=-333(load case 4), 1a-333(load case 5) - FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3311, C-D=-3025, D-E--2145, F-G--2145, G-H=-3025, H-1=-3311, I-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-O=-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. E 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; i cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DO(=1.33. E 3) Provide adequate drainage to prevent water ponding. l 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint Band 333.1b uplift at joint 1. 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 jab 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 L l i I � �- D �i l n- T 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:53906899H1 E . Job Truss Truss Type Oty Ply Centex-Orlando/1928-13 & Cfjsk/4-17-3 53906899- H1 F COMMON 1 1 Job Reference o tional Universal Forest Products,lnc., Burlington,'NC 27215, Jeff Kerr 5.000 s Feb 0 2003 MTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 t-0-p 7-8-11 13-8-1 19-0-0 21-0-0, 26-3-15 32-3-5 40-0-0 4,10p 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 - 1:68. 5.00 12 5x6 = 5x6 E F 5x8 5x8 D G 2x3 \\" 1 2x3.G O w W2 W2 3 H m a w oA 9 Rl J Id 3x7 O N M L K 30 = : - - 3x6 = 3x8 = 5x12 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y: D:0=4-0 0-3-0 E:0-3-0 0-2-4 F:0-3-0 0-2-4 G:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(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 I/deft — 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max. Horz B=170(load case 4) Max UpliftB=-352(load case 4), I=-352(load case 5) 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=-1965 BOT CHORD B-0=2956, N-0=2434, M-N=2434, L-M=2434, K-L=2434, 1-K=2956 WEBS C-0=-363 D-0=577, G-K=577, H-K--363, E-M=579, F-M=579, D-M=-726, G-M=-726 NOTES ` (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.0psf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1'.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard I W O � O � CV L CV C� a 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:53906899H1 F L_ E' 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 Job Truss Truss l°SiP �_4� _ Qty Ply Centex-Orlando/1928 B & Cfjsk/4_ 17_ 3 53906899 T1 COMMON 17 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inca Tue Apr 22 16:26:34 2003 Page 1 1-0-P 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40 0 0 4,1 0 0 1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-5 7 8 11 1-0-0 . - Scale - 1:67. 5.00 12 5x6 = , E .. 5x8 y 5x8 - - - D F . -.. 2x32x3q C W W2, W2 3 6 4. W e l A H l � 3x7 = N M L K i` 3x7 .. - 3x6 =. 3x8 = - 3x8 = 3x8 = 3x6. =. 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y : D:0-4-0 0-3-0 F:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc)I/defl PLATES GRIP TCLL 20.0 Plates Increase, 1.25 TC 0.67 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/deft = 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 UpliftB--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-Fm-2113, F-G=-3026 G-Ha-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=-737, 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; 11Omph; h-15ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances.'The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard t i tl Job Truss Truss Type Qty Ply Centex- Orlando/1928-B & Cf1sk/4-17-3 53906899 CJ2 JACK 2 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 16:26:34 2003 Page 1 D -1-0-0 1 11 11 1-0-0 1 11 11 Scale - 1:6. 9 T1 . 81 A - E _ 1-10-3 1 z 11 11 - 1-10-3 0-1-8 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 0.02 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 1-11-11 oc purlins BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B=155/0-870, 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-Cm-30, C-D=-4 BOT CHORD B-E=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right_exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 Ib 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 03 M C11 A CL- Ilk fustomerr 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 Qty Ply Centex-Orlando/1928-B & ClIsk/4-17-3 53966899 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 t.1-0-0 10-4-0 20-8-0 21-8-0 1-0-0 10-4-0 10-4-0 1-0-0 Scale - 1:36. - 3x6 = 20 II O 2x3 II H F 2x3 11 2x3 II 5.00 12 E 20 II 2x3 II D STI T 2x3 11 2x3 11 T T K c T T T T -` M r+ 3x5 = - - 2x3 I I 2x3 I I 2x3 I I 3x6 = 2x3 II 2z3 II 2x3 I I 2x3 I I 2x3 11 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) 1/defl 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) 1 st LC LL Min I/deft = 240 Weight: 96 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. 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, Q-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 UpIiftB--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 Grav B=364(load case 1), L-228(load case 1), S=124(load case 4), T-639(load case 6), Q-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, Q-R=111, P-Q-111, 0-P-111, N-0=111, L-N-111 WEBS F-S=53, E-T--338, D-U=-45, C-V=-51, H-Q=-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; 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) 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 ANSIfFPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and. governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard { a!r, r f 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 u Truss Truss Type Qty Ply Centex-Orlando/1928-8 & Cfjsk/4-17-3 53906899 T2 ° 4 2 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 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 . 1:34. 5x4 = D 2x5 26 5.00 12 - E- . C 2 w F B Ia 3x6 II 3x6 11 8x10 = - - 50 = 10-4-0 19-4-0 1?-10118 10-4-0 9-0-0 0-6-8 Plate Offsets XY : B:0-0-2 0-5.13 F:0-2-6 0-0-9 F:0-6-14 0-2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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/deft a 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 UpliftB--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-Fe-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; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the 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 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 N ' a yustomer No: i I U40 l.usiomer Name: Cor-N I EA HOMES UMLHIVUV -inop No: 3JV1U00VV Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T2 Job Truss Truss Type 53906899 CJ3 JAG i Plv I Centex -Orlando/1928-B & CAsk/4-17-3 , 4 1 Job Reference s Feb 20 2003 MiTek Industries, Ir Scale _ 1:7.J �3x4 — 2-10-3 2,11-11 2-10-3 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0; Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell - 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-57/Mechanical, B-204/0-8-0, Da26/Mechanical Max Horz B-63(load case 5) Max UpliftC--52(load case 5), B=-80(load case 4) FORCES (lb) First Load Case Only TOP CHORD A-B-22, B-C--43 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; and vertical.left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) 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 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 cam-; _ C - t - y i. lJ ' `6 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 i i O Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 Job Truss Truss Type Oty Ply Centex- Orlando/1928-B & Clsk/4-17-3 53906899 GE3 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 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 - 1:1 B. 3x4 = D - 2x3 11 2x3 it - E C ST1 ST1 1 T1 B F Li 8, a 1g - 12x3 II H 2x3 11 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/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H >999 T120 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: 36 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 cc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) , 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-13 -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 cc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint Band 121 lb uplift at joint F. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce. buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 2 o i.d.1 Q 0 ,pi Job F Truss Truss Type Qty Ply Centex-Orlando/1928-13 & Cf1sk/4-17-3 r 53906899 EJ4 8 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 16:26:36 2003 Page 1 Scale-1 i D ' l i v■d - 3-10-8 4-0T 3-10-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP s TCLL 20.0 Plates Increase 1.25. TC 0.13 Vert(LL) n/a n/a TL20 245/193 I 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) 1st LC LL Mind/deft m 240 Weight: 14lb 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. i 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), B=-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.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 74 lb uplift at joint C and 73 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/rPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for i administrative purposes only and are not part of the review or certification of the truss designer. i LOAD CASE(S) Standard i t ©u� N7 "" a 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 ME Job Truss Truss Type Qty Ply Centex -Orlando/1928-B & Cflsk/4-17-3 53906899 EJ4A JACK - Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 Pagel Scale - 1:9.5 c a — 3-10-8 4 0-0 3-10-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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) Aa144/0-8-0, B=10B/Mechanical, C=36/Mechanical Max HorzA=75(load case 5) Max UpliftA=-20(load case 5), B=-76(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=36 BOT CHORD A-C=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 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 ° C11 1 CV c 4 a 5 Customer No: 11045 Customer Name: c;tN I tX r1UnntZ3 UtiLAvauu z3nop wo; osyuuouty Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 i e 53906899 HJ4 ENDJACK TRUSS 1 1 I Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 1 1 5 0 5-7-2 1-5-0 5-7-2 C Scale - 1: 1. 3.54 F12 T e E Bt , i D .. 3x4 = 5-7-2 5-7-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 1 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 I/dell - 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 HorzB-73(load case 2) Max UpliftB=-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 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 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/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-E--60.0 Trapezoidal Loads (plf) Vert: B--6.8-to-D--113.1 r.... b CV 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 0 Job ;: . Truss Truss Type Oty Ply Centex-Orlando/1928-8 & CCsk/4-17-3 53906899 CJ5 JACK 4 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, a err 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 4-11-11 ala 1:11.1 5.00[12 T1 B B1 D 3xa = 4.10-3 4-11-,11 4-10-3 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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/deft = 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; hm15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ci aws clu rx •Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ5 s Job I Truss Truss 53906899 EJ7 JACK Universal Forest Products,lnc,, Burlington, N 14 1 Job Reference leff Kerr 5.000 s Feb 20 2003 MiTek Industries, Ir 22 -1-0-0 7-0-0 , Scale - 1:15.: 3x4 = i 6-10-8 7 i 0 1 0 6-10-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a r>/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 BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-190/Mechanical, B-352/0-8-0, Da66/Mechanical Max Horz Ba137(load case 5) Max UpliftC--135(load case 5), B=-62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B®22, B-Cm61 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL-6.Opsf; BCDLa6.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 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 S' ,. M La co U _ 00 N �z a 0 0 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 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3 53906899 HJ7 ENDJACK TRUSS 2 1 Job Reference (optional) Universal Forest Products,Inc., Burlington, NC27 5, Jeff Kerr 5.000 s Feb20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:318 2003 Page 1 T 5 0 5-8-7 1-5-0 5-8-7 4-1-10 scale-1:1e.9 w2 wt e ' H - 81 d F E 2x3 11 2x3 U4 = 5-8-7 9-10-1 5-8-7 4-1-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 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 Mind/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=428/0-11-5, 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=0 WEBS C-G=169, C-F=-857 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL-6.Opsf; BCD L-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. i 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/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 i 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 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert; A-H=-60.0 Trapezoidal Loads (plf) . Vert: B=-1.7-to-E=-49.5, 1-1=-0.0-to-D=148.5 t is tLi Z-5 p� lZ a r 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 ALL BEAMS BY BUILDER 40-0-0 w HI W c H1A H1B H1C HID HIE H1F TI Tl T1 Ti T1 T1 T1 T1 T1 TI TI T1 TI T1 TI T1 T1 2-0-0 BH1 o � T2 GE2 GE3 ;Jl J3 J5 0 m CD 11-4-0 2-0-0 5-4-0 2-0-0 19-4-0 m 40-0-0 SEE BACK OF LAYOUT FOR APPROVAL EAST COAST LUMBER TRUSS DIVISION CUSTOMER:CENTEX HOMES JOB NAME:, D ATE:2 / 10/98 MODEL: 10128 MODEL ELEV 8 & C GARAGE RIGHT DATE REVISED:6/1 1 /98 19?.% BDR 2255 AVOCADO AVE. MELB., FL. 32935 ® OFFICE: (407)254-1581 FAX: (407) 254-1582 O4946 FFICE: 66-2480FPIERCET. FAX: CE:5336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. * FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON HIB-91- - SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCH-ARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE. 8-0-0 PLATE HT TC LIVE:20 psf TC DEAD: 7 psf SC LIVE: 0 psf BC DEAD:10 psf 70TAL:37 psf DUR . FAC: 1.25 O-4 i LOADING: FIBERGLASS SHINGLES SCALE: 1 /8" = 1 `-O" MEAN HEIGHT:'.15'-O" WIND SPEED: 1(J O M.P.H. SPACING: 24" O.C. DESIGN BY: CM DRAWN BY: KSB m D ALL BEAMS BY BUILDEP, 40-0-0 CJ3 CJl a Hl H1A H1B H1C HID HIE HIF TI TI T1 TI T1 0 TI o I TI Ti TI T1 TI, TI TI T1 T1 T1 BH1 2-0-0 � � o -, o w d T2 W o T2 GE?� GE3 1 T 19-4-0 2-0-0 5-4-0 2-0-0 11-4-0. o F� v{ a s {tea - 1 - a 1mow 07 40-0-0 0 SEE BACK OF LAYOUT FOR APPROVAL T m BAST COAST LUMBER TRUSS DIVISION CUS70MER:CENTEX HOMES JOB NAME: D ATE:2 / 10/98 MODEL:1922, MODEL ELEV B & C GARAGE LEFT DATE REVISED:6/11/98 11-Z8 B D L 32935 OFFICE. (027)4-1581E FA X: F(40) 254-1582 F-1E FL. 34946 OFFFICE (407) 66-2 B. OFFAX: (4p7) 66-3336 *BUILDER'S WARNING* * THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATION (TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON HIB-91 SUMMARY SHEETS AND FINAL ENGINGEERING SHEETS FOR EACH TRUSS. * SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES AND CONNECTION. * ALTERATIONS AND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. * BACKCHARGES WILL NOT BE ACCEPTED UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM IN ADVANCE, 8-0-0 PLATE HT TC LIVE:20 psf TC DEAD: 7 psf BC LIVE: 0 psf BC DEAD: 10 psf TOTAL:37 psf DUR FAC:1.25 0-4 LOADING: FIBERGLASS SHINGLES SCALE: 1 /8" = 1 ' -0" MEAN HEIGHT: 15'-0" WIND SPEED: 111:0 M.P.H. SPACING: 24" O.C. DESIGN BY: CM DRAWN BY: KSB 101=71 1 rim-01 ME I lwrw—�—U 11 rw7j I I a 3 2 REVISIONS (3 INT1116mlATE SRLES FOR 16' MOC DOOM " oE^D�"ww/K10G�� M ^o ) REV. NO. ZONE: GATE: ECN NO. APPVO: DESCRIPTION 1 82 11/00 - MwW I OTY (1) WAS (2) FOR TRACK BOLT HOWZCOCALR TA/GK SIMPORT eY 10 G WK ENO SRlC3 ATTKM[D 10 000T1 COCA WSTALL(11 (TO SUn SKIN WITH PATENTED 700-L-CAO SYSTEM D (TOP, eoTTOW • CEMrM _ I EACH rAs UV, S TI WOOD w ww WITH (7)!/1111-a/e.woo0 W SCACMS. LISTEDy�fQQjT[[� noH L�N7-H(ADROUl11 AVAAAW AS AM OPTION WOA .C. S " ONT ^ 1' OKV, STEEL TRACK, `` 1• YIN. TRAOR T1.GHN 6 .Oed (N°COfH PM SiD[f) I O TYP. 1-1/3'.11 G OALV. STM TRACK 6AACKCI, no IDMrt sDcx•KI Rim _ ww (.) rRECAc wrxm ru swc. ~ a tAM1 10P BRArwR I. REPORT#9606C'�`"°"E"" C 3' + 20 IN U NF1rWlY1W ❑PRtlN u-B.w3 IN A :-I-1M-2 -I LCIL I OM 00" I. > TWO -ewv sLGRON, cm) Hm A-. { 1-s/.' .I1ELT •1LTK fOPp. �� NoI I. I bl w I 0.0. Uw, �•� �W� FRONT 11k" WITH U•V� DOOR! VP TO 7'-0• HKiM CONf4T a 1) SCCCI1KINS (fIKiWN)), WA9g1 RCOVIRm. IIG SCAy,Wq WY Be GOURT7fSLLYH , DOORS OVER 7'-0' M Gm CONSIST of (a SEGROHS (NOT SrdwN). comwo ON Ouma SUNACE (NUT NOT TKOISRED 110 PRO`AOC A ililSN wu1mN3 STOP WOUIDIMO BY . STEEL L EHO S71 (TO SUIT) yJRIACC. NOR120MEL lAWBS W MOi 1RAKYU LOAD. Le YELLOW TINE 1VIB 10 G WN, OKV. ST6L [NO 3Thl .. - Y THICK / I/B KRT° 1CT Atm l0 G ULV. STOL MALA. STILC V WOLDEO w310E-/ SrrmN q-p - I G CKv ME4 TSAOK u1E Puma BRKACT�ASTESim to WVOO ,w 23 OA. Wtl. STEEL I4.7 4• PAN HEAD SCREW WITH CHIC S/Id.1-JLf�•�UO SCNCM d.. U'll CUM wITN 0-N NK Io SORCWS PER url) ] e.{ 3I CMEM (c•.W. PE2t.`AACIt OrACRET. "VANIEINO. OAKIO-ON PRW[A, )•011+ CENRR7 (1.000 PL WK CONCH) 011 7/IN' I,O, a0UN0 PVSHH ANO A BARED -ON ►OlY[SYCR Snw UiGH lNOAOt3 I/{1{ CON sCREW9 ON 17-I/1' CTNT013 (2,000 IASICRER (OnC PLR TIOLLER) Ie G GA1V ! WN C TOP GOAT APPUEO TO BOTH P9 WN, CONCRCTE). wATl1019 u+CWOm wmm SMS Of MEL SKIM. 11 G. OALV, STEEL TOP ONTO VF/rtICAL 1MCW. 5�11i AMCJ1Ofq I' 0.0. HS{, `ML1(A RCWIRED 7• CW.V. STEEL TRACK /AYre2+m 10 I. W V. Nwp(3 IASTSMjQ ro IN}1EC2R�� W�({ AOLLDI eRAG:R. CALK ONE SNA• WCH ON WITH TEMAHS. ANCNORS WY tK COUNTERSUwt I7 G (:KV, RCEL TRALN 6AACKEII. /MTUICO N M/({) /I W/N SSYi1 WE1�MY3. eRKKa ATTACN(D w/.) INTER. si1lE LIG1 310E 0/ ooaR. (air NaT PCOuwm) TO PPOVIDE A nuaH TRK1( ATTACNm ro eAALT(tT IIu•/q s uCi u AAMMOO .Z 11.•a/e• sNLn utriL YOUNTNO RYiPAC1. NdK2onrK ,WIGS CO NOT WITH ONE 1/{'.a/e "e1 r Nur �q II• a / s6I T SCRCMS I'm DOwnoc p SHIP VP JOwrS. CRE 14, 2PAMSP[R LOAD. OR TWO 1/006L RIVCT2. V OYTSIOC KEYED -� rUT10ll Eno 2' Ow SN011i. STCA1, 10 ►AU. STCI Rou.ER. la G G.LV, STEEL ENO SiRIWAAXCJ� ENO NINOL EKN STIL EIOS:� rop WCST[M-6- P.L. FASTENED TO ( INTER p rP e,nnR�N d _n�PY OT11P• frennN G-e ilOAeW P,L INNS sIREs w[(1) +i:a/e• 1' TALL U-BUI "OC HHANDLEsMt GAA NOCWQLM P.S. JZW2 SWEAT AL ceEMa J ({) 1 151.1 {' itV •"�"', 10 G DEW. STCCL TAPP" v_uw. ACX OMOp140 I" �n � TNC oax;H aP Tlu SWPORIWIO SraucruRAl [LOILNTs RTH DESIGN 10AD5: +24,0 PSF -24,5 PSF p WIN. TCILO,STRCIWTH: 30 KSI OUTSIDE C44H SIDE s A�6E THE PIY015MJ1Y a TH[ ►Ro/CSSONAL or TEST LOADS: +J6.0 PSP k -37.0 PSF 7; .. NANOLi OF DOOR RECORO FOR THE BVWM OR STRLx:TVRC ANO w ACCOA04KC J' TALL a 10 G GAIN, STEEL U-BARS ENO SUOE BOLT WITN CV^AEM OU4OW COOLS FOR THC LOUT USim ON .= W•.l AK 1A O IN A 1-I-2-I PArnRN pp C, IWO U-BMS 5TU LOON WGG0 THIS DRAPING, w tlM A R.WO) WAt IORaAt), PART NO,: - A lj7 ` 1-7/B' ON BOITOW SCC110N, OHC L-sAR ON NEXT INTO MDUL A uCRON j1c.). EACH IJ-BAR ATTACWM "I" ONE NOTICE,- UAI.SB $1.1•4 OLI..44 y12 rTanul k $YII Isoo - • 1 WITH I/1 37/{• 3LU• TIDPu10 SUIEW'S LOCK ON G.NNv'OM/h IN°^'••u CfRtIRR°u OH 45202 O PER C LOUTIOK Mm d rAa.r ew ncN ilaoucn w. TOLERANCES Pr. IDEAL Td. No. 1-�t7-Se 1.4eN W wN.W. Mr.Y, w —.K eANN®BaaomBL. iu Na I-31} E2-J719 r w.1.—...w.lw. 0 • #.03 'FelloH A-/�(SIM NEW) / wM. ewlW., v elaY'Ou40 I atY �+Ilou�u�pLt / ,,,,,I ,,, „w ,,,I,,,L I,P„� „ .00 . t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24,5 OESION LOAD r"wi uv. nu.. 1„y �.,u W .000 . #.009 d 7 G cKv. 3TEa Borrow BRACKET. ry w.Ph a e.mN. «. 0000 . 1.001 DRAWN BY: BMM DATE: 4/t6/00 SCALE: HITS DWG. B •�-'• ATTACHED WITH (2) /Ia3/S' SHEET WCTAL 3CRCW3. / C,�, �. I°'•'• • I^•'�1pn'• 0.9T..■ • t 1/2' f� 14,UMNU" LTMQ310N / �/ / 1 CHECKED BY: IWW"M DATE: 4/ib/oo SHEET 1 OF 1 SIZE J MM wUrIar nP. 7 �A/� ThIM Mg If + _ unwf Etaue ou.M.. / Projwti3R 01WCHSIONS AM IN NCma. DWG, NO,; 10213$ REV, N0. t O - CD n.. a Thermo-Tru In -Swing poorr Wood ;�iomos System DESIGN PRESSURE RATING MAx Single Positive. 67.0 PSF Negative 67.0 PSF MAXIMUM OVERAII NOVINAl 517 Single up to 5'4 x B'D w1wo sid*Oes Double up to 8'4 x 8'0 w1wo sidvlitex A 4747.0 PSF Single with S;daiitos Positive 60.0 PSF Negative 60.6 PSF Double w1wo S;delites Positive .0 PSF Negative USABt C CONFICURA71ONS, X. Ox. XO. OXO. XX. OXX0 QCqERAL f)FSrRfPY70NG The hood and side iambs ore fingetioint On* measuring a min. 4-9116' with a ':12' robbeted stop. 6' TAPCON 1/2* DRYWALL MAX is' O.C. TYPE ANCHOR 3' 3118- TAPCON 1 x 2 FIRPJNG rVPC ANCHOR t/2- DRYWALL - MASONRY UNIFL IX MASONRYWA 2 FIFIVIING-, PFH WS ED i511.2hu"Va" 1/2- Lvnwu. WUCK -I x 2 FIARLNG IN7EF?tOR 7 IX 9Lr_K INTERIOR CONCRETE MASONRY BLOCK 3116- TAPCON TYPE ANCHOR ELCO TAPCON Of' EQUAL 1235 - SHrAR l 3/16' TAP -CON (s.. -1. 2) HEAD E D ,�,, -,'LCK 1/2' DRYWALL VuCK I ame) 2 FI RR A 3/10- TAPCON (So* "Is 2) • T I PFH WS .4 71 _3/16' TAPCON TYPE ANCHOR 1/4: MIN. Z.t SHIM SPACE JAMB �9UCA CIA;. DMVACC !MLd 7. This system has boon evaluated for use in locations c4hering to the Florida Building Code when pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings I WL. OIL_ and Other Structures do not exceed the design prossurto ratings listed heroin. 2. For installations where the sub -buck is less than 1-112* (F9C section 1707.4.4 Anchorage Methods and 30-80CUOMS 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' ongoganont of the Topcon into the masonry wall is obtained. DATE 4/3/02 SCALL* N.T.S. DWG. BY: W.L.N. CHK. BY: kw, DRAWING NO.: M= DE810NATION: Thermo-Tru Out -Swing Door Wood IrMmes System .;r- N PR SS 1R RATIN &W.'IMUM OVERALL. NOMINAL SIZE' Single up to 5'4 x 8'0 w/ro sid•1'tes _ J 14�X 18' O.C. single Positive 67.0 PSF Negative 67.0 PiF W Double up to 8'4.x 8'0 r/ro sidelit" :'.4 . Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF U 11S01& CAONFICIIRATION`;: X, Ox. X0, OXO, xX, OXXO '� JouDle w/wo SdeGtes Positive 47.0 PSF Negative t7.0 PSF DOCO t^ t . N' Al DESCRIPTION* The head and side jambs are fingerjolnt One tS R Oz rich measuring a min. 4-9/16" h a 1/2' robbeled stop. a V a O l) . MASONRY LINTEL O JLLi V) • .' 3/16' TAPCON LµX 18' O.C. 1 x 2 1IRRING � L o� ..; ..: TYPE -ANCHOR 3' MASONRY UNTF1 F---Y 7 ci 1 x 2 FlRRINC I D,i NiV1 3 A�J L3"-+ �• DRYWLLAZ v y •+ ` . 3/16T 4PCON t- +,, TYPE NCHOR 3116' TAPCON , 1X BUC< TYPE ANCHOR •y' •y .• N .25' MAXA $ > Gad •' _ SHIM SPACE .F.XTMO8 I RIOR N . •y EXT I 3/16' TAPCON �n N u TYPE ANCHOR ••u i 0 t0 'W O ;• i. 's_-1•s. W HEAD JAMB u 8 x 2.-1/T' 1.75' '�� Y y TO iX SUB -BUCK tr, 4• a 4 PFH P u $ e CONCRETE $ n > TO HU SUS -SUCK m .y MASONRY BLOCK .25' MAX. •A•'' J O iR SHIM SPACE 1.2MI11, LI J Elt?. � 7 , � EMe.'... TAPCON TYPE ANCHOR O 1.13' MIN. ;t = ELCO TAPCON OR EQUAL 3/16' U4PG'ON G •j W U_ ' :» EMB. (235 I.B. SHEAR EATING) TYPE ANCHOR V1 O .25' MAX. �. a . S Ln Y SHIM SPACE K 1} 1 i � •1 N N T Z d/8 x 2-112' ., ,Is' MIN. U ti PFH WS 3`i'. ;r C-SINK FlRRINC O DRYWALL VBRT1(:AL SIDE .1,M9 1X BUCK IV, roUB-BUCK�5 fNTERIO 1 x 2 FlRRINC1. This system has been evaluated for use in Iota-tions adhering to the Florida Building Code15' MIN•rand e,here pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DRYW 11 DATE: 4/3/02 2X BUCK and ONer Structures do not erceed the design pressure ratings listed herein.(� VERTICAL SIDE JAuB SCALE: N.T.S. 2. For installations where the sub -buck is less than 1-7/2" (FBC section 1707.4.4 Anchorage Methods TD 2X SUB -BUCK - DWG. BY; W,LN. and iub-sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the CHK. SY: R.W. length must be such that a minimum 1-7/4' engagement of the Tapcon into. the masonry wall is obtained. DRAWING NO.: ' 3. When using a IX sub -buck a 6-9/16' jamb is required to allow for min. edge spacing for Tapcon type anchors. T-02203 SHOD, I or 1 r r r � lu _.. - jAOOEL DESIGNATION: Thermo—Tru In —Swing / Opt -Swing Door Wood Frames System DESIGN PRESSURE RATING: MAXIMUM OVERALL NOMINAL S17F Single up to 5'4 x B'0 ::/wo sidelites Single Positive 67.0 PSF Negative 67.0 PSF � Z F10 Double up to 8'4 x B'O v/wo sidelites Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF �. %BLE CONFIGURATIONS: y, X. OX, X0, OXO, XX, OXXD Double- w/wo Sidelites Positive 47.0 PSF Negative 47.0. PSF Oz.3 CENERAL D t-RIPITON• The head and side jambs ore fingerjoint pine O M measuring a 'min. 4-9/1 e' with a 1/2' rabbeted stop. Z = p W ^ p t• DOUBLE 2X .i.:' HEADER ¢ of 2 Q. 7/7' DRYWALL SHFATt" 2. HEADER 0 SINGLE DOOR v N 2X STUD r o 6.0. N Y m 6.0' 3 tl 2X JACK STUD n ` \ PfH Ws .. �x tT� NEAD ,we _ a a 1 3' DRYWALLPE Is TYP. wrE8108 Zxs W DOUBLE DOOR N J k w O 6.0' �V3 UpU 3.0' .Uptn II II II Ii I s . � 1 YV eua.oiHo ' ,tJ' WN. C—SW K SHEATHING V aONSUITANTe, ANC 8i3.eaa.383t 23' AW. SMJ SPACE SINNGLr OR DOUBLE DOOR WITH SIDELRES DATE: 4/3/02 ,w VERTICAL Sloe ie p o �� SCALE: N.T.S. 1.IJ' HW. EMS. r I This system has been evolucted for use in locotlons adhering to the Florida Building Code DWG. BY: W.LN CHK. BY: RW. and where pressure requirement3 as determined by ASCE 7 Minimum Design Loads for Buildin;s DRAW1 and Other Structures do not exceed the design pressure ratings listed herein. 02202 s�rcr t er I THERMA oTRU® "FIBER CLASStCPSMOOTH STAR• PSWINO &8 SIMOLE AND DOU:=]ES. W10UT SIOELTIES. INSULATED FIBERGLASS DOOR WTTH WOOD F1GENERAL NOTES . THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY, 6. MIAMI-OADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDFLTTES ONLY. 7. SfDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Foce sheets: Fiberglass avg. min. yield strength Fy(min.)=6.000 psi SmoothStor - 0.070" minimum skin thickness FiberClossic - 0.110' minimum skin thickness Core design: Polyurethane foam core. withl.9 lbs. density by BASF. py�The po el skin s constructed from o 0.070" thk. s�ee��m�ing compound (SMCl. The interior cavity is filled with 1.9 lbs. density BASF polyurethane foam. The ponef face sheets are glued to the wood stiles and toils. Th4 LVL latch stile s reinforced with a wood lock block measuring 2.375 x 14.0 long at the strike and deadboh location. The hinge stile is Finger Jointed Pine and (he top and bottom rail are of a wood composite material. In (he double door appfrcation the inactive door is fitted with an extruded aluminum astrogol (Wind .somber d) of 6063-T6 alloy. The frame is contracted from h jointed pine. The er rs Ja�� the side jambs with (3) lfigo 1/crown x 2 long staples at each side. The mullions ore secured together in a sidefite a lication using Is x 2' long PFH Wood Screws (6) screws per each mullion. The units use on Inswing Saddle threshold measuring 5.75' x 1.548 Gla in , The sidelde panels ore sandwich glazed us g o two pece rp rome. hey are dry glazed on the exterior ►dh an t/8' thk. cellular glazing tope (Slit'y-II Tope) a coulked with silicone. The Ile frames are held together wd{r a /8 x 1 /1 long Ploscrew. TABLE OF CONTENTS SHEET #1 DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS & UNIT COMPONENTS 37.5 MAX. OVERALL WIDTH 36" MAX: PANEL WIDTH w = � x ru 41 w = � a o -1 a: O A p X � o .10 � 1 N W ^ L SINGLE INSWING UNR 1 74.5' MAX. OVERALL FRAME WIDTH] 36.625' MAX. PANEL WIDTH - -{ W ASTRAGAL I W x W J 0 X N ro DESIGN PRESSURE RATING UNIT TYPE WHERE WATER INFILTRATION RE UIREMENT IS N0T NEEDED SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF & L WITH SIDELITES + 55.0 PSF - 55.0 PSF 105.5 MAX. OVLKALL FKAML vriU11-1- 36.625' MAX. PANEL WIDTH W/ASTRAGAL 68.5" MAX. OVERAL 36" MAX. PANEL WIDTH D 15.5" MAX. D FRAME WIDTH 7 1. 13. WIDTH MAX. WID TH Ifl'6�'�lf: oil I' I Ell 7.125' MAX. O.L.O. WIDTH 15.5' MAX. FRAME WIDTH 13.75" MAX. WIDTH 7.125" MAX. D.L.O. WIDTH 6,65n (n xz U �nJ QZ U 2,6 m � W JZ Ujj ac �� Iwo, o Ad 813.654.3531 ® Y a (G c A. Ysl owa. BY: N Tip 1��rlrpt ttt��� AAA rp/� �v�p��w• 4 cHx. er: RW a. ��� `M Y L � Y afl NG NO.: S-2151 Of MASTERR! ! .' t � ` V 2 uj J O 0 Go EXTERIOR 1.68" MIN. PANEL THK. 1 TiCAI CROSS aECDQN 2 DOOR PANEL x 6 z INTERIOR a N e0 y 29 42 h N O.O a 'O 43 v 33 fop 34 0 o SEE NOTE 5 SHT. 4 x _ 2 41 w W SEE NOTE 4 _ 1 SHT. Z .5" MIN. a GLASS-THK. o EXTERIOR IN RIOR w o 0 25 0 h c! FOAM GASKET do N co SILICONE CAP BEAD o 6 of n p. oa'O 1.68" MIN. PANEL THK. �o 42 O � / ry uj _5. K (V O co 000 OZO� �OWQ �O�O r\ �00 a 813.684.3831 08/10/0 SCALE: 1/2" = M6 BY; TJH CW. Fr.. RW L s 2151 s�ttr 2 or 8 SEE NOTE 2 SHT, 4 `27,\ . r i � �I_U►11>�. 2Y J e Z ASTRAGAL RETAINER a BOLT 8.0- LG. TOP k BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM 1HORIZONTAL CROSS SEC77ON 3 ® ASTRAGAL _ 1.15" MIN. EMS. MAX. SHIM EXTERIOR LLJ N~ N 00 O V)O DO •' �o Q . ACTIVE 8 Z OL�d OO r^C)j W � CL INTERIOR 22 xZ 'n SEE NOTE 6 3 18 SHT, 4 FOAM GASKET 43 SILICONE CAP BEAD SEE NOTE N o- m N ti 0 5 SHT. 4 34 S UfL� y�� d 20 1 43 7 88 33 p .-. \ - / cm'�30 alga FOAM GASKET Ac SILICONE CAP BEAD Q: O o" o 0. 0 z z� Z Y N 1 36 i\\ 29 i9 w 41 a SE NOTE 1 35 SHT. 4 3 HORIZO�AL CROSS SF .TION 3 ® SIDELITE TO BUCK EXTERIOu O: • e n. e e r 4 6 w 26 9 10 29 `R a ' a 41 SEE NOTE 1 a 37 SHT. 4 _ a SEE NOTE 7 SHT. 4 2 H RI ONTA CROSS SECTION 3 ® HINGE JAMB TO SIOEUTE D'J:l�:ll `T 1V FS r,T U.JL' U.LL/L' ll , V 'S b ' V VV BUILDING DNSULTANTS. INC 813.684.3831 rE08/10/01 u012" = 1' G. BY. TJH K. BY: RW WING 110: S-2151 CET 3 or _ 8 1. 15" MIN. EMBED. 15' MIN. C-SINK 17 FXTERIO A 7 30.6 r.ol 13 3 21 31 25 MAX. SHIM SPACE LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5, 16.5' 27.5, 38.375, 49.375' & 60.375". HORIZONTAL THERE ARE (2) SCREW BOTH Top AND BOTTOM AT 2.125- IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 11' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1-. 3, 5. 18-25". 40.5', 59.25, 74.25. 76.25' & 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED To THE SIDE JAMBS WITH (2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (J8 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 (18SCREW) 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 SIDELfTE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). FOAM GASKET & SILICONE CAP BEAD 2 SEE NOTE 5 SHT. 4 I.IJ MIN. EMBED. 15" MIN. C-SINK QQ HINGE JAMB TO BUCK, - . PSEE NOTE 6 SHT. 4 . "o ts cf 0- o 'o o- :z Ln z= 36 In ul 29 u 41 60 Z o Lu 13 w SEE NOTE I 3 SHT. 4 31 IffLRIOR NET �R SCION 3 _IHIORI� 4 0 STRIKE JAMB To SIDELITE 0 STRIKE JAMB TO SIDELITE np— I TED IFE, F-11" 10 .25' MAX. SHIM SPACE SEE NOTE 7 SHT. 4 813.684.3831 BY; TJH BY: RW NO NO: S-2151 4 OF SEE NOTE 3 SHT. 4 SEE DETAIL "F" SHT. 5 6- 6' 6' 6' 6" 6" 3" �i 3" 3- 3" 3- 1 II II I I 13 II II I 13 - TYP. - 13 TYP. SEE DETAIL TYP. SEE NOTE 6 SHT. 4 SEE DETAIL 13 - "G- SHT. 5 TYP. SEE DETAIL _ 'H' SHT. 5 F' SHT. 5 SEE DETAIL E SHT. SEE NOTE — TYP 6 SHT. 4 13 SEE NOTE .D. Typ 4 SHT. 4 14 - 14 o> O 000 0co dp2cc ^ OZO� 6" 6' 1 SEE NOTE 3 SHT. 4 1 p p W ¢ Om oo 1\ w-D a N' m N n i V) 4 ' 13 TYP._ y .r a N °i z r) -,a - zEE DETAIL"D' 'E" SHT. 5N137YP. L SEE DETAIL 'G' SHT. 5—I 'C"C"TYP. D o U 14 TYP. 0 m YA6 3:6 33'LJ-j��-- 3• i --i i� 6 io 6 io666 T F�.®A Bo ®oA.a DOUBLE DOOR W/SIDELITES SINGLE DOOR MANUFACTURER NANES MASTER �'D1 A 0.357" BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW i K 0 13 �-- 0 0 13 0DETAIL 'F" DETAIL 'H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS STRIKE PLATE TO FRAME DETAIL "G^ AT THE THRESHOLD DETAIL "E" ec cunWN SEE NOTE 4 SHT. 4 813.684.3831 c OS/10 0' ut N.T.S. c. Fr. TJH K. ar: RW WNO NO.: S-2151 m 5 or 8 1,NUIFAC TtURER IYA l SEE DETAIL 'F' 5HT. 5------........._. -- 6" 3'110 L 6"� 6' 3" 3" I- 6" b. � 13 _I II - I 13 I_ Typ SEE NOTE 3 SHT. 4 SEE NOTE I I - II II _- SEE NOTE it I I ;� TYP. SEE DETAIL 3 SHT, 4 6 SHT. 4 - Ni,j c 13 "F' SHT. 5 - ol - N o a TYP. SEE DETAIL - - "'o "C" SHi. 5 - - _ 13 - - SEE DETAIL N SEE OETAIL "E" SHT. 5 SEE DETAIL 'H" SHT. 5 TYP. n �• "E" SHT. 5 TYP. °f J N TYP. _ - - 13 - �- - SEE DETAIL "K^ -K^ TYP.- "M• SEE NOTE "G" SHT. 5 14 "M` 14 14 _ 4 SHT. 4 - _ TYP 7YP. 14 TYP. II I I �._ 6• F� 3" �-i -'i {F 6" 3"--i F• 3" 3"� i 3` 6` 6" 14 i 6" 3' 3` ' ® ®TYP. DOUBLE DOOR SINGLE DOOR W/SIDEUTES 453" GLASS BITE .463" GLASS BETE 33 1 32 40 1 32 34 EXTERIOR FXT RIOR 25 25 1G/LABS"STEMPERED 1/8` TEMPERED o' 40 GLASS 25" AIR O .25' AIR Q o . 'p ... SPACE Q O SPACE O . o. o � :a Q .:0 p :: ,0 x z � 1/8" TEMPERED z 118" TEMPERED GLASS Y GLASS N I R Y 41 IMERIOR x� 6 36 SEE NOTE 9 � 36 4 row 6 1 SHT. 4 z 41 ° a 25" STEEL a SE NOTE 1 .25" STEEL INTERCEPT - a INTERCEPT SHT. 4 SPACER SPACER .5" INSULATED CLASS W/ 5" INSULATED GLASS W/ 7CM LITE FRAME GLAZING DETAIL arc I ITF FRAME GLAZING DETAIL �o co ONO J u"1 O Lil 0 �OO LlCL t\ Z� F-- oeZ3 v'ttnn � OJ xZ �1J V ultra J OJD M` lei! K Q- SEE NOTE y3 4 SHT. 4 1 1 i-E-1 813.684.3831 e08 100 IM N.T.S. BY: 7JH C. BY. RW Wm NO.: S-2151 xr 6 or 8 4.563" 1.063" I— T T- In U) M20 21 2 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 28 LC4 --1 .097" 4 x 4 STEELDOOR HINGE I o t--1.077" �{ o 1.531' SIDEIITF TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE C . dT1 .526" 1.232"-- 33 .PLASTIC LIPLTTE FRAME _ FYTRIIDFD BTS 2.141 F 691"--I I t r� e L INSWING SIDELI7E 15 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL O m o in FC•, TOP RAIL WOOD COMPOSITE 4--- 1.53 t clnn rrc al euK 51DF 5711.E FINGER JOINTED PONDEROSA PINE 1.264" 0 N ^' h _ � n O� �--1.531 Fr_ Lerru SIDE STILE GOMPOSTTE Ttco 1 �r v 2.375" ---CK { L i,n o S5. BOTTOM RAIL 30 11 `�° WOOD LOCK BLO WOOD COMPOSITE u? FINGER JOINTED PONDEROSA PINE WOOD COMPOSITE Ot-- 1.531 ----4 EC BOTTOM RAJL o� W) .526" Ih�--- 2.713' TGM (TH RCS POLYPROPLENE) O PLASTIC LIP LITE FRAME EXTRUDED TCM �-- 1.255" —1 Imo^' FC. WOOD HINGE SIDE STILE 5.75" 1 N U 813.684.3831 N.T. S er: 7JH er: RW NG NO.: 5-2151 7 or E IP M rLtim I I AR SKIN .010 WNIMUII THK n RCLASSIC DOOR SKIN .110' MIN. THK FM MLASS BY THERMA-TRU rilh yieW streVh F mn. -6,000 si FlBERCLASS 2 FC. TOP RAIL 1.531 • x .94• THERM.1-TRU MOW COMPOSITE WO00 COMPOSITE 3 FC. LATCH 54E -TRU, MOOD C011°0SWE 1.531 x 1.209 W00D COMPOSITE 4 FC. HW SIRE HERMA-TRII FO&VERi1S/ PPS 1,531 z 1109 WOOD 5 FC. BOTTOM RAIL 1.531' x 125• MUNA-TRU 0000 COMPOSITE WW CNPOWE 6 POLYURETHANE FOAM BASF, 1.910s. DENSll FOAM 7 1 SHORT REACH COMPRESSION WEATHERSTRIP -TRU FOAM 8 1 LONG REACH COMPRESSION WFATHERSTRP -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 1110 x 3 4 I . PFH WOOD SCREW to From STEEL II IS& BOTTOM At1.531 x .94 T1f1M-TRW MODO LbIP(L41E WDOO COMPOSITE 12 110 x Z L.G. PFH WOOD SCREW STEEL 13 8 x 2 1 1 LG. PFH WOOD SCREW STEEL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG.)-STEEL 15 SIOELITE BOTTOM BOOT .090 EXTRUDED VINYL NYNYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK - 19 SEA A0.NISTM WI E THRE5HW ALUM. WOOD p x 1.2 HFALIER THERMA-TRU, PONDfROS4 PINE WOOD 21 x IK J4M8 - WO O 22 4. x 1.15 HWGE JWJB -TRV, POem6RO5+1 PINE WOOD 23 KWIKSET TITAN 700 SERIES DEAOBOL7 - 24 ASTRAGAL WINDJAMBER it WR561 .052 WALL ALUM. 6063-T6 25 GLAZING 1 2 INSULATED TEMPERED GLASS GLASS 26 SS. HBDE SRL 1HERUA-TRU, PONDEROSA PPE 1.183 x 1.SJ1 WOOD 27 8 x 1 L.G. PANHEAD SHEET METAL SCREW STEEL 6 WSWING DOOR BOTTOM SWEEP 29 8 WOOD 30 31 FC MO00 LOCK BLOCI( 2 M x 1.515 POHOFROSA PINE $S UTCH STpF iHERMA-TRU, M00O COIPOW 1.183 x I-Wl WOOD WDOO COMPOSITE 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE - 33 PLASTIC UP LATE FRAME BT5. THERMA-TRU BTS 34 35 RATX UP UTE FRAME CM THERM4-1RU 4.563x 1.25 BLANK JAMB -TRII PONDEROSA PINE 7 M WOOD 36 SIDEIlTE SIDE STUf THERMA-TRU 1.531 x .656 PONDEROSA P9IE WOOD 37 38 10 x 1 3 4 LG. PFH W000 SCREW SS. TOP PAD I.SSI x .94 R M-TRU MOOD STEEL 39 NOT USED - 40 SILICONE CAULK SILICONE 41 8-10 x 1 1 2 PLASCREW FOR ITUM 134 STEEL 42 Si1E1FIE i0P d 80ROM ROA -TRII IMI x .656 POIMCROSA Pff WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 1.531 " --{ rn L 38 "'- SS TOP RAIL WOOD COMPOSITE .592" N rn ;0 N O—{ 179" ON R CH COMER SIGN WEATHEREFIP FOAM CELL CORE W NYL JACKET 3" ' I 79" o, 7 .171 t'- O cOMPRE';SION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET n �i 0 O DRILL TRU FOR .357" DNA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER If WR68T STRIKE PLATE w 31 �1.531`� �c i errH ctnF STu F COMPOSITE M 1.531" �1.316"� O I� N 0 of 000 O U) cr n W Q . o ySS, WOOD HINGE SIDE STILE"- w0 a into %Z a W �1 O O�- �I��x7 �S o ASTRAGAL HAS 0 m 03 t m co n (2) 8.0" N BOLTS ® BOTTOM N BOLTS ®TOP 1.767" { 24 WINDJAMBER It WR687 ASTRAGAL (ALUMINUM 052" WALL TYP n _ TRAGAL RETAI r' 0 ','�r1 MATERIAL: C/R�Q I �•I do YELLOW CHRUMA E 813.684.3831 c08 10 0 ua N.T.S. a. m: TJH c Wir: RW wm NO.: S-2751 m 8 or 8 3UN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P.02 t' n.11�(l,C� j1em June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on )une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Cluck" 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 1/2") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 1/2" are acceptable as non-structural attachments when the window, door or mullion is installed using 'a 3J16".concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed 1 'h". The drawings dearly delineate the requirement that a minimum embedment depth of 1 IA" 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 i/. Therefore, for Florida. Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.2 of the Florida Building Code. 2540 Jewett Cane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 3UN-21-2002 09:52 MILESTONE WINDOWS 409 323 9729 P-03 AW PM(b .t�7'll.11 1.Klt�U1 �CIL�.IL A.: 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-C)g@floridaexr-ruders 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 61G15-23,0O1, F.A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. Me: 2002-LTR-RIA-009 `� 9111111►1/1/j/, ��"A. RX J. Aq,/ ��iii ('•�� i FIC O,QG� F 1 =* No. 4 5 TA • Z1 • r :t:�3o C�Zr�oZ 2540 70wett Lane, Sanford, FL 327YI-1600 • (407) 323-3300 • Fax (407) 322-3337 2 Must have a minimum cl, J i I rance of 4 inches around the air handler per the State Energy code. All duct has an r=6 Insutatlon value. W 0 x o W z 0j � o W� \Pq Rating r Im J ® :D CL J U) 4 m ® n ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE — & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD WI{H. (TYPJ (WINDOw HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRv'D. EQL. .c PERIMETER .CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY .OTHERS a 4 CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS 1-1/4' MIN. EMBEDMENT B.W. - (BUCK WIDTH) INSTALLATION ANCHOR ONE .BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS SHIM AS REO'D. RIGID VINYL 1/4- MAX. (SEE NOTES). - - — I GLAZING BEAD - - YP.) - t INSTALLATION ANCHOR (T., 3/16- DIA. TAPCON C SHIM AS REQ'D. 1/4' MAX. (SEE NOTES). FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) GLASS (TYP.)CSEE N❑TES) FLANGE TYPE 1-1/4- MIN.` EMBEDMENT D STU O BY ETHERS IV 0 . WINDOW FRAME JAMB CAULK BETWEEN { o WINDOW FLANGE PERIMETER & WOOD BUCK . CAULK BY OTHERS W.W. (WINDOW WIDTH) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK 's MAS'Y. _ OPENING BY OTHERS SECTION B—B FLANGE TYPE CONCRETE OR - WINDOW. FRAME MASONRY OPENING SILL BY OTHERS i a )" 7 PRECAST SILL a a A " BY OTHERS A B C NOTES: SECTION A —A 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. �y 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE „ MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE.. ~ (�'/I 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH B K VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) EXTERIOROF WINDOW FLANGE- USE SiLIC6NIZED ACRYLIC FOR PERIMETER SEAL AROUND W.H. F G j 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 REQUIREMENTS --OF ASTM / Q E1300 GLASS CHARTS. (� 8). LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE F I I \ a TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PsF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 7OPSF SIZE SIZE 12 18 1/8 x 25 B B F,G F,G F.G F,G 13 18 1/8 x 37 3/8 8 8 F,G F.G 14 18 1/8 x 49 5/8 8 B F,G F,G 145 18 1/8 x 55 1/4 8 B F,G F,G .15 18 1/8 X 62 8 B B 8 F,G F,G,H 16 18 1/8 x 71 B 8 F,G F•G`J•K 17 18 1/8 x 83 B e F,G F'G IH2 25 1/2 X 25 B B F,G F,G IH3 25 1/2 x 37 3/8 8 F,G F,G,H.1 1 H4 25 1/2 x 49 5/8 8 8 B F,G F,G,H.1 1H45 25 1/2 X 55 1/4 8 F.G F,G,H.I i H5 25 1/2 X 62 B B 8 F,G F.G.H.1 I H6 I H7 25 1/2 X 71 25 1/2 X 83 B 8 F,G,J,K F,G,J,K 30 1/2 x 26 29 1/2 x 25 B B 8 B F.G F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B F G, F,F.G 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 F G F,G,H,I 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 B F.G F,G,H. I 30 1/2 x 63 29 1/2 X 62 B 8 8 .G F.H.1 F.G.H. 30 1/2 x 72 29 1/2 X 71 B 8 F,G, F,G,J,K 30 1 2 x 84 29 1/2 X 83 B 22 36 X 25 B e B F.G F,G 23 36 X 37 3/8 8 B F,G F,G,H,1 24 36 X 49 5/8 B B F,G F,G,H,I 245 36 X 55 1/4 B B F,G,H,1 F,G,H.1 25 36 X 62 36 X 71 B B F,G,H;t D.E.F,G,H,I 26 27 36 X 83 B B F,G,J,K F..G,H,I,J,K 42 x 26 41 X 25 8 B B B F,G F,G,H,I 42 x 38 3/8 41 x 37 3/8 B B F,G F,G,H,1 42 x 50 5/8 41 X 49 5/8 B B F,G,H,I F,G,H,1 42 x 56 1/4 41 x 55 1/4 B B F,G,H,I O.E,F,G.,H,I 42 x 63 41 X 62 41 x 71 B B F,G.H.1 D,E,F:G,H,► 42 x 72 41 X 83 B 8 F.G,J,K F,G.H•I•J•K 42 x 84 48 x 26 47 X 25 B A,C F,G F,G F,G,H,1 48 x 38 3/8 47 x 37 3/8 8 B A,C A,C F,G F,G,H,I 48 x 50 5/8 47 X 49 5/8 8 A,C F,G,H.1 F•G,H,1 48 x 56 1/4 47 x 55 1/4 B A.0 F.G.H,t D,E,F,G,H,I 48 x 63 47 x 62 47 x 71 B A,C F,G.H,1 D,E.F,G,H,I 48- x 72 47 X 83 g Ar F.GJK DEFGHIJK 48 x 84 32 52 1/8 X 25 B A,C F,G F,G F,G F,G.H,I 33 52 1/8 X 37 3/8 B 8 A,C A,C F,G,H,1 F.G.H.I 34 52 1/8 X 49 5/8 52 1/8 X 55 1/4 B A,C_ F,G,H'I D.E.F,G.H.I 345 35 52 1/8 X 62 8 A,C F,G,H.1 F G,H,1 D,E.F,G.H,1 D,E,F,G,H,I 36 52 1/8 x 71 52 1/8 X 83 B B A,C A,C F.G.J,K D,E,F,G,J,K,J,K • 37 + 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. EXTRUDERS INTERNATIONAL, INC- EXTERIOR ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON 1 FLORIDA SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. q -1 TO PROVIDE MIN. 5/8 IN_ EMBEDMENT INTO WOOD BUCK. H �i 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS TITLE: INSTALLATION DETAIL PRINT.ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. ELEVATION SGL, HUNG FLANGE WINDOW SERIES 1000 1500 & 2000 1 1) WHERE WINDOW IS INSTALLED IN .MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE # 10 SCREWS OF r DRAWN BY: B B APPROVED BY: SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT AT VIEWED FROM EXTERIOR a -- DATE: 10/09/01 SCALE: N T S DWG.: F L E X 0016 ALL INSTALLATION FASTENER LOCATIONS- PREPARED BY: PRODUCT' & APPLICATION ENGINcERING, INC.; 250 INTERNATIONAL PKY., SUITE 25p. HEATHROW, FLORIDA32746-SHONE. 407 805-0365 FAX 407 805-0366 ' 0C,_ C N jAmB r- 1 X 2 X 3/$ I f B'-' WOOD—_ ACT_ v f BUCK BY OTHERS �i _ F LS;_M1;C.. '-TI--:r MASONRY 1 / r s .MIN: #2 X. 1/2 S 'T,AFFING S?ate j. I {• - - i SE-ATr.NT _ t TV`A_A r 2_,VE _= -. �Ju_It;hj_t�' y L i , - r, ei 1i .^'.,` , .l� -� 1 til �;� ! t t r,- S_ I - - -- F I _x 1�.1C TAP':*:� S'S --t -- -�� �` rr,r, - a r �\ PICA:- IMU il_:�i IU z.Jh�CKt{� y-rt�;:.i Wit= 1Git - -%s ' �C Itii� A jam j L t I �` i 'n _"/ i � ;�.�! ! it� l ��ar` �I�L `�fitK� it, X ! . ii_.+ I E U Y C ,/!±�`i X i/L - Y .i S 0,0 c.; i.'-_ - L,k •-•` t[3 t• 1�� [� - 't?.tC hC+ i�Cl�\ ` X 3 8 P.+1U S. �. �`. TL GE MULLi10tii �rl�i 5:�1. -� j{j 'v�Er ii_-_ iAfrlB (T YP.) i I H C-YP,% I JAMS ,Ty!+ : � � DE I `�wij U .. F - - - Jnl`.e,i Ii C X c!UB r G. F,_TAPPl.,NG SMIS X _/_ S- 0 { f- Fe 4 �!_ SE _. i i .- i�iS [ a! i r3TiL1"ti ANCHOR fAr'!'IL �`'�� t. -. j: I j J?F_.' I ly TP'j"fV 48 X 1/� Sc, I� SCRE-ld Atii'CHOR . t YR) T t i^ S 1 S E C� �'Pi�i i SAS i \ { i f r SILL CLIP .. t \ - �?a , -I/2 SE, r SEALH?r i` T'.ifttiV ; _—) t j �SE A, - f �c T 4iEi;1'v i `. \ SEALANT l:�i �+%^t'd ti- TI�1- N I,�: Si iS 4'.Nrjrl FLANGES 1�ULLI�h - I ; t/a• MIN, Ef'1 `i:.;.ifH` ^�T. Q WI.�AiD W' i1 FLANGES v IN UW FLANGES . .. 1 MULLION ,\ MULLIC'N Q r-r.-n l r, 1L.l.r i Elie Q `'-- #8 X .I-1/2 SELF .t2 t-i l? SCI .�-/y:tom: �tS SILL �` ri r- ❑ �L�� `HrP:NG SMS t AF�Iti� ,StiS J :_._ C 1 J` 1 1 t r -r, i� .\ C C -ION _� ii;:iJ =' . 1-r�1 r "A�`� ? - AD ITIO Q' ..,^._. HO �' �,r�E^2 RE,.. i Lll !VC R�.� REt7s I ! _ _ _.. �N X X s/8 i UI'E MIiLL InN JAMB ;TYp.� C #f2 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FLANGES & MULLION tt-7i� ii� A-i1. . uo rcr - T6UTvr- D-ETAI i +T:�'�' - j E EV I, vi. I $ X Up SELF �.. \+1`FWE Zvi ! `_X T r ROR E TAPPING SIi,S------__. __.^____�__---------_-- INTERNATIONAL INC - iEP ANT BC'T`. EE'J WIN77'w r Lai; cS eh";LLI N �- #8 ?t .-i/2 SELF TAPPING tPPI r SMS .7'!' i. it-:i�3 ---i-` I ;NI FLORIDA EXTRUDERS SANFORD, FLORIDA _7lr%0 � 2E SHEET I OF cTITLE:�: 'J `K Cam _ y : _ ! _ L; S EC T f Ei. K, SEE t THER S E < SHE E T c CIF7 F❑ `S T PRESSURE •RE r- PAC T T I ES - ' �' ;DRAWN BY: n� S APPROVED BY: a r_ a �m2 iTIATT.. / 7 i I :r I Q!''AT V. Ni-; \ 1 T1Wt'_ i ICAL DESIGN PRESSURE CAPACITIES -- SERIES 1000 ! CAPACITY I CAPACITY & 1500 FLANGE JERT CAPACITY CAPACITY ! CAPACIT 7A St ` 1 X4X 1 /8 1 X4X3/8 1 X4X3/8 2X4X3/8 . WINDOW i CAPACITY WINDOW 1X2X1/8 ;CAPACITY 1X2X1/8 1X2X3/8 MULL 1X2X3/8 ! TUBE MULL 3 x2 ex3 s! 1x2 7/16x1/8;1x2 7/16x1/81x2 7/16x / , / / TUBE MULLTUBA L T2B NCHo MULLTUBE 4B NCHOR L 1 X4X 1 /8 T4BANCHORSMULL T6BA ANCHORS-1 F T4BANCHORSL T6BANCHORSL , I TUBE NCHO S CALL SIZE TIP -TO -TIP TUBE MULL: SIZE 2 ANCHORS TUBE MULL TUBE 4 ANCHORS ! 2 ANCHORS 4 ANCHORS ! M A-A(3) cHaR E SECT. A -A 3 SECT. A-A(4) ;SECT A-A(4) ��; ;SECT A-A(5) ;SECT. A-A(5) :SECT. A -A 6 {SECT. A -A 6 k SECT. A -A 7 !SECT. A -A 1 SECT. A � !SECT. A-A(2) SECT A-A(2) 'SECT. i 336.52 1732.42 791.81 11187.72 791.81 1 187.72 11187.72 12 19 1 /8 X_ 26 { 336.52 732.42 ! 336.52 692.83 ` 336.52 - - { 732.42 --- 456.4fi 209.72-- y 456_46 f 493.47 ' 740.20 - 493.47 40.20 740.20 13 19 1 8 X_38 3/8 209.72 /--=------ 317.66 209:72 t 429.55 209.72 193.92 152.75 271.83 i 359.41 539.12 359.41 _ 5�39. i 2 ! 539.12 14 19 1/8 X 50 5/8. 131.23 1 131.23 ` 152.75 177.46 152.75 { - -` 194.97 319.55 460.17 319.55 ! 479.33 ; 479.33 145 56 1 4' 94.13 19 1 /8 X / 94 13 - 127.29 ': 127.29 - 135.81 139.09 - _135.81 -.119.85-- ` 136.64 .02 ; 423.03_ ; 282.02 1423.03 ! 423.03 - - 15 19 1 /S X 63 ; 65.97 _ 65.97 - - 89.21 ' 89.21 - - 97.48 -- 97.48 y_ __ - ------ ' 90:09 90.09 - - ---- 212.62 -- ' 212.62 1296.98 A _ 296.98 365.75 --------16 - _ 19 _1 8 X 72 ! 43.49 43.49 { 58.8158.81 36.45 ! 36.45 64.27 `r64.27 J 39.83' ---�----- 39.83 -- ---- - 55.84 _ __ -- - - 1131.79 .-. 131.79-- _- -- ! 184.08 184.08 -� ; 294.03 -- - - 17 ' 19 t 8 X 84 26.96 / _-�__ - ' 26.96 ---_- _ ` 262.87 ': 541...20 _ ---- 262.87 _55.84 _- - 572.13 -�- _ --- ! 262.87 -- -. 572.13 , 618.52 I --! ! 927.78 i 618.52 ; 927.78 1927.78 1 H2 26 1 2 X 26 262.87 -- / 6 1 2 X 38 3 a 157.93 / / 572.13 � i 239.21 157.93 --.. ' 323.48 - ; --- -- t57.93 - j 343.74 1157.93 1343.74 ;_ 371 .61 1557.41 371.61 557.41 i 557.41 1 H3 H4 �6 1 /2 X 50 5/8 97.25 - --,- { 97.25 1 13.20 131.51 - : 1 13.20 - i 143.71 - ; 1 1 13.20 ! ; 20 i .45 266.35 __--- 399.53 ! 266.35 I ; 399.53 , 399.53 353.55 1 - _ +- , '-193.89100.17 93.89_ 1102.59 ' 100.17 143.81 1235.70 339.42 235.70 353.55 1 1 H45 �26 1 /2 X 56 114 69.43 - ! ; 69.43 71.58 71.58 88`01 100.34 207.10 236.83 207.10 ! 310.65 1310.65 1 H 5 { r 2 6 1 /2 X 63 ; 48:44 ,^ 148. 44 ► ---- � 65.51 ---r--- - 42.99 .165.51 ; ! 42.99 46.98 - �-- - �-- 165.86 65.86 � t 55.44 1155.44 4 - 217.1 1 E 217.1 1267.38 1 H6 26 1 2 X 72 31.79 / -T-- , 31.791 I 28.99 �46.98 i 28.99 ! 40.64 1 40.64 1 95.93 ; 95.93 ! 133.99 ! 1133.99 214.02 1H7 { 26 1/2 X 84 19.62 I 1216.75 i 19.62 - T26.53 F26.53 i 471.75 j 216.75 471.75y- :, 1216.75 i 471.75 I_5_10 i 765 ! 510 765 { 765 22 X 26 37 , 471 .75 I - 216.75 - 122.22 ; 2 6 1 122.22 266.00 1287.57 1431.36 1287.57 431.36 1431.36 23 - - 37 X 38 3/8 122.22 1185.12 i 122.22 185.36 250.32 99.17 ; 85.36 _ _ r108.37 85.36 151.91 j 200.86 3Q 1.29 200.86 301 .29 13` 01.29 - T _ 24 - 07 X 50 5/8 73.3.4 -------- 1 73.3 4 `�---- 1 51.97 ! _ 70.28 ; 70.28 ' : 74.98 --�-- 76.79 174.98 -----�- 1107.65 __- i 176.43 + 254.07 176.43 ^- ' 261�4._64 ----} 1264.64_ 245 {37 X 56 1 /4 51.97 - -- 01 36.01 !_! 1 48.70 48.70 ! ; 53.21 153.21 j 65.43 I 9 ; 74.5 1153.96 .176.06 i 1 153.9fi ; 230.94 ! 230.94 _ ...___._ 25 E 37 X 63 _ ; 36 1123.47 i-1---- __` 31. 74 ' 3 i 134.69 - j 34.69 48.62 ! 48.62 _ 1 14.76 _; 1 14.76 ; 131.61 160.30 _4 197.41 26 I 37 X 72 1 23.47 { - { 19.46 1 .74 y { 19.4621.26 1 21:'2fi: 4 29.81 29.81 i 70.36 i 70.36 98.27 ! 98.27 156.97 27 37 X 84 _ 114.39 -` 1 14.39 14. 39 - 417.04 - 1191 .6 t -;--_- ^ i 394.49 __ 191.61 417.04 : .191 61` " i Q;17.04 . f 450.85 ; 676.28 j 450.85 1 676.28 E 676.28 32 53 1 8 X_26 191.61 2 t 4.14•�;'a.4.14 r 231.50 347.25 ! 231.50 1347.25 347.25 33 ' , �53 1 /8 X 38 3/8 98.38 14� 9.02 i 98,38 ! 201.51 __,. I 98.38 65.45 ; -- i 83.09 - - T - 00 231.01 --1Ti 54.00 �231.01 - 231.01 34 t53 1 S X 50 5/8 56.23 56 39.32 156.23 39 32 65.45 53.17 76.04 1- ; 53.17 156.73 -'_r- 58.10 _65:45d7y ! 56.73 ' t r 81.44 133.4$ - _I ± 192.22 ;- 133.48 1200.23 - ! 200.23 3453 - 1 /8 X 1 /4 - �_ { 1 36.40 36,40 39.78 39.78 ; 48.91 j 5_5.7i5 • ' lt5.0 i8 #--- 13 .60 _._... ; 1 15.08 _ 172.63 -_i_. ' 172.63 35 _ 26.92 53 1 /8 X 63 26.92 125.62 _ 35.92 `35.92 84.77 (84.77 ; 97.21 1 18.41 _� 145.82 36 53 1 8 X 72 17.34 17.34 23.45 23.4525.62 15.53 121.77 51.39 , 51.39 71.78 71.78 37 ! 53 1 /8 X 84 10.51 -1500 ° 10.51 14.21 14.21 15.531120.81 _21.77 SERIES 1-000 & FLANGE VERTICAL Y" INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES TITLE: H. . fL:� r Lfi:v:�L SHEET 2 OF 2 EKT M ji !� 1?ti DER, ► 0u1: 500 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON END. DRAWN BY: - APPROVED BY: FASTENERS REQUIRED .AT B) DESIGN PRESSURES GIVEN EACH ARE FO R 1.5 X - r�'t� ,-t i �' ^r SCALE: _ ' E' DATE.J _ / _ _ /0._ _ �-� DI�XG.: ? �tiv1� LG i`� 2 s P SHIM AS RE'Q'D SHEATHING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE & SHEATHING r INSTALLATION ANCHOR 1-1/8' MIN. 1-1/8' MIN. #8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS STUCCO cTYP.) CAULK BETWEEN OR SIDING DOOR FLANGE BY OTHERS & SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY.❑THERS OTHERS SHEATHING PERIMETER BY OTHERS CAULK BY TEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.) - STUCCO ❑R SIDING OR SIDING BY ❑THERS GLASS <TYPJ BY OTHERS SLIDING GLASS DOOR iielAU INTERLOCK DOOR FLY-2-fu" lCTUiy:: tar HEIGHT SECTION B—B uDERS HOOK STRIP DETAIL lJ�l. ��. , l u%+ - - A NOTE S — _- -I 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT. LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD a JAMBS. - - - / 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. SLIDING GLASS / 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT DOOR FRAME / LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE.CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING.. SILL- - B $ - PLACE INSTALLATION ANCHORS,. IN FRONT OF HOOK STRIP AS SHOWN- .. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT 1S APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. R 10) JAMB / SILL' CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.. 11) SHIM AS REO'D. AT EA- SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE I/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 r1 CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. - E X T E R I❑ R E L Ey A T I❑ N 14' SECTIONS NOT ALL CANAIGUBABIOLSLISTED HOOK STRIP DETAIL PPLYSHOWN TONINSTALLAT INSTALLATION DRAWING. ALLHOWEVER APPROVED INSTALLATION P EMBEDMENT CONFIGURATIONS. e p n 1-1/4' MIN. 15) FLORIDA EXTRUDERS I000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO f 2 PANEL DOOR SHOWN 2000 SERIES AND 500 SERIES- r p n c D D REV DESCRIPTION DATE IN I EXTRUDERS LIBERALLY .APPLY FLORIDA INT. INC. SANF.ORD FL. CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR. OF CONCRETE 3/I6'. DIA. TAPC❑N 'TITLE: SLIDING GLASS DOOR _ SECTION A —A - INSTALLATION WITH #8 SCREWS _ DRAWN BY: BB APPROVED BY: . FE 12002... ATE: 12/17/01 SCALE: NTS DWG #FLEX0027 SHT I OF -805-o7b5 FAx 4D7-805-0366 Poroecrn av- PannrrrT L APPLICATION ENGENEERING, INC., 250 INTERNATIONAL PKVY., SUITE 250. HEATHROW. FLORIDA, 32746, 407 #8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR 46 PSF TO 61 PSF TO UP TO 46 PSF T❑ .6I PSF To UP TO 46 PSF TO 61 PSF TO PSF SIZE AND SIZE UP TO CONFIGURATION 45 PSF 6o PSF 70 PSF 45 PSF 60 PSF :70 PSF 45 PSF 60 PSF 70 4068 XX, OX, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, ❑X, X❑ 60. X 80 6 6 6 8 8 8 4 4 4 6068 XX, OX, X❑ 72 X 80 8 8 8 8 8 8 4 4 4 8068 XX, DX, xO 96 x 80 10 10 10 8 8 8 4 4 4 10068 XX, OX XO 120 X 80 12 12 12 6 10 10 10 5 .5 5. 5080 XX, ❑X. XO 60 x 96 6 6 8 8 10 10 10` 5 5 5 6080 XX, OX, XO 72. X 96 8 10 10 10 10 10 5 5- 5 8060 XX, OX, xO 96 X 96 10 12 12 10 10 10 S 5 5 10080 XX ❑X XO 120 X 96 I2 12 12 12 6 6 6 50100 XX, 11X, XO 60 X 120 6 6 8 6 8 12 I2 12 6 6 7. 60100 XX, ❑X, XO 72 X 120 8 0 0 12 12 12 6 8 80100 XX ❑x xO 96 X 120 0 8 8 8 4 4 9068 OX❑ 109 1 /8 x 80 12 - 12 12 8 8 8 4 4 .4 12068 OXO 145 1/8 X 80 14 14 14 8 8 8 4 4 4 15068 OX❑ 181 1/8 X 80 16: 16 16 10 10 10 5 5 5 9080 ❑X❑ 109 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 OXO 145 1/8 X .96 14 14 14 10 10 10 5. 5 5 15080 DXO 181 1/8 X_ 96 16 . . 16 16 12 12 12 5 7 8 90100 Ox0 109 i/8 x r2o 12 i2 ' 12 12 12 12 5 7 8 120100 ❑XO 145 1/8- X 120 14 14 14 8 8 4 4 4. 9068 XXX 106 5/8 X 80 12 12 12 8 4 14 14 8 8 8 4 4 12068 XXX 142 5/8 X 80 14 16 16 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 12 12 10 10 10 5 5 5 9080 XXX 106 5/8 X 96 12 14 14 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 16 16 10 10 10 5 5• 5 15080 XXX 178 5/8 X 96 16 12 12 12 12 12 6 7 8 90100 XXX . 106 5/8 142 5/8 X X 120_ 120 12 4 14 14 12 12 12 6 7 8 120100 XXX 12 12 12 8 8 8 4 4 4 10068 Oxxo 119 5/8 X 80 14 14 8 8 8 4 4 4 12068 16068 OXXO ❑XXO 143 5/8 191 5/8 X X 80 80 14 18 18 18 8 8 8 4 4 4 12 12 1 1 1 10080 ❑XXO 11 5787 96 12 14 14 10 10 1.0 5 5 5 12080 OXXO 143 5/8 X 14 18 18 10 10 10 5 5 5 16080 ❑XX0 191 5/8 X 96 I8 12 12 12 12 6 7 8 100100 OxXO 119 5/8 ' X 120 12 12 14 14. 12 12 12 6.. 7 8 120100 ❑XXO 143 5/8 X 120 14 18 19 12 12 12 6 7 8 160100 OXX❑ 191 5/8 X 120 18 12 12 4 4 4:. 10068 xxxx I1 1/4 X 80 12 14 14 8 8 8 4 4 4 12068 XXXX 141 1/4 X 14 16 16 8 8 8 4 4 4 16068 XXXX 189 1/4 x 7 80 16 12 12 10. 1D .. 10 5 5 5 10080 XXXX 117 1/4 96. 12 14 14 10 10 10 5 5 5 12080 XXXX XXX-X 141 1/4 189 1/4 X X 96 96 14 16 16 16 10 10 10 5 5 5 16080 12 12 12 12 12 5 7 -8 "i0Q100. XXXX 117 1/4 X 120 12 14 14 12 12 12 5 7 8 120100 XXXX XXXX 141 1/4 189 1/4 X X 120 120 14 16 16 19 12 12 12 5 7 - 160100 F LO R I DA EXTRUDERS INT. IN.. SANFORD, FL. TITLE: SLIDING GLASS DOOR r� INSTALLATION WITH#8 SCREWS J(, ENGINEER DRN, B B DATE- 12 / 21 / 01 NCHOR QUANTITIES. DISCIPLINE= CIVIL SCALE: N.T.S. DWC, no- FLEXDD27 FL. PEG. NO: - REV. LETTER: SHEET- PLAN: 1928 I I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEOINNING WORK. 2. ON —SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB —CONTRACTORS. EACH SUB —CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 5. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL -APPLICABLE' LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATION5 AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0". ALL I'7XI1 PLANS ARE DRAWN TO THE SCALE 1/5" = I' —a", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = I'—O". DE51GN PARAMETERS BASIC_WINE) SPEED = 90 M.P.N. (FASTEST MILE) 110 M.P.N. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.I8 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -18 PSF - ROOFS = +20 , -20 PSF (-30 PSF AT OvER:HANGS) SHEET INDEX SHEET NO. C Al A2 A3 A3.1 A4 A5 Si S2 SP SHEET NAME - COVER SHEET - FOUNDATION PLAN, FOUNDATION DETAILS - FLOOR PLAN, INTERIOR ELEVATIONS - EXTERIOR ELEVATIONS, TRUSS LAYOUT - STRAPPING SCHEDULE - ELECTRICAL/HVAC PLAN, RISER DIAGRAMS - LINTEL DIAGRAM, LINTEL LOAD TABLES - STRUCTURAL DETAILS - STRUCTURAL DETAILS - STRUCTURAL DETAILS FOR OPT. CVD. PORCH VANGARD &SI�R�SAN� ENGINEERED BY: FOR&JACOBS ENGINEERING HOMES G � 1 -Naria`Virgoia.caparros, P.E. 1. rida Cl6ense #,51989 c` i I i i �� 8s I s designedby. nl. � d awn by. dmw design checked by. aww data: 01-22-1 sheet. C Of. PR 0 3 2003 SL 3\' CONC. AB W/FlBERMESH OVER 6 MIL VAPOR ARRRER OVER TREATED COMPACTED FILL CMU � GRADE _J 2 ¢ 5 BARS (DONE SLAB -- CMU ONE STORY 3\' CONC. 9A8 W/ FlBERMESH 2X WD. STUDS o 76' O.C. O 6 MIL VAPOR BARRIER OVER 2X P.T. BOTTOM OVER TREATED COMPACTED FILL PLATE W/ 7/2�1(e'AB. 32" O/C AND Q" 32' O/C n i !L � GRADE 16" 2 / 5 BARS H MONOLITHIC SLAB — FRAME ONE STORY 3\\" CONC. SLAB W/FIBERMESH NON LOAD (iRG. WALL OViR 6 MIL VAPOR BARRIER - 3 ,/2" 1 B 5 REBAR CONT. OVER TREATED COMPACTED FILL W/fIBERMESH 3 1 2' CONC. SLA OVER 6 MIL 1/ 5 REBAR CONT. W BERMESH W VAPOR BARRIER 1 ® 5 REBAR CONT. OVER TREATED VAPOR BARRIER COMPACTED FILL OVER TREATED COMPACTED FILL 1 GRADE n! TH LA SSE X ®ENTRYD SCONCN PATON BIO$RING ( D NON SBEADRSI� SHOWER Z NON BEARING ®G ARAGE 25' MIN. LAP CORNER BAR . N L P I. STD. HOOK 5 BAR 8x8 LINTEL FILLED IL \ NI»5 CONT. 5 HORIZ. BAR - .. �I. � I `� Cf1U C. FILLED TOP COURSE VERTICAL REBAR W/I -5 I - SEE PLAN CHAIR BLOCK LB LINTEL BEAM REINFORCING SINGLE COURSE LINTEL CHAIR BLOCK UNDER FRAME 3/4=1-D ANCHORAGE TAPCON: SHEAR STRENGTH BLOCK TO EXT. FRAME CONNECTION (TYP. SPADING) TAPCON: 3/ts" ®1z" o.c. EXP. BOLT: 1/2' 0 48- D.C. J— BOLT: 1/2" 0 48" O.C. X TEST REPORT N 150-20068/ - PROFESSIONAL SERVICE INDUSTRIES.lNC.SEE MFG. SPECS. - FOR BIT SIZES & TECHNICAL INFORMATION _ I I EXPANSION BOLTS: - I 1 RAWLS SHEAR. STRENGTH ANCHOR ANCHOR LIGHTWEIGHT DIA. EMBEDMENT HOLLOW BLOCK 3/16" 1-1/2" 846 LBS. 1 /4" 1075 LBS. PRODUCT LOCATION. EMBED DIA. N. EDGE ALLOWABLE ALLOWABLE DEPTH STANCE- PULLOUT SHEAR GROUTED 1/2".5" F2_5" 761 LBS. 1765 LBS. RAWL-BOLT MASONRY 2.5' RAWL-BOLT CONCRETE 3" t 2" 1831 LBS. 2537 LBS. PASSING TAIL THROUGH TES PIPE STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING. THROUGH FLX 2 SIZES LAMER THAN SL GROUTED SOLID PIPE PASSNG'THROUGH 2 AROUND PIPE PI SLEEVE `i SEE FOUNDATION PLAN `` I FOR REBAR QUANTITY - T % 1 5 MBAR WITHIN FOOTING �`i% CONCRETE FOOTER W/ 25' MIN SPLICE OVERLAP' (SEE FOUNDATION FiNJ FOR SIZE) TYPICAL FOOTING DETAIL I n MONOLITHIC, FOUNDATION DETAILS MAXIMl1M SPACING OF FILLED CELLS UNGROUIEO CELLS THAT CAN RESIST A 100 M.P.H. LOAD DESIGN WALL PRESSURE T = 22 PSF MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS 15 25 P.Sd. - AL.I. 531 TABLE 10.1 SECTION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43' (MASONARY STRUCTURES A.C.1) M = .1-1 /B, 5 = WL`LX12/ 8XT = 95.43 , 1 = ICIA FT. USE 8'-0" HORIZ. SPACING - W-4" CEILING MAX (FS = L2) 115E 61-0' HORIZ. SPACING - t0'-0' TO 12'-8' CEILING MAX. USE 5'-0' HORIZ. SPACING - 12'-8' TO 16 CEILING MAX. • ADD LINTEL W/ (U #5 CONT. M 9'-4" W.T. (-/- 8") THIS 5T13CTI1RE HAS BEEN OE-SIGNEO TO MEET. OR EJfC® THE ILL MPH. 3 SEC3NO ISUSTS WIND LOAD REMIREMB4T5 LF THE FLARIITA H11LDI7� ED13E 2001. Maria Virginia M.gRlCjIN€ENGINEEFUN for�ice P.E. OPTIONAL 3r' X 42" X 4'COW-. PAL ITNG EEVE SHALL IIZES LARGE 'E PASSING HICKENED ,LAB UNDER MONOLITHIC FOUNDATION PLANS ® _,_. 1 m � m V/ J 0JIa— _0LW �- z 0 =,0z 0Q0 �ZZ0 Z) z LL0 LL J W 0 5 rer;s>a,s eels: as..sty designed by. N drawn by. dm design checked by. aww date: 01-22-0t sheet Al Of. B _ 7 sPLasH s e KITG4EN A SCALE- KITCHEN c SCALE- I/4"=1'-0" BAN E SCALE- V4"=I'-G' INTERIOR ELEVATIONS 0 s 0 0 M KITCHEN B SCALE- V4"=I'-0" BATH D SCALE- I/4`=1'-0" 2•_$n p 'LIT OPT. SHOWER 36` FIREPLACE 1 ILA! !,'EARTH I UL 41 I nl LADE ouTfVE TIGN AIR I I I JIL RC 9'FLAT 'J 3/16" 1 I PT. FIREPLACE 0bs=4 - MISC. OPTIONS ALL 91Po�TURPL 4gOD HEADER9i I- BE DGVB..E 3" x 9" 1➢:LE99 NOTED NOTE: SEE FOUN'J:aTION PLAN FOR FILLED ,! I_l LOCATION- 1 , I I I I I I I I I B-✓ A.F.F. L`N �.� - NOTE FRAME WALLS TO BE 3 I/� UNLESS oTHERW!SE NOTED. Q Maria lair giaia C,aparros, "P.E' ; ` AREA GALGULATIO _ I IST FLR LIViNC, 192 SF �tf(1S/ NE GARAGE: 4 SF ��16F�' COVERED ENTRY: T 5F Iorida Li a IS6 # 539.89� ENC- NEERING TOTAL: 2 bl 5F \ v `1 OPTIONAL AC LOCATIGH LONG. PATID 40. 0:: (W 2554+21/ -28) EBRETTSTSjTTTI 02551 2E b'e E,'OXE,'8 SE, Il (+21/ -25) m s sN p I 8' FLAT — I w M. BEDROOM l'-6 3/4" s 1 e• FLAT _ _ _ _ _ GREAT ROOM I RIG V rLAT R5 -0 G ' B W-6 1/1"©F - .. 2 I C L — x 1 Ln n1 BEDROOM 2 KITCHEN " T+ N 6' FLAT - tl i I C 6 ISK � I I In ry WNN i B TH I I J TA N O 0 T N m v 0 — �Wli W ' 2'6x6'D I_. SH L NN L^ � I 5 II' �" = m N N w w ry Ir-z In - I e DINING BEDROOM 3 s 6' FLAT e' FLAT I v I I I I ,• VkTiT.:hl-cLF - m DRY. I VENT VAULT GL T � f L/ 4 I Arne ar oRn X : 61 FLAI NG NOTE: AIR HANDLER TO HAVE MIN. O'r 4" CLEARANCE ON rtN. 12' d 1/4 ALL SIDES AND 1•CLOSURE --- SPACE SHALL BE MIN. I2° 5•-9:: '-2 I/A" WIDER THAN APFL :GLACE I VIt I 068 I m GARAGE FOYER V FLAT V O 6£bB el -FOLD FLOOR PLAN 'A' va•'=ro BEDRM #4 &' FLAT 0 20'-0 3/4" - IT-0 3/4" SENTRY (2) 255H' eLax eon. _ cHotvs aa° orc - (+ZI/ 28) I - -1 ❑" O.H. GAR. UR.(+19/ -29) _ -------- -- 2•_ (+19/ -29) 16,_0:• ._4^ 2'_0" - 13'- VI6" PARTIAL FLOOR PLAN 13' 'G' eDeur 3'OXB'8 12'-0 3/4" es 20'-0 3/4" (+ZI/ -2� ENTRY (2) 255H Trm corms <e° o/c (+21/ 28) .. lb'-O" X T-O' O.H. BAR- OP'.----- (+!9/ -29) — — I,FAz PARTIAL LOL" e E EVi 6 e" 6 8 2'_0" 16•_0:: P_412•_0• 5•_4" 13'-4 VI6" 40'-0 1/16' FLOOR PLANS z 0 Z Q W �+— W OG� 00 O LL W- . I— z 0 Ln NN N N tL- W;; $� dE F 2� a E g� rQ ^ 00 y N �_e e � W �3 s O55. 9 4 designed by M _ b drawn by-dm design checked by. aww a dale: 01-22 01 sheet: y I A.2 of: NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRUSS ANCHORAGE — NOTE: 1) USE (U TYPE "C' (OR INTERCHANGABLE TIE) FOR TRU55 TO FRAM WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (- 2) USE (U TYPE "A' (OR MTERCHArY. ABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UNO.) 3) USE EHUN26-N (OR INTERCHANGEABLE TIE)FOR ALL JOIST HANGER CONNECTIONS(UNO) 4) USE (3) I&d OR (31131. 3 V4" PASELODE CAN NAIL TO FASTEN JACK TD HIP GURDER (T46) 5) GABLE TRUSSES REQUIRE (U TYPE 'A" OR (1) TYPE 'C' STRAP AT 48. O/C FROM CENTER OF TRUSS. SEE POST STRAPPMC= ON III. AND 21d FLR. PLANS • FNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR HAND NAIL DESIGMAT10N5- NAIL VALUES: BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 88c -'JAILS AND SPIKES - LATERAL LOAD DESIGN VALUES" NAIL SHEAR VALUE (11 e0 8d 103• 10d f25• 16d 149• 40-0-0 a ROOF TRU55 LAYOUT S' 4 'G' me LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. TC LIVE:20 psf SPACING: 24" O.C. TC DEAD: 7 psf BC LIVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf DRAWN BY: KSB TOTAL: 37 psf DUR FAC: 1.25 O yI d3 0 cl cl LSTA-30 "D" STRAP ose Ff (3) TAPCONS (TYP.) HALF COLUMN DETAIL r-- FRONT ELEVATION 'G' STUGGO DETAIL 5GORED BANDS HALF COLUMN DETAIL 1 ENGINEERING } m 0 SCs1LE- MT.$. 1/8' STUCCO ON LATH - ROOF PITCH WOOD STUD EXTERIOR WALLS (TYP) 12 sEEoerUL 5 E m-mom NEONMEIN, W'NONE, !m ME � in .. mm � ■■■RI. = ■■■ONE _ ■■ ■■■ — —!■91 - NEE _I■■■ ■■■I=[ RIGHT SIDE ELEVATION SCALE: 1)8" . I'-0" O O OFF RIDGE VENT O CEMENT El El TEXTURED 3 FINISH (TYP_) Q LEFT 51DE ELEVATION SCALE: US' " 1'-0" SHINGLES U C) I— Z Z OO \Q\ W in J (n W W ~ L o WO w LL W GABLES (TYP-) Q. co ss ROOF PITCH I 1 I I 12 OFF RIDGE VENT COMPOSITE SHINGLES 5 reva wrs_ ❑ CEMENT ❑❑ — Maria vir I, TEXTURED m FINISH (TYP-) ------------------------------------ Florida Li REAR ELEVATION designed by. nl drawn by. d— design checked by eww Zia -ca arr da6 01-22-01 sheet cerise # n1ai iA3-C . APR 9 SCALE: 114' - 1'-0" O, 3 '2�03 = Of - I 5i=50 GYMPRODUCT CODE DESCRIPTION COMPLIANCE LISTING FA5TENER5 DE516N LOADS (LB5) UPLIFT MAX. DFL/SYP SPF 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 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q SP4 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 BC46 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 If HD2A HOEDOWN TO 3" WOOD NER 393,469 12 5 8" 0 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1 I 14-10dx1.5" (2)ply 14-10d — 1735 1495 LL IHHETA20 CONCRETE STRAP NER 393,469 (1)ply 17-10dx1.5", (2)ply 15-16d — 2130 1860 00 IMTT28B HOLDDOWN NER 393.432 24-16d AND 5 8" OR 3 4" DIA A — 4455 4455 00 Ia N m !� �€a gli 0 designed by. N. Maria Vlrglaia mown br dm design CaparroS P.E. d oaW. 01-22-01 WREICANE sheet ENGINEERING •ma q.wn �orida Icen�e # 53989 f A3.1 . \ I ;,APR, 0, 3 2003���. Of: I ,� ti LOAD TABLE MODEL 1326 QUANTITY —EQUIPMENT CONDUCTOR LOAD 1 RANGE 40A 2/P 8 10000 1 DRYER 30A 2/P to 5,600 [i 3ll I PISHWASNER 20A I/P 12 1200 1 REFRIGERATOR 20A VP 12 540 I DISPOSAL 20A UP 12 w I WASHER 20A W 12 1500 2 2 SMALL APPLIANCE 20A VP 12 30M 6 6 GENERAL LIGHTING 15A t' 14 5850 I 1 GARAGE DOOR OPENER BA W 14 600 6 PADDLE FANS Of,) 15A I/P 14 500 SUB -TOTAL (UTATTS) 30230 15t 10000 WATTS AT 100% 10000 WATTS REMAINDER 40% 8016 WATTS A.G. 3000 WATTS TOTAL 3000 WATTS - TOTAL LOAD AMPS W.13 AMPS SERVICE SIZE AMPS 2 / 0 SER CABLE d Lu METER d 9w aT n 150 A MLO PANEL 04 BARE C.N TO PF'L TRANS 8" GROUND ROD 1928 ELECTRICAL R15ER VIAOJ150 A 4 WIRE RANGE 8/3 W0J DRYER 10/3 W9 SMALL APP_ 12/2 W3 LIGHTING CIR 14/24 W9 SERVICE 0 N.TS. 2' VTR 3" VTR . IV!" 112• LAY LAV 2' YTR 2 w 3' 3- TUB 2' 3• CO ffi WLV 3• LAY 1 V2' 3. LAY 2. 2. 3 3' 3. WPt 3. 2- 3- �� � Ig28 PLUMBING RISER DIA6. p 10 ® KTS. ELECTRICAL LEGEND 0 1NFLE% RECEPTACl gr � CROUND FAULT RRNCATOR AHATER. PF9OF -OW TELEVISION OURET 2T0 MOLTS PH PHONE OUTLET To A/C DISCONNECT ® EXHAUST PAN -M. SNITCH -O POWER OUTiON --kJi• 4 WAY SNTCH -O m DOOR DELL --Oi3 3 WAY SNITCH p �- INCANDESCANT UGHT Sb{ DOORBELL CHINES - RECESSED LIGHT ® SMOKE DETECTOR CLC. MWNT -- v VAPOR PROOF {® SMOKE DETECTOR WALL MOUNT SNITCHED OULET © JUNCTION BOX FLORESCENTF E ® ELECT. PANEL D iLDOD LTGIITS D �ceaa� FAN MORE 214 (4 DUIB) WRAPPED FLUORESCENT_ ao x aa• 13Y BLOW. FROM ,3RL OPTIONAL 30 TON 240V 1 PN 5 KW W NOTE: SEE ATTACHED HVAC FOR ELECTRICAL PLAN CORRECT PLAN: DO NOT USE 0 HVAC LAYOUT ON THIS SHEET. va =r o• Hs 1 rn Q Q W o W W Q U �vz UERm J U wwJ w a" LL w •J s 00 CN fit wsI Q ' $ Ol. revW,ns: Oelr. d.—q- designed Dy.nl. draMm Dy. amw design checked br D— data: 01-22-01 sheet A4 Of: Lj 1- _ z _ b p W VI W EL v a C u a a a �p87P�a� i9��gggs�i6G9y0= PW�9�pW ea°€FV�18q��Ali i� I6tgF��� �W-1�p�a�� mas���95�� F D Wa��ggAIIgN�j�{{FA I@@��c�5�77�p���g�yg �yy �nn _$ i16��li�ilh Im�ARpp y��:pp MNMAF Sm� F 6�I]��i eBp�UNION; S ���R�Q�gl3ry �SSd a�_����¢ [Y m ��*Wf�TC ��C�0800098000000 ����aoaoa000aooao �C�0000008a00008 0�0800800000080 0�000800�0009001 ��9098�9 808000 080000000000 XXX LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS t I Il'-4" 8FI2-IB/IT ALLIED LINTEL: A-13 L 2 -l'-6` 8FI6-IB/IT ALLIED LINTEL: A-5 L 3 8FI6-IB/IT ALLIED LINTEL: A-5 L 4 l'-6" 8FI6-IB/iT ALLIED LINTEL: A-S L 5 4'-5" 8FI608/IT ALLIED LINTEL: A-3 �'-6" BFI6-IEVIT ALLIEDLINTEL: A-5 l'-6"8FI6-IB/IT ALLIED LINTEL: A-5 EE3, l'-6"ALLIED LINTEL: A-5 4'-6° 8FI6-0BlIT ALLIED LINTEL: A-3 L 10 4'-6" 8FI6-DB/IT ALLIED LINTEL: A-3 L II 4'-6" 8FI6-OS/IT DFrF. GAR. SVC. DR.; ALLIED: A-3 L 12 4'-6" 8RFI4-0B/IT ALLIED LINTEL: A-3 �N Ww � "- age Z �o o � �r �. � r. � ❑ . m m❑m m m P mm m W n ry P �I Sri N N N O O � ❑ � r m� rym a i m ❑ ry 2 mwav �❑mr�i L4i°m� o m❑�m�Qa ❑ ❑9ar� r'io ry a m a `W ry ❑��m_- ❑$N r� �°� °a ❑mmm aom m y��a ue� > R x2I'I ,I ��-III pig zup;0p lama ❑=rvFin P�oa ga�P o ivm afn � N p W N m'tUliD rmo' ❑ _r�mc ul 8,n"'¢ bm t `o�ppyf!❑q$3 m ru ° wuNuJkf 5 ❑❑❑mTT it I _a-!J kk�751-LL Ifi�� wtl`s�¢ O F-�'.t"i�SSh� ��p]�p- 7hzE B•B�e��'`y�.8.�_m 4mpua',°rap e�J��< 0 H�bbJ�9�rc�B9E9?H Z i1yy�lE�w�iY�L ����JHZ��Of E:J O�Q <�V'z��i �❑�E... � � -- �= rimi ai �dLr rvnie vi rvni dr wr -eui 'd r,d c ° 319V1213d sv s7laVn. BFIZ-IB/IT 81ZF14-OB/IT8F16-IB/IT 8FI6-OB/IT LINTEL SECTIONS------------- 51 rn p - oy m N N m ° N m m - 3m❑❑❑ x�°000 ❑9❑ �°❑� r�tv a��.o.�°ma� ry °rvmm _rvr m m 000❑❑ mr.ry m a m ,�ry ❑ x'�' ❑o ❑❑ O❑ 4m m ❑. i➢ p ,�99 ve:mry m aN_ o�rm w 0o nna❑ `,a y❑ rv. o "mm LL99 � 0 ❑ ❑ ❑ ❑ �iiii�_ ❑� ❑ m '� u7 0 � aN g L9 In `1J L11 UNFILLED 5 MBAR AT TOP MIN. (U REQ'D 1-12' CLEAR U = GMll. m � GROUT Ln Z • 5 REBAR AT BOTTOM OF F .FILLED UNTH GROUT / U ° .9 • • LINTEL CAVITY r - INFORCING I aUANtITY OF 5 REBAR AT -5/5'AGTUBOTTOM RE . PROVIDED RJ LINfff TEL �BOTtOM OF LINTEL CAVITY 8° NOMINAL WIDtN (vARIE9) 8FI6-IB/IT NOMNAL WID1H-j - � `QUANTITY OF 5 NOMINAL NEIGNT REBAR AT TOP .TYPE DESIGNATION L8 L7 L6 1928 LINTEL DIAL. (GAR,�_L �fT, F Marla !litglaIa Caparros, P.E. 1 �sr�r�isRn� ENGINEERING FIOfI I�0 289 � of m :8 .s €g`g sus E w �s $ ire designed by nI ara.n, by- dmw design cnea:ea by. aww acre: 01-22-01 sheer~ A5 Of NOTES: CAST-CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS L Ft prersist Illrtels = 3500 ppss1. 2 Ft prestressed lintels = 60D0 psi. 3. ft grout = 3000 psi w/ mcnctmum 3/8" aagqgqrregate: 4. Concrete mosorry units (CMIU per ASTMr90 w/ minimum net area compressive strength = 1900 psi. 5 Retar provided in precast lintel per ASTM A615 GR6O. Field rebar per ASTM A615 GR40 or GR6171. 6 Prestressing strand per AST A416 grade 2-10 law relaxation. 1. 1/32 wire per ASTM A510. 8 Mortar per ASTM C2-10 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2 Shore filled lintels as required. 3 Installation of lintel must comply with the architectural and/or structural drawings. 4 Lintels ore.morufactured with 5-1/2" long notches at the ends - t0 acr ommodute vertical cell reinforcing and gqrrouting. S. All lintels meet or exceed L/360 vertical del'Fection, except lintels Il'-4" and longer with a nominal height of 8" meet or exceed L/180. ElBottom Field added rebcr to be located at the bottom of the lintel cavity. 1 1/32" diameter wire stirrups are weldedto the bottom steel for mechanical anchorage. 8 Co5t-in-p1mce concrete may be provided in composite lintel in lieu of concrete masonry units. y Safe load ratings based on rational design analysis per ACI 318 and ACT 530 SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled. lintels must be reduced try 2096 if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the Section specified. 4. Safe loads based on grade 40 or grade 6O field ret>ar. S. Additional lateral load capacity can be obtained try the designer t71 providing addional reinforced masonry above the precast lintel. 6. One #1 rebar may be substituted for two #5 retiors in 8" lintels only. 1. The designer may evaluate concentrated loads From the safe load tables bl calrulating the maximum resisting moment and Shear at d-away from the face of support. 8. For composite lintel heigqhts not shown, use safe load From next lower height. 9. All safe loads in units of pounds per linear foot. ,A 8" PRECAST W/ 2" RECESS DOOR U-LINTELS c•+� c'�Q*• GRAVITY LENGTH TYPE BRIl6 8RF60 81 64B 10 0 IW113- I4 e 1448 O-O 8RF18-IB 22 22- -i -0 -i 4'-4' (52") PRECAST 1489 1591 3053 2952 3954F 5904 6880 1821 3412 4982 6412 9416 10818 4'-6" (54") PREC. AST e51 1449 2152 2114 3600 5315 6264 IlO2 3412 4982 6412 -941E 10818 S'$° (68")PRECAST '1B5832 r^-' I550 205E3015 35851157 2112 4014 6412 5814 fi839 5'-10"(l0'�) PREF-AST -M T9 1500 I449 1924 Z8% 3352 1111 21 1 1 11 6412 5450 64u6'$" (80") PRECAST 822 90lI61125% 3812 4522 901 1611 2933 4100 6130 8111 6101 (9D"J PRECAST 665 %i 1311 2252 1958 - 2451 2944 3439 %4 1377 2329 3609 5492 6624 5132 9'$" (Ili]") PRECAST 311 420 834 1253 loll 1342 1614 188E 535 928 1491 21-19 _2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U-LINTELS E+m UPLIFT LATERAL TYPE LENGTH enF6-1T eNFlo- eNr Tam=es-rr ert�-I er�zr.-1 -1 8Ru6 BRF6 ews-zr io- BPFi4- o- 2z- 26- (S2') PRECAST__ 4 ISl3 2413 3260 4112 4961 5825 932 932 Q44 1519 2339 3110 4008 48S0 559E (54") PRECAST 1192 I507 2311 3121. B931 415E --5511 853 853 u92 1455 Z240 303 3831 4643 5453 (68") PRECAST 924•I f795 24Z3 30-6 3689 4325 Sol 501 924 1132 1141 2351 2918 3603 4230 (10°) PRECAST 896• 1138 1142 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3491 410E (80") PRECAST 118 882 1513 : 2a42 2513 3101 3642 030 1100 118 955 1468 1981 2509 3035 35fa3 t90'7 PRECAST 6B8 69-1 1325 1810 2280 2153 3221 110 941 688 8M I3O2 1%2 2225 :2 3151 (116") PRECAST 533• 433 808 IIZ3 1413 rA4 I995 516 614 533. 52l i®9 1369 nZe 2088 2450 *REDUE.E VALUE BY 15% FUIK 1JIZALJt 41-1 I-ItLLJ Kt=LINK 8" PRECAST & PRESTRESSED U-LINTELS �"s'`C►R.,. GRAVITY _ T1�E LENGiH �� 2- I6-oEl 200 24-0 -O 8F8-IB 8F12-IB WI6-18 WT211 W 24-I 28- -18 2'-11'34'/ PRECAST 230 316E 4413 6031 15M 91-104 10412 11936 316E 44T3 6039 1526 9004 10412 1193E 3-6" (429 PRECAST 230 3138 3311 4689 6001 -05 86M 9941 316E 4413 6039 1526 9o04 10412 1193E 4'-0" {48') PRECAST 2021 2325 2496 3451 4438 5410 6384 1358 2646 4413 E399 152E 9004 10412 1193E 4'-6" (54") PRECAST -1651 rel 1913 2651 3403 4149 489E 5534 2110 4021 6039 %26 9004 10412 9E68 5'-4- (60 PRECAST 1184 1223 130I 1809 2311 282fi 333E 384E 1665 2889 SOSI 609E 5400 6424 1450 5'-10.00') PRECAST 912 Ids 041 1a14 1889 23oa zlzl En 122 1459 2464 4144 5458 4431 5280 6122 PRECAST 93l a55 2101 3263 214E 335E 3911 4585 1255 2101 339E 52EO 1134 1 8995 6890 l'-6' (90") PRECAST lfil 1029 I615 2385 1994 2439 288E 3313 1029 1515 2610 3839 5996 MO 5041 9'-4' (112") PRECAST - Sl3 632 1049 1469 1210 1482 1"154 2021 %B 1212 1818 2544 3459 4030 321 PRECAST 456 482 802 1125 915 1122 1328 I535 6S8 1025 1514 2081 2T14 '9130 2404 II'-4" {I36") PRECAST 445 598 935 1365 1854 2355 I-193 2015 935 - 1365 1854 2441 3155 4044 12'-O'(144") PRECAST 414 864 1254 IUYI 2014 15M 1818 1 554. 1693 2211 2832 9590 13'-4"(160") PRECAST 362a 126 1028 133t 1635 1224 1418 K5:45 101E 1438 1855. 2343 2920 4'-0"(1EB") PRECAST 338100 648 919 1190 1452 1081 1250 1003 1315 1114 2153 266E W-25"(115") PRESTRESSE N.R. NR NR NR l NR NR 465 165 I310 2045 2610 3185 3165 15'-4' (t841) PRE5TRES5E N.R.. NR NR NR NR NR NR NR 420 695 R50 1 555 2310 2890 3410 (208')PRESTRE'-C-ElN.R. NR NR NR NR NR NR NPI1'-4' 5313 950 140o 18M 2200 2600 19'-4" (232")PRE5TRESS N.R. NR NR NR III` NR NR r!Q 240 400 ISO 1090 1400 1120 12030 21'-4" (256") PRESTRE55E N.R. NR NR NI2 NR NR NR 183 330 61 610 9411 IB40. 1180 2110 22'-0"(264")PRESTRESSE N.R. f5 NR NR NR NR NR NR 160 300 510 Bl0 1250 1660 1910 24'-0Y288")PRESTRESSE N.R. NR NR NR Nf2 NR NR NR 130 240 410 l2O 1030 1350 1 1610 3 'EDULE VALUE BY 2596 FOR GRADE 40 FIELD REBAR NOTES: I ALLIED LINTEL TABLES MATERIALS 6 INSTALLATION 1. rebar in precast Intel GRE O per ASTM A615 2. retar in poured beoml GR40 per ASTM A615 3. F'c for precast lintels =4000psi 4. Ft for field concrete=30130psl 5. concrete masonry units per ASTM C-90 n>ortlx per ASTM CZ-IO tyyppe M or 5 E. colculatlonsRichard Q.Newman, P.E., Riddle-Newmon EnginePrIng Inc. 1. shore all r_a, osite lintels 4" D.C. 8. all composite beams calculated with Ins in top of beam 9. sofe loads based on nominal 8" tearing (4' mnanum). 10. oil loads shown in pounds per linear foot II. for Ian thes not listed use next longer length for safe load FIELD REBAR #5 GR 40 4 r , f Maria Virgiaiti Capa .os P. . IOricD ` a Le en 5 , 92 3 C.MAJ. CONCRETE FILL FIELD REBAR #5 GR 40 ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH _8"x8" UNFILLED 8"x8" FILLED 8"x12" FILLED 8"x16" FILLED I a"x2D" FILLED 8"x24" FILLED 8"X28" FILLED 8"x32" FILLED A-1. 2110" 6549 6251 10125 120001 12000 12000 12000 120110 A-2 3'6,. 3838 3858 52EP 8552 11440 12000 120110 12000 A-3 4'6" 2081 1914 3361 46i6 618E -1269 8601 9924 - A-4 5110" 1128 1080 1810 2483 333E 3913M2902 5350 A-5 T6' 902 105E 1844 2542 3294 40295522 A-6 9'4.' 656 636 1112 1534 1994 243E3346 A --I 1016" 489 483 841 III. 1522 1851 2211 2555 A-8 11'4' 5112 '5122 1125 1530 2002 2455 2931 D389 A-9 12'8" 421 488 900 1224 1604 1968 2360 212I A -I[] 154' - 393 419 114 1053 1381 1692 2024 2341 A-11 1413' 342 3-3 690 938 1233 1510 1808 21191 A-12 - 14'8" 308 334 618 842 1108 1352 1624 1819 A-13 11'4' _212 285 435 611 1 808 988. 1188 13M A-14 19'4• 250 395 496 850 II38 1408 I698 1980 41-15 2010" 225 1 365 413 184 1 1052 1300 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"ze" UNFILLED1 8"x8" FILLED 8"X12" FILLED 8"x16" FILLED 8"x20" FILLED I 8"x24" FILLED 8"x28" FILLED. 8" x32" FILLED LATERAL LOAD 8X8 FILLED A-1 2'10" 3ID96 3ISO 9194. ' IDOOO IDOOD IOOOO IOOOO 10000 - 4408 A-2 316' 1835 181E .5445 )DODO IOOOO I0000 10000 IOODO 2592 A-5 45' 1018' 1051 4224 5900 8203- 94411 IOODO IOOOO 1415 - A-4 5'10" 515 603 2380 3319 4300 5303 616E 1848 111 A-5 1'fi" 345 310 1421 1918 25S2 9514 3661 46DO 661 A -Ea 9'4' - 228 252 934 129E 1665 2059 2542 2941 423 A - -I 1016" 185 209 l56 1049 1341 1662 2025 Z341 329 A-8 11'4' 303 333 652 911 1110 1452 1151 2028 451 A-9 Iz'a" 241 282 615 l6ID 991 1232 1454 1695 35l A-10 13'4" 253 253 510 '103 892 1109 1303 1509 320 A-11 14U' 225 324 413 652 824 ID28 119E 1385 288 A-12 14'8' 191 218 442 609 "169 955 Io6. 1280 262 A-13 IT4' 145 253 351 1 483 BIDS. 65 842 115 194 184 214 308 420 525 65l 115A-14 t8l, 213 t.q. A 15 Z.O' Il4 203 29E, 4 O S4 630 680 W _I 0 W 0 CO J W Z _J Sa� •Y" �s aEa Sr 00 £ sea; N "> s rn ; -till J gsA W `Hf; Q ;ba= O nis .jig P'sS� Evil revisions: dBV_. 4,wm by. designed by. ni d drawn mw by design checked by: cl date: 11,-22-01 sheet A5.1 of- > A GTENE 1 _AL NOTES GENERAL : L LIVE LOADS. ROOF: 20pef FLOOR 40pef STAIR 40psf 2. WIND SPEED 110mph 3sec. gusts 3. ALL WORK TO BE IN ACCORDANCE WITH THE F.E.C. 2001 CHAPTER 16. 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE: L ALL WORK TO BE W STRICT ACCORDANCE WITH THE ACI 318 2. MIX DESIGN CRITERIA: ALL CONCRETE TYPE 1 PORTLAND CEMENT. (ASTM C 150) COMPRESSIVE STRENGTH a 28 DAYS SHALL BE 2500 psi FOR SLA55 AND FOOTINGS AND 3000 psi ELSEWHERE (UONJ MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS! SPECIFIED NON -AIR AIR - COMPRESSIVE ENTRAINED - ENTRAINED STRENGTH (psl) CONCRETE CONCRETE 2500 0b1 054 3000 058 0-46 SLUMP -SLAB ON GRADE 5" OTHER 5' WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33. 4. FIBERMESH FOR SLAB TO BE AT A RATIO OF .15 LB5IYARD. FOUNDATIONS : 1. , FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 psF. 2- IF FOOTING ELEVATION OCCURS IN DISTURSED)11,15TABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2) HORIZONTAL. S. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY: L DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 530.1 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 psi CONCRETE. (8' TO 10" SLUMP) 3. PROVIDE 25" LAP FOR STEEL a ALL LOCATIONS. 4, ALL CELLS ADJACENT TO COF3NER5, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. 5. CONCRETE BLOCKS SHALL CONFOR'I TO ASTM C-90 (28 DAY STRENGTH 2O00 p.0 (F'm IE00 POP, LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE N. 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UN.O. WOOD : I. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN AOCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DE51GN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DESIGN CALCULATIONS 61GNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURER TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES : SOUTHERN PINE SURFACES DRY USED AT 157 MAX. M. C. GRADE NO2 OR SPRUCE PINE FIR SOUTH GRADE NO2 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. (HUGHES CONNECTORS OR EG121VALENT) 6. ALL BOLTS USED FOR WOOD CONSTRJCTICN SMALL BE A MINIMIJM OF 1/2' DIAMETER AND 6' IN LENGTH (ASTM A-301) WITH MIN. 1 112' DIAM WASHER UIN.O, 1. PROVIDE FRAMING METMBER5 OF SIZES AND OF SPACINGS SHOWN, OR IF NOT SHOWN, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. e. ANCHOR AND NAILING AS SHOWN, AND TO COMPLY WITH THE (RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 9, ROOF SHEATHING: 1/16. OSB OR V2' CDX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS : L CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENT5 MADE PER HIS INSTRUCTIONS. 2. FOR ANCHOR BOLTS USE FI}GHES OR EQUIVALENT (A-36 OR A-- 01 STEEL) 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH "NAILS AT 4" ON CENTER FIBERGLASS 514NGLES OVER W FELT OVER W- OSa OR 1/2" CDX WOOD TRUSSES STRAPPED AS SHOWN ON TFZU56 LAYOUT DO P.T. OVER "CDR. OR CONT. ALUM. FASCIA R-IS NSUL OVER 2X6 SUI3FASCIA W/ CONT. ALUM VENTED SOFFIT I!2° DRYWALL OVER DO FURRING LINTEL BLOCK OVER R-5 INSUL. WA • 5 BAR WINDOW WR PRECAST WITH (V • 5 WHEN 6 FT OR GREATER 3-1/2' CCNC. SLAB W,FIBERMESN PRECAST CONC. SILL OVER 6 MIL VAPOR BARRIER MASONRY FINISH OVER OVER TREATED O.N COMPACTED FILL I CMU BLOCK W/5 DOWELS IOLMM ON LATO I FO ON RADE 2 • 5 BAR5 - WAIL WALL SECTION 0 WINDOW - CMU ONE STORY LIMITING HEIGHTS EXTERIOR "2 STUDS SIZE SIM MATERIAL N O/C SPACNG MAX HT. °SIZE STUD MATERIAL 1 OIL SPACNG MAX HT. 2' X 4' SPRUCE, FIR 24' O/C W-4• 2' X 6' SOUTHERN FIRE 24' O)C 411' 2' X 4' 5PR10E, FIR K' O/C 10'-0" 2' X b' SOUTHERN PINE 16' 0/C h'-0' 2' X 4' SPRCE, FIR I' O)C I-8' 2• X 6' SCUT14ERN FIRE 12' O/C I.-8' 2' X 4' SOUTHERN PINE 24' O/G V-01 2' X 8' WRIJCE, FIR 24. OK 11'•0' Y X 4' SOUtREFI N PINE 16' O/G I'-0' 2' X 8' 5FRCE, FIR 16' O/C 2' X 4' SOUTHERN PPE W' O/C 12'-8" 2' X W SFRCE, FAR I' OIG 24'-r 2' X 6. 5PF CE, FIR 24' 0/C 1'-0' 1' X W SOUTHERN PPE 14' O)C W-4' 2' X 6' SPRCE, FIR V' 0/C I6'-0' 21 X 8' SOUTHERN PPE 16' O/C 22'-W T X 6' SPRCE, FIR I.O/C IB'-4" 2' X V SOM14EM PPE I" O)C 26'-0" 2 --2XIO BEAM UNLESS OT14EFWSE NOTED ON FLOOR PLAN B" ANCHOR BOLT LINTEL BEAM W4 • 5 BAR 6. CMU WALL NFM - SEAM HANGER PER PLAT MBH MASONRY BEAM HANGER WOOD TRUSS STRAPPED 2x4 STUDS AN MOP - �romMM 11=11011MENE mmmmm ►/����ME /MMIMEME ,____=ME I-III--__IIII M ===MEN KW FRAMING do STRAPPING KNEEWALL OVER CMl7 NOTE IF A BLOCKED DIAPHRAGGM ZONE IS CALLED FOR ON ROOF PLAN PROVIDE 2x4 BLOCKING c ALL PLYWOOD PANEL EDGES 1 NAILS • 4'OC, FOR BLOCKED DIAPHRAGM ZONE 8d NAILS AT 4° OC, OR F 8d NAILS AT 6' O.C. OR EQUALNALENT FNUEMATIC NAIL EQUALIVALIENT PNJEMATIC AT SUPPORTED EDGES AND NAIL AT SUPPORTED EDGES BLOCKING AND D' OC, FIELD 6 I .AND 17" OL. FIELD FOR FOR SHADED AREAS OF ROOF OTHER AREAS OF ROOF T -OsB eIEAT OR N' cDx TYP. 0 0I CRS ROOF SHEATHING NAILING N PATERN DETAIL 4'-0' *_1 isFIDOWILAS8 SHPYLES OVER 15• FELT OVER IAG-' O5B OR IR' CDX WOOD TRUSSES SHOWNON TRUSSSTRAPPED LAYOUT 1/2' DRb0 PT. OVER IXS CDROVER 2X6 suBFASGIA DOUBLWV CONT. ALUM VENTED SOFFIT BL 2XS HEADER FOR 4'-6' MAX OPENING, WINDOW UNIT DBL 2XIO HEADER FOR 5'-S' MAX OPENIW, UN.O- 3-1/2' GONG. SLAB T6' STUCCO wiBEIa'ESH OVE g• FELT OVER 1 A6' OVER 6 MIL 055 OR 1/2' COX VAPOR BARRIER :X WOOD STUDS OVER TREATED I6"OL. W/ R-I N9U_. S COMPACTED FILL 2X P.T. BM PLATE W) 1/2' X 8' AB. 32" O/C of L GRADE f T • 5 BARS WALL SECTION - FRAME WB ONE STORY -MONOLITHIC (WSN EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL tI nln= ==AINIIKI/- R-15 NSUL 0' DRYWALLS 1 DRYWALL OVER DO FURRING OVER R-5 IINBULATION W/FIBEfd-IE_ LAB U I OVER 6 MIL a h OOVERTTREEATTEEDR COMPACTED FILL 0m I 3-W. 1 .I 2 • 5 BARS WALL SECTION -CMU WA ONE STORY -MONOLITHIC %r W/10-19d NAILS • WALL STUDS N 14EADER 'C' UY 14-10d NAILS /-• BOTTOM OF INEAC I/ TI FIBERGLASS SHINGLES OVER LS• FELT OVER OR 112" COX - WOOD TRUSSES STRAPPED AS SHOWN ON TRUSS LAYOUT DO P.T. OVER IXS GDR OVER 2X6 5UBFA5CIA W/ CONT. ALUM VENTED SOFFIT LINTEL BLOCK W/1 • 5 13AR MASONRY FINISH OVER CMG BLOCK IW5 DOWELS SHOWN LOCATIONS ON FOU IDATION FLAN R DOF FRAMING MEMBERS (5EE CONNECTOR CHART SCHEDULE FOR TRIS5 STRAPS) DOUBLE TOP PLATE TA6' 05S OR COX PLYWOOD EXERIOR SHEATHING NAILED W/ and GALV. • 4' OL. EDGES AND I' OG. FIELD - 2x4 P.T. WALL STUD W/ (3) We (DIA ANCHOR BOLTS TO BLOCK 2i 1/2' DIA x S" A CHOR BOLTS EMBED 6" MN INTO FoLtVATION 0 2'x2"xVS' tUASHER5, LOCATED WITHIN 6" OF EACH END AND 32" OC. MAX ELSEWHERE 'U" STRAP EVERY 'Q' W/ b-10d 2x4 P.T. BOTTOM PLATE OTHER STUD N41L8 BOTTOM OF WALL N HEADER STUDS TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING 5PACE5 AT 48" O.G. REMAINDER TO BE BLOCKED AT 96" O.C. OR RAT RUN. FA5TENIN65: FASTEN FLOOR WITH d COMMONS OR 8d HOT SHEATHING DIPPED GALY AR NIZI 0 �003 NAILS AT THE FOLLOWING SPACING: ' 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING /71// 2) 12" ON CENTER AT ALL INTERMEDIATE FFrAA + + 1miala - Ibarr..c BLOCKING 6 48" O/C; MAX. IN FIRST THREE FRAMING SPACES 196" O-G. THEREFORE FLOOR BRACING AT ENDWALLS F.T. 2X6 W/ 12' DIAM'J• BOLTS • 48' MAX W) 6' �(npJ - MPN EMBED. 1 1 1 BEAfaFN/ CUTK41LED IU2 8-10d NAILS P.T. 2X6 III( In, DIAK'J' BOLTS a 48' MAX W/ 6' TON EMBED. (TYPI- DETAIL: TYPICAL JAMB FASTENING 9 OVERHEAD GARAGE DOOR 16 NOT SPECIFIED. mo � OH N Q � J o c v) U0E-Q �f O W JWJ� p� J Z ,g O-� Z ... Q Z,1, V cil 2Bo7CC E?7JE Fj -i$ [is g w is P.E. PT iX BUCKS FOR WINDOWS AND DOOR" V NAIL W/ JOS DIA OR HEAVIER POWER NAILS 8" O/C AND 3" MAX FROM ENDS TYP. W/ I' MIN. EMBEDMENT INTO BLOCK 2J ALSO ADD 3/16' DIA SELF TAPPING CONC. ANCHORS THRU WINDOW/ DOOR FRAME EIGHT (8) INCHES FROM ENDS MAX AND FORTY (40) INCHES MAX ON CENTER W/ I. MIN- EMBEDMENT INTO BLOCK ATTACH WINDOW TO SUCH W/ •10 SCREWS MAX 8" O/C AND MAX B' O/C AND MAX 8' O/C FROM ENDS. PT 2X BUCKS FOR WINDOWS AND DOORS (ALTERNATE) V INSTALL 3/16' DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (8) INCHES MAX FROM ENDS AND 24" ON CENTER MAX. W/ I" MN. EMBED. INTO BLOCK FASTEN WINDOW/DOOR TO PT BUCKS WITH •10 SCTEW5 8' O/C MAX AND MAX 8' FROM ENDS ITV P' MIN. EMBED. INTO SUCK TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENING AND 35 F W RATING) revisions - designed PY- nl drawn by, dmw design checked t>Y aww data: Ot-22-OM sheet S1 Of. ,0 2x4 LEDGER TO MATCH BOTTOM 2x4 BLOCKING s 48" O.C. CHORD SLOPE OF BCIUBOR TRUSS ATTACH TO WEBS WITH CW5TER5 "L" BRACE OF (2) 10d NAILS ATTACHED W/ 10d NAILS d° O_C. TYPICAL GABLE TRUSS WEB C SECTION SINGLE "L'BRACE DETAIL GABLE TRUSS SHEATHING 2.4 SPRUCE OR BETTER LATERAL BRACES a 4'-01 O.C. ATTACH (2) 16d TOENAILS 4 �10d NAILS c 4" OZC 2x6 P.T. SILL DOUBLE LINTEL a GABLE END W/ (1) 5 IN EACH COURSE 5 VERT. BAR .:: ..} (SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL NOTE, THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER G CON TO £ 1`A7" 10.1 CONT. 2X4 NAIL TO EACH TRUSS MEMBER ROOF TRUSS CHI �l 1A6" SOLID ROOF TRUSS OSB OR 1/2" CDX FRAMING SECTION THRU CHIMNEY CFI INTERIOR CHIMNEY Cfi ICp INTERIOR CHIMNEY .DETAILS 2x4 LEDGER TO MATCH BOTTOM 2x4 BLOCKING • 48' O.C. CHORD SLOPE OF SCISSOR TRUSS ATTACH TO WEBS WITH CLUSTERS 'L' BRACE OF (2)10d NAILS ATTACHED W/ 10d NAILS 4" oC. TYPICAL GABLE TRUSS WEB B SECTION DOUBLE "L° BRACE DETAIL GABLE TRU55 SIMPSON A35 • 3'-0° O.C. -Ine• Osg OR 2.4 SPRUCE OR BETTER 1/t" CDX LATERAL BRACES a 4' A' STRAP TIPE "D" O.C. ATTACH (2)16d TOENAILS (40' 0C.) 10d NAILS 10d NAILS a 4" O.C. 2.4 DRYWALL NAILER DOUBLE 2x4 . .TOP PLATE TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL NOTE:: THIS INSTALLATION 15 M ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER UPLIFT FROM TRU55 MANUFACTURER ' OF MTSI6 STRAPS (51MP50N) MR Wd NAILS TO PEIIIT. (EACH STRAP) MIN. 4 OF 3/I6" TAPCGNS TO CMU (EACH STRAP) 0-131 1 l 4 132-1460 2 l 4 IFAN"A" STRAP IS MISPLACED OR FORGOTTEN AFTER THE POURING OF THE LINTEL BEAM PRE-ENGINEERED AT TOP OF CMU WALL THEN A SOD TRUSS SIMPSON MT616 CAN BE SUBSTITUTED FOR EACH MISSED "A" STRAP (TYP. WOW PROVIDE 20 (rza. GALY. PLEASE SECURE EACH MTS16 STRAP FLASHING FOR TRUSS FOLLOWING THE ATTACHED TABLE AND TO SIT ON ACCORDING TO THE UPLIFT SHOWN FROM THE TRI55 MANUFACTURER' INSTALL ALL TAPCON5 WITH 1-1/2' MIN. EMBED.--------\ ROOF SHEATHING OVER 1RUS: )SEE NAILING ZONES) BACIONAIL W/ (2) 16d NAILS 'L' BRACE TO EXTEND AT LEAST 50% OF WEB LENGTH (SEE TABLE) 2.4 PANEL BLOCKING e S" FOR THE (4) ROWS TRUSSES FROM END TYPICAL ATTACHEHE D W/ (2).16d TOENAILS GYP5Ut1 WALL BOARD A SECT ION 2x8 PS. LEDGER THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY G�IITING (U 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS " CONCRESIVE LIQUID LPL OR EQUIVALENT ") INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS SHOWN ON FLANS BUT NOT FILLED IN THE FIELD PROVIDE 6" MIN. EMBED_ AND W4"7 HOLE INTO BOTH THE BOND BEAM AND THE FOOTING —TOP OF BOND BEAM --- LBpNp BEAM W/ PROVIDE 2E lU 5 GON7. SPLICES =_) LINTEL BEAM W/ CU 5 CONT. I CMU WALL FILLED CELL g^ CMU WALL--� (1) 5 VERTICAL SIMPSON MT516 ATTACH TAPCONS EPDXY GROUT 5 RE R EVERY OTHER HOLE IF To AND TOP OF FOOTER BEAM W/ 6" MIN. EMBED. - NOTE- TAPCONS SHOULD BE INSTALLED IN STRICT ACCORDANCE OATH THE MANUFACTUREKS RECOMMENDATIONS NOTE: EPDXY GROUT SHOULD BE INSTALLED N - STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MS MISSED "A' STRAP DETAIL MFC MISSED FILLED CELL .DETAIL s 24" OC. 2x4 BLOCKING e. EA SIDE (TYR) \ GABLE W� —C613 SHEATHING VCONTINUOUS O/C QC EA SIDE (TYP.) O EA SIDE (TYP) O.T. ®24. O.G. ILFA CMU WALL CHIMNEY DETAIL CONNECTION N.T.S. I I T/16" OSB OR 1/2° CDX 2x4 DIAL. BRACE - 48. O.G. W/ (4) 10d NAILS • EA END s FIRST TWO BAYS I GABLE TRUSS \I �10d NAILS a 4" O.G. DOUBLE LINTEL -GABLE END �— W/ (U 5 M EACH COURSE 1/2' X e" WEDGE ANCHORS 32" O/C (U 5 VERT. BAR (SEE FOUNDATION PLAN FOR EXACT LOCATION) 1 2-2X4 V16" 055 V TOP PLATE OR 1/1" CD 2-2x4 TOP PLATE 2X4 STUDS / 1/16. OSB - 16" O/C / OR 1/2' CD 2X4 DI CR BRACE // 2X4 STUD 2X4 P.T. BOT. PLAT J-BOLTS AS SHOU.N STRAP E STUD W/-B- HURRICANE CMU CLIP t0 TOP WALL 4 BOT. PLATE CMU WALL WALL SECTION Q FRONT ELEVATION SIDE EXTERIOR CHIMNEY DETAILS ELEVATION ECD 'L' BRACING REOUIREMENTS STUD SPACING NO 'I -'BRACE 11) 2.4 "L' BRACE l2) 2"(2) 'L" BRACE 2x6 'L" BRACE W, 1'-0" - 4'-5" 4'-5" - 8'-O" 8'-0" - II,_S•• it-0" - Fi'-6" 24" 0'-O" - 4'-O" 4'-0" - W-10" I W-10" - W-10" e'-I0" - 12'-8" NOTE, "L° BRACE M15T EXTEND AT LEAST 9 OF WEB LENGHI' GABLE TRUSS \7T� "L' BRACE W/ 10d AT 4" OC. 11 I\ (SEE SCHEDULE FOR SIZE AND LOCATION) — CONTINUOUS BEARING GABLE END BRACING DETAIL WIND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" IRRICAI E ENGINEERING - - (407) 774-9003 FAX: (107). 774-84T7 24' ®OR OR P.O. 9DX 161613 ALTW0NM SPRMS. FL M716 TNOM)S J. ANDERSON PE/ 47619 - 5 AT 45" �24" SEE PL FOR 05T SIZE O.C. PROVIDE (U 5 AT 48" O.C. VERT. AND (2) -5 BELOW EA POST (1) 5 GONT. (2) SIMIFWN T622 (2430Lb, max UPLIFT) or LOCATION FILL ALL 0 GIRDER (2) HUGFIE5 RT22112 (2WOL.b. max UPLIFT) or CELLS WITH 2500 FV _ PROVIDE OPEN (2): 90-i ADS-2 (.34: 42LID1 max UPLIFT). CONC. ALTERNATE HEAD JT. AT 48"- ' HOOKS IN FND. FOR WEEPS - SLOPING 2x4 POST. SEE BRACE EXTERIOR SIDE 9 GRADE AWAY DOUBLE TOP PLAN FOR QUANTITY OF WALL DURING 8" Gr1U = FROM HOUSE PLATE COMPACTION OF THIS AREA 5 • 48" O.C. _ i (� - S" MR �jJa (4) 5 CONT. AS 2'-0• ,- 3" CLR COV. CONT. R. CO (TYPJ RW RETAINING WALL AT PATIO NOTE: BRACE SIDE OF WALL ADEGAlA1ELY DURNG COMPACTION FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR l DAYS AFTER PATIO SLAB 15 POURED :MIBBEDM ar sp 1i/.-irga(lla Capp, ryas, '27 v i' rida Lice se # 539E DETAIL for (2)SG SUES ' ITUTION for (1)II 0 GIRDER GTIi r s U) Q J WC)�' 00 W LLJ Z J WN Tz m w UQ �YygS My -A to a Hill revisions: aaha mawhey nQ LL designed by- of - drawn by. dmw design checked by aww dale: 01-22-01 nW lL- sheet: S2 of: a� I J i y - W/FIBERI'1ESN SLAB 6 MIL. VAPOR BARRIER OVER TREATED WOOD P05T COMPACTED FILL PER PLAN ®OR®OR® (SEE FLOOR PLAN) GRADE A=�1. 2'S REBARS K THICKENED SLAB AT BEARING PORCH POST FIBERGLA55 SHINGLES OVER 15- FELT OVER " WOOD TRU55ES STRAPPED AS -4401IN ON TRUSS A OUT IX2,PT. OVER IXa *5UE3FASCIA CDR OVER. 2X6 3/8" RGH. SAWN PINE GONT. ALUM. ORI/2`EXTEW/ DRYWALLVENTED SOFFIT SEE FLR. PLANOB. 2" HEADER 4'-6' MAX. FOR STRAPPINGFOR OPENING, DBL. 2X10 HEADER FOR 5'-9" 3 1/2' GONC SLAB MAX OPENING UND. W/FIBERMES14 ON WOOD POST CLEAN, COMPACTED PER FLOOR FLAN FILL W/ MONOLITHIC WRAPPED W/STUCCO FTG- W/ 2 • 5 BARS A�OR®OR G� - SEE FLOOR PLAN FOR POST. SIZE GRADE SECTION ® COVERED PORCH SCP OF iB�OR ROOF TRUSS 2X4 BLOCKING a 24"OC. '- (TYP, LATERAL SUPPORT s TOP OF FRAME WALL 5 PE TRU55 LAYOUT C2) 12d NAILS-.� TO ROOF TRUSSES) .,. G 15 (TYP.) 2) 12d NAILS (TYPJ 2-2XI0 UNLESS OTHERWISE NOTED VI" DRYWALL 2-- 2XTOPPLATE ON FLOOR PLAN W/ Q. 32" O/C V2" DRYWALL _ R-11 BATT MSULATION TYPICAL N IICAL STUCCO TERNATEr:� 2- D STRAP TIES Q - -, . O8" STUCCO OVER METAL LATH VER.I5�FELT OVER'OSB-:, - R/S CEDAR FINISH) IONS EACH SIDE) ®.TOP OF FRAME WALL , 2XSTUDS 16` O/C WOOD POST PER FLOOR PLAN 2X BOTT. PLATE W/ 2X 110 , P 32" O/C CONC. SLAB -� % L�OR / 9 AQ INTERIOR - - _ - - AND "Q" 32" O/C PORCH EPP ELEVATION REAR PORCH POST NB BRACING AT NON —LOAD BRIG. EXTERIOR WALL DETAIL MONOLITHIC DETAILS SIMILAR k&KR/SAIY€ ENGINEERING Maria Virginnia Caparros, p.E. n Florida lit ns&#,5398§ ' APR),:Q 31003 S3s S =Ee !2 in °as co 0) It W It'll ' tl o gSs 8$�p 1�h 8.33 ,e., ons: e.u: d e by. designed by. nl drawn by: dmw design .-7—d by. aww date: 07-22-07 Sheet SP Of. w ""' SANFORD $UILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REOUIRING A CORREC- TION OF ERRORS ON THE PLANS. CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. AAA PLOT PLAN DESCRIPTION: (AS FURNISHED). LOT 12, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1"-30' GRAPHIC SCALE 0 15 30 n tuprp Ini l[ rei rill ennuc n nT nw Yl LOT 12 CONTAINS 8596 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2352 SQUARE FEET t TOTAL CONCRETE 593 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 6101 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 25 i f Lei, A=81'46'03" L= 71.36' R=50.00' C13=S07'20'02"E C=65.45' A=138*11'23" L=60.30' R = 2 5.00' CB=S20'52'38"W C=46.71' I� NO 6=O'40'27" L=2.65' R=225.00' CB=N89'41'28"W C=2.65' O6�38'04'36" R= 25.00' L=16.61' CB-N70'56'O1"E C=16.31' LOT 13 S 78'12'O9 „ 4 03' E 11.1— cnnrnrc 111. ii o1 LOT 12 UP TO CURB CONTAINS 10763 SQUARE FEET t THIS STRUCTURE CONTAINS 2352 SQUARE FEET t CONCRETE 1689 SO. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 6722 SO. FT. t TRACT A STORM WATER MANAGEMENT AREA SS6• T <� 6=35'38'30" wj .. ; L =155.52. R=250. o. \ . Ce=S7Z 2'26"E No - _ PC ��N89'58'19"E _ SLAM V�F��q�OL FLOOR FOREST TRIAL BUILDING SETBACKS MUST BE 16" ABOVE VF�tOdYlY T-OF-WAY FRONT: 25' REAR: SIDE: 5' OF ADJACENT ROAD UNLESS Sss saoo, RP 13 'a 0 0 Z F- I � 0 U I— } U) ; 2 I Lv o I U= W ZO N '0 O V ' T r O W — Y I PI CORNER: 15' OTHERWISE APPROVED LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN .HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 12 BEING N 00'01'41" E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM — — CENTERLINE POO PCC POINT ON BOUNDARY POINT OF COMPOUND CURVATURE — — RIGHT OF WAY LINE POC POINT ON CURVE X PROPOSED ELEVATION OR PD OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE LB LAND SURVEYING BUSINESS PI DENOTES POINT OF INTERSECTION LS LAND SURVEYOR PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL (P) PER PLAT A/C AIR CONDITIONER (M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD 50. FT. SOUARE FEET PB PLAT BOOK NG NATURAL GRADE R RADIUS R/W RIGHT-OF-WAY PGS PAGES AMERICAN SURVEYING (Sc MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB06393 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. ,4-z-o5 FOR THE r FIRM AM4RMCATELLO JR. PSM �/4 $ DATE JOB NO. ASM39626 DRAWN BY: