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111 Bristol Forest Trl 03-1749 New SFH
PERMIT ADDRESS CONTRACTOR ADDRESS Centex Homes - 385-Douglas-Ave., Ste 2000 - Altamonte Springs, FL 32714 407-66-1--2-1-76.. PHONE NUMBER CGC 049689 PROPERTY OWNER SC�,� ADDRESS PHONE NUMBER j a ELECTRICAL CONTRACTOR ,Q MECHANICAL CONTRACTOR. PLUMBING CONTRACTOR 4 MISCELLANEOUS CONTRACTOR i PERMIT NUMBER FEE t MISCELLANEOUS CONTRACTOR I PERMIT NUMBER FEE r. SUBDIVISION ti, ;�' o-� PERMIT # C,� \ `-\ L DATE --4�S " 8 ` b PERMIT DESCRIPTION \� PERMIT VALUATION SQUARE FOOTAGE t7 t7 z � X ,,cn^ VI E r j k� Y o x 77 l CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 111 BRISTOL FOREST TR for -which permit 03-00001749 has heretofore been issued on 5/13/03 has been completed according to plans and specifications filed in the office of the Build in Official prior t the issuance of said building permit, to wit as J"U_'V-." complies with all the building, plumbing, electri6nAl, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In 16 JLines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC Street Name Signs Storm Sewer Street Work WORKS: DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 8/19/03 5/14/03 8/06/03 6/23/03 5/14/03 5/14/03 5/14/03 5/14/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 , S-26-233 12:S2PM FROM CITY OF SANFORD PERMIT APPLICATION Permit # Job Address; Description of Work. Date: L4 P. 1 r, Historic District, Zoning: Value of Work: S ` Permit Type: Building Electrical X_ Mechanical PlumbingFirc,Sp6nkler/Alarm FW1 _ Electrical: New Service —# of AMPS Addition/Alteration Change of Service Ternport�y Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout & 4aergy G�Iq_;. Required) Plumbing/ New Commercial: 9 of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbinoew Residential: #f of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: _.-,__ Flood Lone: (FEMA form required for ocoer than Xi Parcel n: (Artach Proorof Owncrahip & L.epI Description) O-ocrs name & Addrms: Centex Homes 385 Douglas Ave. Suite 2000 _ Al tamnnte Springs, FL 32714 _._ Pttonc: 407-661-2150 Cootr$ctor Name &Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando FL 32806 _ State License dumber; EC0002494 Phone Fax: Fax 4n7_-_851-1 226 Contact Pcfson:John Findlay Phones 407-851-1220 Rond{np Company': �ddrec.c \lort�,agc Lender Argluttct/En^inter. _- Phone: Adt)ro: V ax: Application is hereby trade to obtain a pcTinic to do the work and installations as indicated. I certify that no work or install— non has commenced prta; n,c issuance or permit and that all work will be performed to meet standards of all laws regularing con5cuction in this jurisdiction. I understand that a separate ptTmii must be secured for ELECTRICAL WORK, PLUMBING. SIGNS WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR'70NDITIONERS, no, O µ'N' FFiDAV rT: I certify that all of the forogoing ittforrmtion is accurate and that all work will'be done in compliance with all applic.nt,le i. , i cl ulanng conspucdon and zoning. WARNING TO'OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R&SUL t IN 7,'10E FOR DvfPROVbMENTS TO YOUR PROPERTY.'T YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A'TOR-N'EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTIC-F.: In addition to the requirements of this permit, there may be 3ddirional resHCHom.appiicablc to this property that may be found in the public rrcorOs o; ;his county, and there may be additional permits requited from other governmental entities such as water rnanagemcrt di ugcncics, or rcdc,;,l arcnc,cs Accrotaccc of perrnit is Yerification that I will notify the owner of the property of the requii Signature of Owner/Agent Ua Irani Owncr/Agcnl's Name S:Q,na;ure or Notary -Sint of Florida - Date 0w er/Agent is _ Pcrsonalh Knoccn to Me or Prnducctl lU K ;ON Ai'PI(OvED BY: I31db: �.. LUitinb: ;Initial & I.)atr) Sibmatura,or Contractor/Agent Uatc "4- Chares Cannon _ Pr oritrnlor Agent's Name e�-'V%y Wrpnl't.n ry•:StatcorG.londt MiI =_1PATRICIA A. KADLP C (contractor/Act-.' is _ I'crsunui:, Known4?I3SFON# ruq�01�pa Prouu�c�:: ES:Marciy=t3,gry F,e vlod atDM61h , 13e: %_s _ ru: (ioiti3l cC Ualcl (I,iiiial � i)atc) (lirual ti Ua'.: �'.l rJ i't 'J!1ll I�I:1n5. Historic District: Zoning: � Value of Work: S�a� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanicalr. Residential I----ResidentialReplacement New (Duct Layout & Energy Cali. 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: —TTV Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA fofm requieed f<jr ota44,t- th_�m x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: U Phone: Contractor Name & Address:ti �,AQ CIDG1 ate License Number t .& . a --- Phone & Fax:LAgE KARX, F lU?' o ct f e�r�' /OirAf�AQ /: P qc r% 5& 5'3e' "/ sr �s.�s �e Bonding Company: Address: Mortgage Lender: Address: r 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 comn-lenc:ed price 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 undefstand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS;, HEATERS, WANKS, 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'ail'applicabic is us rcf Mating construction and zoning. WARNING.TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO ENCEMENT MAY RESULT.11\' YOUR P YTNG TWIC E FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINC NSULT�, ,ITH YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe additional restriction pplicable t s rope that maybe found rn the public records of this county, and there may be additional permits required from other governmental end " s such as age nt districts, sta genies, oii fc.dcn:?I agencies_ Acceptance of permit is verification that I still notify the owner of the property of t e require f Florid ten'Law, 713 g (0/C� Signature of Owner/Agent Date S' cacw ent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is Personalh Known to Me or Produced ID APPLI(Al ION APPROVED BY: Bldg: Zoning: :Initial & Date) Saccia! Conditions: T G. DELL USSO Print ontractor .Agent's N me Signature of, Nti "-State of Florida Date Contractor/Ae�-: i- Personate Known to Me or Produces D FD: (Initial & Date) pIN C.TU NER tia D My COMMILION # DD 212893 �EX1jlKtb:,IU the 14, 20U7 o °o' Bonded Thru Notary Public Undenwrters Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Wate Closets .7 Occupancy Type: Residential Commercial -r Addition/Alteration Change of Service . Temporary Pole Replacement New (Duct Layout & Energy Ca1F. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair— Residential or Commercial `' Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Attach Proof of Ownership p & Legal Description) Owners Name & Address: C +zdc (-4-,� �.�+o �. Q& Phone: Cont ctor Name &'Adddrres_t s: 'r Oct— , �'L p , 1 >✓ST a /f4-_.P-I' S �Y�r —i A • 32q 1 Zip State License Number: C V C Phone & Fax: %7— ZIA � 8S (-- J 7,82—Contact Person: ® Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I %%ill notify the owner of the property of the requirements of Florida Lien Law, FS 713.E Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Ovvtier/Agent is _ Personall% Known to Me or Produced ID APPLICA LION APPROVED BY: Bldb Zoning: rinitia & te) lnecia! Conditions: Signature of Conuactor/Agent Date P nt Contractor ent' Name ien Lure of No_ry-State of Florida Date Contractor/Age-: is �Persnonaii% Known to Me or Produce" :D 1� (Initial & Date) l t:...cs: (Initial & Date) FD: (Irwial & Dar: COUNTY OF SEMIN8LE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75477 BUILDING PERMIT NUMBER: ON f 191)(CITY) COUNTY NUMBER: UNIT ADDRESS: _IIl- TRAFFIC ZONEg ZONE: JURISDICTION: SEC: 22__ TWP: l�RNGx _�O_ PARCEL: SUBDIVISION: IRESERV NT]LAKE 1�pJ��__ TRACT: ......... ____...... ............ ... .... ... ____ PLAT BOOK: _��_ PLAT BOOK PAGE: 12715 BLOCK: LOT: __87 ONNERNAM[: ......... . �M X'Ij _........ .... .... ... ---_-__--...... .... ........... ............ ... -.... ... ---- ADDRESS: Al"F1 11AMEn NAME: ADDRESS:: 1_A1,4D LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction ' _________________________________________________________ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE! DESC. UNIT OF UNITS | -�����-------------------------------------------------------------------------� ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS ` 'COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE Q dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: ..... .... .... �____ SIGNATURE ___ (PLEASE PRINT NAME) DATExL/ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE D[J[ AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERGON� ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR GCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD ./` BUILDING DEPARTMENT � \ 300 NORTH PARK AVENUE \ -~� SANFORD. FL 32771 / � \\ PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT (]F THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** * . . ` ''` CITY OF SANFORb PERMIT APPLICATION � �3 Perri Job Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler D escription 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 oLJ7 9/ _ Value of Work:: Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: ' 22--l-9-30-502-0000- &Iry 0 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 D UGLAS AVE. , STE. #2000, ALTAMONTE SPRINGS, FL 32714. 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 1-it 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. OTICE: 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. . 0 9 2003 Signature of 0 er/Agent Date PAT KNIGHT er/Agent's N of N 0 0 7003 Date o na ,v KIMBERLY A. BROWN R Y k i'9"S vnr,-h a�20040r ,'. Hrndad'f :ru !�^,Mary Public Urder:vr8ers APR 0 m Signaffe of Contractor/Agent Date \1 PAT KNIGHT ature Agent's j8 U A. GROWN y ctvw;, t ��� ; t ro 0se59e EXPIRES: 9, 2004 F ; and d 7hru `tic r ' ,.;Gllc Undenvnters 3 Date Owner/Agent is XX Personally Known to Me or Contractor/Agent is XX Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: �/ S �m Date: Special Conditions: _ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL < Q Seminole Ccxi.nlyk. ��frrr a7�+peu�rr '" Sanford F1. 32-'I 407-61h'-7506' : GENERAL 2003 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000- 0870 30-502- Tax District: WATERFRONT 000- Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 87 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=2219305020000O8701... 4/7/03 A 0 ■of 0 0 City of Sanford Building Division Submittal Requirements for Residential Building Permit 49% 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. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 1. Garages/Carports sq. ft. 2. Porches/Entries —sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure Q sq. ft. i. Total Gross Area 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- C. Property ownership verification. f Driveway permit issued by City Engineering Department_ 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date APB 03 Owner/Agent Signature Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centex-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, -in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. KNIGHT CGC049689 LOT STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing U ent was acknowledged before me this 2003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. TARY PUBL == 29. 2014 o9r c i7�u?drt:pPuNi(r, indenr+hers aMrir Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centexhomes.com ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD via HAND DELIVERY 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and the basis for the issuance of Permit No. for the following work:_ LOT ,t PRESERVE AT LAKE MARY SINGLE FAMILY RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly - set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations_ The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or CENTEX HOMES r- ROGER DIXON, INTERIM CITY MANAGER Page 2 the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITISSEJ: f 4 } (Owner) ature Signature i N PATRICK J. KNIGHT Printed / Typed Name SignAt lc,4-,4 Printed / ped Name ` STATE OF FLORIDA ) COUNTY OF SEMINOLE ) Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me thi4PR 0 9 2003 day of by PATRICK J. KNIGHT as DIVISION PRESIDENT for CENTEX HOMES ❑ who is personally known to me or 0 who produced their Florida Driver's License as identification. h 77- KIr+ergYA.RRMIN N tary Public „v Wa>^fi,ss;c� Qray.s590 Print Name: LL EXEs rA:°' a"'coa My Commission Expires: 4o aed Noteiv Puy c hduiiw; as ���111 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 Mt E MORSE, MERK OF CIRCUIT CWRT SRINOLE COUNTY BK 04779 PG 0253 CLERK'S 4 2003061307 RECORDED 04/14/2003 09105105 An RECORDINS FEES LIN 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 7_ , PRESERVE AT LAKE , MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee 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 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 sp,ecified) I 1 Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 3IS DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRRJGS, FLORIDA 72714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS APR 0 9 2003 BY DEBRA A RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION ftwo 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. AK !4 NOTARY PUBLIC JAC-11 E CAINIE-s NoPar•yt,7t:e of Florida MY Commission Expires Jan 21, 2004 COMMISSlon # CC091727 CER) IFIED COPt t MARYANNE MORSE CLERK OF CIRCUIT COUIt SEMINOLE COUNTY.. FLORIDA t ' iior1g'I tIti [°f 0R� 4x4 FLY 2X4 UD. CCL--,, 10'.2" T-4" S-25 - SH-25 (+22/ -24) (+22/ -24) . CRESS I EGRESS FR's m II ii W.I.C. li II 11 8' FLAT CLa o 11 �aR C BEDRM #3 - 11 r BEDRM 02 RE ' e' RAT LLa 11 II " rc , 6 FLAT CLa =1� 3'-9 1 CAW'ETRR V.8 CAT&Et FLR ---'---=a 26" 2'-0' 3'-T' T-11 1/2' 3'-9' AAV 2 b080 BI-FOLD M68 {�l1yC� 2" U .—_ FR15 .BAT r- L M, #2 e BATH F1C 1 C RAT 2668 2668 2668 III-11 In I-R F S 2X6 NOTE: AIR HANDLER TO NAVE MIN. OF 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE SHALL BE MIN. 12' -'L.. WIDER THAN APPLIANCE 0 - BEDRM #4 m OPT: GAMERM MASTER BEDRM e' FIAT CWL 8'FLAT C CARPET RR CAPM FLR 15'-3 in, 3'-2' 20'-4 VI" C v EGRESS a0 SH-25 4x611V COL . SH-25 SH-25 OBL-25 (+22/ -24) 021/ -28) (+22/ -24) (+22/ -29) EGRESS 6•-2" 2'-10" 2'-10" 6'-8" T-4' 1'-0" 20'-B" 2nd FLOOR FLAN SCALE = 14 1'-0' NOTE: EXTERIOR WALLS WERE VERIFIED FOR SHEAR LOADS WOOD HEADERSSUFFICIENT r_T_oL__trz�_u_L E r x I0" UNLESS ERWISE - NOTE: ALL INTERIOR WALLS TO BE 3 1!1° NOTE: LEGEND UNLESS OTHERWISE NOTED. SEE FOUNDATION PLAN FOR NOTE: ELEVATION °A" SNOIUd. FILLED CELL LOCATION: 8'-0" AFF. BR% WALL ENGINEERING I" n4-sow Fix: (407) 774-84n P.O. 60x 161613 ALTWONIE SPRINGS. R 32716 11101MS 1 ANOER';ON R/ {T819 WA. l'-10' 9'-9• 8'-5• 5'-0" 9'-0' 0 SH-23 b•-0•xy'-C SH-25 SH-25Fn (+22/ -24) PAT'° (+22/ -24) (+22/ -24 r--------J i _ �� _ �6-O X 6-8 SG w i I 021/ -23) y m AT OPT. FP. 36• Fwm i 1 = aT 4, KITCHEN o NOOK Q V FLAT CLa ° e' Aar cLa = W6XD YNTLRR NTL rFLR FAMILY RM O M RAT aA 0 4 I 1 YHIi v _ CaW'ET FLR _ 1 51f1V24i -FLTG- 1 i 2268 I II 3° staac ' — 2'-4° LAUNDRY I = II i C 1'�6 2eee MIRp2R BRa WALL e'TLAT CLa I� ii A� 2-CAR GARAGE DINING RM e'FLAT CLG e' RAT U[s Q CON RR CAFZF£T FLR 11 M g�_I0�• 2'_ln 1 i 3'-2 20'-0 3/8° p C 0° NIGH STOP WAI I— BM WALL O 1 � 1 5W- WALL �n 1 1 - � LIVING RM 1 I , e• RAT as CAW'ET MR i ' 1 s 8 i Is' X l' O.H.D. (+19/ -23) PANEL PFIECAST 1 Latta w N 5 ( 1/-23) KT. of �I DBL-25 (+21/ -28) T-10" 2'-10' 2'-8" L 1 40-0° 11 H II n BEDRr I. #4/ 11 HALL/STAIR WELL II e STAIR INFORMATION O HEIGHT: 9'-4' . GAME RM. 11 LENGHi: 11'-8" 11 I I LL RISERS: 15 p 1 1/2" EACH e------------ ________________ TREADS: 14 0 10' EACH :. i4t 250a STAIR ® 2x12TTREAD 8 RUN DETAIL ENTRY S I• N05MG WDR. 7< 9 51-ALE: N.T.S. M. ( NOTE; SEE STAIR DETAIL IX& BACK IN STRLCTURAL SHEETS ' FOR ADDITIONAL 2x12 STRINGER CONSTRUCTION INFORMATION.) SQ. FT_ CALCULATIONS Ist FLOOR 1062 * 2nd FLOOR 1441 * TOTAL LIVING AREA 2509 LANAI 0 # ENTRY 15 OTHER 0 * GARAGE 421 dl TOTAL AREA UNDER ROOF 2951 * PATIO:. ..,_-TOTAL de.V-d by.14 drawnby. %—design Uedced by eww date: 01-22-01 sheet A2 Of: V-434' 2nd FIN W-0 ROOF PITCH TEXTWW _� I1A5QNRY FINISH 4' SCORED - FINISH FINISH GRADE \Wo Al. SILL FRONT ELEVATION "A SCALE - 14'= 1'-0" LEFT SIDE ELEV. SCALE = Ia°= 1'-0' mm mmmmm immmmmm� mmmm mmm mmmmmm�������_ � � �. �amsamssmsamsammammaoa_ ■■■ ■■■ ■■■ '■■■ ■■■; .rr �• ® ■■■ ■■■ ■■■ ■■n P �■ ��� 1' Y TR155 BEARD TRI75�5 BF_ARWG - I TPo1SS BEARING FNISH-�pOR ® ® ROOF PITCH DODO Ago ROOF PITCH p 21 I I . TFa%BEARING ___ $ SCORED u - J 9'-434" ---____-- MRSS" T MBATH WINDOW GElOP15 TRtl55 BEARNY g'_0• ________ ��� ___________ _____ _ _____ ______-__-_______ _____________________________________________ ___ a TEXNRED /- rueor� / p FIl15W EAR ELEVATION SCALE _ /e'= I'-0' t-wlt*4 cwAut IRIGPT SIDE ELE SCALE = 1%°= I'-O" FIRRIC41YE ENGINEERING Q z O Q w w w X w els .i 2 aE!!H t L.L F`gs (w Q E�FE � a � Lo 965 N E E E revisions: Eie Aeon q. designed by. N drawn by. dmw design CMdreAi by. aww date: 01-22-01 sheet A3—A Of: REVISIONS 0 -0 PERMIT # DATE JUN 0 2 2003 ADDRESS CONTRACTOR CENTEX HOMES PATRICK J. KNIGHT PH ## 407-661-2176 1=AX # 407-661-4089 DESCPRITION OF REVISION:- ADD PLUMBING RISER DIAGRAM TO PLANS. UTILITIES FIRE BLDG 1 1/2" V.T.R. II/2" II/2" LF Li LAV LAV ° W.C. 3 2Li TUB 2" V.T.R. I I/2" V.T.R. LAV I I/2" 3" 3 COMB. W+V TUB 11/2" 311 2 K.S. 2 11 2" 3" 2" LAV 1 1/2" 3„ 211 3" 3„ 311 W.C. 411 250� PLUM5ING i�ls�i� PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 111 BRISTOL FOREST TR for which permit 03-00001749 has heretofore been issued on 5/13/03 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 6/10/03 35.00 01-POLICE IMPACT - RESID 5/14/03 91.93 01-RADON GAS TAX FEE 5/14/03 14.95 01-ROAD IMPACT FEES 5/14/03 847.00 01-RECOVERY FD/CERT. PGM. 5/14/03 14.96 01-8CHOOL IMPACT FEE 5/14/03 1384.00 WD IMPACT:SINGLE FAMILY 5/14/03 650.00 SD IMPACT:SINGLE FAMILY 5/14/03 1700.00 OWNER B LDING OFFICIAL 7 DATE /us CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: \ O O PERMIT #: C) ADDRESS: CONTRACTOR: PHONE #: ( yo'1� y The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approvedwith conditions. Your prompt attention will be appreciated. ngineerin "I =iPublic Works O IjUtilities ❑ Fire []Zoning (� I OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w i 1 1 • 4 I I I 1 1 •I I t { 1 1 CERTIFCATE OF OCCUPANCY ' REQUEST FOR FINAL INSPECTM a i i I 1 **** SINGLE FAMILY RESIDENCE***r b; 1 DATE: \0 4A PERMIT #:� U ADDRESS: �i CONTRACTOR: PHONE #: t y ` '2! c 1 V W W The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ,Engineering -'Public Works Itilities I CONDITIONS: (TO BE w ❑Fire n ❑Zoning r\ I OLicensing (n14- ETED ONLY IF APPROVAL IS CONDITIONAL) r` s FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7, SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 Expires December 31, 200E 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 NAIL Number 111 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 87, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEJLONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE`. ❑ GPS (Type): ( ##° - ##' - ##.#N' or ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA 64. MAP AND PANEL BT FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE 88. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202940035 E 4117t95 4117195 X NIA 3 B10. Indicate the source of the base Hood LlevMon (&L) data or base fl000 oeptn enierea in bv. ❑ AS Profile N FIRM ` ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes N No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction' Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich 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, AR/A, AR/AE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2, State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. e Datum Conversion/Comments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes N No ` o a) Top of bottom floor (including basement or enclosure) 14. 3 ft.(m) c o b) Top of next higher floor 23.5 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) 13. P.0) E a o e) Lowest elevation of machinery and/or equipment . W CU servicing the building (Describe in a Comments area) 13.5 ft.(m) E 16 o f) Lowest adjacent (finished) grade (LAG) 12. 2 ft.(m) . o g) Highest adjacent (finished) grade (HAG) 13. 4 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 D i o i) Total area of all permanent openings (flood vents) in C3.11 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 bylaw to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 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. SOUT ST�q,AE.18 ORLANDO FL 32803 SIGNATURE - •� DATE TELEPHONE 10/20/03 (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 I 111 BRISTOL FOREST TRAIL CITY STATE : ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. 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 _ fl.(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 ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate, Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2, ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: 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 87, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE; THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE 0 THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). cn Iw U W Z BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY W 107. 31 PI - 335_42' Q.� N89 58:19_E_ - �- - _ - CENTERLINE OF-)-/ 92.73' RIGIiT-OF-WAY N OI - o- WALK IS N89°58'19"E 65.00' WALK - - - - 0.7' OFF IS 0.7' OFF - - I I UTILITY EASEMENTi Iv------ UO O u - I ,`,.r°'.. .,. .., of a i Lo .. .. In 'CONCRETE:. .''_DRIVEWAY .. .::in I N . 1�r12.3 5.0'f- xa - - TWO STORY w. - - CONCRETE BLOCK a - - 1d a b do WOOD FRAME - LOT 86 1 RESIDENCE oS '� '^ F - - - o a o w FINISH FLOOR ELEVATION=14.27 - 7 pp - LQT 88 - o t - 130' I- z a GRAPHIC SCALE - 40.0' - 0 15 30 a w CERTIFIED TO AND FOR THE z 6.7' 1 Z s EXCLUSIVE USE OF: a COMMERCE TITLE COMPANY COMMLRCE TITLE- INSURANCE COMPANY b CTX MORTGAGE COMPANY, LLC- SET WITNESS CORNER - 1 /2•• IRON ROD AND CAP 0 I d' - - - LB #6393 (10/20/03) Z cn LOT 87 i , gP o S89'58'19"W 1O S�Rv, r 5j7 CLOSURE,CINe 65.00' �9'45 F 68.62, 32.0' (M) J ----------- NOTE: 1, ALL DIRECTIONS AND DISTANCES HAVE (UNPLATTED PER THIS PLAT) LEGEND BEEN FIELD VERIFIED AND ANY O SET 1/2" IRON ROD AND CAP INCONSISTENCIES HAVE BEEN NOTED ON THE � LB #6393 (10/20/03) - - - BUILDING SETBACK LINESURVEY, IF ANY. _ - CENTERLINE Q FND NAIL AND DISC LB #68 (10/20/03) 2. PROPERTY CORNERS SHOWN HEREON WERE — - RIGHT OF WAY LINE EXISTING ELEVATION SET IRON Roo AND CAP SET/FOUND ON 10-20-03, UNLESS OTHERWISE LB 639 SHOWN. CONCRETE O CNA. CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS A `.DENOTES DELTA ANGLE - L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF lS LAND SURVEYOR - FIRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE PI " DENOTES POINT OF INTERSECTION AFFECT THE TITLE OR USE OF THE LAND. (P) PER PLAT (M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE - 4..N0 UNDERGROUND IMPROVEMENTS HAVE BEEN -. FIND FOUND c/N CONCRETE WALK PT DENOTES POINT, OF TANGENCY - TYP TYPICAL - A/C AIR CONDITIONER %LOCATED EXCEPT AS SHOWN. - S/W SIDEWALK CP CONCRETE PAD - CBW CONCRETE BLOCK WALL - Cs CONCRETE SLAB RIP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE C CHORD LENGTH PK PARKER KALON OHU OVERHEAD UTILITY LINE - ID OVERHEAD ON . ORIGINAL RAISED SEAL OF A FLORIDA LICENSED R RADIUS POL POINT ON LINE SURVEYOR AND MAPPER. POC POINT OF CURVE PCC POINT OF COMPOUND CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL = - I HEREBY CERTIFY, THAT THIS BOUNDARY NO 120294,0035 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE -,SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, s `` ��7.= ,n CONTAINED HEREON MEETS. THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLANE ,a 4 "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON -ARE BASED ON SEMINLOE COUNTY - s-I - BY THE"FLORIDA BOARD OF, PROFESSIONAL VERTICAL CONTROL AS FURNISHED. � -« - SURVEYORS AND MAPPERS IN CHAPTER SHOWN HEREON ARE BASED ON BEARINGSLINE T 1 4�. 61G17-6, FLORIDA ADMINISTRATIVE CODE THE NORTH LINEOF LOT 87 � PURSUANT TO CHAPTER-472.027, FLORIDA BEING N 89*58'19" E PER PLAT. k, ' E. f �fj (FIELD DATE:) 6-13-03 REVISED: SCALE: i = 30 FEET APPROVED BY: WRM FINAL 10-20-03 CKB AMERICAN SURVEYING & -MAPP ASM39701 IFORMBOARD 06-23-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER LE JOB NO. PLOT PLAN 04-01-03 CKB 320 EAST SOUTH STREET, SUITE 180 DRAWN BY: - LOT FIT 12-16-02 CKB ORLANDO. FLORIDA 32801 (407) 426-7979 jj * /t FOR 1/ THE FIRM %TELLO JR. P /149 8 DATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 111 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 87, 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 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 flooding) 1202940035 E 4/17/95 4/17/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _.. B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a� 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) : 14. 3 ft.(m)ca a) o b) Top of next higher floor 23.5 ft,(m) W o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) 13. 8 fL(m) E ) 0 e) Lowest elevation of machinery.and/or equipment" w ca servicing the building (Describe in a Comments area) 13.5 ft.(m) E co 0 f) Lowest adjacent (finished) grade (LAG) 12.2 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 13. 4 fL(m) 0 h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 T t I f II flood C3 h n 0 I) o a area o a MCI openings ( vents) In . _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. I ILICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT ST :EA, N.18 ORLANDO FL 32803 SIGNATURE I A JV - r A 1))h i� DATE TELEPHONE 100/03 (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 111 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIL Number SANFORD FL 32771 SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT El Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed, E1. Building Diagram Number —(Select the building diagram most Similar to the building for which this certiflcate 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 ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management 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 FEMAassued or community4ssued BFE) or Zone AO. G3. ❑ The following informafion (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft,(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 87, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA I� O U F- V) Ld I� U W Z O F- I� LL.I Y N89'5899"E 107.31' _ PI CENTERLINE OF.� 92.73' RIGFIT-OF-WAY I zl of N OI O JI pl NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY WALK IS N89'58'19"E 65.00' 0.7' OFF 4'..:5....,., �. UTILITY EASEMENT 1, ----- N-----H O I 1P O - I 'ic6NCRETE::...- cl- N I .' DRIVEWAY-"" I I i' II c 12 1 5 20.0' .,,. 5.6 �i z • z LOT. 86 o w 0 - j 0 20.0' CERTIFIED TO AND FOR THE �0 a EXCLUSIVE USE OF: _ zz COMMERCE TITLE COMPANY �' a COMMERCE TITLE INSURANCE COMPANY N CTX MORTGAGE COMPANY, LLC O SET WITNESS CORNER O 1/2" IRON ROD AND CAP O LB #.93 (10/20/03) _z jOO. 3 P `\ 32.0' NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-20-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED. SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINLOE COUNTY VERTICAL CONTROL AS FURNISHED, BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 87 BEING N 89'58'19" E PER PLAT. (FIELD DATE:) 6-13-03 REVISED:. SCALE: I" = 30 FEET APPROVED BY: WRM FINAL 10-20-03 CKB ASM39701 FORMBOARD 06-23-03 CKB JDB NO. PLOT PLAN 04-01-03 CKB DRAWN BY: - LOT FIT 12-16-02 CKB o z z xa - TWO STORY w w CONCRETE BLOCK 'A a a o do WOOD FRAME o w �c RESIDENCE of F E] Y1 FINISH FLOOR ELEVATION=14.27 F z a 335_42' PI — — - � WALK IS - - 0.7' OFF 6.7' i z Ia S I¢ to \ LLJ 1n I Tr LOT 87 0 8,125 SO.FT.t i O O SUR S,J 19 kostj V) SYf CINf 1"=30' GRAPHIC SCALE 0 15 30 L1 S89'58'19"W 65.00' (UNPLATTED PER THIS PLAT) LEGEND SET 1/2" IRON ROD AND CAP O — . - . — BUILDING SETBACK LINE . LB #6393.(10/2D/03) — CENTERLINE Q FND NAIL 'OND DISC - LB-#68 1/20/03) ( — — RIGHT OF WAY LINE EXISTING ELEVATION 0 SET CAP LB#63931( 0/20/03)ND O CONCRETE CNA CORNER NOT ACCESSIBLE - 6 DELTA ANGLE LB LAND SURVEYING BUSINESS .DENOTES LS LAND SURVEYOR L DENOTES ARC LENGTH PR PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE (P) PER PLAT p1 DENOTES POINT OF INTERSECTION (M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY TYP TYPICAL - C/W CONCRETE WALK A/C AIR CONDITIONER S/W CP SIDEWALK CONCRETE PAD - CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE ` POC POINT OF CURVE PCC POINT OF COMPOUND CURVE ® 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 1BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA THTFS r t AMERICAN SURVEYING & MAPPING CERTIFICATION O , AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 FOR kyv� U1/ THE FIRM AM R. M CATELLO JR. P #49 8 DATE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 87, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY LOT 87 CONTAINS 8125 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 1505 SQUARE FEET t TOTAL CONCRETE 540 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 6080 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 25 % t I PC n N89'S8'19"E CENTERLINE OF� RIGHT—OF—WAY Z 3: 14-1 C3 O j LJJ Q 0 ac uj 4I Cr- ILIJ 0In Fn f., _ u- o BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' I j— SQUARE FOOTAGE (UP TO CURB) LOT 87 UP TO CURB CONTAINS 8840 SQUARE FEET t THIS STRUCTURE CONTAINS 1505 SQUARE FEET t CONCRETE 933 SQ. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 6402 SO. FT. t I � O U f'- N W I � U Z BRISTOL FOREST TRAIL Q 50' RIGHT—OF—WAY IN LL.1 Y 107.31' PI 335. 42' 92.73'— Z N s; N89'58'19"E 0 O P1 i 65.00 PROPOSED INLET 10' UTILITY EASEMENT I I ,s O O N O I i O Ln In CV N 13.0 5.0' 20.0' sl I .. 0 O O z PROPOSED 117 2509 FINISHED FLOOR o w z I ELEVATION=13.70 0 0 w A/C n n a W Z a 0 40.00' 40. o' LOT 87 8,125 SQ.FF± DRAINAGE TYPE A ----------- S89'58'19"W PREPARED FOR: CENTEX HOMES 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 NORTH LINE OF LOT 87 BEING N 89'58'19" E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM39701 DRAWN BY: PLAN 04-01-03 CKB FIT 12-16-02 CKB 65.00 MIKE 1"=30' GRAPHIC SCALE 0 15 30 (UNPLATTED PER THIS PLAT) LEGEND — . — . — . — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY — CENTERLINE PCC POINT OF COMPOUND CURVATURE — — RIGHT OF WAY LINE POC POINT ON CURVE X PROPOSED ELEVATION OR OFFICIAL RECORD l PD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW In,DENOTES DELTA ANGLE O L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION 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 SO, FT, SQUARE FEET PB PLAT BOOK NG NATURAL GRADE R RADIUS R/W RIGHT—OF—WAY PGS PAGES 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 IMPRCVEMENTS HAVE BEEN LOCATED EXCEPT" AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AM R. MiSCA I—t—fV '� FOR THE ` FIRM 0 J PS �j49 8 DATE 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 IMPRCVEMENTS HAVE BEEN LOCATED EXCEPT" AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AM R. MiSCA I—t—fV '� FOR THE ` FIRM 0 J PS �j49 8 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY FOR BUILDING r CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2509 LMR p 977 Builder: CENTEX-FOX & JACOBI Address: BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family l _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b_ N/A S. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2509 ft2 c_ N/A 7. Glass area & type a. Clear - single pane 258.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft2 b_ N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft _ c. N/A 0 POW b. Raised Wood, Adjacent R=11.0, 399.0W _ c. N/A 14. Hot water systems C , 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior _ R=4.1, 802.0 ft2 _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 310.0 ft2 _ b. N/A c. Frame, Wood, Exterior R=11.0, 1176.0 ft2 d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ft2 15. HVAC credits b_ N/A _ (CF-Ceiling fan, CV -Cross ventilation, _ c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A NU-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 31902 PASS Total base points: 35706 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy,Code. PREPARED BY DATE: APR 3 Q .2003 hereby certify that this building, as designed, is in r ! compliance with the Florida Energy Code. 0-WNER/AGENT. DATE: AN 3 0 2003 Review of the plans and T$E ST specifications covered by this o� _ ZTFo calculation indicates compliance y ; _ `:n with the Florida Energy Code. "'! " �0 Before construction is completed f d this building will be inspected for compliance with Section 553.908 Florida Statutes. c0D BUILDING OFFICIAL: DATE: EnergyGauge® (Version_ FLRCSB v3.2) +rr_. r FORM 500A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2509.0 25.78 11642.8 Single, Clear W 1.0 16.2 32.0 53.47 1.00 1705.6 Single, Clear W 1.0 14.2 10.0 53.47 1.00 532.7 Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1.00 1891.2 Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6 Single, Clear E 1.0 6.2 32.0 59.31 0.97 1847.8 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear E 1.0 10.2 32.0 59.31 0.99 1886.8 Single, Clear E 1.0 8.2 16.0 59.31 0.99 942.3 As -Built Total: 258.0 14025.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 310.0 0.70 217.0 Concrete, Int Insul, Exterior 4.1 802.0 1.18 946.4 Exterior 1978.0 1.90 3758.2 Frame, Wood, Adjacent 11.0 310.0 0.70 217.0 Frame, Wood, Exterior 11.0 1176.0 1.90 2234.4 Base Total: 2288.0 3975.2 As -Built Total: 2288.0 3397.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1741.0 2.13 3708.3 Under Attic 30.0 1741.0 2.13 X 1.00 3708.3 Base Total: 1741.0 3708.3 As -Built Total: 1741.0 3708.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 162.0(p) -31.8 -5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p -31.90 -5167.8 Raised 399.0 -3.43 -1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: -6520.2 As -Built Total: 561.0 -4449.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 2509.0 14.31 35903.8 2509.0 14.31 35903.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM ,600A-2001 SUMMER CALCULATIONS i Residential Whole Building Performance Method A - Details A ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 48834.7 Summer As -Built Points: 52710.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 52710.2 1.000 (1.087 x 1.150 x 0.90) 0.284 1.000 16851.5 48834.7 0.4266 20832.9 1 52710.2 1.00 1.125 0.284 1.000 16851.5 t v EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM ,60OA-2001 v r INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2509.0 5.86 2646.5 Single, Clear W 1.0 16.2 32.0 10.74 1.00 343.6 Single, Clear W 1.0 14.2 10.0 10.74 1.00 107.4 Single, Clear W 1.0 18.0 40.0 10.74 1.00 429.5 Single, Clear E 1.0 16.2 32.0 9.96 1.00 319.6 Single, Clear S 1.0 16.2 32.0 7.73 1.00 246.7 Single, Clear E 1.0 6.2 32.0 9.96 1.01 321.4 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear E 1.0 10.2 32.0 9.96 1.00 320.0 Single, Clear E 1.0 8.2 16.0 9.96 1.00 160.1 As -Built Total: 258.0 2592.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 310.0 1.80 558.0 Concrete, Int Insul, Exterior 4.1 802.0 3.31 2650.6 Exterior 1978.0 2.00 3956.0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0 Frame, Wood, Exterior 11.0 1176.0 2.00 2352.0 Base Total: 2288.0 4514.0 As -Built Total: 2288.0 5560.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1741.0 0.64 1114.2 Under Attic 30.0 1741.0 0.64 X 1.00 1114.2 Base Total: 1741.0 1114.2 As -Built Total: 1741.0 1114.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 162.0(p) -1.9 -307.8 Slab -On -Grade Edge Insulation 0.0 162.0(p 2.50 405.0 Raised 399.0 -0.20 -79.8 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: -387.6 As -Built Total: 561.0 1123.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 2509.0 -0.28 -702.5 2509.0 -0.28 -702.5 V, EnergyGauge@) DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM .600A-2001 r ' INTER CALCULATIONS 9 1 Residential Whole Building Performance Method A - Details J ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 7358.6 Winter As -Built Points: 9862.2 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) 9862.2 1.000 (1.078 x 1.160 x 0.92) 0.402 1.000 4555.7 7358.6 0.6274 4616.8 9862.2 1.00 1.150 0.402 1.000 4555.7 y. EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 4 FORM.600A-2001 CATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HE 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 20833 4617 10256 35706 1 16851 4556 10495 31902 �DWE�� EnergyGaugeTm DCA Form 600A-2001 EnergyGauge&I'laRES'2001 FLRCSB v32 FORM 60OA-2001 e ` 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 606.1.ABC.1.2.2 Penetrations/openings>1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-99 nTWI=P PRESCRIPTIVE MFASI IRFS Imnct hp mat nr axcppriprl by all rpciripnr_pc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 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 il EnergyGaugelm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 ENERGY (EPL) PERFORMANCE LEVEL DISPLAY t' ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. I _ New construction or existing New _ 12_ Cooling systems 2. Single family or multi -family Single family _ a_ Central Unit Cap: 42.0 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?. ye _ 6. Conditioned floor area (ft2) 2509 ft2 c. N/A 7. Glass area & type _ _ a. Clear - single pane 258.0 1112 _ 13_ Heating systems b. Clear -double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c_ Tint/other SHGC - single pane 0.0 W _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft _ c. N/A b_ Raised Wood, Adjacent R=I I.0, 399.0W _ 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, 802.0 ft2 _ _ EF: 0.86 b_ Frame, Wood, Adjacent R=I 1.0, 310.0 ft2 _ b. N/A _ c. Frame, Wood, Exterior R=11.0, 1176.0 W _ d. NIA _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a_ Under Attic R=30.0, 1741.0 ft2 _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, I 1 _ Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior 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) SAE s�91F in this home before final inspection. Otherwise, a new EPL Display Card will be completed 04 based on installed Code compliant features. APR 3 Q 2003 a b Builder Signature: Date: � a 8 Address of New Home: III BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 tr l�cObWE � *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 EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou 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) Des`` nlrformation9' {,_.. Weather: OrlandoAP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 36350 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 36350 Btuh Infiltration Method Simplified Corisstruction quality Average Replaces Area ft Heating Cooling 2 2509 25(KJ Volume (ft) 20072 20072 Air char ur 0.70 0.40 Equiv. A (drrl) 234 134 Heating Equipment Summary Make JANffROL Trade Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 29386 Btuh Ventilation 1485 Btuh Design temperature sng 3.0 °F Use Rate/swing multiplier 0.98 Total Sens. equip. bad 30253 Btuh Latent Cooling Equipment Load Sizing Internal gabs 1380 Btuh Ventilation 2212 Btuh Infiltration 3946 Bttrh Total latent equip. bad 7538 Btuh Total eeqqu 37791 Req. dal at 0.70% SHR 3.6 ton Cooling Equipment Summary Make JANTROL Trade Efficiency 7B HSPF Efficiency 120 EER Heating input Sensible coding 29050 Btuh Heating output 0 Btuh @ 47°F Latent cooling 12450 Btuh Heating temp rise 0 °F Total cooling 41500 Btuh Actual heating fan 1400 cfm Actual cooling fan 1400 cfm Heating air flow factor 0.039 dm/Btuh Cooling air flow factor 0.048 drn/Btuh Space thermostat Load sensible heat ratio 80 % " Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr114ght50ft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 4 AXA E:\Files\f\Fox & Jacobs 20021250912509.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 20072 ft3 x 0.0167 = 234 cfm 2 Winter infiltration bad 1.1 x 234 cfm x 32 `F Winter TD = 8243 Btuh 3. Winter infiltration HTM 8243 Btuh / 296 ft2 Total window = 27.8 Btuh/82 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20072 ft3 x 0.0167 = 134 cfm 2 Summer infiltration bad 1.1 x 134 cfm x 18 °F SummerTD = 2650 Btuh 3. Summer infiltration HTM 2650 Btuh / 296 ft2 Total window = 9.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moistdiff. x 134 cfm = 3946 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing bad Sensible ventilation load 1.1 x 75 cfm vent x 18 °F SZ.mmerTD = 1485 Btuh Sensible load for structure (Line 19) + 29386 Btuh Sum of ventilation and structure bads = 30871 Btuh Rating and temperature swing multiplier x 0.98 Equipment stung bad - Sensible = 30253 Btuh 2 Latent sing bad Latent ventilation bad 0.68 x 75 cfm vent x 43 gr/Ib moist.diff. = 2212 Btuh Intemal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3946 Btuh Equipment song bad - latent = 7538 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA th meet all requirements of Manual J 7th Ed. wraghrtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 ACCA E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C. W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FAMILY a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 PDR NOOK/KITCHEN a n w a C n 0 d 1 1 90 1.0 1.0 11.0 3.2 54.4 10.0 0.0 b n W a C n 0 d 1 1 90 1.0 1.0 11.0 7.0 54.4 40.0 0.0 LDY DIN/LIWFOY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 a • n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 MSTR. BR a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 0.0 M.BTH/WIC BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BDRM3 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 16.0 0.0 BTH2 BDRM4/GAME RM a n e C C n 0 d 1 1 90 1.0 1.0 5.0 5.2 54.4 32.0 0.0 a n e C C n 0 d 1 1 90 1.0 1.0 3.0 5.2 54.4 16.0 0.0 �,z� W1"IgiltSOft Right -Suite Residential"' 5.5.06 RSR26014 2002-Apr-03 16:42:13 ,CCK E:1Fileslf\Fox & Jacobs 2002\2509\2509.rsr Page 1 v RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NµWUW_J. !ill to 1 Naredroorn Enfire Hose FAMILY PDR NOOIUQTCHEN 2 Lecg1hofegrosednel 323.0 ft 54.0 ft 4.0 ft 34.0 ft 3 RacrndnaEirs 17.0 x 15.0 ft 4.0 x 8.0 It 24.0 x 11.0 fl 4 Cefigs CaA Option 8.0 1 heaflcool d 8.0 It hea<bool 8.0 ft heatbool 8.0 It i hedbod TYPE OF CSi H TM Area Load (Btrh) Area Load Pb.4 Area (Binh) Lcad h) Area Load (Binh) EWOSURE NSD Htg Clg (fly Htg Clg (ft2) Htg Clg (W) Htg Clg (ft) Hlg 1 Clg 5 Gross a 14B 4. 21 9ffi272 "" "" 272 Ev-d b 13C 3 1 328 "" "" 1 'T "" 0 vat and c 12C 2 1.9 1288 "" "'" 0 "" "" ""` 0 partitions d Of O-C "" "" "' "" 0 e 0. 0. "" "" " ' 0 f0. 0. ,... , ,. .... ..» .,« ,.» 0 6 Wfd3mard a 1C 37. " 218 8057 - 1183 "" 10 370 - glass doors b 8C 37. 147E "'- 0 "" "" 40 1478 - Heating c 9C 38. "'- 0 "" 0 0 d0. "" 0 "" "" 0 0 e 0. 00 0 0 0 f0.0 0"" ""' 0 0 7 VVrrbnsad North 0. Q - 0 0 - 0 0""C 0 glass doors NUM 0. C- 0 0 -0 0 - 0 " Cooling ENV 54. 2m - 12294 32 - 1741 0 - 0 - 2720 SESVV 0. C0 0 0 00 "' 0 South 30. 1973 0 "" 0 0""' 0 " Horz 0. "" 0 0 "" 0 00 " 8 Otherdoors a 11A 18. 12 717 484 18 340 229 0 0 b 11A 18 12 0 0 0 0 c 0. 0. 0 0C 0 0 0 0 0 9 Net a 14B 4.f 21 802 3096 1651 240 1106 494 222 1023 457 eposed b 13C 3 1. 310 917 363 142 447 166 101 0 0 walls ad c 12C 2 1. 1176 3397 2286 0 0 0 partitions d 0. 0. 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 1741 1838 2413 0 0 264 279 366 b 0. 0. 0 0 0 0 0 c 0. 0. 0 0 d 0. 0. 0 0 al ul 0 0 e Of Of 0 0 0 0 f 0. Of 0 0 0 11 Floors a 22A 25. 0. 162 4199 0 54 1400 0 4 1 34 881 (Note: roan b 19G 1.1 0.0 390 453 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 rs ddispL d Of Of 0 0 0 0 0 C 0 0 for stab a 0.( Of 0 0 0 0 0 0 floors) f Of Of q 0 0 0 0 0 0 0 12 Infiltration a 27. 9.0 296 8243 395DI 50 1392 448 q 50 1 13 Subtotal bss*+8-+11+12 33046 - - 59M „» ,.. ,.» .. '<B - Less a tmal heating 0- - ••» , , ,, • 0 - Less transfer 0- - , , ,• , ,,,• 0 - edstrilxbon:« . . ..,, , 14 � 1(r 3305 "`- 1Q/ 597 - 1�/� - 10 % 542 "'- 15 Total loss =13+14 36350 - m- 16 1nL gains Pecple @ 300 E- 1800 4 - 1290 0- 0 " A,ppl. @ .1290 21800 0"" - 1 - 1 17 SitRSHg*F7+8-+12+16 "'- ""` 26714 427E "" 5191 Less edernel cooling - "" 0 "" 0 - - Less transfer - • _ 0 ,• , , •• 0 - "`- Goofing redistribution - • » 0 ,• • - - 18 Dud gain 10' 2571 10'/ - 428 10'/ - 10 % - 51 19 Total RSH ga"17+18)-PLF 1.00 293% 1:00 - 4706 1D0 1.W - 571 20 Air required (din) 1400 1 1400 " 2QJ 224 I PrvltoLlt mtW by ACCA to meet all requirements of Manual J 7th Ed. V wr�gl-rtsoTt Right -Suite ResidentialTM 5.5.06 RSR26014 2002-Apr-03 16:42:13 '4CCk E:1Files\f\Fox 8 Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 f 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvwrvcrr c rr, rn 1 Nanedmorn Ll)Y DINUViFOY NiSTRBR MBTR VIC 2 Laglidexposedva 6.0 ft 64.0 It 40.0 ft 30.0 It 3 Fbomdrnermz 16.0 x 6.0 ft 19.0 x 22.0 ft 21.0 x 19A ft 13.0 x 16.0 It 4 CerY,gs Card Option 8.0 1 he" 8.0 ft hedkod 8.0 ft hedlmol &0 ft hea000l TYPE CF CST HTM Arm LOWW) Area Load W) Area toad fth) Attu Load W) DFO6lRE NC. Htcj CIg (fly Htg CIg OF) Hlg Clg ((t� Htg CIg (ft) Htg Clg 5 Gross a 14B 4. 21 4E"" 'm - - - 0 - - Expmed b 13C 3 1 1 - - - 0 - - wall; and c 12C ZE 1. - - 3m - - 240 - - partbons. d Of 0. "" "" - - 0 - - 0 - - f 0. 0. 0 - - "" - 0 "" - 6 V*IbAsand a 1C 37. (A ""` 11 - 0 glass doors b 8C 37. "" o - 0 - Heating c 9C 38. " ' 0 - 0 0 - e 0. 0 0 0 f I0. "" "" 0 0 7 ftd3rsad North Of 0 0 "" 0 "" 0 "" glass doors NEW 0. "" 0 0 0 - 0 "" Cooling ENV 54. "" 0 32 - 1741 "" 1741 0 - SErSW 0. "" 0 0 "" - 0 "" Safi, 30. "" 0 ?2 " 973 - 0 "" Horz 0. "" 0 0 - 00 - 0 "" 8 Olffdoors a 11A 18. 12 0 0 20 378 255 0 0 0 0 b 11A 18. 12 0 0 0 0 0 0 0 0 C Of 0. 0 0 0 0 0 0 9 Net a 14B 4. 21 4E 221 99 212 1341 601 0 0 0 0 eposEd b 13C 3 1 0 0 136 428 150 0 0 0 0 wars and c 12C 2 1. 0 0 0 286 829 590 240 691 41 patiba,s d 0. 0. 0 0 0 0 0 0) e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 0 10 Ceilings a 16G 1. 1. 0 0 0 399 421 208 220 2Bt b 0. Of 0 0 0 0 0 0 0 0 c 0. 0) 0 0 d 0. 0.a 0. 01 0 0 0 0 0 0 0 e 0. Of 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 11 Floors a 22A 25. O-C 156 0 64 1699 0 0 0 (Nod: room b 19G 1. 0. 0 0 399 453 0 0 is d�sspl. d 0. 0. 0 0 0 0 0 for slab a 0. 0. 0 0 0 floors) f 0. 0. 0 0 0 12 Infiltration a 27 9.0 0 0 84 2339 752 32 891 0 13 SDI bs&-6+8 +11+12 "" 377 - "" 8515 "" "" 911 - Loss ex wel heating "" - "" *"` , .. 0 - Lesstrasfa '* - "" *'' 0 - ..» ,.» ,,.. . » , .. , . 0 .., 14 Dud loss 1 "" 10%/ 10'/ 100 91 15 Total loss =13+14 "" 414 - 9067 41 "" 1002 16 Int gairG People @ 300 - 0 1 - 300 1 "' 0 - 1200 1 - 600 0 - 0 " 0 17 Subtot RSH gar�7+8_+12+16 - Ew - - 4781 - - Less e*rnal cooling - - 0 - - 0 »» - ,•» ,• Less trar,�er - - 0 - , ,. - - ... ,.» Cooing rerisfibrtim - - 0 - - 0 - - 18 Dud gain 10" - 70 101 - 478 1(y/ - 344 10 % "" 19 ToW RSH gair"17+18)'PLF 1.w "" - 1.00 - 52M 1.00 - 1.00 "" 20 Air rectured (con) "" 1 37 361 251 1 1 9 Prirl6otrt certified by ACCA to meet A requirements of Manual J 7th Ed. wrrfg! �tsOft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 '4CC�l E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVViI`AlyLJ. Into. 1 m Naecfroorn BDRN12 BDRN13 BTH2 BDFN4rAWFU 2 L xjthdeposedval 15.0 ft 28.0 ft 6.0 ft 42-0 ft 3 Roomdrnslsbrs 15.0 x 17.0 It 13.0 x 15.0 ft 16.0 x 6.0 ft 18.0 x 18.0 ft 4 Cefigs CorA Option 8.0 1 he" 8.0 ft hanf d 8.0 ft hea" 8.0 ft heaVood TYFECF CSi HIM Area Load(Btih) Arm Load(Btrh) Area Load Pth) Area LDBd(BLJfI) E)PCSLFE ND. Htg Clg OF) Htg I CI9 (fl Htg CJ (f) Htg Clg (fF) Htg CIg 5 Gross a 14B 41 21 C 0- - - 0 - "' Bposed b 13C 3 1 «- - 0 - - 0 - - VIOL and c 12C 2 1. 1 "" - - 48 - - -m - - partitions d 01 Of - - C .,,,, - 0 - - f Of Of - - 0 - - 0 - - 6 W Am6ad a 1C 37. 1 ml - 16 591 - - 48 177 - glass doors b 8C 37. - 0 - • , 0 - Healing c 9C 38. - 0 - - 0 0 "'- f0. ""' "„ 0 0 7 Wiidxsad North 0. - 0 0 - 0 - 0 glass doors NENW Of 0 0 0 0 0 Cooing EW 54. 1 - 870 16 - 870 0- 48 2611 SESW 0. 0 0 - 0 0"' 0 South 30. - 0 0- 0 0- 0 " Horz 0. - 0 0- 0 0- 0 8 Olherdoors a 11A B. 12 0 0 0 0 0 b 11A 18. 12 0 0 0 0 0 0 c 0. 0.0 0 0 0 0 9 Net a 14B 4. 21 0 0 0 0 bposed b 13C 3 12 0 0 0 0 0 0 0 vvalsad c 12C 2 1. 104 3C/I 22 Zbt 404 48 138 28B 829 560 Partitions 0. 0. p� e Of C 0 0 0 00 0 0 0 f 01 0.0 0 0 0 0 0 0 0 10 Ceilings a 16G 1. 1A 255 269 353 195 296 270 96 101 133 324 342 41 b 0. 0. 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 d 0. 0. 0 0 0 0 0 0 e Of 0. 0 0 0 00 0 0 f 0. Of 0 0 0 0 0 0 11 Floors a 22A 25. 0. 0 0 0 0 0 0401a: room b 19G 1. 0. 0 0 0 0 0 c 0. 0. 0 0 0 0 rsd�p� d 0. 0. 0 0 1 00 0 0 for slab a 0. 0. 0 0 0 0 Doors) f 0. 0. 0 0 0 0 0 12 Infiltration a 27. 9. 16 4461 143 16 446 143 q 48 1337 13 SubloWloss=C".+11+12 - 1606 - - 1842 - - 2 - - - Less exernal healing «» 0 - „ . C - . ,. 0 - - 0 - Less transfer , .. 0 - » . C - ,,, 0 - - 0 - Heating rtnbution ... .. .. , ,. ,.» 14 Dud loss IUY. 161 "" 1(Y/ 184 *"` 1(Y/ 24"" 10 % 15 Tdal loss =13+14 - 1766 "" 2MIJ 264"' "' 4711 16 Int gam Fbople @ 300 C- 0 0 - 0 0 - Appl 1200 - 0 0 - 0 0 - 17 1 Srhfot RSH gaiF7+8.+12+16 "" - 15a9 - 1688 226 - - 4050 Less exerrd cooling - - 0 - - 0 «•• - "" Less trader ,.- - 0 - 0 ... ,,. - - Cooing redistribution - - 0 - '•,• , • - 18 Dud gain 101 - 157 1 169 1R/I "" z 10°/ "ArFJ 19 Total RSH gan�17+18)"PlF 1.00 "" 1725 1.00 - 1857 100 "" 1A0 4455 20 Air required (dn) 82 "" 88 - 1 1 _ 181 21 Prir W certified by ACCA to meet al requirements of Manual J 7th Ed. wregF7tsOit Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 `��` E:1FileslflFox & Jacobs 20021250912509.rsr Page 3 Job Truss Truss Type Oty Ply Centex-Orlando/2509-Arsk/4-19-3 ' 53906901 GE.18 ROOF TRUy 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:36 2003 Page 1 -1-0-0 3-6-0 7-0-0 6-0-0 1-0-0 3-6-0 3-6-0 1-0-0 Scale = 1:14. 5x4 = C 5.00 12 - - - w1 T1 T1 _ D E IG F2x3 II 3x4 = . - - 3x4 = 3-6-0 7-0-0 3-6-0 3-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) -0.00 F >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 F >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 D n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl a 240 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 ocpurlins. 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) Bm333/0-8-0, Dm333/0-8-0 Max Horz Ba-52(load case 5) Max UpliftB--153(load case 4). D--153(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-Bm22, B-Ca-318, C-D--318, D-Ea22 BOT CHORD B-F-244, D-Fm244 WEBS C-Fa74 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; 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 DOLa1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 lb uplift at joint B and 153 lb uplift at joint D. 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 1 � o o N UJ Ci M N Z f1 Customer No: 11045 Customer Name: CENTEX NUME5 UHLANUU 5nop No: 0JUMU1.111 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 GE18 Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/4-19-3 Job 539 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No : 53906901 Contractor/Job: 2509 EL.A RF Date R6q:04/24/2003 Draw No:53906901 GE1 5 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Arsk/4-19-3 3906901 T16 819� 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:37 2003 Page 1 1-0-0 6-5-6 9-8-0 12-10-10 19-4-0 20-4-0 1-0-0 6-5-6 3-2-10 3-2-10 6-5-6 1-0-0 - Scale - 1:34. 5x4 = D _ .. -2x3 5.00 12 - - c E NI e F 3x5 = H 34 = 5x8 = 9-8_0 19 4-0 9-8-0 9-8-0 Plate Offsets X Y : H: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 0.35 Vert(LL) 0.08 B-H >999 TL20 245/193 TCDL '10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.23 8-H >986 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft — 240 Weight: 81 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-4 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) F-830/0-3-8, B-830/0-3-8 Max Horz B-110(load case 4) -- 'Max UpliftF=-270(load case 5), 8=-270(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--1379, C-D--1072, D-E--1072, E-F--1379, F-G=22 BOT CHORD B-H-1221, F-H-1221 WEBS C-H=-366, D-H-690, E-H=-366 NOTES . (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint F and 270 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall. verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 eS 1 i 3 u1b N. 4st C= \ Y Q >n E Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 T1 6 Job Truss Truss Typ `` Qty Ply Centex-Orlando/2509-Alsk/4-19-3 -- 53906901 G17 COMMON 1 3 Job Reference (optional) Universal Forest Products,)nc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr23 08:33:38 2003 Page 1 7 0 12 9-8-0 12-3-4 19-4-0 . _ , 20-4-0 1 7-0-12 2-7-4 2-7-4 , 7-0-12 1-0-0 - Scale a 1:32. 5x4 '. p '- 30 3x4 .' - 5.00 12 - ,... E ./ - .303x4 C 9 2 W F. W4 - W4 81 H �q d d 5x7 = M L K J I 50 M. 11 7x6 = 8x8 = 7x6 = 3x6 II 7-0-12 9-8-0 12-3-4 19-4-0 7-0-12 2-7-4 2-7.4 7-0-12 Plate Offsets X Y: A:0-3-6 0-0-0 , F:0-0-0 0-0-0 G:0-3-6 0-0-0 1:0-0-0 0-0-0 J:0-3-0 0-4-4 L:0-3-0 0-4-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc). I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.17 K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.26 K-L >869, BCLL 0.0 ' Rep Stress Incr NO WB 0.85 Horz(TL) 0.06 G n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 381 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-11 oc purlins. BOT CHORD 2 X 8 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) A-7819/0-3-8, G-5556/0-3-8 - Max Horz A=-126(load case 5) Max UpliftA=-2536(load case 5), G=-1895(load case 5) FORCES (lb) -First Load Case Only TOP CHORD A-B=-15883, B-C=-13343, C-D=-10827, D-E=-10823, E-F=-13530, F-G=-13257, G-H=29 BOT CHORD A-M=14702, L-M=14702, K-L-12296, J-K-12462, I-J-12249, G-1-12249 WEBS C-L-3367, D-K-7962, E-J=3643, C-K=-3380, E-K=-3624, B-M=1928, B-L=-2751, F-1=-571, F-J=244 NOTES (7) 1) Special hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049.51b up at 12-3-4 on bottom chord. Design for Unspecified connection(s) is delegated to the building designer. 2) 3-ply truss to be connected together with I Od Common(. 1 48"x3"), Nails as follows: Top chords connected as follows: 2X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 4 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 00. Special hanger(s) or connection(s) required to support concentrated load(s) 3053.O1b down and 1049.51b up at 12-3.4 on bottom chord. Design for ` unspecified connection(s) is delegated to the building designer. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2536 lb uplift at joint A and 1895 lb uplift at joint G. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 3053.Olb down and 1049.51b up at 12-3-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss shall be fabricated per ANSIfrPI 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. 6 LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 _ K-r Uniform Loads (plf) Vert: A-J=-740.0, G-J=-20.0, A-D=-60.0, D-1-1=-60.0 N Concentrated Loads (lb) Vert: J=-3053.0 t .._ C%J < a y,r 1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 G17 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/4-19-3 53906901 EJ7 R 7 1 - ` Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inca Wed Apr 23, )8:33:38.2003 Pagel •1-0-0 7-0-0 1-0-0 7-0-0 Scale - 1:15. 5.00 F12 Tt B 81 D U4 = 6-11-4 7- -0 6-11-4 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.17 A >80 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-198/Mechanical, B=346/0-3-8, D-68/Mechanical Max Horz B-159(load case 5) Max UpliftC=-165(load case 5), B=-75(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=62 BOT CHORD . B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; 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 165 lb uplift at joint C and 75 Ib,uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for Administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASES) Standard 23 W 'M .a l cvCo N CL Customer No: 1.1045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 EJ7 s Job Truss Truss T e Qty Ply Centex-Orlando/2509-Arsk/4-19-3 53906901 HJ7 E DJACK TRUSS 3 1 - Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:38 2003 Page J 1-6-8 5-8-3 9-10-1 4-1-13 Scale - 1:18. 5-8-3 9-9-4 9-W-1 5-8-3 4-1-1 0-0-12 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) 0.03 F-G >999 TL20 245/193 TCDL 10.0 . Lumber increase 1.25 BC 0.40 Vert(TL) -0.06 F-G >999 BCLL 0:0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft — 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins: BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=435/0-3-8, E-408/Mechanical, D=222/Mechanical Max Horz B=193(load case 4) Max UpliftB--242(load case 2), E--64(load case 3), D=-179(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-8-24, B-C--858, C-D=46 BOT CHORD B-G=800, F-G=800, E-F=0 WEBS C-G=169,.C-F=-877 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; 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 242 lb uplift at joint B, 64 lb uplift at joint E. and 1.79 lb uplift at joint D. 3) Truss shall be fabricated per ANSI/TPI 1-65 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 - 1 conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit s 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-13 -60.0 Trapezoidal Loads (plf) Vert: B=0.0-to-E--49.5, B=-2.2-to-D--148.5 a LLP p f ,s l Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 HJ7 6 Job Truss Truss T e City Ply Centex-Orlando/2509-Arsk/4 19-3 b3906901 H1 MONO HIP. 1 1 Job Reference (optional) - Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:39 2003 Page 1 1-0-0 7-0-0 12-10-10 18-7-9 24-4-7 30-1-6 36-0-0 , 1-0-0 7-0-0 , 5-10-10 5-8-14 5-8-14 5-8-14 5-10-10 - - - Scale - 1:62.1 700 = 5A = 5x6 = 5x8 = 2x5 11 5x6 = 5x10 .. 5A012 C O E F. O H 1 1 1 Wt IV w1 1 8 3 - dA 500.= -- O.. P O N M L K.. J 24 11 500 M1118H= 5x6 = 5x6 = - - 5x10 M1118H= 7x10 = U5 II -. 5x10= 7-1-12 12-10-10 18-7-9 24-4-7 30=1-6 36 0 0 7-1-12 5 8-14 5-8-14 5-8-14 5-8-14 5-10-10 Plate Offsets X Y : B:0-2-7 Ed e C:0-3-4 0-4-0 K:0-3-8 0-3-8 LOADING (psf) SPACING 2-0-0 ` CSI DEFL in (loc) I/defl. PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.79 N-0 >544 TL20 248/193 TCDL . 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1.12 N-0 >383 BOLL 0.0 Rep Stress Incr NO WB .0.86 Horz(TL) 0.19 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 230 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 'Except TOP CHORD Sheathed, except end verticals. T1 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 4-1-8 oc bracing. BOT CHORD 2 X 6 SYP No.1 `Except WEBS 1 Row at midpt I-K - B22X6SYP SS WEBS 2 X 4 SYP No.1 ,'Except W3 2 X 4 SYP No.2, W2 2 X 4 SYP No.3 W2 2 X 4 SYP No.3, W2 2 k4 SYP No.3 W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 REACTIONS (lb/size) J=3136/Mechanical, B-3053/0-3-10 (input: 0-3-8) Max Horz B=163(load case 3) Max Uplift)=-1273(load case 3), B=-1058(load case 3) FORCES I (lb) - First Load Case Only TOP CHORD A-B-26, B-C=-7057, C-D=-9389, D-E--10135, E-F=-8829, F-G=-8829, G-H=-8829, H-I=-5501, 1-J--2966 BOT CHORD B-Q=6455, P-Q=6472, 0-P=6472, N-O=9387, M-N-10135, L-M=5501, K-L=5501, J-K=190 WEBS C-Q=326, D-0=-1177, E-N=-114, G-M--738, H-K=-2378, C-0=3235, D-N=832, E-M=-1453, H-M=3701, I-K=5908 NOTES (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) WARNING: Required bearing size at joint(s) B greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1273 lb uplift at joint J and 1058 lb uplift at joint B. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 7-0-0 on top chord. Design for unspecified connections) is delegated to the building designer. 9) Truss shall be fabricated per ANSI/TPl 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. 10),Right end maybe attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. rn o � W �. CID LOAD CASE(S) Standard N 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 r,La Uniform Loads (pit) '' N . Vert: B-J--43.5, A-C=-60.0, C-I=-130.6 Concentrated Loads (lb) k Q Vert: C=-385.0 > Q +,; h, Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.ARF Date Req:04/24/2003 Draw No:53906901H1 r Job Truss Truss Type Oty Ply Centex Orlando/2509-Arsk/4 19-3 53906901 H2 MONO HIP 1 1 ' Job Reference (optional), Universal Forest Products,lnc., BurlingWMqC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:39 2 003 Page 1 10 5-8-14 9-0-0 15-9-14 22-6-0 29-2-2 36-0-0 1-0-0 5-8-14 3-3-2 6-9-14 6-8-2 6-8-2 6-9-14 Scale - 1:62.1 5x7 = 3x6 = 5x8 = 3x6 = 5x5 = 5.00 r12 - D E F_ - O- H - - 2x3J ., C W2 W2 W2 3 6F. dA 3x7 = O N M L K J 3x6 = 3x8 = 3x6 = 3x8 = 3x8 = 3x6 = 2x5 11 5-8-14 9-1-12. 15-9-14 22-6-0 29-2-2 36-0-0 5.8-14 3-4-14 6-8-2 6-8-2 - 6-8-2 6-9-14 Plate Offsets X Y : D`.0-5-4 0-2-8 F: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 0.94 Vert(LL) 0.30 L-M >999 TL20 245/1,93 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.51 L-M >848 BCLL 0.0 Rep, Stress Incr NO WB 0.80 Horz(TL) 0.11 I n/a BCDL '10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 185 lb LUMBER .BRACING TOP CHORD 2.X 4 SYP No.2 TOP CHORD Sheathed or 3-0-14 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 ` BOT CHORD Rigid ceiling directly applied or 10-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) - B=1498/0-3-8,1-1427/Mechanical Max Horz B-220(load case 3) Max UpliftB=-431(load case 2), 1=-483(load case 3) FORCES (lb) - First Load Case Only TOP CHORD, A-B=22, B-C--3062, C-D--2815, D-E--3374, E-F=-3210, F-G--3210, G-H=-2114, H-1=-1354 BOT CHORD 13-O=2766, N-0=2580, M-N-2580, L-M-3374,.K-L=2114, J-K-2114, I-J=69 WEBS D-0=314, C-0=-2381 E-M=-324, F-L=-391, G-J--1037, D-M=908, E-L--188, G-L=1260, H-J=2352 NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category II; exposur&B; enclosed; MWFIRS. gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint B and 483 lb uplift at joint I. 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. 5) H28R: Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard `� CC O MCC I- cj' in 01 xr� Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:53906901 s Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H2 " Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/4-19-3 53906901 H3 ROOF+r�# S 1 1 I ' Job Reference' (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:40 2003 Page 1 -1-0- 6-5-3 11-0-0 25-0-0 29-6-13 36-0-0 1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 Scale - 1:61. 5x6 = 5x6 = 2x3 II D rE F 5,00 12 20 20 c G W2 W2 3 4 W '� H 9 d A (g 3x7 - M L K J 13x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 9-3-14 18-0-0 26-8-2 36.0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y `. D:0-3-0 0-2-4 F:073-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.22 K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.43 K-M >999 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 167 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) H=1427/Mechanical, B=1498/0-3-8 Max Horz B=131(load case 4) Max UpliftH=-328(load case 3), B=-382(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3046, C-D=-2782, F-G=-2789, G-H=-3057, D-E=-2829, E-Fm-2829 BOT.CHORD B-M=2749, L-M=2371, K-L=2371, J-K=2374, 1-Jm2374, H-1=2761 WEBS C-Ma-309, D-M=432, F-1=440, G-6-315, E-K=-443, D-K=549, F-K=544 NOTES (5-6) : 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; 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 328 lb uplift at joint H and 382 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) H28R: Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard (�Y W3 4h Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H3 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/4-19-3 53906901 H4 ROOF TRUSS 1 1 - Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:40 2003 Page 1 10- 6-5-3 13-0-0 23-0-0 29-6-13 36-0-0 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 Scale a 1:61. t l 5x6 = 5x6 - 2x3 11 D E F 5.00 12 2x3 2x3 C ,.IN - 2 IV IN3 G. - C h • 4 W H dA 6 Io 30 _ M L K J 1 3x7 = 3x6 = 3x8 = : 3x8.= 3x8 = 3x6 = 9-3-14 18-0-0 26-8-2 36_0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.18 K >999 TL20 245/193 TCDL. 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.39 K-M >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight:171 lb 9 i LUMBER BRACING ` TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-1-1 oc purlins. - i BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. ' WEBS 2 X 4 SYP No:3 REACTIONS (lb/size) Hm-1427/Mechanical, B=1498/0-3-8 Max Horz B=149(load case 4) Max UpliftH=-319(load case 5), B=-389(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3071, C-D--2769, F-G=-2776, G-H--3081, D-E=-2365, E-F=-2365 BOT CHORD B-M=2777, L-M=2174, K-L=2174, J-K=2176, I-J=2176, H-1=2788 WEBS C-M=-394, D-M=552, F-1=560, G-1=-400, E-K--252, D-K-284, F-K=280 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; 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 319 lb uplift at joint H and 389 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on s this sheet is fo 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. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1 CL M ti d. a. �1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H4 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Arsk/4-19-3 53906901 H5 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burli 215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:41 2003 Page 1 1-0-Q 6-5-3 11-10-14 15-0-0 , 21-0-0 24-1-2 29-6-13 36-0-0 i 1-0-0 6-5-3 5-5-10 3-1-2 6-0-0 3-1-2 5-5-10 6-5-3 Scale . 1:61. 5.00 12 5x6 = . 5x6 5x8 ETqF 5x8 D G 2 x 3 N� - 1 - 2x3- C W W2 W2 3 Fi 4 w A 9 Id 3x7 = N M L K J 30 = 3x6 = 3x8 = 500 = 3x8 = 3x6 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3A 4 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 0.43 Vert(LL) -0.17 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.38 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft — 240 Weight: 183 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1498/0-3-8, 1=1427/Mechanical Max Horz B=168(load case 4) Max UpliftB=-413(load case 4), 1=-343(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--3063, C-D=-2770, D-E=-1983, F-G--1983, G-H=-2778, H-I=-3073, E-F=-2021 BOT CHORD B-N-2768, M-N=2265, L-M=2265, K-L-2268, J-K=2268, I-J-2779 WEBS C-N--371, D-N=496, G-J-504, H-J--377, E-L-505, F-L=504, G-L--596, D-L--593 NOTES (5-6) . 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; 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 413 lb uplift at joint B and 343 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. 6) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard u LLJ 0 CL N rm N Z Q- ax Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H5 Job Truss Truss Type �totosto,� Qty Ply Centex -Orlando/2509-Arsk/4-19-3 53906901 H6 RO RUSS 1 1 - Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:41 2003 Page 1 -,1-0T 6-5-3 11-10-14 17.0-0 , 19-0-0 , 24-1-2 , 29-6-13 36-0-0 i 1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 Scale - 1:61. - - 5.00 F12 5x6 = 5x6 E F 5x8 -5;� - 5x8 - -- D O 2x3 O 1 20 �i h C w W2 W2 3 H n 4 W 8 1 �A 'g 3x7 = N M L K J 3x7 = -3x6 = 3x8 = 5x12 = - 3x8 = 3x6 = 9-3-14 18-0-0 26-8-2 36 0-0 — -- -�. 9-3-14 8-8-2 8-8-2 9-3-14 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 0.44 Vert(LL) 0.17 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.38 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 183 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) Bm1498/0-3-8, Id1427/Mechanical Max Horz B-186(load case 4) Max UpliftB=-435(load case 4), 1=-364(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-Ca-3057, C-D--2773, D-E--1947, F-G--1947, G-H--2780, H-1--3067, E-F--1812 BOT CHORD B-N-2762, M-N=2278, L-M=2278, K-L-2281, J-K-2281, I-J-2773 WEBS C-N--353, D-Na484, G-J-491, H-Jm-359, E-L-524, F-L-523, G-L--696, D-L--693 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; 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 435 lb uplift at joint B and 364 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. 6) H28R: Right end may be attached to 2x8 So. Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard \� sf CU C\1 rl. Customer NO: 11u45 yustomer Name: t:tN I to riUMtS UNLANWU anop NO: ojuuuuul Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H6 i Job Truss Trus ype r -- - Oty Ply Centex-Ortando/2509-A l J4 19 3 53906901 T7 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:42 2003 Page 1 -1-0- 6-5-3 11-10-14 18-0-0 24-1-2 29-6-13 36-0-0 1-0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-5-10 6-5-3 Scale -1 d/ 3x7 = 5x6 = 5.00 12 E M L K l 3x7 = 3x6 = 3x8 =. 3x8 = 3x8 = 3x6 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14, 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) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.18 K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.39 H-1 >999 ' BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 174 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD. Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1498/0-3-8, H=1427/Mechanical l� Max Horz B=195(load case 4) Max UpliftB=-444(load case 4), H=-374(load case 5) i FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--3056, C-D=-2773, D-E=-1944, E-F=-1944, F-G=-2781, G-H=-3066 BOT CHORD.. B-M=2760, L-M=2281, K-L=2281, J-K=2284, I-J=2284, H-1-2772 WEBS C-M=-349, D-M=481, D-K=-704, E-K=1052, F-K=-708, F-1=489, G71=-355 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; 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 444 lb uplift at joint B and 374 lb uplift at joint H. 4) 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. 5) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation: LOAD CASE(S) Standard ci.: 4 rri CV Z 0- - o i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 T7 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Allsk/4-19-3 53906901 1-19 ROO 1 1 - Job Reference (optional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:42 2003 Page 1 1 0 p f-5-3 11-10-14 17-0-0 19 0-0 , 24-1-2 29-6-13 36-0-0 1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 1-0-0 Scale - 1:61. 5.00 12 5x6 = 5x6 = E F 5x8 5x8 D <2x3 J 1 2x3 .- C W W2 W2 3 H n a w A 3x7 = O N M L K 3x7 = - — 3x6 = - 3x8 =. 502 = 3x8 = 3x6 = - 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 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 CS1 DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase" 1.25 TC 0.42 Vert(LL) 0.17 M >999 TL20 245/193 TCDL 10.0 Lumber Increase . 1.25 BC 0.70 Vert(TL) -0.38 M-O >999 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min 1/defI - 240 Weight: 185 lb LUMBER - BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1497/0-3-8, 1=1497/0-3-8 Max Horz B=-178(load case 5) Max UpliftB--434(load case 4), I--434(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3054, C-D— 2770, D-E--1944, F-G--1944, G-1-1=-2770, 1-1-1=-3054, I-J=22, E-F=-1809 BOT CHORD B-0m27591 N-0=2275, M-N=2275, L-M=2275, K-L=2275, I-K=2759 WEBS C-0-353, D-0=484, G-K=484, H-K=-353, E-M=523, F-M=523, G-M=-693, D-M=-693 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water. ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint B and 434 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 co CV . LO . to Ct Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H9 Job Truss Truss Type Qty Ply Centex -Orlando/2509-Arlsk/4-19-3 53906901 H10 ROOFS Job Reference (optional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:43 2003 Page 1 Q 6-5-3 11-10-14 15-0-0 21-0-0 24-1-2 29-6-13 36-0-0 37-0-p 11=0 1-0-0 6-5-3 5-5.10 3-1-2 6-0-0 3-1-2 5-5-10 6-5-3 1-0-0 Scale - 1:61. - 5.00 f12 5x6 5x6 = F - - 5x8 6 E 5x8 c D G 2x3 �� 1 2x3 Zi C W W2 W2 3 H to 4 W 8 l ni ;A 3x7 = 0 N M L K 3x7 = - - - 3x6 = 3x8 = 500 = 3x8 = - 3x6 = 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 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 0.41 Vert(LL) -0.17 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 M-O >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL. Min I/deft = 240 Weight: 184 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1497/0-3-8, 1=1497/0-3-8 Max Horz B=-159(load case 5) Max UpliftB--413(load case 4), 1=-413(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3060, C-D=-2768, D-E--1980, F-G=-1980, G-1-1=-2768, H-1=-3060, 1-J=22, E-F=-2018 BOT CHORD B-0=2766, N-0=2262, M-N=2262, L-M=2262, K-L=2262, I-K=2766 WEBS C-0=-371, D-0=496, G-K=496, H-K=-371, E-M-504, F-M-504, G-Ma-593, D-Ma-593 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL-6.Opsf; BCDL=6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Jf j.. e 7 r� f o O \ N h LQ � :?a M t[i E 4b a N Q� Z 0— Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H10 Job Truss Truss Type Oty Ply Centex -Orlando/2509-Afsk/4-19-3 53906901 H11 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:44 2003 Page 1 1 0-p 6-5-3 13-0-0 23-0-0 29-6-13 36-0-0 $7-0-p 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 1-0-0 Scale - 1:61. 5x6 = 5x6 = 2x3 II D E F 5.00 12 20 2x3 �i .... .. C w 2 W 3 G A 4 w A B H l l6 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-3-0 0-2-4 , F:0-3-0 0-2-4 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.18 L >999 TL20 245/193 TCDL 10.0 Lumber Increase.' 1.25 BC 0.70 Vert(TL) -0.39 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 173 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1497/0-3-8, H-1497/0-3-8 Max Horz B=-141(load case 5) Max UpliftB=-389(load case 4), 1-1-389(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--3068, C-D--2766, F-G=-2766, G-1-1--3068, H-1-22, D-E=-2362, E-F=-2362 BOT CHORD B-N=2775, M-N=2171, L-M=2171, K-L-2171, J-K=2171, H-J=2775 WEBS C-N=-3941 D-N=552, F-J=552, G-J=-394, E-L=-251, D-L=282, F-L=282 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint B and 389 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 r o a- W) C. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H11 Job Truss Truss Type Now- Qty Ply Centex- Orlando/2509-Afjsk/4-19-3 53906901 H 12 ROORLiI: I Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:44 2003 Page 1 -11 0 p 6-5-3 11-0-0 25-0-0 29-6-13 36-0-0 17-0-p 1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 1-0-0 Scale - 1:61.13 5x6 = 20 11 5x6 — D E F 5.00 F12 2x3 O 2x3 ,i c 4 .. - - W2 W1 W2 3 4 - W H d d 3.7 = N M L K J 3x7 = - 34 =. 3x8 = 3x8 = 3x8 = 36 = 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.43 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1497/0-3-8, H=1497/0-3-8 Max Horz B=-122(load case 5) Max UpliftB=-382(load case 2), H=-382(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3044, C-Dm-2779, F-G=-2779, G-Hs-3044, H-1=22, D-E=-2825, E-Fs-2825 BOT CHORD B-N=2747, M-N=2368, L-M=2368, K-L=2368, J-K=2368, H-J=2747 WEBS C-N=-309, D-N=432, F-J=432, G-J=-309, E-L=-443, D-L=547, F-L=547 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; 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 382 lb uplift at joint B and 382 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 �T' .. OCO N V) J uy � d Customer No:11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H12 .a Job Truss Truss Type ' . Qty Ply Centex-Orlando/2509-Afjsk/4-19-3 ' 53906901 H13 HI 1 1 - Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:45 2003 Page 1 1 0 Q 5-9-1 9-0-0 15-0-0 21-0-0 27-0-0 30-2-15 36-0-0 3,7-0-p r- 1-0-0 5-9-1 3-2-15 6-0-0 6-0-0 6-0-0 3-2-15 5-9-1 1-0-0 Scale - 1:61. - 5x6 = 3x6 = 5x8 = 5x6 = 5.00 12 D E F Q 20 11 2x3 c H Wi wt w 1 - l A 6 81 81 1a d 3x7 - O N M L K 3x7 = 3x8 = 300 M1118H= 3x6 = 3x10 M1118H= 3x8 = i 9-1-12 18-0-0 26-10-4 36-0-0 9-1-12 8-10-4 B-10-4 9-1-12 Plate Offsets X Y: D:0-3-0 0-2-4 F:0-4-0 0-3-0 G:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.28 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.52 K-M >826 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft - 240 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1497/0-3-8, 1=1497/0-3-8 Max Horz B=-104(load case 5) Max UpliftB=-413(load case 2), I=-413(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-3067, C-D--2813, D-E=-2592, E-F=-3350, F-G=-2592, G-H--2813, H-I=-3067, I-J=22 BOT CHORD B-0-2771, N-0=3284, M-N=3284, L-M=3284, K-L=3284, I-K=2771 WEBS D-0-7881 G-K=7881 C-0=-252, H-K--252, E-0=-825, E-M=106, F-M-106, F-K--825 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf, occupancy category II; exposure B; enclosed;MWFRS gable 'end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33: 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint 1. 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 1 r t cv r y Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H13 Job Truss Truss Type, _ Qty Ply Centex-Orlando/2509-Arsk/4-19-3 53906901 H14 Hh? or&Idfiti9 1 1 Job Reference (optional) Universal forest Products,lnc., Burlington, NC 27215, Jeff. Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:45 2003 Page 1 1-0-0 4-6-5 7-0-0 12-6-14 18-0-0 23-5-2 29-0-0 31-5-11 36-0-0 17-0-p 1-0-0 4-6-5 2-5-11 5-6-14 5-5-2 5-5-2 5-6.14 2-5-11 4-6-5 1-0-0 Scale - 1:611 7x10 = - - 5x6 = 26 11 5x8 = 5x6 = 7x10 = 5.0012 D E F Q H 1 2x3 - T2 Ta2x3 i ... _ C J i 1 IV w VV2 wi M B K A - ro o 5x10 = P O N - M 5x10 5x6 - 5x6 _ MO M1118H= 5x6 = 5x6 7-1-12 12-6-1.4 18-0-0 23-5-2 28-10-4 36-0-0 7-1-12 5-5-2 5-5-2 5-5-2 5-5-2 7-1-12 Plate Offsets X Y : B:0-2-7 Ede D:0=3-12 0-4-0 1:0-3-12 0-4-0 K:0-2-7 Ede 0:0-5-0 0-4-8 LOADING (psf) SPACING 2-0-0 CSI DEF,L in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.81 0 >529 TL20 245/193 TCDL 10.0 Lumber Increase . 1.25 BC 0.77 Vert(TL) -1.16 0 >370 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.21 K n/a BCDL - 10.0' Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not 'Except' TOP CHORD Sheathed or 1-9-8 oc purlins. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except' W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 REACTIONS (lb/size) K-3079/0-3-10 (input: 0-3-8), B=3079/0-3-10 (input: 0-3-8) Max Horz B=-86(load case 5) Max UpliftK--1129(load case 3), B--1076(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7065, C-D--6987, D-E=-9397, E-F--10284, F-G--10284, G-H=-10284, H-I--9397, 1-J=-6987, J-K=-7065, K-L=26 BOT CHORD B-Q=6456, P-Q=6499, 0-P=9394, N-0=9394, M-N=6499, K-M=6456 WEBS D-Q=290, I-M=290, C7Q=34, D-P=3247, E-P--1253, E-0=1001, F-0=-687, H-0=1001, H-N=-1253, 1-N=3247,J-M=34 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; 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) WARNING: Required bearing size at joint(s) K, B greater than input bearing size: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1129 lb uplift at joint K and 1076 lb uplift at joint B. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 310.81b up at 29-0-0, and 385.01b down and 31.0.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. i LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 , Uniform Loads (plf) CD . Vert: A-D--60.0, D-1=-130.6, I-L--60.0, B-K=-43.5 i CZ N Concentrated Loads (lb) Vert: D--385.0 1=-385.0 (L M ak 0J C �2 Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 H14 Job Truss Truss Type - Qty Ply Centex-Orlando/2509-Msk/4-19-3 53906901 CJ5 RO F TRUSS 6 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23:08:33:45 2003 Page 1 cale . 1:11.1 T1` B B1 D i 3x4 — 4-10-15 4-11111 4-10-15 0-0-12 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) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >263 BCLL 0.0- Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 17 lb LUMBER 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-135/Mechanical, B-268/0-3-8, D-48/Mechanical Max Horz B-115(load case 5) Max UpliftC=-116(load case 5), B--77(load case 4) FORCES (lb) First Load Case Only TOP CHORD A-B=22; B-C=42 BOT CHORD B-D=O NOTES (3) - 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right,exposed ; end vertical leftand 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 116 lb uplift at joint C and 77 lb uplift at joint B. 3) Truss shall be fabricated per ANSIITPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard E I l _i 3 i w i CV Ci) ar.�9 0 i \ A� CL l Customer No: 11.045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 CJ5 i Job Truss Truss Type Qty Ply Centex-Orlando/2509-Allsk/4-19-3 53906901 CJ3 ROOF SS 6 1 - Job Reference optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:46 20.03 Page 1 n LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Scale - 1:7.: 2-10.15 2-11111 2-10-15 0-0-12 CSI DEFL in (loc) I/deft PLATES GRIP TC 0.08 Vert(LL) n/a - n/a TL20 245/193 BC 0.03 Vert(TL) -0.01 A >999 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 1st LC LL Min I/deft = 240 Weight: 11 lb BRACING TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=69/Mechanical, B-194/0-3-8, D-28/Mechanical Max Horz B-73(load case 5) Max UpliftC=-66(load case 5), B 84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-Ca21 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; 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 66 lb uplift at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 CJ3 Job Trus. i 53906901 CJ1 Truss Type . Qty PI ROOF inu 6 1 iton. NC 27215. Jeff Kerr 5.000 s Feb 20 2003 rice (optional) , Inc. Wed Apr 23 08:33:46 200 Scale - 1:4. 0-10-15 0- 1-11 0-10-15 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 - A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl — 240 Weight: 5 lb ` LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-133/0-3-8, E-9/Mechanical, C=0/Mechanical Max Horz B-41(load case 4) Max UpliftB-- 1 02(load case 4), C=-27(load case 5) Max Grav Ba133(load case 1), E-9(load case 1), C-29(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-21, B-Ca-26, C-D= 4 BOT CHORD B-Ea0 NOTES. (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; 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 DOLm1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint B and 27 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. i LOAD CASE(S) Standard I IW N (L" M � I'M N \O Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO ' Shop No: 53906901 Contractor/Job: 2509 EL.A RF Date Req:04/24/2003 Draw No:53906901 CJ1 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndrsk031-3 53906900 FTi FLOOR 1 1 Job Reference (optional) Universal .,Fore'3t Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:24 2003 Page 1 1 scale a.1:34. C D _E F a 3x6 FP= H I J K L M N O P. O. 'R A O Il U4 - _ - 3x6 FP= 3x4 = 20-10-8 20-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP' TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 S n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 92 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals: BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=52/20-10-8, S=29/20-16-8, AI=147/20-10-8, AH=147/20-10-8, AG=147/20-10-8, AF=147/20-10-8, AE=147/20-10-8, AD=147/20-10-8, AC=145/20-10-8, AA=145/20-10-8, Z-147/20-10-8, Y=147/20-10-8, X=147/20-10-8, W=147/20-10-8, V=145/20-10-8, U=153/20-10-8, T=116/20-10-8 Max Horz AJ=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK= 48, A -AK= 48, S-AL= 23, R-AL--23, A-B=-6, B-C- 6, C-D=-6, D-E=-6, E-F=-6, F-G= 6, G-H=-6, H-6-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-O=-6, O-P- 6, P-Q=-6, Q-R=-6 BOT CHORD AI-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=O, AD-AE=O, AC-AD=O, AB-AC=O, AA-AB=6, Z-AA=6, Y-Z=6, X-Y=6, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6 WEBS B-AI=-13$, C-AH= 1.34, D-AG=-133, E-AF= 133, F-AE=-133, G-AD. 133, H-AC=-133, J-AA -133, K-Z=-133, L-Y=-133, M-X=-133,, N-W=-134, O-V=-132, P-U=-138, Q-T=-108 NOTES (6) 1) All plates are 1.50 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 ofthe 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 3 id�i o (b z ,'C ua cm MC in Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT1 l Job • Truss Truss Type Qty Ply Centex-Orlando/2509 2n dfjsk/3-31-3 3x4 = 3x5 = 3x5 FP = 3x4 1.5x3 II 3x4 = 3x4 = 3x4= 3x5 Scale a 1:34.E 5x4 = 1.5x3 = Y o 0 3x4 = 5x5 = 3x5 = - 30 = 30 = 1.5x3 II WO M1118H FP= 3x4 3x5 = 5x5 = 3x4 = 3x4 = i , 1-6-0 , 4-0-0 - 1 6-6-0 9-0-0 i. 10-7-8 , 11-10-8 , 14-4-8 , 16-10-8 _, _ 19-4-8 _ ,.20-10-8 , 20-10-8 Plate Offsets X Y : A:Ed e,0-1-8 G:0-1-8 Ede K:0-1-8 Ede S:0-1-8,Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.45 Q-R >555 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.71 Vert(TL) -0.61 Q-R >405 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.1.0 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 108 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-3-11 cc purlins, except end verticals. ! BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1128/0-3-8, W-1128/0-8-0 FORCES (lb) First Load Case Only TOP CHORD W-X--1122, A-X=-1121, L-Y=-1123, K-Y=-1121, A-13 -1162, B-C=-2934, C-D==4088, D-E- 4088, E-F=-4800, F-G=-4800, G-H=-4704, H-1=-4103, I-J=-2930, J-K- 1164 BOT CHORD V-W=58, U-V=2195, T-U=3641, S-T=4530, R-S-4800, Q-R=4800, P-Q=4548, O-P=4548, N-0=3636, M-N=2196, L-M=58 1. WEBS K-M=1503, A-V=1501, J-M=-1436, B-V=-1436, J-N=1021, B-U=1028, I-N=-982, C-U=-983, 1-0=649, C-T=622, H-O=-620, E-T=-615, H-Q=216, E-S=366, G-Q=-131, F-S=-161, G-R=-78 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 stongbacks, on edge, spaced at 10-0-0 cc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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 .� O O EIJ N 1lS � L7 sBF: b I ' i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT2 ' i E b I ' i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT2 ' i E Truss Truss Type Qty Ply Cente Job* x-Orlando/2509 2ndljsk/3-91-3 ULISiUmer NU 1 I U40 L.USIUIIler IVdlne: LoCIV 1 r-A r7L)1VICJ LJf1LAV4LJU nnop IVU: O.SyUb:lUU i Contractor/Job:2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT3 I K Job' Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3-31-3 53906900 FT4 FLOOR 1 1 Job Reference (optional) Universal Forest' Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:26 2003 Page 1 1 1-3-0 1-2-0 Scale =1:11. 1.5x3 = - - 3x4 = 3x4 = A 3x4 8 C 3x4 - D — 1.5x3 w1 wi i 1 wi L1 1- 9 3x4 = 1.5x3 11 1.5x3 II 3x4 J I H G F E 3x4 — - 3x4 = , 1-6-0 2.9-0 4-2-0 5-5-0 6-11-0 6-11-0 Plate Offsets X Y : 13'0-1-8 Ed e , C:0-1-8,Ed e , D:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.01 H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.01 H >999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) J=360/0-8-0, E=360/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD J-K— 355, A-K=-354, E-L=-355, D-L=-354, A-B=-283, B-C— 530, C-D=-283 BOT.CHORD I-J=18, H-1=530, G-H=530, F-G=530, E-F=18 WEBS D-F=360, A-1=360, C-F=-336, B-1=-336, B-H=11, C-G=11 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) 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 l 5 1 l ;�3 ; N c j 1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO , Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT4 Job' Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3-01-3 53906900 FT5 FLOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:26 2003 Page, 1 1-3-0 0� Scale: 3/6"=1 5x4 = 3x4 = 5x4 = 1.5x3 = U4 = 3x4 = 3x6 FP= 1.5x3 11 1.50 11 3x4 = 3x4 = 3x4 = 1.50 A 8 c D E F G H I J KM w - x o '/ 1 9 u T s R O P O N M 3x4 _ US = 3x4-_ 3x4 = 3x4 = 3x4 = 3x4 = 3x10 M1118H FP= 5x5 = 3x4 = - - 3x4 = ' 1-6-0 4-0-0 6-6-0 ; 9-0-0 10-2-0 , 12-8-0 15-2-0 17-8 0 19-2-0 19-2-0 Plate Offsets X Y : A:Ed e 0-1-8 K:0-1-8,Ed a Q:0-1-8 Ede R:0-1-8,Ed e LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.32 Q-R >706 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.44 Q-R >514 BCLL 0.0 Rep Stress Incr YES . WB 0.55 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 100 lb .LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1034/0-8-0, V=1034/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1029, A-W- 1028, L-X=-1029, K-X=-t028, A-B_ 1057, B-C_ 2631, C-D=-3604, D-E=-3604, E-F=-4051, F-G=-4051, G7H=-4051, H-6-3604, I-J=-2631, J-K=-1057 BOT CHORD U-V=53, T-1-1=1991, S-T=3245, R-S=3935, Q-R=4051, P-Q=3935, O-P=3245, N-0=3245, M-N=1991, L-M=53 WEBS A-U=1364, B-U=-1300, B-T=890, C-T=-854, C-S=498, E-S= 461, E-R=158, K-M=1364, J-M= 1300, J-N=890, I-N= 854, I-P=498, H-P=-461, H-0=158, F-R= 90, G-Q- 90 NOTES (3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per 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 m} o u )IIJ 00 ca N LO ik N L.USIOMer NO: I 1 U43 L/USLOITIeF I)GHTIe: LiCIV 1 CA 1177UIVIC0 UrILHIVUU Jnup IVU OSUU0UUU Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT5 Job « Truss ' Truss Type _;: _ . . __. Qty Ply Centex-Orlando/2509 2nd/jsk/3-31-3 53906900 FT6 FLOOR- 3 1 Job Reference o tional Universal -Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries; Inc. Sat Apr 19 11:55:27 2003 Page 1 1 - i 1-3-0 Scale:318"=1 I S 5x4 = 3x4 = 5x4 - 1.50 = 3x4 = 3x4 = 3x6 FP= 1.5x3 11 1.5x3 11 3x4 = 3x4 = . 3x4 = 1.5x3 = A B C D E F G H 1 J k W Xo t q 3x4 = 50 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = WO M11181-1 FP= 5x5 = 3x4 = 3x4 1-6-0 4-0-0 6-6-0 9-0-0 10-2-0 12-8-0 1 15-2-0 1 17-8-0 19-2-0 19-2-0 Plate Offsets X Y : A:Ed e,0-1-8 , K:0-1-8 Ede Q:0-1.8 Ed e , R:0-1-8 Ed e i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.32 Q-R >706 TL20 245/193 , TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.44 Q-R >51'4 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 (Matrix) ist LC LL Min I/defl = 360 Weight: 100 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-O.oc purlins, except end verticals. BOT CHORD :4 X 2 SYP'No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1034/0-8-0, V=1034/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD V-W- 1029, A-W=-1028, L-X=-1029, K-X=-1028, A-B= 1057, B-C- 2631, C-D= 3604, D-E=-3604, E-F=-4051, F-13=4051, G-H=-4051, H-1=-3604, I-J=-2631, J-K=71057 BOT CHORD U-V=53, T-U=1991, S-T=3245, R-S=3935, Q-R=4051, P-Q=3935, 0-P=3245, N-0=3245, M-N=1991, L-M=53 WEBS A-U=1364; B-U=-1300, B-T=890, C-T=-854, C-S=498, E-S=-461, E-R=158, K-M=1364, J-M=-1300, J-N=890, I-N=-854, I-P=498, H-P=-461; H-Q=158, F-4= 90, G-Q=-90 NOTES(3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. _Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per 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 CASES) Standard i 1 1 1 1 I v 1 Ztit -a. r a c CL 1A Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT6 Et U T S R Q P C N M Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndlsk/3-31-3 53906900 FT7 FLOOR 4 1 Job Reference (optional) Universal'Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:27 2003 Page 1 II 1r, scWe _ 1:26.1 5x4 = 5x4 = 1.50 = 3x4 = 3x4 = 1.5x3 II 3x4 = 3x4 = 3x4 = 1.5x3 = A B c D E F G HTi R Et 3x4 = P 5x4 O N M L K J 3x4 = 3x4 = 1.5x3 II 3x4 = 3x4 = 5x4 = 3x4 = 1-6-0 4-0-0 6-6-0 8-0-8 9-3-8 11-9-8 14-3-8 15-9-8 1598 Plate Offsets X Y : A:Ed e 0-1-8 E:0-1-8 Ed a H:0-1-8 Ed a N:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.17 L-M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.23 L-M >797 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.05 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft — 360 Weight: 83 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) Q=849/0-3-8, 1=849/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD . Q-R=-845, A-R=-844, 1-S=-844, H-S=-843, A-B=-851, B-C=-2025, C-D--2719, D-E=-2719, E-F=-2622, F-G=-2040, G-H=-846 BOT CHORD P-Q=44, O-P=1592, N-0=2449, M-N=2719, L-M=2719, K-L=2470, J-K=1587, 1-J=44 WEBS H-J=1091, A-P=1097, G-J=-1031, B-P=-1032, G-K=629, B-0=602, F-K=-598, C-O=-590, F-L=212, C-N=366, E-L=-131, D-N— 164, E-M--74 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) 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 tl1 L Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT7 _ i Job ` Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3 31-3' ' 53906900 FG7 FLOOR " 1 1 Job Reference optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 14:01:14 2003 Page 1 1r 12 _ Scale = 1:26. 3x4 II 3x4 II 5x6 11 5x6 11 3x6 11 3x6 11 3x6 11 30 11 5x6 11 5x6 11 A B C D E F G 11 ' - -EL10 0 P G N M L. K.• J 3x4 =. .5x5 = " 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 5x5 = 3x4 = 1-4-2 _1 3-6-5 , 5-8-9 , 7-10-12 10-0-15 , 12-3-3 1 14-5-6 15-9-8 15-9-8 Plate Offsets X Y : A:0-0-4 0-1-8 H:0-3-0 Ed a H:0-0-4 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.18 M >999 TL20 245/193 TCDL 10.0 Lumber Increase . 1.00 BC 0.81 Vert(TL) -0.25 M >752 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horc(TL) 0.07 1 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min Vdefl = 360 Weight: 106 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.t BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing! WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 0=1253/0-3-8, 1=1253/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD A-Q=-1246, H-1=-1246, A-B=-1183, B-C=-2876, C-D=-3869, D-E=-4207, E-F=3869, F-G=-2876, G-H=-1183 BOT CHORD P-Q=O, O-P=2208, N-0=3522, M-N=4197; L-M=4197, K-L=3522, J-K=2208, I-J=0 WEBS • A-P=1610, B-P=-1486, B-0=968, C-0=-937, C-N=503, D-N= 474, D-M=15, E-M=15,,E-L=474, F-L=503, F-K=-937, G-K=968, G-J=-1486, H-J=1610 NOTES (3) 1) Girder carries tie-in span(s): 4-0-0 from 0-0-0 to 15-9-8 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to=walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type'shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to'reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet focconformance 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 location] are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Floor: Lumber. Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: I-Q=-10.0, A-H=-151.3 7 N - . C 'EG' 'T t#P }A Y Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Stop ,No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:5390690OFG7 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3-al-3 53906900 FT8 FLOOR - 7 1 Job Reference (optional) - Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Sat Apr 19 11:55:28 2003 Page 1 11 3 0 I 1� I-1� Scale - 1:34. 3x4 = 1.5x3 = 3x4 = 3x4 = 3x6 FP= 3x4 = 3x4 = 3x4 = 3x4 = 5x8 = 1.5x3 II 1.5x3 II 3x6 = A B G D E F G H I J K iL AA WI W10 q h Y x w v u T S R O O N M 3x4 = 3x5 = 3x4 = 3x4 = 1.50 11 1.5x3 If 3x4 = 3x6 FP= 5x5 = 3x4 II 3x4 = 3x4 = 3x4 It 3x4 = 1-6-0 1 4-0-0 1 6-6-0 7-9-0 9-0-4 10-3-4 12-9-4 15-3-4 16-7-12 18-0-4 1 19-1-8 20-7-8 20-7-8 Plate Offsets X Y : E:0-1-8 Ede F:0-1-8 Ed e , N:0-1-8 Ede 0:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.16 V-W >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.22 V-W >890 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 P n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No,3 6-0-0 oc bracing: P-Q,O-P,N-O. REACTIONS (lb/size) M- 157/Mechanical, Z=816/0-8-0, P=1576/0-3-8 Max UpliftM=-309(load case 2) Max Grav M=1 08(load case 3), Z-817(load case 2), P=1576(load case 1) FORCES (lb) - First Load Case Only TOP CHORD Z-AA=-812, A-AA--811, L-M=229, A-B=-809, B-C=-1937, C-D=-2452, D-E� 2452, E-F=-2523, F-G=-2187, G-H- 1310, 1i-1=160, I-J=418, J-K=418, K-L=418 BOT CHORD Y-Z=42, X-Y=1518, W-X=2332, V-W=2523, U-V=2523, T-U=2523, S-T=1876, R-S=1876, Q-R=715, P-Q=-1157, O-P=-1157, N-O=-418, M-N=0 WEBS I-P=-1649, A-Y=1043, I-Q=1327, B-Y=-985, H-Q= 1216, B-X=582, H-R=828, C-X=-550, G-R=-787, C-W=167, G-T=432, E-W=-96, F-T=-456, E-V=-70, F-U=89, L-N=-546,1-0=965, J-0=-339, K-N=105 NOTES (5-6) 1) Unbalanced floor live. loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint M. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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. 6) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard �s T Y.: iJUri m O a+�m N r0� r r �R N Cl- Q IVR C(u- stomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT8 __j Job Truss Truss Type Qty Ply Centex-Orlando/2509 2nd[Isk/3-34-3 53906900 FT9 FLOOR 1 1 • Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:29 2003 Page 1 I scale 1:34. 3x4 = 1.5x3 = 3x4 = 3x4 = 3x6 FP= 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = 1.5x3 11 1.5x3 11 3x6 = A B c D E F a H I J K L AA Wl W1 W1 V Wo q 3x4 = 3x4 = 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x4 = 3x6 FP= 3x4 = 3x4 11 3x4 = 3x4 = 3x4 II - - 3x4 = 1-6-0 4-0-0 6-6-0 7-9-0 , 9-0-4 , 10-3-4 , 12-9-4 15-3-4 16-7-12 t 18-0-4_ , 19-1-8 , 20-7-8 _] 20-7-8 Plate Offsets X Y : E:0-1-8,Ed a F:0-1-8 Ede N:0-1-8 Ede 0:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 0 n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) M=56/20-7-8, Z=85/20-7-8, P=193/20-7-8, Y=181/20-7-8, Q=183/20-7-8, X=305/20-7-8, R=298/20-7-8, W=191/20-7-8, T=189/20-7-8, V=141/20-7-8, U=134/20-7-8, N=173/20-7-8, 0=98/20-7-8 Max Horz Z=78(load case 1) FORCES (lb) - First Load Case Only TOP CHORD Z-AA=-81, A-AA=-81, L-M- 50, A-B-18, B-C=26, C-D=13, D-E-13, E-F--40, F-G-19, G-H=45, H-1=36, 1-J=10, J-K=10, K-L=10 BOT CHORD Y-Z= 74, X-Y=47, W-X=34, V-W=-38, U-V=-38, T-U=-38, S-T=25, R-S=103, Q-R=94, P-Q=5, O-P=5, N-O=-10, M-N=0 WEBS I-P=-182, A-Y=-31, I-Q- 54, B-Y=-199, H-Q=-181, B-X=-209, H-R=-193, C-X=-192, G-R=-206, C-W=-174, G-T=-170, E-W=-72, F-T= 80, E-V--131, F-U=-123, L-N=-13, 1-0=-19, J-O=-74, K-N=-151 NOTES (4-5) 1) Gable requires continuous bottom chord bearing. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 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. 5) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1 i i.-. ; O din! i 4. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT9 Job . Truss Truss Type Qty Ply Centex-Orlando/2509 2ndfsk/3-34-3 53906900 FT11 FLOOR 10 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:30 2003 Page 1 I, 1-33-0 0-9-10 0-9-10 kale = 1:28. 3x4 3x4 = 3x4 = 1.5x3 = 1.5x3 = 3x4 = - 3x4 = -3x6 FP= 1.5x3 II 3x4 = 3x4 = 3x8 = 1.5x3 = i A B c D E F G H w .Y Y ma x U T s R O P O N L K 3x4 = 3x5 = - 3x4 = 3x4 = 1.5x3 II 3x4 = 3x6 FP= 3x5 = 3x4 II 3x4 = 1.5x3 11 3x4 - 1-6-0 4-0-0 6-6-0 1 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 17-1-12 17-1-12 Plate Offsets X Y : E:0-1-8,Ed a J:0-1-8 Ed e , 0:0-1-8,Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.14 R-S >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.77 Vert(TL) -0.20 R-S >918 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.04 M n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 94 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: M-N,L-M. REACTIONS (lb/size) V=809/0-8-0, M=1036/0-3-8 Max Grav V=818(load case 2), M=1036(load case 1) FORCES (lb) - First Load Case Only TOP CHORD V-W=-805, A-W=-804, K-X=7, X-Y=7, J-Y=7, A-B- 802, B-C=-1914, C-D=-2417, D-E=-2417, E-F=-2476, F-G=-2476, G-H=-1828, H-1=-698, I-J=49 BOT CHORD U-V=42, T-U=1503, S-T=2303, R-S=2476 Q-R=2476, P-Q=2241, O-P-1402, N-0=1402, M-N=-90, L-M=-97, K-L=O WEBS I-M= 1007, A-U=1033, I-N=1052, B-U=-975, H-N=-979, B-T=572, H-P=592, C-T=-541, G-P=-575, C-S=159, G-Q=320, E-S=-81, E-R=-93, F-Q=-120, I-L=78, J-L=-84 NOTES (4) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 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 Qh �•. CJ'1 GV 1n \V 12Cl- ' 0 I r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT11 Job" Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3-31-3 53906900 FT12 FLOOR w Job Reference (optional) Universal Forest' Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:30 2003 Page 1 ' Scale -127. 3x6 FP= A B C D E F O H I J K L M N O 1E 1 1 Ell Ell 1 Ell Eli 1 1 1 1 O v W - 3x6 FP= 1-6-0 4-0-0 6-6-0 7-9-0 8-9-8 , 11-3-8 13-9-8 15-2-0 16-1-2 , 17-1-12 , 17-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL . 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a TL20 245/193. TCDL 10.0 Lumber Increase ` 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 P n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) P=46/17-1-12, AD=53/17-1-12, AC=147/17-1-12, AB=147/17-1-12, AA=147/17-1-12, Z=147/17-1-12, Y=144/17-1-12, W=146/17-1-12, V=147/17-1-12, U=147/17-1-12, T=147/17-1-12, S=146/17-1-12, R=151/17-1-12, Q=129/17-1-12 Max Horz AD=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AD-AE=-48, A-AE=-48, P-AF=-40, AF-AG=-40, O-AG=-40, A-13=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H- 6, H-I=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N=-6, N-0=-6 BOT CHORD AC-AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=O, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6, R-S=6, Q-R=6, P-Q=6 WEBS B-AC--133, C-AB=-134, D-AA=-133, E-Z--133, F-Y--133, H-W=-133, I-V--133, J-U--133, K-T=-134, L-S--133, M-R=-137, N-Q=-120 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard f 1 c� 0-i 1 ' hJ c ) i1 r t Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT12 Job; Truss j Truss Type Qty Ply Centex-Orlando/2509 2nd[Isk/3-81-3 53006900 FT6A FLOOR 2 1 Job Reference (optional) Universal. Forest, Products, Inc., Burlington;-NG 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:31 2003 Page 1 A 1.5x3 II - - B 3x4 = c 1.5x3 II - 1.5x3 = 1.5x3 = 1-7-8 1 Scale v 1:7. F G W1 W1 0 I BL1 BL1 B1 E ' — 3-6-0 ^' 3e— 90 r—s i 390 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 D-E >999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defy — 360 Weight: 23 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 3-9-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) E=186/0-3-8, D=186/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD E-F=-64, A-F=-64, D-G=-64, C-13=-64, A-B--3, B-C=-3 BOT CHORD D-E=155 WEBS B-E--184, B-D=-184 NOTES (2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSIlFPI 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 !al o Cb �ac N 47 ua N ft Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & 6 Date Req:04/24/2003 Draw No:53906900FT6A 40' - 0" 24" O.C. HANGER LEGEND TYPE DESCRIPTION 1 1 LUS 48 FACE MOUNT — FLOOR -8" 8" 5'-8" 1 18" 40'-0" -4" V N N H U a rno O 9LO z W Ocn D oN m ^p n n D ov �O 0 N W N U N Z Dzo aNz J 1[I m 4 O O < Z 0 O~ W U F O= V O �O �U7dU<<��KO a= 2JZRK3.5 a0 4z�MQKVOO-y�j--a wT2 �C��3<�p7on Z ...0 ..H ;HEI D BACK 1" 6. Low Zz 8mgFZ�� g" N tL O 0 aJ m m Om > ?- Q Q w i:i � a a O o 0 O Of cn r— U cif O Q \ aj o zj Cc y 00 v a�a��� DRAWN BY: 7DN CHECKED BY: DRAWING NUMBER 1310001 8 Ltj CS.. Cl2 C1Z O cn Ls..l Gam' O 1�? A O Q hl O O N C ZE 3 4- U 70" OYR !"m !OR If' wOr DOOL ATt•Ap.CO W/ TOO-L-tAC COP Y ROL)) AND UItETI4ME.ApRNE (.N.OE10 CWRA). 2 REVISIONS ): DESCRIPTION OTY (1) WAS (2) FOR TRACK BOLT HONEOHTAL ----. 10 0L WK EHD colts ATTACHED TO DOOR DOOR Sva1ALYA LI SW1N WIM IATpIj[D i0o!TrAC bYO D (TOP, wr w Y CSNRA). i-'nCW' 1, a cI, SMm D T? WOOD al" " EKH /AliO CD TQ rtDD TINT wM (3) d/n•.1-a/a.woo0 W SCALWb. LISTED AVARAGLL AS AN OPTION MEr •C' � H OHT 2• OILY. Sl EM TRACK, 1, wN. TRACK TWCKNLSSI .060• O Ocx S=nO TYP, 2-1/1•.12 aL CALV. CTM TRACK MACKLT, DOINSIDE, TWO POINT IDOKrq (t) TRACK 1RACJfRi "A ry � LYN TOP !NCNB REPORT#9606C �I�R1, Ili: K LpIE, Nr.rWmu Omcw EI«a/a• sHtET NETAL uRlrs OF 1 "— A ` OPnOMAL OUTWI KC= LOCH POSITION 0 0 INK, DOOR WIDTH. • It'-0• T ♦•r1 N- rt NIT OW - IA r.A ny,-IILr�e yly INrrRurnuTr Nwnr NN 'N• �oLi� NOTE 1: FRONT rRAA¢ wTM U.V. 1 . - SCA ON 11 DOORS VP TO T'-0' MMN CONSIR Or ((i) S( IONf (SHOWN . Wh71ICA REQUIRED. LAAI $CAM WY BE COI=RO"IA 000R3 OVLIT T'-0' NIGH CONSIlT 0/ (S) SC ON7 (NOT yr�WN). COATING ON OUWC UMACC (BUT NOT REWNCD) TO PROMOS A RUSH NDUKnMO STOP rOULW 4 eY DOOR NSTALIM (TO SUB) yAWACC. HO4ZONTAL.WM 00 NOT TRANSFER LW. Le YELLOW ONE "1 x0 " YIN, G1LV, S= ENO SEAL THICK 17.1 L°ni 20 GA. GILV. RTOL INTER, STU MOLDED A310E� pON _ I Oti QALv " TRACK ewKKm iAs o.m to wooO ,•w 21 OA. W4 3rtm L!t[ ARAIWiA /Y30; PAN NM sGCW WTTN ONE d/IS',I.a/1' LAO scNEM 70 V.X" OCR LITE) ] S .4 II EP rots (C••SO PER TM01f eRACIfR. I sNlll CGreO rITN 0-W Nw, ( ) OR 2♦ CENTERS (x.000 PSI Y1L CONCRRQ OR 7/1{' 1.0 RWNO PVCNN GALVANIZINO. OANEO-ON IRIAI. I/t•.t' TAPCON SOICYY ON 17-I/x' COItpT4 (1,000 rASTWCA'(ONL PCA RotuA) IS OL V, 7 WN E AND A GAKEO-ON POLYESTER sw LATCH tNCAOES pp lyN• CONCRCR). 1KL1019 WC1UOm WfiN TOP COAT APPUCO TO SOM 014 b W t 17 G. QALV, S15EL fOP ONTO VORICK TRICK, Slli1E ANCNOO. I. 0.0, wM, WASHER REOtM[D =• CALV. SREL 7fuCK rASTOIED f0 ♦ GA V. NN Iyl(jjy, �ORtws. SW[S W SRCL SKIN. ROIjIJT eRACNs to ONE SNY INCH ON 1WM TMCG+f. ANCHORS NAY B[ COUMCABUwt GL aNCNR ATTACM(D r/ ♦j INTL0. mLf � SC Of OOOR. (Bur NOT KOVW0) T° IROMDE A OLUSH 13 Q. GAM STEEL TMGI OOACWITT. INfRNC! TO N W 1) � k TWIU( ATi,.Ulm TO SNIXR lII♦r5/!4� b u AL SC ++t♦.D/a' LT[R YR NOUN71N0 SWVAAS. NO130MTAL JNleS DD NOT yR{II OIC I/t'sd/110LT t NUT ♦ i ♦ A7 t T SCRtY+S I(JI GNO WnOL SHIP LAP AONTS. SCRCM- - TRANSFOI LWO. OR TWO 1/4• OK RATS. OurS10E AKEY(oHKAZ •� IU/IOIL CNO t• OM SHORT. ST(Y, 10614 STRL ROLLER 14 GL "v. STEEL / EjT"K°7 STILL -r,D�y�,•` NMK wESrpvwl P.L. FA wNOL EACH y rK,g�.n.nnN m .NNa. In• arNrm. y��SeN NORM PC/,RGly46446 t1 P.L �7�i57x . rAStCNEO TO ststs w +) tta/a osOE NNIpL 't Ii CRCW7 1 TALL u-BAR r (♦) I ♦A ♦• scv OESION LOADS: +24,0 PS► & -24,5 PSF 10 W OAW, STCCL rAryVq SC/ICWS. prIIN �n �. TNC OEAON W iHC SUPPORIwO SrAVCN14L [LCMCMd wN. YCKA StRCH4TH,' 30 KSI OVTSIOE EACH SIDE S��Y T++E PLSIONSWWJTT 9r iXC PNO/ESL7VL a TEST LOADS: +38.0 PSF k -37.0 PSF HANDLE OF 00001 REC0110 TOR THE W1D4'16 OR RRURUK ANO N ACCDRDWICC 3' TALL I x0 OA GLY. SRa 0-GARS Vt0 SLIDE BOLT WIM tUMENT 1U1DWN OODG1 FOR M( WADS LIS1R1 W o+vr SPu..a YR qua .uC IN A x-1-3-T PArEM. (LC, TWO U-ARTS mlL L= [NGGC] MS ORAWUIO. Ha IEIN A RATTED fEIL {PrORL PART NO,: - ON eoTTON SECTION, ON U-" ON NEXT INTO VERTICAL -W ATTACMTR. ACK ONC - tw.rWN..a/.1N,ONT.O"1U'w"NpAek ..wiw.unNsf stotso oth.noniCiIrmo1— SCCTmeR1L3CGMTUPP6 SCRE" Locx r TOLERANCES TVo.rwIDEALI-tl-lSlLrOHSyY�I4lB-5t12a60a0200 ,0 - t,03 Wall loO molls, Fa No. I-31}7{Z-J119 R,.....w.N.. > elwwl.a �� (ysLL/ Lon /-Ltsynr yi�� LaS�E1f0LT� / .uw1 R. F.w� 1." * •01S DESCRIPTION: NOOEL 6R5T W♦ 16.0 R 8-0: 2�/ 2a,S DESIGN LOAD ..,,•., IA. R.'A. R r.w N 000 . t.DOS DWG. 0 uA cALv, sta orroN pgACNET. l .YYr v ♦...a« ant 0000 t,00t DRAWN BY: 8MM DATE; 4/18/00 SCALE: NTS ATTACHLO wM (2) ll«s/a' SH[LT WEAL SGCWS, / 1•••-• ""•"I"B M•^I1O"'. ALUWNUW CORU&CM 1�%/1 CHECKED BY: Mww OATS: 4/18/00 SHEET 1 OF I ISIZE r NNn. WEAMEA51111I, i Y/' TNtO 11 + _ Vnlys SIal11 -77"' DWG. NO.; 102138 - i Pro)-;. OINEIRSOd ARE IN 1dHEd. [REV. N0, t t{ 3 N 2 Y'(1 Yi1;1 C �/y),iII}+7r� J\\✓UV 'Z ti,-4d 'i 'I Y •+TJ ! 1 'L D C C 0 t • �QE D SIGNATION: Thsm+a-Tru In -Swing Door Wood iomes System - - DESIGN PRESSURE RATING: MAXIMUM �mAAII NOMINaI 517p Single up to S'4 s B'0 w/wo sidel't.•s 3 MAX 16 O.C. Single Positive. 67.0 PSF Negative 67.0 F'SFP Double up to 8'4 x 8'0 w/wo sidoli!es .a Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF ¢ 4 C , .a Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF S LOT O m 11caM F Y'ONFlGI IR•T10NS: X, OX• XO. OX01 XX. OXXO r.FNFAAI OESCRIPT7ON: The head and side jambs are ringerioint pine ¢ O O j measuring a min. 4-9/15' with a 'i/2' rabbeted atop. a U �• J/16' TAPCON O O W O j. •.. , MAX 18' O.C. 1/2' ORYwALL O O TYPE ANCHOR 3' O ]/ta• TAPCON .%'•�` 1 r 2 ilRwNc TYPE ANCHOR v. n ,1/2' DRYWALL � ��... ry •t. • .• �� LKSONRY LW7fL � c0 4 13;�.• MASONRY ' 2X BUCK '�•. ••%� ♦.. d IX BUCK r •'� , • • OQI > 1a INTEItto -� :7 c 3/16' TAPCON It 2-1/T. �t Y }ati 4 (S•• not. 2) a Ai o o "y PFIt e5 9 A o CONCRETE �. '�C Q J .. �u MASONRY BLOCK HEAD 1wB a In u. y,< �4EA0 JAMB 4 y .• '1 •.•. , TO ix $UB-BUG( 4 ' �+ 7p 2x SVB-BUCK•.' 1/2" DRYWALL J IX BUCK '1 . m ,'.'• - 1 • 2 FIRR.A3 Z 3/16' TAPCON NTMO6 1/2' txmYALI _ TYPE ANCHOR •, A 2X W UCK y IU 1 x 2 FIPJW4 ;y �., - ELCO TAPCON OF' EQUALINTERKIR W �] 2 (233 LB. SMEAR RATING) • .,. a '; ;y;,' (See not• 2) PFH WS J ` f• = vP, r x to MI/I r Yd e+ �' 4 : ' J/te' TAPCON - )h B 7''^ .TYPE ANCHOR SHIM SPACE •^ - 7 - t Elu MIN. ii�41N4„11 ( EM3. SS" !i. vERTIGV. 510E ,tw8 w s sue -suet [IY�Y(/BUILDINa SeY SPACC ONSV`TNRS, INC L,e' NL NOTT. I. This system has been evaluated For use in locations cdhering to the Florida Building Code i wa DATE. 4p/02 VERTIGL SIDE'"" and when pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings TO 2X SUB -BUCK 1 1/4' r11. SCALE: N.T.S. t7a and Other Structures do not exceed the design pressure ratings listed herein' DWG. BY: W.L.N. 2. For installations where the sub -buck is less than 1-1/2' (FBC section t707.4.4 Anchorage Methods - CNK. BY: R,w, and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon typo concrete anchors must be used and the DRAWING NO.: . I T-02201 length must be such that a minimum 1-1/4' engasenent of the Topcon into the masonry wall is obtained. or SNf1T W t MODEL DESIGNATION: Thermo-Try Out-S.inq Door WOW Tromp System ;F31CN PRESSURE RATING: �ueUM OV MI NOMINAL SIZE! Single UP to S4 x 8'0 w/wo sidel'to. J MAX te' O.C. Single Positive 67.0 PSF Negative 67.0 PiF Single with Sidelites idelit Positive 47.0 PSF Negative 47.0 PSF Q N Double up to 8'4 x 8'0 r/wo aidNitas ' ' III"' ." •• ilea E CONFIGURATIONS X. OX. X0. OXO, XX. OXXO Double w/wo Sidelitas Positive 47.0 PSF Negative 47.0 PSF O O O co 0 I QEVRAL DESCRIPTION: The head and side jambs ore Fingerjdnt pins O � measuring a min. 4-9/16' with o 1/2' rabbeted stop. S � 4 MASONRY LNTEL UI) • 3/16' TAPCON 'y TYPE ANCHOR J' r.. Q y• Z CONCRETE �j MASONRY BLOCK � y e � N •y ,e o e. .a^ � 'y• N •.L {v H = MASONRY LINTEL 3 m1 x 2 FlRRfNC N�I aDRYWALL /16' TAPCON YPE ANCHOR L� 1.75 R �U 1 1� �•.�" WN. EMS. \ N 1 x 2 FlRRING DRYWrLL `ZX BUCK I x t F7!?RING � �� O MAX 18' O.C. � O O O �s•� 0 TY'ALL 00 3/16' tAPCON � a . 2 ]iii T � Ix ANCHOR � X BIX:< 3W 25" 4UX. SHIM SPACE liiiaRlDe FXT RInR TT/'PE ANCHOR d o � ht E uri Z J � HEAD JAMB � w TO iX SUB -RUCK - ri o J/16" TAPCON TYPE ANCHOR 0.00 TAPCON OR EQUAL l9. SHF.1R EATING) \ 4 r0j 25' MAX. .x: c., NN Jr N C? SHIM SPACE I r 1` 1H .zs• MhI. J Elttt. z w 3/16' TAPCON TYPE ANCHOR •{ W 4' to p O h Ct INTFRIOR L U ,t3' MIN. C-SINK 1 r 2 F'RRING Q DRYWALL VFJ:TICAL SIDE .DAMS IX BUCK TO 1X SU8-BUCK v NO 1. This system has been evaluated for use in locotions adhering to the Florida Building Code and where pressure requirements as determineo by ASCE 7 Minimum Design Loads for Buildings end Other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub -buck Is less thein 1-1/2' (FHC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4,4.2) Topton type concrete anchors must be used and the length must be such that o minimum 1-1/4' engagement of the Topton into the masonry well is obtoined. J. When using a IX sub -buck a 6-9/16" jamb is required to allow for min. edge spacing for Topcon type anchors r ' s ak;. r id .,4 Y 813.684.J831 DATE: 4/3/02 SCALE: N.T.S. DWG. BY: W.LN. CHK. BY: R.W. T-022C 94M 1 or 140OF7L DESIGNAMN: Therma-Tru In -Swing / Ol,t-Swing Door Wood Frames System mAYIM IM OVERALL NOMIN& SRF: Single up to 5'4 x B'0 +:/wo sidelites Double up to 8'4 x WO v/wo sideRes 'SARI E CONFIGURATIONS: X. OX, X0, OXO, XX, OXXO .ENERAI D S .RIPTION: The hood and side jambs Ors fingerjoint pins measuring a min. 4-9/lc' with o 1/2' rcbbeted stop. DOUBLE 2X HEADER JBWN. C—SWx SHEATHINo V 33. MAX 1 Swu SPACE 0 Yv n6V. SIDE JALB o 1.15• YMI. 'f- 0 4e. DESIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 50.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF ri S.o V e.a" I 1 {..w„ t.• Tvr.� � DOUBLE DOOR Z n 4�a co N O CO. 2 Z � M h Q W — OO 3,C�CO v UJ a N o \\ o > e yy a� O V L N L e 3 ooLu W � V) J V) W Q W O U X V O = O to 3 1 Z ei].6Bt.3831 SINGLE DATE: 4/3/01 SCALE: N.T.S. M. BY: W.LT This system has been evaluated for use in locations adhering to the Florida Building Code CHx. M 2w* and where pressure requirement3 as determined by ASCE 7 Minimum Design Loads for Buildi.T;s DRAWING Diiot and Other Structures do not exceed the design pressure ratings listed herein. y 1 or 1 C. I IF OR DOUBLE DOOR WITH SIDELITES THERMA oTRU® 'FWER CLASSIC'PSA/OOTH STAR' WSW W(3"SMK3LE AND MAU E W/6 WAOUTSIDELTTES. INSULATED FIBEAOLtil DOOR WRH WOOD FFI MES. (;FNERAL NOTES � 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMl—DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI—DADE COUNTY. 6. MIAMI—DADE APPROVED IMPACT RESISTANT SHUTTERS L REQUIRED FOR SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Fie sheets: Fiberglass ovg. min, yield strength Fy(min.)=6,000 psi SmoothStor — 0.070 minimum skin thickness FiberClassic — 0.110' minimum skin thickness Care design•re : Polyurethane foam core. withl.9 lbs. density by BASF. she of mallCqqpfruction: The poriel skin is constructed from o 09 lbs. thk. S�Oef mo mg compound (SMCI. The interior �s filled with 1.9 lbs. density BASF polyurethane foam. The ppoonef face sheets ore glued to the wood sLles and (ails. TFK L14 krtch stile s nsnforced with a wood lock block measuring 2.375 x 14.0 long at the strike end deal location. The hinge stile is Finger Jointed pine and The top and bottom rail are of a wood composite material. In the all door application the inactive door is rifted with on extruded aluminum astragal (Wind Jamber G) of 5063—TG alloy. n The frame is constructed from finjointed pane. The o er is joined o the sde ambs with (3) 115go. 1/crown x 2 long Maples at each side. The mull.. are secured together in a sidefite application using /8 x 2' long PFH Wood Screws (6) screws per each mullion. The units use an Inswing Soddle threshold measuring 5.75' x 1.548'. r r Glazin : The sidelite panels are sandwich glazed usi o Two piece lop rome. hey are dry glazed on the exterior with on 1/8' thk. cellular pptruing tope a lilt Tape) AL caulked with slrcone. The Ile frames are held ,ioaether wdh a /8 x 1 /2 long Plascrew. TABLE jj D TYPICAL ELEVATIONS VERTICAL CROSS S R HORIZONTALROSS !&UNITtCOMPONENTS HORIZONTAL CROSS ANCHORING LOCATIO ANCHORING LOCATIO 7 UNIT COMPONENTS 8 BILL OF MATERIALS 37.5" MAX. OVERALL WIDTH j 36' MAX. �{ PANEL WIDTH = ca w = � 2 � w w x a o J 6 9 � 4 0 O X a o X M � N r0 cc m L i SINGLE INSWING UNR 74.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH --{ W./ASTRAGAL x ca W x w w 0 X kV wI 1� DESIGN PRESSURE RATING UNIT TYPE WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED SINGLE + 67.0 PSF — 67.0 PSF DOUBLE + 55.0 PSF — 55.0 PSF SINGIL & WITH SIDELITES + 55.0 PSF — 55.0 PSF 10MAX. UVtKALL rrcnMc rvivin 36,fi.625' MAX. 15.5" MAX. PANEL DTH W ASTRA / GAL FAME WIDTH O > 13.75" MAX. ¢ O co WIDTH 7.125" MAX. O Z O n D.L.O. WIDTH U 5 Lit 1n r r tr �Q00 00 a F— "— apZ * r O'ol3n '^In G o \inJ ¢Z 0 J �J � m DOUBLE W/SIDELITFS INSWING UNfT�o� J All MODELS 68.5" MAX. OVERALL WIDTH ARE HEWED 36" MAX. 15.5" MAX. o Ct a� IS FROM INTERIOR PANEL WIDTH FRAME WIDTH al` kn3 a 13.75" MAX. T WIDTH m r 7.125' MAX. = D.L.O. WIDTH W r o r 0 6 � w a o � r r Z. r � II 813.654.3831 1 FLORyiDa LYo �1sl am. BY: N 1� TJH MMNW X' `sJjjl� tQl/�—U t cNx. sr: RW DitNwNa NO.: S-2151 ti % Y l% _ t or £ Z O , • Cd 16 13 t7 20 U N HE rn O' .o.p o 2 ,n p; O, o' 38 8 °�O' Q' O; o o" p..ao W ui p.. q' z FXTFRI(M INTERIOR a J X a � [� O W a 0" 1.68" MIN. a N o PANEL THK. O.. o a po a 1 o' .O 8 5 it 19 Z �o 14 . Cl) N .. Q. a ,' a . CROSS SF�OfJ 2 DOOR PANEL DOOR P = U U w x Lu J ci h -i EXTERIOry��p / p Q R 'D o m h FOAM GASKET do co SILICONE CAP BEAD SIDELITE x 41 SEE NOTE 1 SHT. 4 z .5" MIN. a GLASS THK. INTERIOR 25 0 N N n SEE NOTE 5 SHT. 4 e 813.684.3831 DAM' 08 10 0 SCALE: 112" = • .. a M. BY; TJH cm By: RW S z151 24 8 XT� 7 O > SEE NOTE 2 SHT: 4 n N 0 OO 27 a00o0 INACTIVE 6 ACTIVE o a U) 0Lj FE 3 OJ 3 30 J e a ASTRAGAL RETAINER 31 1 mi 2 -d BOLT 8.0' LG. TOP g� do BOTTOM (2) BOLTS INT RI R 22 :s xz Z AT TOP & (2) AT BOTTOM SEE NOTE 6 3 \ °J F 1 18 SHT. 4 FOAM GASKET do SILICONE CAP BEAD v moo» z W m N� 3 ® ASTRAGAL 43 SEE NOTE 5 SHT. 4 34 o^ }�2 u 1 43 x o �I o 7 8 33 25 a `r` v~i3 a 10 z m 1.15' MIN. EXTERIOR O.' °: EMB. e P.:e, e e 0' Z o EXTERIO _ a"o - ' ' . O :� N 25' MAX. SHIM FOAM CASKET do ;o o e o:` . 0 rx 15' MIN. C-SINK SILICONE CAP BEAD a c .. °. _ o' .d' o . • o'• . Y Z N O v SEE NOTE 43 5 SHT. 4 34 RI IN TE OR Y z Y 36ui N N 33 25 Z z 4 'oLu 41 0 ,v 1 6 Ed 26 9 10 29 `D ¢ ° SEE NOTE 1 e2 37 SHT. 4 -a 13 ` �. °. ^ a SEE NOTE 7 SHT. 4 ' O 2 Ni H RI SS 11 N o ^ Z ® HINGE JAMB TO SIDEUTE ..a:, p r �euiLaNc 2 � CONSULTAfliS. INC v Z Y N 813.684.3831 36 6 29 ww n :5 41 " }T�t r l�JE i•V'L �nl +,' ' T't ♦ c o�ic 08 10/01 v. 17 a SE NOTE 1 ll1iiLAILrt sc�:1/2" = 17 INTERIOR 16 3S SHT. 4 jj � 1U 11' Hi�1J ll IV L L'`` • ` :Jill g M.W. RW cNc, W. RW 3ORIZOt`?AL CROcc cE- TON DPA"NC NO. • ( 5-2157 ® SIDELITE TO BUCK -------- __ sn¢T 3 or 8 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' do 60.375". HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" IN FROM EACH CORNER. 2. SPACING FOR REM NO. 27 (18 x 1- 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" do 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 4THE OUTSIDE ECORNERSRE ARE 2OHEADER F THE FRAME THERE ARE FROMEARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDEUTE AT THE MULLION USE ITEM NO. 37 (110 x 1 314" SCREW). Z `.L W to Q ^a 1. ID MIN. EMBED. ° .15" MIN. 13 C-SINK ' 8 Y w 1 7 e•. a 10 •' FXTERIOR INT RIOR 4 10 6 26 9 2HOR17ONTAI CROSS SECTION 25" MAX. 4 HINGE JAMB TO BUCK, SHIM SPACE SEE NOTE 6 SHT. 4 FOAM GASKET do SILICONE CAP BEAD SEE NOTE 5 SHT. 4 O. .'.p p...p.p-p.. o• Y z � T i = 36 ing -~ c� 41 z SEE NOTE 1 a SHT. 4 HORIZONTAL CROSS SECTION - 4 ® STRIKE (JAMS TO SIDELITE n Z Y SEE NOTE 7 SHT. 4 > Orl N O N O CO aJ.oz� u7 �OwO Q0 W'2 d x0i 2� n. 0�O Uz USN J �As NF Wj0 O 2tWi1 `r` t~i13 V VY BUILDING JNSULTANTS. INC 813.684.3831 rnrc. eT: Ian auc. er: RW ow.mNc No.: 5-2151 c„m 4 or 8 SEE NOTE 3 SHT. 4 3' --� SEE DETAIL "F" SHT. 5 '—� 6" 6" 6" 3" 3" 3" ■ -■ ■ _� ■ ■ ®I 1 � A. it SEE NO SEE DETAIL 6 SHT. 4 E- SHT. 5 SEE NOTE TYP. _ SEE DETAIL .G. 6 SHT. 4 13 - SHT. 5 - TYP. _ SEE DETAIL 13 SEE NOTE 'H' SHT. 5 -D- TYP 4 SHT. 4 — .D" "_ •B 14 14 14 HT. TE 1 3ESNO 6- 6- I~ 1 I- T7 h PC,. N s � u TYP. O a N o a —— v SEE DETAIL 'D' 'E` SHT. 5 0; ui J TYP. 04 SEE DETAIL "Cl -C- TYP. 'G' SHT. 5 - - 14 TYP — TYP �3"-6" 6' —4 h� 6' 6- 6" ® TjtAL FLORIDA A B- ®-d7� J�. DOUBLE DOOR W/SIDEU7E5 SINGLE DOOR MANU` .ACT N $ Try MASTER A 0.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 La O L3 13 r L. .' 13 10 10 DETAIL 'F' DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E` STRIKE PLATE TO FRAME DETAIL "G" AT THE THRESHOLD SEE NOTE 4 SHT. 4 F (N O 00 pV)000 n"p2^ CC U O t°.1 C�+Lj � OLJ 1L00 a 813.584.3831 DATE'. 06/ 1 D 0 sc-m N.T.S. DNO. BY: TJH a«. er: RW OR VANO NO.: S-2151 sNfrr 5 of 8 ih N N H O J n. �U) _ SEE DETAIL "E" SHT. TYP. C11.11VTT+��•Al FL'� �oc ��,A,NUFAC TUR ER N� o SEE DETAIL %y✓��C "F" SHT. 5 .....- �- 6" 3 b. 6^ 6 3^ 3" F» 6" 3" "j 3�^ 63» 3. 11 11 1 1 II 1 13 1—_ SEE NOTE — — 13 TyP. 3 SHT. 4 SEE NOTE �• SEE DETAIL 3 SHT. 4 — SEE NOTE — 6 SHT. 4 "F" SHT. 5 — n 13 "� TYP 'SEE DETAIL — — "G" SHT. 5 13 — SEE DETAIL SEE DETAIL Typ, �' "E" SHT. 5 5 "H" SHT. 5 ' NP. — SEE DETAX K "M. K TYP. M o SEE NOTE "G" SHT. 5 14 14+�+ 14 _ 4 SHT. 4 — — a 14 TYP. 'M" I 3" -^i 3 3" 6" -" i -»-I I— 6666"SEENOTE 6" 6" 4 SHT. 4 6" DDURLE DOOR {� 453" GLASS 1 I BITE EXTERIOR `J 25 1/8" TEMPERED CLASS O 25" AIR O .0 " SPACE O" Q i_ 1/8" TEMPERED INT RIOR Z_ GLASS 36 6 e Z n c� 41 a SE NOTE 1 STEEL INTERCEPT SHT. 4 .25" SPACER 5" INSULATED GLASS W/ TCM LITE FRAME GLAZING DETAIL 3» 3" 14 ®TYP. SINGLE DOOR W/SIDELITES .463" GLASS BITE / _ 1/8" TEMPERED ..'0 o.. rS-EENOTE GLASS 0 -.25" AIR O. 0.SPACE 0.:O0.1/8" TEMPERED GLASS N I R 36co Li .25" STEEL INTERCEPT SPACER 5' INSULATED GLASS_l11 RTS LITE FRAME GLAZING DETAIL J L 4a. 0 00 �"010, Q Z O ,- owo to dco 813.684.3831 F. 08 10 0' u N.T.S. :. er TJH er: RW wdc Ho.: 5-2151 rr 6 or 8 1] 4.563" 1.063" h- I In In N q 20 21 WOOD FRAME 2 3 FINGER JOINTED PONDEROSA PINE 1.92" 1.734" r-- .99- — '{ O kn 28 1 .097' 4 x 4 STEEL DOOR HINGE e 1.531 " SIDELITE TOP do BOTTOM RAIL CwrPR .JOINTED PONDEROSA PINE l- O PLASTIC LIP LITE FRAME EXTRUDED BTS F1.691"--{ 2.141"� �T �F LD L INSWING SIOELITE 15 BOTTOM B007 0.09" EXTRUDED VINYL WALL O m i ^1 n 'IF I, -- ON T� I 0 co 00 Rol 2n Z O 'NorO7/gyypp = O Lo �1 �-- 1.531 " --i O 36 I I F'-�- .526" O j � SIDFI fTE BI ANK SIDE 571LE 2 713• FINGER JOINTED PONDEROSA PINE POLYPROPLENE) 11J TCM (THERMA-TRU'S 34 PLASTIC LIP LITE FRAME EXTRUDED TCM 0- o , 1.264' f —1.255 ` --I 1— , _ 1 ^ _ I N cy n S � f'--1.531 —�i FC TOP RAIL O O �1.531"� i�-1.531$IF WOOD COMPOSITE FC, I ATCH SIB LE COMPOSITE FC. WOOD HINGE SIDE STILE a 5.75` T Ti 00 to O{-- 1.531 " - FC BOTTOM RAIL n SELF ADJUSTING SA-DDLE THRESHOLD 19 WOOD COMPOSITE AWMINUMNINYL 045" WALL ALUM, 080" THK. WALL VINYL TYP. L 1 .r O� SS. BOTTOM RAIL 11 WOOD COMPOSITE u? 6 0 M U z F- -- 2.375' 1 COSUAeua IF 81J.684.3851 TT � �* SCALL N.T.S ,n o am. BY: TJH -T cNK. NG RW j- I pPHY1NG NO.: 30 S-2151 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE sNc[T OF 8 7 11f.m DE IPTION M r' I SWOOTHSTAR DOOR SKIN .070 MINIMW FWRGLAS nBERCLASSIC DOOR SKIN MIN. THK FIBERGLASS By FIBERGLASS 1 .110' THERWI-TRV with 'eld h F m n. -6,000 si 2 FC, TOP RAIL 1.531' x .94' THERMA-TRV MOOD COMP0511t M000 COMPOSITE 3 FC. LATCH STU -TRV. MOOD C0IFOSIIE 1.531 x 1.209 MOOD COMPOSITE 4 FC. H E rnLE HERMA-TW. F'ONOEROSA PPE 1.531 x 1209 WOOD 5 FC BOTTOM RAIL 1.531' x f 25' TFERIN-1RU MOCO COMPOSITE M000 COMPOSITE 6 POLYURETHANE FOAM BASF, 1.91bs. DENS FOAM 7 SHORT REACH COMPRESSION WEATH945TW -TRU FOAM 8 LONG REACH COMPRESSION WEATHERYTRF -TR11 FOAM 9 4 x 4 HINGE .097 THK. ERMMA-TRU STEEL 10 10 x 314 1. PFH WOOD SCREW to Frame STEEL 11 SS BOTTOM RAl 1.531 x .91 ROW-W WX 00 lE WLXIO COMPOSIfE 12 10 x 2 LG. PFH WOOD SCRLIV STEEL 13 8 x 2 1 2 L.G. PFH WOOD SCREW STEEL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG, STEEL 15 SIDELRE BOTTOM B007 .090 EXTRUDED VINYL 2x INNER WOOD BUCK �11CNYL16 D17 MAX. 1 4 SHIM MATERIAL D 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 SELF AWLISTM PIS" SAM IHRESFw ALUM. WOOD 57 WOOD 20 x 1.25 HEADER THEWAA-TRU. PONDEROS4 PINE 21 x 1. STRIKE WMB 22 4. x 1.25 HMVCE NMB -TRII, PONDERDSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOL7 - 24 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL LUM. 6063-T6 25 GLAZING 1 2 INSUlATEO TEMPERED G1A55 GLASS 26 SS WNGE STILE IHERMA-TRU, PONOEROSI PPE 1.183 x 1,531 WOOD 27 8 x 1 L.G. PANHEAD SHEET METAL SCREW STEEL 28 WSWWG DOOR BOTTOM SWEEP 29 8 W000 30 FC WOOD LOCK BLOCK 2375 x 1.515 PONDEROSA PINE WOOD 31 SS. LATCH STU THERMA-1,183 x 1.531 WOOL) COMPOSITE 32 1 8 THK. CELLULAR GLAZING TAPE STTK-11 TAPE - 33 PLASM LB' UTE FRAME BT5. THERM-TRU BTS 34 PLASM LIP LITE FRAM CM THO W-TRU 7 M 35 4.563 x 1.25 BLANK ,14MB -TRU PONDEROS4 PWE WOOD 36 ISMITE SIDE STU TNOW-M,1.531 x .656 PONDEROSA mHE WOOD 37 1#10 x 1 3 4' LG. PFH WOOD SCREW S7EEL� 38 SS. TOP RM 113E x .94 4ON-TW WOD CuMlluww WOOD 39 NOT USED SILICONE 40 41 SILICONE CAULK 8-10 x 1 1 2 PIASCREW FOR fTFJA 34 STEEL 42 SOB1fE TOP R BOTTOM RAIL -114 I -VI x .656 /U1pOW PK WOOD 43 8 -.2 L.G. PFH WOOD SCREW STEEL 7T �1.531"� f 38 "'• SS TOP RAIL WOOD COMPOSITE o> 592" 579" 1.531" Of N 1.316" O co O cn � ao C: zo. ry =0W �Oj0 a COMPRESSION WEATHERSTRIP = � � BY THERMA-TRU F= ON REACH C L;UK SION WEA7H R5E-1 FOAM CELL CORE W/VINYL JACKET SS. WOOD HINGE SIDE STILE FOAM CELL CORE W NYL JACKET 3" / DRILL TRU FOR .357' DL4. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T STRIKE PLATE 31 �--1.531"� SS t ATQH 1;1QF STII F COMPOSITE 41. ASTRAGAL HAS co r. (2) 8.0" N BOLTS ® BOTTOM BO SBOLTS ® 70P 24 WINDJAMBER 11 WR68T ASTRAGAL (ALUMINUM 057" WAiL_TYP.) li\ ASTRAGAL RETAI 0 ' MATERIAL: C/R� do YELLOW CHROMA E :1 O Ic3 r`1 o to �n Nxz � ¢w �uiv'liriZU �o co as U oas m�3 t m w 6Vnc )NSULTANfS, ANC 513.684.3831 n 08 10 O1 -La N.T.S. I BY: TJH x. er: RW wmx; NO.: S-2151 m 8 or 8_ JUN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P.02 dda Eudels 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 RF: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits For Florida Extruders windows will have to include this letter with the installation details. Florida EXtruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 'A") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon)_ Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 'k'. Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed 1 "A". The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A' must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 %' Therefore, for Florida Extruder iinsta9lation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to paean that a buck thickness of less than 1 %" is acceptable. The definition of a non-structural buck is based on Section 1707.4.4_2 of the !Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 'JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 a . ` E101i(b . 'rir 'iF��p,�1��i���% %%���► 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 rarne iso.oe0floridaextruders 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.VO1, F..o_C A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. n1e: 2002-LTR-RlA-009 0 '%W J I FICq�; _* • No. 4 5GTA 16. 25407awett Lane, Sanford, A 32711-1600 • (4a7) 323-3300 • Fax (407) 322-3337 2 Zi I 3' bath to roof w/fan 3' bath duct to roof cap w/fan e dryer wall cap scale :1/8'=1'0' + N f . 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 'J s O v C) �n s _ CQ 5 CS S U z O 7 W W O Of F- QO P�1 U 06 x m 0 O !� Ln CU LLJ x n.1 W -J o ry F- W CD Cli Lj U � cc) > Rating z o > C m Z- w > z o Q Q 0 a Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulatlon value. m EL .__I (J) 0 Q Ile , ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) :WINDUw HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR .APRV'D. EQL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY .OTHERS CAULK BETWEEN (BUCK W. WIDTH) WOOD BUCK 9. MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS 3/16' DIA..TAPCON ONE .BY WOOD l: BUCK BY OTHERS . 1-1/4' MIN. c EMBEDMENT I I INSTALLATION ANCHOR 1 3/i6' DIA. TAPCON 1 i I I SHIM AS REQ'D. 1/4' MAX. (SEE NOTES)- FLANGE TYPE WINDOW FRAME . HEADER SHIM AS REQ'D. . RIGID VINYL 1/4' MAX. GLAZING BEAD (SEE NOTES). (T.Y P_) S B 1-1/4- MIN.` EMBEDMENT C> TUco YC THEIRS C7 GLASS O (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE o & WOOD BUCK PERIMETER CAULK BY OTHERS GLASS W.W. (TYP.) (SEE NOTES) (W(NDOw WIDTH) S.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK & MAS'Y. _ OPENING BY OTHERS SECTION B-B. FLANGE TYPE CONCRETE OR WINDOW FRAME MASONRY OPENING SILL BY OTHERS NN W.W. PRECAST SILL c a BY OTHERS ®e A B NOTES SECTION A -A C : 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX- ALLOWABLE SHIM STACK TO BE 1/4-. D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. / 3) INSTALLATION ANCHOR MUST .BE OF SUFFICIENT LTH. TO ACHIEVE ^ ^ MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD K �' \ & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. G EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR. THENr APPROPRIATE DESIGN PRESSURE REO'D. 71 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM\Q [?•ter E 1300 GLASS CHARTS. 8), LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO. 40PSF 41 PSF TO 70PSF SIZE SIZE _ 12 18 1/8 x 25 8 B F.G F.G F.G F.G 13 18 1/B x 37 3/8 B B F,G F,G . 14 18 1/8 X 49 5/8 8 B B F.G. F.G 145 18 1/8 x 55 1/4 8 B F.G . F.G .15 16 18 1/8 X 62 18 1/8 x 71 8 B B F,G F.G.H 17 18 1/8 x 83 B B F,G F,G,J,K 1 H2 25 1/2 x 25 8 8 F,G F.G F.G F.G 11-13 25 1/2 X 37 3/8 8 8 B F,G F,G,H,i 1H4 25 1/2 X 49 5/8 B 8 B F.G F.G.H.1 1H45 25 1/2 x 55 1/4 8 8 F,G F,G,H,I I H5 11-16 25 1/2 x 62 25 1/2 X 71 8 13 F,G F.G,H,I. 1 H7 25 1/2 X 83 8 8 F,G,J,K F,G.J.K 30 1/2 x 26 29 1/2 X 25 8 B 8 F,G F,G . 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 8 F,G F.G.H.1 30 1/2 x 50 5/8 29 1/2 X 49 5/8 6 B F.G F.G•H,i 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 8 F.G F,G,H.1 30 1/2 x 63 29 1/2 X 62 8 8 8 F.G.H.1 F.G.H,I 30 1/2 x 72 29 1/2 x 71 8 B F.G,J.K F.G,J,K 30 1 2 x 84 29 1/2 X 83 8 6 . 22 36 X 25 8 8 F.G F,G 23 36 x 37 3/8 B B F,G F,G,H,I. 24 36 X 49 5/8 8 B F,G F,G,H,I 245 Y5 36 x 55 1/4 36 x 62 B 6 F,G,H,I F,G,H,I 46 36 X 71 B B F,G,H,1 D,E.F,G,H.1 27 36 X 83 B B F.G,J,K . F..G.H,I,J.K 42 x 26 41 X 25 6 8 6 8 F,G F,G,H,I 42 x 38 3/8 41 X 37 3/8 B B F.G F,G,H,1 42 x 50 5/8 41 X 49 5/8 6 6 F.G.H.1 F.G.H.1 - 42 x 56 1/4 41 X 55 1/4 8 8 F,G,H,I D,E;F,G,H,I 42 x 63 42 x 72 41 X 62 41 x 71 B 8 F,G.H.I D,E,F,G,H.1 42 x 84 41 X 83 8 8 F,G,J,K F,G.H,I,J,K 48 x 26 47 X 25 8 8 A,C A,C F,G F,G F,G.H,I 48 x 38 3/8 47 x 37 3/8 8 A.0 F,G F.G.H.1 48 .x 50 5/8 47 X 49 5/8 B A,C F.G.H.1 F.G.H.1 48 x 56 1/4 47 X 55 1/4 47 x 62 B A.0 F.G.H.1 D,E.F.G,H.1 48. x 63 48. 72 47 X 71 B A.0 F.G.H.1 D,E,F,G,H.i x 48 x 84 47 X 83 8 A C F.GJK DEFGHIJK F. 32 52 1/8 X 25 8 B A,C A,C F,G F,G F,G.H,1 33 34 52 1/8 X 37 3/8 52 1/8 X 49 5/8 8 A,C F,G,H,I F.G.H.1 345 52 1/8 X 55 1/4 B A,C, F,G,H,I F,G,H,I D.EF.G.H.I D,E.F,G.H.I 35 52 1/8 X 62 52 1/8 x 71 8 6 A,C A,C F_G,H,I D.E.F,G.H,I 36 • 37 52 1/B X 83 8 A,C F,G.J.K D.E,F,G.J.K,J,K • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE INTERNATIONAL, .INC EXTERIOR ELEVATION AS A KEY. a 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON V FLORIDA E XT R V D E R S SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. n TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK. • 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN_ THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES. SINGLE. HUNGS. 1 1) WHERE WINDOW 1S INSTALLED IN .MASONRY OPENING WITH A STRUCTUAL TWO BY WQQC BUCK. USE 11 Q SCREWS OF VIEWED FROM EXTERIOR SUFFICIENT LENGTH. TO .ACHIEVE 1-3/8- MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. TITLE: INSTALLATION DETAIL I. SGL. HUNG FLANGE WINDOWS — SERIES 1000 150.0 &.2000 DRAWN BY B B APPROVED BY: a ' DATE: 10/09/01 SCALE: NTS DWG.: F-LEX001 S PREPARED BY: PRODUCT' & APPLICATION ENGINEERING. INC.. 250 INTERNATIONAL PKY., SUITE 250. HEAiriROw. FLORIDA 32746= PHONE. 407 805-0365 fAx 407 805-0366 IMIN. EMBEDMENT WINDOW WIDTH I/4' MAX. CAULK BETWEEN SHEATHING TWO BY WOOD SHIM SPACE WINDOW FIN 8 BY OTHERS BY OTHERS SHEATHING (SEE N07ESo D TWO BY WOOD SHIM AS RIE STUD BY OTHERS SHIM AS REQ'D. !� INSTALLATION ANCHOR (SEE NOTES). r �ek�-eL�ee #8 WOOD SCREW TRk Cl ` . RAT o,. IMIN. STUCCO 1�7 ' • BY OTHERS _ ra p 1F.T1jc'� g S EMBEDMENT 1@(1i1'�L`7 li 1/4' MAX. gg -} GLAZING (TYPJ PERIMETER SHIM SPACE FA9-�� TI (SEE NOTES) CAULK lni"'' SHEATHING BY OTHERS BY OTHERS FIN TYPE WINDOW FRAME CAULK BETWEEN HEADER FIN TYPE WINDOW FIN GLAZING (TYP.) WINDOW FRAME 8 SHEATHING (SEE 'NOTES) WINDOW JAM B WIDTH PERIMETER INSTALLATION ANCHOR CAULK. #8 WOOD SCREW BY OTHERS A STUCCO BY OTHERS SECTION B— B B a WINDOW 24' O.C. . HEIGHT MAX. (TYP.) EQUALLY SPACE ANCHORS (TYPJ WINDOW HEIGHT NOTES: GLAZING <TYP.) 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. (SEE NOTES) -- / MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063_ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN.. EMBEDMENT OF I" INTO WOOD BUCK_. A 6 MAX 4) USE SILICON IZED.ACRYLIC .CAULK BEHIND WINDOW FIN (TYPJ AT HEAD, SILL & JAMBS_ 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL 6' MAX: (TYPJ AROUND EXTERIOR OF WINDOW- FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART,. USE ANCHOR OUANTITY LISTED WITH NEXT URGER SIZE. FIN TYPE F\ / 7) GIASs THICKNESS MAY VARY PER THE REOUIREMENTS OF WINDOW FRAME E�_`y��ION ASTM E1300 GLASS CHARTS. PERIMETER SIIP- BLE SILL VIEWED FROM EXTERIOR 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. STOOL THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 ; CAULK BY OTHERS BY OTHERS AND 2000 SERIES SINGLE HUNG WINDOWS. 1 INSTALLATION ANCHOR TWO BY WOOD #8 WOOD SCREW BY OTHERS STUCCO BY OTHERS J I ;r. REV DESCRIPTION DATE INI FL EXTRUDERS INTERNATIONAL, INC. a CAULK BETWEEN h SANFORD., FLORIDA WINDOW .FIN SHEATHING a SHEATHING BY OTHERS 1-MIN. = TITLE: INSTALLATION DETAIL W/#8 SCREWS ' EMBEDMENT - - SECTION A —A _ SINGLE HUNG. FIN WINDOW - SERIES 1000, 1500, & 2000 DRAWN BY: BB APPROVED BY: I DATE: 12/ 13/01 SCALE: N. T. S. DWG.:FLEX0026 SHT 1 OF 2 SUITE 250, HEATHROW, FLORIDA 327a6 PHONE 'PREPARED BY= PRODUCT L APPLICATION ENGINEERING, INC' 250 INTERNATIONAL PKWY.,a07 BOS-0365 FAX 407 805-0366 .' ! INSTALLATION ANCHOR CHART ; QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMB CALL WINDOW . UP TO 70 PSF UP TO 70 PSF'"-= w SIZE SIZE 2024 23 1/2 X 27 1/2 2 2 2030 23 1/2 X 35 1/2 2 3 2038 23 1/2 X 43 1/2 2 3 2040 23 1/2 x 47.1/2 2 3 2044 23 1/2,x 51 1/2 2 3 2050 23 1/2 X 59 1/2 2 4 2060 23 1/2 X 71 1/2 2 2 4 2070 23 1/2 x 83 1/2 2424 27 1/2 X 27 1/2 2 2 2430 27 1/2 X 35 1/2 2 3 ' 2438 27 1/2 X 43 1/2 2 3 2440 27 1/2 X 47 1/2 2 3 2444 27 1/2 X 51 1/2 2 3 2450 27 X 59 1/2 2 2460 .1/2 27 1/2 X 71 .1/2 2 4 2470 27 1/2 X 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2 2830 31 1/2 X 35 1/2 2 3 2838 31 1/2.X 43 1/2 2' 2840 31 1/2 X 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 3 3 2850 31 1/2 X 59 1/2 2 2860 31 1/2 X 711/2 2 4 2870 31 1/2 x 83 1/2 2 4 3024 35 1/2 X 27 1/2 2 2 3030 35 1/2 X 35 1/2 2 3 3038 35 1/2 X 43 1/2 2 3040 35 1/2 X 47 1/2 2 3 3 3044 35 1/2 X 51 1/2 _ 2 3 3050 35 1/2 X 59 1/2 2 3060 35 1/2 x 71 1/2 2 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 x 27 1/2 3 3430 39 1/2 X 35 1/2 3 2 3438 39 1/2 x 43 1/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 1/2 3 3 3450 39 1/2 x 59 1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 X 83 1/2 3 4 3824 43 1/2 X 27 1/2 _ 3 2 2 3830 43 1/2 X 35 1/2 3 3 3838 .43 1/2 X 43 1/2 3 3840 43 1/2 X 47 1/2 3 3 3844 43 1/2 X 51 1/2 3 3 3850 43 1/2 X 59, 1/2 3 3 3860 43 1/2 X 71 .1/2 3 4 3870 43 1/2 X 83 1 2. 3 4 4024 47 1/2 X 27 1 2 3 2 4030 47 1/2 X 35 1/2 3 2 4038 47 1/2 X 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 x 59 1/2 3 3 4060 47 1/2 X 71 1/2 3 4 4070 47 1/2 x 83 1/2 1 3 1 4 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL" EACH JAMB UP TO 70 PSF UP TO 70 PSF SIZE SIZE 12 18 1/8 X 25 2 2 3 13 18 1/8 x 37 3/8 2 14 „" 18 1/8 X 49 5/8 2 3 3 1-45 ., i.l 18 1/8 x 55 1/4 2 15 18 1/8 x 62 2 4 16 18 1/8 X. 71 2 4 17 18 1/8 x 83 4 1H2 25 1/2 x 25 2 2 3 1H3 25 1/2 x 37 3/8 2 . 1H4 - 25 1/2 X 49 5/8 _ 2 3 1H45 25 1/2 X 55 1/4 2 3 1H5 25 1/2 x 62 2 4 1H6 25 1/2 X 71 2 4 1H7 25 1/2 X 83 2 4 30 1/2 x 26 29 1/2 X 25 2 3 30 1/2 x 38 3/8 29 1/2 X 37 3/8 .2 3 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 36 1/2 x 63 29 1/2 X 62 2 4 4 30 1/2 x 72 29 1/2 X 71 .2 4 30 1/2 x 84 29 1/2 "X 83 2 2 36 X 25 2 3 23 36 x 37 3/5 2 3 24 36.X 49 5/8 2 3 245 36 X 55 1/4 2 4 25' 36 X 62 2 26 36 X 71 2 4 27 36 X 83 2 4 42 x 26 41 X 25 3 3 42 x 38 3/8 41 x 37 3/8 3 3 42 x 50 5/8 41 x 49 5/8 3 3 42 x 56 1/4 41 x 55 1/4 3 4 42 x 63 41 x 62 3 4 42 x 72 41 X 71 3 4 42 x 84 41 X 83 3 48x26 47x25 3 3 48 x 38 3/8 47 x 37 3/8 3 3 48 x 50 5/8 47 X 49 5/8 3 3 48 x 56 1/4 47 X 55 1/4 3 4 48 x 63 47 X 62 .3 . 4 48 x 72 47 X 71 3 48 x 84 47 X 83 1 4 32 52 1/8 X 25 3 2 3 33 52 1/8 x 37 3/8 3 34 52 1/8 X 49 5/8 3 3 345 52 1/8 X 55 1/4 3 3 35 52 1/8 X 62 3 4 36 52 1/8 X 71 3 4 37 52 1/8 x 83 3 4 i REV DES R N DATE INI FLORIDA EXTRUDERS INTERNATIONAL, SANE RDFLORIDA TITLE: INSTALLATION ANCHOR CHART SGL. HUNG FIN WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY: BB APPROVED BY: -4-Ii DATE: 12/18/01 SCALE NTS DWG.: FLEX0026 SHT_2 OF 2 7,f\ x 2 x 1000 X 2 X 2 /8— ByWOODS--Df-:Ai; 7 H I-- C L/e &H -,UBP' IAMB (T YR) TUEE MULLEIN, U f Y 1: -K E rf--NCRE-Tc�' OR S C N R y `TH l4- tAINI: e x S L F" #a x _2 s L IENT, TA I C, S!"� S PO'N x v APPING S M, S )AVMO. INSTAi AL. T 1 N ANCHOR 3/116' DT's. L- w _Z- TAPCI--N Srs::EF,; ANCTL-iC---�P ;TY— cf:.Ai A-j Ac-T%�W-7—N` KU LL 1 El N INLOL: --N -i-, 2 X A X 3�,; 8 EXTERNAL IA ii LL 10 w -71N I N S i AT Cl P NG S M ACIP•T LL U -A: jkA Lj -.N-' TC, 4 X 4. 1. N A A -;L-,-, HON Al, C- 1 k-) I tlNt i A-ppuES TO H EAUD E U Ll 0-oNS f-jks;c E UIS ED' 7,--'! 6 X 1/a -wol f I I f— 1, x x 3/6 ILG M u D N I r, !B.C- -A-ija - 'JAMB (TYF,j S,H, 1.000 S; H. TT 1 iAm.3 IT. Q I.A! Lj 'JAME ypt) S�iH -IR #c- x 1/2 i>-r-" ANC L X 1/2, SSELF �8 v 1 s S EDW A-N�'HCIR 'TY'�; TAPPING SKS MS:, A S-LL CLIP 1 G, o", —H. -- i JAMB >TYrl) SEALANT :BETWEEN WIND0\oi(. FLANGES & MULL ION 4 - 1E- 48 X -.I-i/� S-;-F 1c, A.PPTNG SMS A- 4 ilia TUBE r 1 inN #8 XA1-1/2 F S EL SEALAN BET'w EN tv/T1%rj9 F! ANCts I N . W 1/4- MTN SEA! ANT, PE-WEEN TA:-,Pr�-Ici SIMS ;:�1ND[Pal K HU L LIGN EMKDHEN, FLANCES MULL.01N I_- Q t--! i i Ci\ A — 11'% i t8 X 1-1/2 SSEI-�- 4111 By 0 't Hr- ApplING sm" rtIL C - f Ac RY ATcip F1 C 17," A T T -2..,NAL An4 p p ADDr. NrkC:,p X 4 X VS, TUBE MULLION SD it F + J 3 1, T y R." #a X 1/2 SELF Ti AP; P -1 N G- SIM S \ \�� SEA!-W ANT B-TEEN ',WT,*,ZDIOVI FLANGES MULLION P- 7APPT NG SIMS A— A EE- ��j (D E L EVA. Lj EXTFRIOR -46- X 1/2 \AE-WE- T A P P I N G SEN S INTERNATIONAL; INC. !FLORIDA EXTRUDERS ISANFORD, FLORIDA `T 1 'TITLE: -Hr OF L2, 1000/1500 c- L DN F—(—T TF N,� SE I- AN BE7T, N -A D c, FLANGES - --r r r - n-,f-Hr-R c'TDF (SHEE —GIR U; r I W11 N'3 TV — T;�S T K.j PRE SS' RE CAPA C r T #8 X i Ji2; SELF TArINL] SMS: FpW DRAWN BY: APPROVED BY: nAT-F SCALE. DWG.: IGN PRESSURE CAPACITIES -- - SERIES 1000 CAPACITY & 1500 FLANGE VERTICAL DES j CAPACITY CAPACITY�CAPACITY I CAPACITY ;CAPACITY :CAPACITY ;CAPACITY CAPACITY j CAPACITY 2X4X3/8 WINDOW WINDOW i CAPACITY 1X2X1 8 :CAPACITY 1X2X1/8 !CAPACITY 1X2X3/8 1X2X3/8 1x2 7/16x1/81x2 7/16x1/81x2 7/16X3/81X2 7/16X3/B 749AEivcHOR L 1X4Xi/8 748L 1X4X1/8 T68ANCHo MULL; ! 1X4X3/8 T48A 1X4X3/8 T68ANCH0 i TUBE MULL CALL TIP -TO -TIP ;TUBE MULL: TUBE MULL I TUBE MULL ! 2 ANCHORS ;TUBE MULL ? 72BA CHo MULL j4BANCHOF SL 72B NCHO SL 4 ANCHORS I = ANCHORS , SECT. A-A(5) ' ANCHORS ; ANCHORS CNo SECT. A-A(6) i SECT. A-A(6) !SECT. A -A 7 SIZE SIZE 2 ANCHORS 4 ANCHORS 'SECT. A -A 1 SECT. A� i SECT. A-A(2) :SECT!SECT. A-A(3) , L; ;SECT. A-A(3 SECT. A-A(4) ;SECT A-A(4) ;SECT. A-A(5) ! 19 1 /8 ^ X_ 26 336.52 732.42 336.52 692.83 336.52 i 732.442 _ 336.52 1732.42 ! 791.81 ! , 1 187.72 = 79 i .81 11187.72 i 11187.72 12 1 8 X 38 3 8 209.72 1317.66 . 209.72 429.55 : 209.72 •456.46_ 209.72 ! 456.46 49347 . 1740.20 493.47 ;- : 740.20 740.20 13 14 119 9 1 8 X 1 / 50 5 8 131.23 / 1 131.23 1_52.75 ' 177.46 152.7-____5 ___�^193.92 _ 152.75 271.83 ' 359.41 539.12 359.41-�'9.12 ! 539.12 145 119 1 /8 X - 56 1 /4 94.13� _ _ ' 94�13 ! ; 1.27.29 ' 127.29 _ 135.81 139.09 135.81 !° 194.97 ; 319.55 ; 460.17 ! 319.55 479.33 423_03 1479.33 423.03 15 19 1/8 X_ 63 ; 6 5.9 7 65.97 ' 89.21 ' 89.21 97.48 - -- - 97.48 --- --- -- 119.85 -- - 136.64 -- 282.02 423.03 282_02 _+ -- 1- : 365.75 -- --T�19 / 8 X 72 43.49 _ 43.49 58.81 58.81 r64.27L64.27 - 190.09 "; --1---- 90.09 : 212.62 ; 212.62 _; - 296.98 _ ' 296.98 - -r- 16 7 _1 19 1 8 / - _4 -_ X 84 26.96 --3.�------ ? 26.96 - 36.45 36.45 ^ 39.83 __ - . 39.83 - _ !: 55.84 -_ _ 55.84- _ 1131.79 131.79 --------� ! i 84.08 184.08 ; 294.03_- 1 - --- r-- 1 26 1 /2 --'-"!--------"^- X 26 262.87 i 572.13 -"`---- i 262.87 541.20 ! 262.87 572.13 _ _ _ ! 262.87 `= -_ 572.13 _ j 618.52 927.78 i 618.52 1927.78 1927.78 1 H2 1 H3 6 1 /2 X =. 38 3/8 157.93 239.21 i 157.93 323.48 157.93 : 343.74 157.93 343.74 371.61 i 557.41 371.61 266.35 ; 557.41 399,53 i.557.41 399.53 1 H4 2 6 1 / X 50 5 & 97.25 /^ ; 97.25 -�--^- -T i 1 13.20 -----�---- 131.51 ' i 13.20 _ = -- 143.71 - 1 13.20 _ 1201.45 143.51 266.35 --_ ! 235.70 399.53 339.42 ! z ; 2�5.70 S , 353.55 i ; 3.53.55 1 H45 ' �26 1 /2 X ' 56 1 /4 69.43 ; 69.43 1 ' 93.89 ! _ 65.51 93.89 1165.51 100.17 71.58 4 102.59 s 71.58 }100.17 88.01 100.34 ; 120. 10 1236.83 ' 207.10 ! 310.65 1 i 310.65 11-15 26 1 2 X 63 48.44 48.44 31.79 - ; 42.99 142.99 46.98 1 46.98 1 65.8fi - ! 65.86 1 155.44 155.44 _ 217.1 1 217.1 1267.38 1 H6 26 1 /Z X 72 _ 31.79_-_ 19.62 126.53 i 26.53 1 28.99 ! 28.99 ! : 40.64 40.fi4 ! ; 95.93 , 95.93 1 133.99 ! ' 133.99 214.02 _^ 1 H7 26 1 /2 X 84 19.62 -�-- 22 37 X 26 ; 216.75 i 471.75 ; 216.75 1471.75 1216.75 ! 471.75 ^_ i 216.75 j i 471.75 i 266.00 1510 i 287.57 `7fi5 ; 431.36 1510 1287.57 7fi5 431.36 i 765 i 431.36 23 ---_ 37 X 38 1 3/8 ! 122.22 _ i 185.12 ! 122.22 _ 250.32 ; 122.22 == 26T 6. 0000 r108.37 122.22 --- - 85.36 ----j ! 151.91 j 200.86 301.29 200.86 301.29 24 ;37 X 50 ;37 56 5/8 73.34 1 /4 51.97 73.34 ^; 1 51 85.3fi _ ^ ! 70.28 99.17 70.28 i 85.36 j 74.98 176.79 74.9$ -_ 1107.65 176.43 254.07 ! 176.43 _- -301.29 LT264.64 -�' 264.64_ 245 X -- .97 -�'-`�`- _ ; 48.70 i 53.2i 53.21= 165.43 _ 74 59 ' 153.96 1 176.06 ! 153.96 ; 230.94 _- _ ! 230.94 _ 25 37 X 63 36.01 - 36.01 `� !I 31.74 , 31.74 34.69 `34.69 ! 48.62 48.62 1 14.76 _ i 14.76 131.61 160.30 _4 197.41 , 26 ! 37 X 72 23.47 ' 123.47 114.39 19.46 i 19.46 j 21.26 ! 21:'2fi: ! 29.81 170.36 70.36 _ ''• 98.27 ° 98.27 _ 1 156.97 27 37 X 84 14.39_ _ -t- - - -+ - - _T29.$1 - VN - 32 ' 53 1 /8 _ X 26 i 191.61 _ ' 417.04 ! 191.61 -' ----- _ 1394.49 _-�191.6 i '�-----' ? 417.04 ` aJ 7.04 ,r .191.61 ; _ _ . ' 45b.85 s 231.50 ; 676.28 _ 347.25 450.85 231.50 1676.28 347.25 1676.28 . -347.25 33 1 /8 X 38 3/& 98.38j 1 149J02 i 98.38 201.51 - j 98.38 214,14 < ��.38 .. ,�2.4 14 1 d7 ` �':1..�4.00 ; r 154.00 ; 231 .0 i 231.01 343 1/8 50 5/8 56.23_ 56.23 65.45 j 76.04 ---�-- 65,45 -- i 83.09 r 65:45 - -- 1 fi -- ---_-1231.01 -` _ -! i 200.23 -X 39.32 1 53.17 ; 53.17 156.73 58.10 i 56.73 ' i 81.44 ,, 1133.48 -- - 192.22 133.48 1200.23 - ; 345 - �3 1 /8 X 56 114. 39.32 36.40 ! 36,40 j 39.78 39.78 _ ! 148.91 155.T6 - '%► 50 8 j ........-- • - 1 60 113 . -- '11 . ; - -5 0$ i172.63 , '172.63 35 53_ 1 /8 X 63 26.92 _ _ _ ! 26.92 _ 23.45 _..--- --- 23_45 t ----- 25.62 -r - 125.62 _ 35.92 --- - `. 35.92- 84.77 ` i 84.77 97.21 1 18.41 _� 145.82 36 -^'-110.51` 37 I S3 1 /8 1 53 1 /8 X 72 17.34 X 84 7.34 L 114.21 1 14.21 15.53 ! 15.53 i 21.77 1 21.77 151.39 , 5-� 1.39 171,78 j 71,78 _ - 1 120.81 FLORIDA EXTRUDERS INTERNATIONAL, INC SERIES 1-000 & 1- 500 FLANGE VERTICAL ' `"� DESIGN PRESSURE CAPACITIES SANFORD, FLORIDA MULLION _ TITLE i;F���y���;-tvL _ _ SHEET 2 OF 2 'rc T y � '�"U�!� �!?N J -FR, ! 1ti'l & I NOTE: A) NUMBER FASTENERS OF ANCHORS NOTED REQUIRED FOR TAPCON EACH END. `: DRAWN BY:. 14� APPROVED BY: 7-51 DATE:J i % _ _.'ter SCALE: U! ! D�YG.. 11,�ti1 L r� .AT DES}GN PRESSURES GIVEN ARE FOR 1.5 X - B) �g�� Tr - ... - 1 . T r- n A C. A P°ti M Ale .... - - - --- 4 1000 S.H. 1 X 2 X 1/8 1000 S.H. i X 2 X JAMB CTYPJ JAMB CTYPJ 3/8 . TWO BY WOOD DETAIL C TUBE MULLION TUBE MULLION BUCK BY OTHERS #8 X 1/2 SELF #8 X 1/2 SELF 1 1/8' MIN. TAPPING SMS TAPPING SMS EMBEDMENT 2 X 4 X 3/8 ' SHEATHING TUBE MULLION SSEALANT BETWEEN _ INSTALLATI❑N ANCHOR #8 WOOD SEALANT BETWEEN WINDOW FRAME WINDOW FRAME SCREW (TYP.) & MULLION & MULLION #8 X 1-1/2 SELF #8 X 1-1/2 SELF EXTERNAL MULLI❑N INSTALLATION CLIP TAPPING SMS TAPPING SMS � MULLI❑N SECTION A -=A (1) SECTION A -A r 2? 1000 S.H. APPLIES TO HEAD &SILL WHERE 1 X 4" 1 X 2 7/16 X 1/8 1000 S.H. TUBE MULLI❑N 1000 S.H. 1 X 2 7/16 X 3%8 JAMB CTYPJ- & 2" X 4" TUBE MULLIONS ARE USED JAMB (TYP.) JAMB (TYP.) TUBE MULLION APPLIES TO HEAD & SILL WHERE 1 " X 2'. & 1." X 2 7/16 TUBE, MULLIONS ARE USED #8 X 1/2 SELF #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS INSTALLATIONANCHOR TAPPING SMS TAPPING SMS mob- - SEALANT BETWEEN SEALANT BETWEEN SEALANT BETWEEN #8 X 1-1/2 SELF WINDOW FLANGES WINDOW FRAME WINDOW FRAME TAPPING SMS & MULLION & MULLION &MULLION SECTION A -A (7) #8 X 1-1/2 SELF #8 X 1-1/2 SELF 1000 S:H. JAMB (TYP.) DETAIL B #8 WOOD SCREW CTYPJ SILL CLIP j L 1 1/8' MIN. EMBEDMENT SHEATHING TAPPING SMS TAPPING SMS DETAIL C WOOD FRAMING SECTION A -A (3) SECTION A 1 X 4 X 1/8 1 X 4 X 3/8 �e `J. TUBE MULLI❑N TUBE MULLION vl. x v 1000 S.H. CAPR� {ro. JAMB CTYPJ #8 SELF TAPPING --� SMS CTYPJ DE #8 X 1/2 SELF #8 X 1/2 SELF ELEVATION f TAPPING SMS TAPPING SMS VIEWED FROM .EXTERIOR SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME & MULLION & MULLION #8 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A_ (5) SECTION A -A L6) AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) / o o _ _o 'AIL B MULLION 0 FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TITLE: SER. 1000/.1 S00 FIN SHEET 1 OF 2 VERTICAL'MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: M S H APPROVED BY: 1 V M F I N DATE: 2/ 6/ 0 2 SCALE: N T S DwG 0 SERIES CAPACITY CAPACITY CAPACITY WINDOW WINDOW 1 X2X 1 /8 1 X2X 1 /8 1 X2X3/8 CALL.TIP-TO-TIP TUBE MULL TUBE MULL TUBE MULL SIZE SIZE _ 2 ANCHORS 4 ANCHORS 2 ANCHORS SECT. A -A :1 SECT. A -A 1 SECT. A=A 2 1000 & 1500 FIN VERTICAL DESIGN PRESSURE CAPACITIES CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY 1 X2X3/8 x2 7/1 sxt /a t x2 7/1 sxt/s t x2 7/t sx3/8 x2 7/t sx3/s 1 X4X 1 /8 1 X4X.1 /8 1 X4X3/8 1 X4X3/8 TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL- 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS SECT. A -A 2 SECT. A -A 3) SECT. A -A SECT: A -A 4 SECT. A -A 4 SECT � .A. -A 5 :. SECT. A-A(5) SECT. A-A(6) SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6,ANCHORS SECT. A-A(7) 605!50 377,36` 274.84 244.36 215.66 186.46 157.94 403.67 251.57 178.41 127.97 89.68 59.13 36.65 201.83 125.78 91.61 8145 .71.88 62.15 39.11 403.67 251.57 183.23 136.55 95.70 63.09 39.1 1 201.83 125J8 91.61 81.45 71.88 - 62.15 52.64 403.67-..403 251.57 .: 183.23 162.91 135.52 89.35 55.38 67 251.57. 183.23 162.91 143.77 124.30 105.29 605.50_ •3773.6- 274.84 244.36 215.66 186.46 128.92 403.67 251.57 _ 183.23 162.91 143.77 124.30 105.29 605.50 377 fi 274.84 - 244.36 215.6.6 186.46 157.94 12 13 -1-8-1/8 18 1/8 X 25 18 1/8 X 37 3/ X 49 5/8 18 1/8 X 55 1 / 18 1/8 X 62 18 1/8 X 71 201.83 125.78 91.61 81.45 65.16 42.96 403.67 251 _57 129.63 92.98 65.16 42.96 26.63 201:83 125.78 91.61 81.45 7 1. 88 59.13 ` 36.65 14 ` 145 15 - 16 17 18 1/8 X 83 26.63 472.98 284.17 203.68 315.32 189.44 132.22 157.66 94.72 67:89 315.32 189.44 135:79 157.66 94.72 67.89 315.32 189.44 135.79 315.32 189.44 135.79 472.98 284.17 203.68 315.32 189.44 135.79 472.98 284.17 203.68 1 H2 25 1 /2 X 25 5 1 /2 X 37 3/ 5 1 /2 X 49 5/8 157.66 94.72 67.89 315.32 189.44 96.07 68.58 47.85 31.40 19.38 157.66 94.72 67.89 1 H3 1 H4 60.08 52.79 43.22 26.67 94.39 65.86 43.22` 26.67 60 08 52:79 45:43 28.46 100.72 70.28 46.1.2'..: -. � 28.46 60.08 52.79 45.43 38.32 120.16 99.52 65.32 40.31 120.16 105' 5$ 90.87 -76 64 '- 180.24 -158.37 :136.31 93.84 ;: 120.16 105.58 90.87 76.64 180.24 158.37 136.31 1 14.96 180.24 158.37 136:31 14:96 ' 1 H45 5 1 /2 X 55 1/4 25 1 /2 X 62 25 1 /2 X 71 25 l/2 X 83 60.08- 47.85 31.40 19.3"8 1 HS 1 H6 1 H7 390- 219.91 153.60 134.91 260 146.60 99.71 70.65 130 73.30 51.20 44.97 - 260- 146.60 102.40 75.39 130 73.30 51.20 44.97 260 146.60 102.40 89.94 260 146.60 102.40 89.94 390 219.91 153.60 134.91 260 146.60 102.40 89.94 390 219.91 153.60 134.91 22 23 24 245 36 X 25 6 X 37 3/8 6 X 49 5/8 36 X 55 1 /4 130 73.30 51.20 44.97 260 146.60 72.44 51.33 35.57 23.19 14.21 130 73.30 51.20 44.97 39.24 31.91 19.56 48.96 31.91 19.56 229.84 118.02 39.24 33.54 20.88 114.92 59.01 52.24.. 34.05 ` '� 20.88 229.84 118.02 39.24 33:54 -29.56" - 1 14.9Z - 59.01 73.98 48.22 29.5.E .2Z9.84 118.02 78.49 67.09 56.21 229.84 118.,02 117.73 100.64 68.83 344.77 177.03 78.49 67.09 56.21 229.84 118.02 117.73 100.64 84.32 344.77 177.03: 117.73 100.64 84.32 344.77 177.03 25 26 27 36 X 62 36 X 71 36 X :83 35.57 23.19 14.21 32 52 1/8, X 25 114.92 229.84 114.92 33 52 1/8 X 37 3/8 59.01 118.02 59.01 34 2 1/8 X 49 5/ 39.25 55.54 39.25 345 52 1/8 X 55 1/4 34.02 38.84 34.02 35 52 1/8 X 62 26.59 26.59 29.33 36 52 1 /8 X 71 17.13 17.13 23.57 37 52 1/8 X 83 10.38 10.38 14.29 SERIES 1000 & 1 500 FIN VERTICAL MULLION DESIGN PRESSURE CAPACITIES SHEET 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR #8 SCREW FASTENERS REQUIRED AT EACH END. el nESIGN PRESSURES GIVEN ARE FOR 1.5 X 76.45 53.45 39.25 34.02. 78.51 57.04 39.25 34.02 78.51 68.05 78.51 �6,8.05 117.76 102.07 78.51 68.05 117.76 102.07 1 17.76 102.07 36.60 23.57 29.33 24.78 39.05 25.15 29.33 24.78 55.30 35.62 58.67 49.56 88.00 74.34 58.67 49.56 88.00 74.34 _ 88.00 74.34 14.29 15.25 ;15 25 _� :- 20.53 21.59 41.06 50.27 41.06 61.59 FLORIDA EXTRUDERS INTERNATIONAL, • _ SANFORD, TITLE: DESIGN PRESSURE CAPAC I T I ES u FE 2002 =� VERTICAL MULLIONS - SER. 1000 = DRAWN BY: JBH. APPROVED BY: inier�Tz. f II Twr_ •-.1 \/MC' 61.59 INC FLORIDA F I N & 1500 T KI pf, p INSTALLATION ANCHOR �— DOOR WIDTH /4' MAX. SHIM SPACE TWO BY w0 INSTALLATION ANCHOR SHIM AS RE'Q,D 8 #8 SCREW OD # SCREW SHEATHING (SEE NOTES) 1MBE MIN. BY OTHERS TWO BY .WOOD BY OTHERS EMBEDMENT BY OTHERS CAULK BETWEEN Two BY WOOD - DOOR FLANGE SLIDING GLASS & SHEATHING BY OTHERS DOOR FRAME CAULK BETWEEN JAMB HOOK STRIP SHEATHING SLIDING GLASS DOOR HOOK STRIP ; SHIM AS REQ'D. e 1/4' MAX. (SEE NOTES) ' SHIM SPACE - INSTALLATION ANCHOR 1-1/8, MIN: #8 SCREW EMBEDMENT 1-1/8' MIN. EMBEDMENT TEMPERED GLASS STUCCO (TYP-) CAULK BETWEEN OR SIDING DOOR FLANGE BY OTHERS 8 SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY .OTHERS - OTHERS SHEATHING PERIMETER BY OTHERS CAULK BY TEMPERED GLASS OTHERS STUCCO . (TYP.) STUCCO OR SIDING TEMPERED OR SIDING GLASS (TYP-) BY OTHERS BY OTHERS SLIDING GLASS DOOR , INTERLOCK 1 DOOR HEIGHT S E C T I O N B- B r'.0c.- c HOOK STRIP, `DETAIL qI.-r : - - A 171 •�:;� l �TEs: 1) DOOR MATERIAL ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH T❑ ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. / 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. / 5) .USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. SLIDING GLASS / 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT / LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. DOOR FRAME 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING. SILL ' B B 8) GLASS THICKNESS PLACE INSTALLAI IMMAYON A ARYL PER NREQUIREMMENTSS OFT OF HOOK SASTM E1300TRIP AS 0GLASS CHARTS 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB /. SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. I1) SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ° 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT. MATERIALS- - - A 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED 'CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. EXTERIOR ELEVATION. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, ROLL AP INSTALLATION SECTIONS 'A -A'. 'B-B'& HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED D a 4 EMBEDMENTCONFIGURATIONS. 11 0 1-1/4' MIN.' Z PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. ! Q n n D Ii REV DESCRIPTION DATE INI FLORIDA EXTRUDERS LIBERALLY APPLY INT.,INC. SANFORB FL. CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA TAPCON TITLE: SLIDING GLASS DOOR SECTION A -A INSTALLATION WITH #8 SCREWS c DRAWN BY: BB APPROVED BY: ( 2002 ATE: 12/17/01 SCALE: NTS DWG #fLEx0027 SHT I OF PREPARED BY- PRODUCT L APPLICATION ENGENEERING. INC., 250 INTERNATIONAL PKVY:, SUITE 250. HEATHROW. FLORIDA. 32746, 407-805-0365 FAX 407-805-0366 #8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR 61 PSF TO UP TO 46 PSF TO 61 PSF TO SIZE AND SIZE UP TO 46 PSF TO 61.PSF TO UP TO 46 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, XO 48 X 80 6 6 6 8 8 8 8 6 8 4 4 4 4 4 4 5068 XX, OX, XO 60 X 80 6 6 6 8 8 8 4 4 4 6068 XX, OX, XO 72 'X 80 8 8 8 8 8 8 4 4 4 8068 XX, OX, X❑ 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, OX X❑ 120 X 80 12 12 12 10 10 10 5 5 5: 5080 XX, OX, XO 60 X 96 6 6 6 10 10 10 5 5 5 6080 XX, OX, XO -72. X 96 8 8 8 10 10 10 5 5 5. 8080 XX; OX, XO .96 X 96 10 10 10 10 10 10 5. 5 5 10080 XX OX XO 120 X 96 ' 12 I2 12 12 12 12 6 6 6 50100 XX, OX, XO 60 X 120 6 6 6 12 12 12 6 6 7 60100 XX, OX, XO 72 X 120 8 8 8, 12 12 12 6 7 8 80100 XX OX XO 96 X 120 0 0 0 8 8 8 4 4 4 9068 OXO 109 1/8 X 80 12� 12 12 8. 8 4 4 4 12068 OXO 145 1/8 X 80:' 14_ 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16-:. 16 16 - 8 10 10 5 5 5 9080- ❑XO 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 OX0 181 1/8 k. 96 16 16 16 10 12 12 12 5 7 8 90100 OXO 109 1/8 X 120 12 12 12 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 14' 14 12 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 8 8 4 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 .5 5 5- 5 15080 XXX 178 5/8 X 96 16 16 16 10 10 10 6 7 8 90100 XXX 106 5/8 X 120 12 12 12 12 12 12 7 8 120100 XXX 142 5/8 X 120 14 14 14 12 12 12 6 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 8 4 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 16068 OXXO 191 5/8 X 80 - 18 l8 18 8 8 8 4 4 10080 OXXO 119 578X 12 12 12 10 10 10 1 1.0 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 5 5 5 16080 OXXO 191 5/8 X 96 18 18 18 10 10 10 6 7 8 100100 OXXO 119 5/8 X 120 12 12 12 12 12 12 7 8 120100 OXX❑ 143 5/8 X 120 14 14 14. 12 12 -12 6 6 7 8 160100 OXXO 191 5/8 X 120 18 18 19 12 12 12 4 10068 XXXX ll 1/4 X 12 12 12 - 4 4 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 16068 XXXX 189 1/4 X 80 6 16 16 8 8 8 4 5 5 5 10080 XXXX 117 1/4 X 96 12 12 10 10 10 5 5 5 12080 XXXX 141- 1/4 X 96 T 14 14 10 10 10 5 5 5 .16080 XXX-X 189 1/4 X 96 16 16 10 10 10 5 7 8 i00100 XXXX 117 l/4 X 120 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 7 - 160100 XXXX 189 1/4 X 120 16 16 19 1 12 12 12 5 - FLORIDA EXTRUDERS INT. IN. SANFORD, 'FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER: DR" BB DATE' 12/21/01 ANCHOR NOTES: ll FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE;. CIVIL sc"`E N.T.S. °vG ND" FLEX0027 - 3 a FL. REG. "�: — REV..LETTER: SHEET, 47182 2 OF 2 DE61GN PARAMETERS BASIC WIND SPEED = 90 M.P.H. (FASTEST MILE) 110 M.P.H. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT ; 0.15 (INCLUDED 1N DESIGN WIND LOAD) DESIGN WIND LOADS — WALLS = +22 , —18 PSF — ROOFS — 20 20 PSF (-30 PSF AT OVERHANGS) VANGUARD/ FOX & JACOB ORLANDO DIVISION' GENERAL NOTES DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING NORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 3. IT IS THE, INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 200I FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF NORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRANN TO 115" = I'-O". ALL 17XI1 PLANS ARE DRAWN TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS NHICH ARE DRANN TO 1/1&" = 1'-0". ENGINEERED BY: VANGARD & FOX & JA.COBS HOMES B Y + E N T E. X - ENGINEERING (407) 774-9003 FAX: (407) 774-8477 P.O. 8OX"161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PEI 47819 SHEET INDEX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN &DETAILS, WALL SECTIONS A2 - FOUNDATION DETAILS, CONT. A1.1 - FLOOR PLANS A3 - EXTERIOR ELEVATIONS A4 - ELECTRICAL/HVAC PLAN, INTER. ELEVATIONS, PLUMBING RISER DIAG., ELECTRICAL RISER DIAG. A5 - LINTEL DIAGRAM & TABLES A6 FLOOR & ROOF TRUSS LAYOUTS (NOTE: SHEET A6-A.1- 'A' GABLE DETAILS) A6.1 - STRAPPING SCHEDULE S1 - GENERAL NOTES & DETAILS S2 - CHIMNEY, STAIR, & REPAIR DETAILS S2.1 STRUCTURAL STAIR DETAIL S3 - OPT. CVD. PORCH DETAILS, OPT. STAIR F2%NILt RETAILS Mari$ Virge-nia apsrros, P;Ir. 11Af,, yi :C Florid License # 53989 R ID, a 2QQ -asaa rii V �85� � NSF os V f Q €@3 fizz N I ve revisions: —br designed by. m drown by. d7 design checked w a_ date: 01-22-01 sheet C Of: R-M INSUL' 1/2" DRY1W DOUBLE 2X- TOP PLATE V2' DRYWALL OVER 0(2 FURRING OVER R-5 IN5UL- WINDOW UNIT- 3-1/2' CONC. SLAB 0FIBERMESH OVER OVER 6 MIL VAPOR BARRIER OVER TREATED, COMPACTED FILL 7 FIBERGLASS SHINGLES FIBERGLASS OVER 15• FELT OVER*FEATE=_ SHINGLES OVER 1/16" 065 OR 1/2" COXM,' FELT OVER VI6' 05.13, WOOD TRUSSESOR 1/2" COX STRAPPED AS SHOWNWOOD TRUSSES CN TRUSS LAYOUTSTRAPPED AS P.T. DQ OVER IX6 CDRSHOWN ON TRUSS OVER 2X6 SUBFASCIALAYOUT W/ CONT. ALUM.iX2 P.T. OVER Dc8 VENTED SOFFIT R M CDR OVER 2X6 DBL. ZXS HEADERSUBFASCIA W/ CONT. FOR 4'-6" MAX. OF'ENWG, V2' DALUM. VENTED SOFFIT DBL. 2X10 HEADER FORDBL.. V-9" MAX OPENING UU•LO. DOUFOR 2Xa HEADER TOP 4'-6• MAX. -WINDOW WITOPENING DBL 2X10 -2XWOOD STUDS o I6"HEADER IV FOR V-9' OPENING UNO. O.C. W/ R-II NSULMAX -1/6' STUCCO ON MTL LATH 2X4 BOTTOM WINDOW UNIT OVER IS' FELT OVER PLATE OVER 2X - WOOD 1/I6' O5-5. OR IR' COX 3/4" T 4 G PLYWOOD STUDS • 16'0L. W/ R-II INSUL. _2X BOTTOM PLATE ON 3/4" T4G PLYWOOD 1/B' STUCCO ON MTL LATH OVER 2X4 CONT. BAND BOARD IS• FELT OVER 1/16' OSOB. OR 1/2, COX FLOOR TRUSS STRAPPED FLOOR ASS AS SHOWN ON TRUSS LAYOUT STRAPPED AS SHOWN OR DTL. 'FF"$HT. "D5" OR ON TRU65 LAYOUT ALT. 2-STORY ATTACHMENT OR ALT. 2-STORY DTL. SHOWN IR" DRYIUALL ATTACHMENT SHOWN LINTEL BLOCK WA • 5 BAR 2X P.T. BThL DBL. 2X - TOP PLATE PRECAST WITH (1) • 5 PLATE W/ 1/2"X8" DBL. 2X8 HEADER WHEN 6 FT OR GREATER A B. 32" O/C FOR 4'-6" MAX OPENING, DBL 2XIO -PRECAST CONC. SILL 3-I/2" CONC. SLAB HEADER FOR 5'-9' W/FIBERMESH OVER MAOPENING UN. X. O MAS. FINISH OVER OVER 6 MIL VAPOR WINDOW UNIT CMU BLOCK W/•5 DOWELS BARRIER OVER TREATED, • SHOUN LOCATIONS COMPACTED FILL 2X - WOOD ON FOUNDATION PLAN - STUDS • 16'Or- W/ R-B INSUL_ K1 10� GRADE 5BARS 2" WALL SECTION -FRAME OVER CMU WD TWO STORY 1/2" DRYWALL OVER DO FURRING OVER INSULATION — 3V2' CONC. SLAB W/ FIBERMESH OVER 6 MIL VAPOR BARRIER OVER TERMITE - TREATED, WELL COMPACTED FILL - FIBERGLASS SHINGLES OVER 15• FELT OVER 1/16" 095 WOOD TRUSSES STRAPPED AS SHOWN ON TRUSS LAYOUT P.T. IX2 OVER 1X8 CDR OVER 2X6-a3FASCIA W/ CONT. ALUM. VENTED SOFFIT -DBL. 2X8 HEADER UNLESS OT14ERW15E NOTED ON FLAN -WINDOW UNIT -2X WOOD STUDS a 16" OZ. -1/8" STUCCO ON MTL. LATH OVER 15- FELT OVER 1/16" _2X BOTTOM PLATE ON 3/4" T4G OSB. 2X4 CONT. BAND BOARD -FLOOR TRU55 STRAPPED AS SHOWN ON TRUSS LAYOUT LINTEL BLOCK W/I • 5 BAR LINTEL SCREEN MASONRY FINISH OVER CMU BLOCK CMU BLOCK W/P5 BAR o SHOWN LOCATIONS ON FOUNDATION PLAN - •r GRADE 3 • 5 BARS 20" WDF WALL SECTION-0 FILLED CELL -TWO STORY. STEM WALL - SINGLE LINTEL �I \- 3 • 5 BARS WALL SECTION —FRAME WC TWO STORY 3\' CONC. SLAB W/FIBERMESH O R 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL CMU n I I m� I ; CRADE 3 # 5 BARS 20" G MONOLITHIC SLAB —CMU TWO STORY 3 1/2" CONC. SLAB W IBERMESH OVER 6 MIL VAPOR B RIER OVER TREATED COMPACTED FILL VARIES 3 Co/ 5 REBAR T. 10" AA DEPRESSED SLAB BEARING@ GARAGE TWO STORY 3 " CONC. SLAB W/FIBERMESH O R 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL 10' 10` 3 / 5 REBAR BB THICKENED SLAB W BEARING WALL TWO STORY 2W" STL WASKIER I/2' STRAIC-HT F_OIRING I/2" THREADED ROD 322' D/C 2"X2' STL WASHER ALTERNATE 2—STORY ATTACHMENT(WOOD/WOOD) 2-<2' STL. WASHER IR" STRAIGFIT COIUPL1w5 1/2" THREADED ROD 1/2' X a A.B. 32' O/F ALTERNATE 2—STORY ATTACHMENT(BLOCK/WOOD) 8x8 LINTEL FILLED W nH5 CDNT. I I VERTIF_AL REBAR SEE PLAN SINGLE COURSE LINTEL 3/4 =1 -0 3\' CONC. SLAB WTBERMESH OvVtER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL 1 / 5 REBAR CONT. GRADE X THICKENED SLAB NON BEARING ENTRY — CONC. PATIOS NON LOAD ERG. WALL 1 / 5 REBAR CONT. 4AIL3 1/2" CONC. SLWOVER 6 MILVAPOR BARRIEOVER TREATEDCOMPACTED FILL Z DEPRESSED SLAB NON BEARING® GARAGE e E .fig ________------ X IE i VARIES i I� I PATIO FLR I 9 S I PRECAST j G2 BRES Dab R — — — — — — l HB 5'-10' 6'-0" 2'-5 6'-8 V-2" V-11" FOUNDATION SLAB NOTE // ■ ■ 3 1/2" GONG. 5LA13 w/FIBERM 5H 0 OVER 6 MIL. VAPOR BARRIEF ON // CLEAN, WELL COMPACTED TE ITE- g 6 RE115TANT TREATED FILL OR "RECRUIT 2" SYSTEM (TYP) I AC CA �,� S // G2 I • r v A42 // ■ s all // 12,_3, 862 6'-9' T l O ��-`- 41 DOM —) ■ ```` ■ -� o 0 I 0'-0" I l i l -1011 I 10"x20' LOAD Bfdi. FiG. k AC CHASE)/- � c+ � • FMISN FLR I I I VARIES BB2 I I $� GARAGE FLR s G2 I' I III � I ■ ICI I,I � I - III I• .9 ■ I — ---- —� -v ■ ■ p --�I li ■ 3/4' RECESS AT GARAGE DOOR X L — T■ ■ MIN. LAP25. I. i \ COWNER BAR MIN. LAP \ W/ STD. HOOK" • 5 BAR \ / 5 HORIZ BAR \ CONC. FILLED CMU TOP COURSE WA • 5 CHAIR BLOCK CHAIR BLOCK UNDER FRAME LBR LINTEL BEAM REINFORCING FOUNDATION DETAILS & WALL SECTIONS - MONOLITHIC SCALE: 1/4' - 1•-0" trffilqz�r ENGINEERING r' (407) 774-9003 FAX (407) ¢7 ini Caparr , P• • P.O. BOX 161613 ALTAMONTE SPRI G-11 7 THOMAS J. ANDERSON PEa 47819 ` lorida LA"M I MAXIMUM SPACING OF FILLED CELLS UIBRGUTED CELLS THAT CAN RESIST A TOO M.P.H. LOAD DESIGN WALL PRESSURE T = 22 PSF MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS IS 25 P5.1. - AL.1. 591 TABLE 10.1 SMTION PROPERTIES 8' PARTIALLY GROUTED WALL = 95.43' (MASONARY 5TRICTURES AF-1) M = .1-1 /8, S =. WL•LX12/ 8XT = 95.4-9• 1 = 10.4 FT. LI5E 8'-0" HORIZ. SPACING - 9'-4' CEILING MAX (F5 = la IISE 5'-0' HORIZ. SPACING - 17'-➢' TO 12'-W CEILING MAX. tUSE E'-O' HORIZ. SPACING - 12'-8' TO 18' CEILING MAX. t ADD LINTEL W (1) e5 CONT. 0 9'-4' HST. (-/- 8') TH5 STBLTURE k1A5 BEEN DESIGNED TD MEET OR FXr FFT THE IIO M.P.H. 3 SECOND GUSTS "NO LOAD REDUIREMEtNTS OF THE STANDARD WILDING CODE 2001. J U_JWZ = Z 0 - o F- Z Qp Q J :Ez)z< LL LL O LL a,= i-� 38es HTT All S9e Wtilt° � 5i52 1_.i PB€� �S O `3s Lo N $� Jill eE M. revisials: 0•b: G•"n Uy. designed try: nl drawn by: dmdesign nhed�ed by.:_ date: 01-22-01 sheet: ® Al of: 3 ANCHORAGE TAPCON: BLOCK TO EXT. FRAME SHEAR STRENGTH X CONNECTION (TYP. SPACING) TAPCON: 3/16" @ 12" 0 EXP. BOLT: 1/2" @ 48" 0. SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT CDIA. EMBEDMENT HOLLOW BLOCK 3/16" 1-1/2" 846 LBS. 1/4" 1-1 2" 1075 LBS. J—BOLT: 1/2" ® 48" O.C)K TEST REPORT # 150-20068/ PROFESSIONAL SERVICE INDUSTRIESJNC.SEE MFG. SPECS, FOR BIT SIZES & TECHNICAL INFORMATION i i i EXPANSION BOLTS: i I RAWLS PRODUCT LOCATION EMBED DIA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR RAWL—BOLT GROUTED MASONRY 2.5" 1/2" 1.5" 761 LBS. 1765 LBS, RAWL—BOLT CONCRETE 3" 1/2" 2.5" 1831 LBS. 2537 LBS. DETAIL DENOTES PIPE PASSING THROUGH STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE PASSING THROUGH FOOTING GROUTED SOLI 2 SIZES LARGER THAN AROUND PIPE PIPE PASSING THROUGH SLEEVE SHALL BE SLEEVE 2 SIZES LARGER THAN PIPE PASSING THROUGH Y 3 E THICKENED I SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY 05 REBAR WITHIN FOOTING " CONCRETE FOOTER W1 25" MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL Mari irginia Caparros, P.E. Florida License # 53989 APR 0,3 2003 F: z O U _J Q F— W 0 z O H Q z Z) O LL Sa� E d) C) has Lo � s (N e.� —� `f$ O = tit lilt Jill designed by: nl df by: dmw design cbedced by: aww date: 01-22-01 sheet A1.1 Of. T-4- —F( S" (+22/-24) ;25 12 _21) I; EGRESS I�R A 5 EGRESS I I 4 �E ii V FLAT CLa iI fa CAR--V 13 BEDRM *3 4- BEDRM #2 P, V RAT CL& aII V RAT CM CARPET PLR- CAIrs L Y r, V20 Of �8-11 La. in" 3--s. 3`5 v /LAV L -6 I-R a 5 2MO AC WIN BAT A H #2 • BATH 2668 2.- 2668 —SNCWER OFT I? In. � I II'-11 3 3 -cl ILIT-1110 3'-S' T- Tup- 7668 . W- r-4' I-Iz 4 5 2X6 - NOTE: AIR HANDLER TO HAVE MIN. OF 4" CLEARANCE ON ALL $IDE$ AND ENCLOSURE SPACE SHALL BE MIN; 12- WIDER T44AN APPLIANCE - BEDRM #4 MASTER BEDRM OPT. CAMERA a, FLAT cm V MAT Mr. CARPET RR .CARPET RR V-3 L12" 3--2- 20'-4 1/2" EGRESS 44 V 2X4 UJD. w 29 4X6 UV.COL SH-25 SH-25 OBL-25 (+221 -24) O (+22/-24) (+221 -29� f+21/ -28) I L EGRESS 1 4 11-2.1 1131. 21-10* f, 21-10" ARTIM PARTIAL FRONT ELEvATION'5" 19 MA5TER13FDR001-1 ENTRmWy W. SEA .)bw5ypwpuy -25 :" _ >48 24'VL WOW. SEAT 10-4- 3040 F5. (EL V. B ONLY) (+22/-29) L 2nd ELOOR ELAN 13 SCALE = 444 r-O' 2nd FL OR ELA4�m�-,rr,,P.IE.' SCALE = 1/4'= 1'-0' Mal IJ. NOTE. EXTERIOR WALLS WERE VERIFIED ALL wmcnmAL wooD HEAoER5 Florida wense # 89 SUFFICIENT FOR SHEAR LOADS To DE DOU5LE 2- X 10' WILESS NOTED OTHERWISE 7 NOTE: ALL INTERIOR WALLS TO BE 3 1 NOTE: LEGE 1)• UNLESS OTHERWISE NOTED. SEE FOUNDATION PLAN FOR AFF NOTE: ELEVATION "A" &HOWK FILLED CELL LOCATION. 5 16ALL ENGINEERING (�7) 774-�3 W. (�7) 774-84" P.O. BoX *61613 ALT� �INCS. FL 32716 I MDERSON PEJ 47619 m- SH-25 SH-25 (+22/-24) (+22/-24 IF-IF-] -0 X 6-8 56 T- 1 (+21/-23) AT 011T., FP. 36' FUR -SCE At a KITCHEN NOOK AIR� a O ev FLAT a& V RAT CLC. far. "m FLR vm1 RR FAMILY RM 0 V RAT CL& MIT. CAMET 6mmvm 2069 II • 2'-4- LAUNDRY ce° BM WAU V RAT CL& Yftn RR 5a 2-GAR GARAGE OPLI" 5f1r. UQ-L DINING fRM V F FLAT CV. CCW�FLAT MRCL& CARPET FLIZ 20'-0 3/a" ID 12-14k,14 STOP UA L— 13FY. WALL ---- ---- ---------------------------------- SM WALL Z" LIVING RM V MAT CLG. CARPET RR 71 8 IS'X I'O.H.D. (+19/ -2EV E ANEL PRECAST 4 LWEL 9V (V ItT, ml UBL-25 (+21/-28) L 2'-8' 1, 4 01-0. P, H BEDRM. #4 HALL/STAIR WELL STAIR INFORMATION BAME RM. i HEIGHT: 9'-4' LENEA-M 11'-8" RISERS: 15 P -1 1/2" EACH TREADS14 @ 10" EAEH :250cl STAIR RUN PETAIL SCALE: KT.S. NOT& SEE STAIR DETAIL IN STFX-TU;ZAL SHEETS FOR ADDITIONAL CONSTRUCTION INFORtlATION. 5Q, FT. CALCULATION.5 Ist FLOOR 1062 2nd FLOOR 1441 TOTAL LIVING AREA 2509 LANAI 0 ENTRY 15 OTHER 0 dl GARAGE 421 dl TOTAL AREA UNDER ROOF 2951* PATIO 'iOiAL designed by- N d.— by drawl d-g. Dale: oT-z2ot sheet A2 Of ROOF PITCH GGMP. - SHW.LES 12 OPT.FP. NOTE= TOP TO 13E AT LEAST 3' ABOVE HIGHEST POINT WHERE IT P T ROOF AND AT LEAST 2' HIGHER THAN ANY P ROOF OR BUILDING. UTHIN I& HORIZONTALLY. I CRUC ET I rr-a31" pW Q SCORED MASONRY :. a lom 3 2nd fM FLR -------------- -- .. ..-. . . ... ' --------- � 8, 0, ..--- .... ... - � :..._: TRIIssY BEARNG------------------- - - -- - ------- — --- --- - -- - ------ -------- -- --------- --------ry `-- --- --- '- _- - ----- " r TEXIIIRED io Q FINISH ®® SCOLD _. . . MASONRY �® FINISH TYF?: -------------- .. .3 :. TEXTURED MASONRY FINISH SCOFID MASOIw i FINISH FINISH GRADE _y4 - AI SILL FRONT ELEVATION ,4I1 SCALE = 1/4"= I'-0" ROOF PITCH 5 I 4RMG _-�- _ � TEXTURED / io rc MASONRY / ;O f FINISH—� i FINISH FLOOR _ - -------------------- FINISH GRADE SCALE = 1'/a 1'-0" i, n'-4'ii• TR155 BEARING 7H155 BEARING Tp155 BEARING N FINISH FLOOR ® RO� PITCH I�I�--�•��I'II-0�1�II0�I�0 dmizL nROOF PITCH 1 '-n".• 'LNG -------- _________ - - ------ _____ - - - ____________________ ___rT_________ --_ <b K SCOl�D � - 9 q3i • •9 T MBAT14 WINDOW . WINS TRU55 BEARIMi 8,-�• _________ _ ____ _ ___________________ _____ ____________ ___ Tfdl=� ___________ _____ _ ______________________ : arc TEXTURED / MASq$2Y / ®'-m• fRE,4RELEVATION SCALE = 4a"= 1'-0" RC IGH SIDE ELEU. LE = 1ia'= I'-0" )REDMaria Virginia Caparros, P.E. WY 1 ok_� Florid License # 53989 ENGIf�! RING 2003 s log is§e 5 =,8 55e a= g ai€s N Y�lya E 'S -revisions: aa.: en.m ey a designed by. rU drawn by: dmw design checked 6Y aarw date: 01-22-01 sheet A3-A of: DEM. FAN PFEWFE(OP(J iI it CEWIIUG FAN PREWIE(OPTJ i �I ' 1 V V j1 1 xa 115 10X6 10 xB _ 1 E a- \ 6 T STRIP vAMTY GFM • / SLx a 15 % 3 \ \ IOXb`\—c3 GFM TO DOINSTAIRS -'' ---------- _ -----'' \ N \\I2aB 235 �CEILNG FAN (5TDJ Cl CEILING FA! (STDJ 2nd ELECTRICAL SCALE = 1/4" = 1'-0" 0 SPLASH � o y� 0 o SPLASH KITCHEN A KITGHEN B KITCHEN G SCALE- Ii =1'-O° SCALE- .'•I'-O° SCALE- Y ® 2'_6•y3p• EH MG 0 \\ 9 \\ � v � TIB BATH D BATH E POWDER W F SCALE- 14'=1'-0' SCALE-'h"°I'-0' SCALE- 1l/4"V-0" INTERIOR ELEVATIONS 2666 DUPLEX EJ6 RUST FAN 230 VOL® SHOD DETECTOR w� R PF@ REC® �_- WME DETECTOR (WALL MOUNT) PHONE .qp TELEVISION Yl 5WTCED RED. © .AMY" BOX DISCOJNECT 1-1 FLUORESCENT FIX. Q FLOOR OUTLET Fg_..gi TRACK LIGNTNG 4 5mcN S' 3 WAY 5WITCH FLOOD L— S' 4 WAY 5UATCH �- WAND. CEILING Fix -�" POWER BURICN �RECE89ED LIGHT(\\�.y/� -� DOOR BELL -RECESSED L— (VAPOR PR 1 �}.� CEILRG FAH PREWTE 3' V.TR 1 V2' VTR LAV I V2' WL. 3" CO'B. W.V TUB Lj 2. KS 3. 3' 2. 3' 2° wit LAY I V2' 3' 2` 4- W.G. 3- 3- 4' ``B 25011 PLUMBING R15ER TO PPL I in, V.TR I V1' 1 V2' PLa Q Q V J Q Q(/)W rV U U z LL co G UU:D W W -1 W W d --- OPi. COACHLIGFiT OPT. COACHLIGHT 1 1st ELF L :gC. SCALE = 1/4" = I'-0" V _ s LL gg� �S/lRRICi E W px° ENGINEERINGCD = , Q cgs 3a S� H�eJs Q �sli� I VJ u4 9 2 / 0 SER GABLE STER S A RANGE 8/3 W09 MLO DRYER 03 W3 PANEL SMALL APP. RR W3 LK49ING CIR 4/24 W5 a4 BARE cut CD •355 N .S`; revisons: aaw: w� er i designed by: nl drawn by: dnw design S thecketl by: aww dale: Ot-22-0T ® I a sheet: A4 .8'GROIND ROD 2509 ELECTRICAL R15ER DIA6./150 A 4 WIRE 5ER\/ICE of: • QUANTTY EMIEM N 0014[)UCTOR LOAD 2 1 RAAYE 40A 2(P a lopm 2 1 DRYER 30A 2/' 10 5b00 I DISHWASHER 20A UP 12 1200 _ I REFRIGERATOR 20A VP p 540 1 1 DISFiOSAL 20A VP 12 540 1 1 WASHER 20A VP P 500 2 2 SMALL APPLIANCE 20A I/P 12 3OW 6 b GENERAL LICANTMG 5A VP 14 ('100 I I GARAGE DOOR OPENER 5A I? I4 500 1 6 PADDLE FANS (Ib) 5 LP W 500 SUB-TOTAL(WATTS) 30,480 1 >L 10jxV WATTS AT 1002 100W WATTS REMAINDER 40% 806 WATTS AC. 3OW WATTS TOTAL 30M WATTS _ TOTAL LOAD NIPS 8813 AMPS 5ERv10E 517E 50 AI'IPB u U) z J I 0 W U) VI w d' W ti U U a 00 snh�5 narax S Y 5 A$ 4 R$ gg471 ga yy yyRxx ssYl•r39SRkRFFRsR �d AF$3F`b?B:E'oY�FRa`��2 J d Re,8E: p gg aFaprypz gg gg io8e�$R?x$F�I�>i:.•T i:$ �33�o nA ^�71rve �' _pp _ `aR illi :xs# •Ffa$ni YF eX-2nI t04#Willa=.5£EF pp tKFFBSAA 3' i'>; -8 ^��4gAA-$=S$iY �'n Al 9 °c i$ cVl� E R "�1 V I.o a 4 9 ° a f t o 1 4' 4 4 t T 7 T..4 4 H ilpl i`R7 ggR3 gg ky117Rt3 Ct 11 RBI§ I I 1 1 ! R Ii1�i1ls$1ji45-5P > iY aaxx 8 Y x Y � xcE lilt igiic£Ra yjlgy F3sn 111A Ag 6:�ffi SS A i Bf it 5$4,°'. 4g a t8$R�Rxsg`3 G�oq$$9$•E E�l5 11f 5 n5?485 242 `_ In R d - . . . . i a p t SR:8$A7{8oxgsl CY g�SFS��BFAA�� a L s a �I J W g < of O O •w 8 L �4 � � U)LLJ W pQ � U_R W g0 LL F N N N�E m 0 W � mY � � •• o OU 6 S O46 a aSSaU � °O S •��_U 6m•O O b 5 ° s E �pO�ko ��- o °' _OEa"3i< I EB; �_'g o8 0 � o W•vOc o�g3'�?�0 cg •o�.rSs€€� Z is �gye° f���Sfi°� -�`: 1<-Eva Yo oo �.a6 2� .. �'-`•ate � /'� �. }' S°- • m �J/ •fa�J #N FV OO_•��> ZD3`°S2 ��OVs00yy° •.SS W J�2��a�iS6O<JEso����Y'OOjg ��°���EEE�h$•uS EE$�3 � �8s:s2�4i�•aQ-�>i36 �gy2s93��go y �F tmo3°� O Woo'os Owoi§W2ua`_ �boFo �s ���W z'o 3°sxy..n o.°o tL oo OmaC' p° papD Z �UU VJEK 04f1��WRJ�1 c�JsZ�-tB O�EJ O�� <=tl1i61 J14 F101r �i �U�< �-rima n m rm�-rtm r n o 6 Q O- nman ar ov .14'ZT® 2509 LINTEL SCHED LINTEL LENGTH TYPE COMMENTS NO. L I 1i'-4" 8FI6-I5/IT ALLIED LINTEL: A-13 L 2 l'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 3 "T'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 4 4'-6" 8FI6-OB/IT ALLIED LINTEL: A-3 L 5 '1'-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 6 4'-b" 8FI6-013/IT ALLIED LINTEL: A-3 L -1 4'-b" 8FI6-OB/IT ALLIED LINTEL: A-3 L 8 4'-6>" 8RF14-OB/IT ALLIED LINTEL: A-3 W m Q W W- LL- 441MO N-N2N In W m Q W W- LL- 441MO N-N2N In mnn ma ary nnnn mm=m pm m 4 n 3 o m n Q n 7 n� U '-� O z'aym- - - O N m v N m Or N 1n'1 O 6 m N- m Q oo� �mm`= o�OF oa�a'a a v O � .mocm �n i m " m In n - � c��. UJ O _n mYm.o r4160 =cvmv m J Q Q Q Q Q Q Q< Q Q Q Q Q< Q Q 817I6—IB/IT 8F12—IB/IT 8F8—I13/IT LINTEL SECTIONS o�m F� _ 3m pp cv q$ a n m 1001 vm m r m ~ O O g z mJ84 y cmmn man_ O�rm U O �I n� m� d 0 0 gj m- -w � - �4 P v m o nn m a n v a v _ m n In In n 0 m m m n a W R m g o n In n g m n m n m Tmi rmv y m n m n n m W m rvIn iv iv m v_ @ � v n � L1J z _ry m<rma.o rd)v0 _rymv m J aQ QaQ aaQa QaQa a Q � JILL � Q Qd �fLcOo p •' Wrc, E JoVI I•'. g 8 �O�'d eoky� oE. •5 ° d Z �-ri °iVn m rm �_ 3'10V1213d SV S3IiJVA� •5 REBAR AT TOP REOb I-I/3' CLEAR z m � F FILLED WITH bRWT / U =UNFILLED m � Z GROUT � rI OVANTITY OF •5 REBAR AT BOTTOM OF LINTEL CAVITY - - • • RF9AR AT BOTTOM of LINTEL cnVlrr 1 81i 16 — I L%/ I T BOTTOM REINFORGIN6 T-5/D'i.GTU PROVIDED IN LINTEL NOMINALWIDTH L 8' NOMINAL WIDTH (VARIES) O,,A,ITY OF >5 NOMINAL HEIGHT REBAR AT TOP iYFE DESIGNATION 2509 LINTEL DIAGRAM (GAR. RT.) SCALE: N.T.S. I Maria Vir inia Caparros, P.E. �(SI9iR/SA/Y�" to ida License.#_53989 ENGINEERING APR jQ 3.20,. �' W off: Q YE N �a$� �k3 revisions: designed by: rd drawn by: tlmw design checked by: aww date: of-nat sheet: A5 of: NOTES: I CAST-CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS I. f'c precast lintels = 3500 psi. 2 Vc prestressed Ilntels = 6000 psi. 3 f'c grout = 5000 psi w/ moxlmum 5/5" aggregate. 4 Concrete masonry units (GMU) per A5TM G90 w/ minimum net area compressive strength = 1-100 psi. 5 Rebor provided in precast lintel per A5TM A615 6R60. Field rebar per A5TM A615 GR40 or GR60. 6 Prestressing strand per A5TM A416 grade 270 low relaxation. -l. 7/32 wire per ASTM A510. 8 Mortar per ASTM C210 type M or 5. GENERAL NOTES 1. Provide full mortar head and bed joints. 2 Shore filled Ilntels as required. 3 Installation of lintel must comply with the architectural and/or structural drowings. 4 Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5 All lintels meet or exceed L/360 vertical deflection, except lintels I7'-4" and longer with a nominal height of 8" meet or exceed L/180. 6 Bottom field added rebar to be located at the bottom Of the lintel cavity.• -1 -1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8 Gast -In -place concrete may be provided In composite lintel In lieu of concrete masonry units. q Safe load ratings based on rational design onolysls per AGI 515 and ACI 550 SAFE LOAD TABLE NO -TES I. All values based on minimum 4" bearing. Exception: Safe loads for Unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2". Safe loads for all recessed lintels based an 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe Ioad5 based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer, by providing addionol reinforced masonry above the precast lintel. 6. One #-I rebar may be substituted for two #5 rebars in 8" Ilntels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. q. All safe loads in units of pounds per !:near foot. 8" PRECAST W/ 2" RECESS DOOR U—LINTELS GRAVITY LENGTH TYPE amW 22 2 b!✓fb-1a eaF eRru-le ar la 22-1 x-I 1 4'-4' (52") PRECAST 1489 15"1 3053 2g82 3g54 4g2g 5g04 6BBo 12F2q3341100 4"12 1947 9416 10810 4'-6' (54") PRECAST 1357 2600 44B1 55-5 6264 12412 1g41 9416 10676 (66°) PRECAST l65 20•i8 2566 3015 3505 JqO716-n 24T2 . 6516 5514 655g 5'-10'00") PRECAST T35 024 2400 2B76 5552 51412 b516 5450 6411 6'-8" (60") PRECAST 522 516 5223 5b12 4522 -n100 6T90 11 81T 6701 1'-6" (-10") PRECAST 655 l61 13-M 2252 Ig58 2451 2944 343q 764 1311 2529 5609 5412 6624 5152 q'-b" (116") PRECAST 311 420 634 1441 loll 1342 1614 18ab 535 42B 191 2119 2618 3595 2B15 8" PRECAST W/ 2" RECESS DOOR U—LINTELS ►rr�Rrn UPLIFT LATERAL TYPE LENGTH DRP6-TI DPPIO-R -ITerwlB-IT ertF2a-I erw2a- ertr9o-I aRUb BRF6 ersF6-2T 10- ORF14- DRF16- 22-2 90- (52")PRECAST1244 1244 1515 2413 5260r4112 4g61 5825 932 932 151g 239 5170 4850 56gb (54') PRECAST 11,12 15o"1 2511 5121 4156 551111-12 1455 2240 3056 4643 5453 PRECAST 924• 1112 I195 2423 366fl4325(68") 924 1132 1141 2551 5605 4250501501 (70") PRECAST 096• 1338 1142 2552 3581 4lg5 469 469 B902288 54g1 4106 (80") PRECAST 118 BB2 1513 2042 3642 Ba0 1100 ma q56 1466 1987 5563 (90")'PRECAST 68B 69l 1325 1810 3221 710 941 b8B H4q 1302 n62 M14:151104 3151 (116") PRECAST 533•43380B1123' K"Is535 516 614 52-1 IOoq 1569 2450 *REDUCE VALUE BY 15% FOR 5RADE 40 FIELD REBAR Maria Virginia CaDarros. P.E. License # 53989 ARR., 0 ,3"1003 8" PRECAST & PRESTRESSED U—LINTELS 8" PRECAST & PRESTRESSED U—LINTELS `^WW'4*44" GRAVITY TYPE LENGTH �6 6FB-ae 12 16 20-0 24-0 F2 F32 BF6,10 BFI2-IB HFI6-IB 1 24-IB 2D-IB 2-IB 2'-10"(34'9 PRECAST 230 3166 1 44-0 b039 7526 -1004 10412 I1g36 3 b03q 1526 Zoo 10472 Ilg36 (42') PRECAST 230 1 4689 6001 T315 0630 1 41 VIE3 a2bZ44 603q 7526 9004 10412 11936 4'-0" (45") PRECAST 02 202,1 b 5461 4458 5410 6554 1358 3 603q 752b W04 10412 11936 4'-b" (54") PRECAST 16r>I 1181 1913 2651 3403 4149 4B96 5644 2110 4021 6039 7526 -1004 10412 1666 5-4" (64") PRECAST 1164 1223 1501 180g 2511 2626 3336 5046 1665 26M 5017 6096 5400 6424 T 1450 5'-10"(70") PRECAST q12 1000 1054 1414 IB89 2504 2721 3131 14sq 2464 4144 5458 4451 5260 6122 6'-6" Oe,") PRECAST .15, 1255 2101 5265 2146 5956 5g11 4585 1255 2101 3596 5280 1154 5gg 6690 7'-6" MO") PRECAST 767 10 29 Ib-15 2565 Ig94 243q 2866 3335 lO2q 1615 2610 555q 55g6 660 5041 q'-4" (112") PRECAST cJ-13r42 IO4 1469 1210 1482 1154 2021 1212 IBIB 2544 5469 4050 5121 10'-6"(126') PRECAST 456 802 1025 1125qi111326 IS14 2091 2"f14 3130 1535 24C 4 II'-4- (136") PRECAST 445 5qb q35 1565 1854 2355 1 I N5 2075 5148 "- 1565 1554 2441 5155 4044 12'-0"(144") PRECAST 414 545 B64 1254 16b9 2014 1510 IBIB 555 864 1254 1693 2211 2552 3590 PRECAST 562 421 726 1025 1551 1655 1224 1415 465 148 1016 1438 1655 2343 2q O 14'-O"(16b") PRECAST 335 581 645 ql9 it -to 1462 1081 1260 455 100 1003 1555 1114 2155 2666 14'-8' (116") PRESTRE N.R. MR MR MR Mt NR NR NR 465 165 1310 2045 27610 3185 3165 I5'-4' (164") FRESTRE55E N.R. MR MR MR NR MR NR NR 420 6q5 125o IB55 2310 2890 5410 IT-4'(205')PRESTRESSE N.R. NR NR MR NR MR MR NR 310 530 Y5o 1400 1500 2200 2600 Iq'-4' (232')PRESTRESSE N.R. NR MR NR 14R NR NR MR 240 400 150 1090 1400 1120 2050 21'-4" (256") PRE5TRE55E N.R. MR MR MR MR NR NR NR 155 530 610 q40 1540 Ilb0 2110 22'-0"(2(,4")PRE5TRESSE N.R. NR NR MR w MR MR NR I60 300 Sl0 B70 1350 I660 197o 24'-O"(2H6")PRESTRESSE N.R. MR MR NR NR I NR I NR NR 130 240 410 120 1 1050 1 1350 1 I610 4--; rn UPLIFT LATERAL LENGTH TYPE BFB-IT BFI2-1i 0F16-IT F20-IT BF24-IT 8F20-IT BFB2-IT BU8 8F8 bFb-2T BF12-2T BF16-2T F2o-- F24-2 28-21 W32-21 2'-10'(34") PRECAST 2121 2618 4101 5552 6569 1511 9055 2021 2021 2121 2184 3g81 51g0 640-1 1650 8951 (42") PRECAST 2165 22Bq 3260 4251 5219 6204 71g2 125'1 125-7 2165 2215 3165 4125 5091 6061 1036 4'-0" (45") PRECAST 161E 1g89 2552 3650 4532 5387 6245 15D q36 Isla 1g25 2150 3503 4422 5264 6110 4'-6' (54") PRECAST I660 1162 2501 3251 4010 4761 5525 l27 l2l 1660 1105 2435 3111 3913 465E 5406 5'-4" (64") PRECAST 15g3• 1464 2110 2141 3315 4010 41,46 505 505 1593 14B1 2050 2610 32g3 5g20 4549 5'-10"(70") PRECAST 1212• L551 1g50 2505 5084 5665 4241 415 415 1212 1315 1675 2441 3010 3583 4151 6'-b" 00') PRECAST 1141• 1200 1733 2250 2169 3290 5512 -707 557 1141 1182 1604 21,12 2703 5216 5132 7'-6" (q0") PRECAST -1 g• 112 1415 1914 2-154 21g1 5240 5ql 651 990 1029 1466 mo-1 2551 2791 5245 q'-4° (112") PRECAST 801• 612 qbo 12bq 1560 1552 21" 454 630 b01 155 IIg2 1550 1410 2211 12634 PRECAST 116• -"a 1q3 1021 1261 1416 MI 3q6 4q3 716 bit 1059 138q Illl 2034 2550 II'-4" (136") PRECAST 666• 43q b96 Bq l 1104 13oq 1515 363 556 6b6 535 q05 12-15 1545 IB96 2198 12'-0"(144'9 PRECAST 601• 400 631 816 loot Ila& 1372 340 4q4 631 486 BIB 1209 1514 17, 2066 13'-4"(160') PRECAST soo• 340 552 656 841 9q1 1153 302 396 513 40 652 1004 1361 1631 1bg7 14'-0"(168") PRECAST 455• 316 415 635 718 122 1 *5 2e,6 360 548 3lB 629 922 1254 1561 IBIB PRE5TRE55 243 243 295 352 459 582 591 552 124 1156 85l )4q1 990 I142 N.R. 351 PRE5TRE55E 228 276 450 553 671 801 925 N.R. 32l 22B 329 542 191 1072 1561 Ibl6 I1'-4"(205")PRE5TRE55E IBB 256 Sbt 464 561 670 T4 N.R. 255 180 216 444 649 614 1121 ", Iq'-4' (232')PRE5TRE55E 165 1 201 313 401 490 SIB 661 N.R. 204 I65 231 3B3 550 156 q40 1160 2l'-4'(256')PRE5TRF55El1145 156 216 356 433 512 540 N.R. Ill 142 212 336 411 635 601 993 22'-0Y264")PRE5TRE55E 140 0 Ie66 2 343 418 493 56B N.R. I61 131 205 1 522 451 (107 111 q41 24'-Of2B5')PRE5TRE55 121 1b5 244 312 380 "1 515 N.R. 135 124 IBb 290 408 538 650 B33 *REDUCE VALUE BY 2596 FOR GRADE 40 FIELD REBAR I NnTF & I ALLIEDLINTEL TABLES MATERIALS $ INSTALLATION I. ebar in precast lintel GR60 per A5TM A615 2. rebar In poured beam OR40 per ASTM A615 3. f'c for precast lintels=4000psi 4. f'c for field concrete=3000ps1 5. concrete masonry units per A5TM G-10 mortar per ASTM G270 type M or 5 6. calcvlations by: Richard O. Newman, P.E., Rlddle-Newman Engineering Inc. 7. shore all composite lintels 4" O.G. 5. all composite beams calculated with 1=5 In top of beam q. safe of based on nominal 8" bearing (4" minimum). 10. all loads shown in pounds per linear foot II. for lengthes not listed use next longer .length for safe load FIELD RE13AR to 5GR40 H LU � J J1 Q Q - r CONCRETE FILL W Q FIELD REBAR Q 5GR 40 1-5/8"ACTUAL 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 8"X20" FILLED 8"X24" FILLED 8"X28" FILLED 8'*X32" FILLED A-1 2'10" 6549 6257 10125 12000 12000 12000 12000 12000 A-2 3'b° 3538 385e, 5237 5552 11440 12000 12000 12000 A-3 4'6" 2061 Ig14 3367 4616 606 72611 91601 gg24 A-4 510" 1128 lobo 1810 2455 3356 31915 4637 5550 A-5 116" q02 1056 044 1 2542 32g4 4021 4790 1 5522 A-& 1'4' 656 (136 1112 1534 Ig94 2436 2gO2 3346 A-7 1016" 48q 455 547 1110 1522 1857 2211 2556 A-8 11'4" - 502 612 1125 1530 2002 2455 2g31 338q A-q 12'8" 421 485 qO0 1224 1604 Ig66 2360 2721 A-10 13'4" 393 41-1 174 1055 1361 Ibg2 2024 2541 A- I I 14'1" 342 315 690 q38 1233 1510 1505 2011 A-12 14'6" 305 334 618 842 1108 1552 1624 Ie,lq A-15 11'4" 212 2e,5 436 61l 605 gale, I186 138>0 A-14 Iq'4" 250 3q5 4q6 850 1155 1405 Ibg6 Ig80 A-15 20'0" 225 365 473 784 1052 1300 1570 1631 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"xa" UNFILLED 8"X8" FILLED 8"X12" FILLED 8"X16" FILLED 8"X20" FILLED 8"X24" FILLED 8"X28" FILLED - 8"X32" FILLED LATERAL LOAD 8X8 FILLED A-1 2'10" 30gb 5150 91g4 1 10000 10000 10000 10000 10000 4405 A-2 3'b" 1555 1876 5445 1 10000 1 0000 100001 10000 10000 25g2 A-3 111. 1016 1051 4224 5g00 5205 9440 10000 10000 1415 A-4 5'10" 515 603 2560 33Iq 4300 5503 6766 7848 -171 A-5 716" 545 370 1421 Iq-Ib 2552 3514 3667 4600 661 A-& q'4" 225 252 934 12.16 1665 205q 2542 2g41 425 A--1 10'b" 155 209 156 104q 1541 1662 2025 2347 32q A-8 11'4" 505 555 652 911 11-10 1452 1151 2025 451 A-q 12'8" 241 262 615 160 991 1232 1464 1695 351 A-10 13'4" 253 253 510 103 8q2 IIOq 1503 15 � 320 A-11 14'0" 225 324 4-13 652 824 1028 Ilgb 1555 26e, A-12 14'8" 191 215 442 609 16q 155 1106 1260 262 A-15 I7'4" 145 253 351 455 605 755 542 165 A-f4 I9'4" 64 214 306 420 525 657 115 ��_:213 A-15 20'0" 174 203 2qb 405 504 630 bb0 Iq8 za� y9� mfl bs�8 L0 Q a fEon re =g raga mgg� -Es3 5Y.$F c 9�c EFfu ons: " by: designed by: nl drawn by: dmw design checked by: aww date: 01-22-01 ' sheet: A5.1 of: 4x4 , 2X4 3 ROOF TRUSS LAYOUT 'A' N.T.S. ROOF TRUSS ANCHORAGE: 1N) U E (1) TYPE "C' (OR INTERCHANGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) TYPE -A- (OR INTERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O.) 3) USE EHUH26—N (OR INTERCHANGEABLE TIE) FOR ALL JOIST HANGER CONECTIONS (UNO) 4) USE (3) 16d OR (3) .131 x 3 1/4- PASELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER. (T&B) 5) GABLE TRUSSES REQUIRE (1) TYPE 'A" OR (1) TYPE "C" STRAP AT 48' O/C FROM CENTER OF TRUSS. 0-4-1 NAIL' VALUES: .BASED ON "NATIONAL DESIGN SPECIFICATIONS V FOR WOOD CONSTRUCTION FROM TABLE 8.8c — "NAILS AND SPIKES — LATERAL LOAD DESIGN VALUES" NAIL - SHEAR VALUE ((bs.) Bd 103 12' IOd 125 16d 149 NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS :JI _JB -J5 Jl 1r7-4-12 PLATE HT. 1 8-0-0 PLATE HT. FLOOR TRUSS LAYOUT 'A' & 'B' N.T.S. HELD BACK 1" 16' 1 FOR �=— NOTE. SEE b1 I A PNEUMATIC EQUAL VALANT MAY BE SUBSTITUTED FOR ANY HAND NAIL rRRICAN€ ENGINEERING Maria Virginia Caparros,;P:E. Flo da License # 53949-:- NATIO = ,0 V/ J_ U) Q U) i- W 0 LL - (n OQD W��. � OZ O¢J J In LL Q S a� tif r E><Yg e3�4x6^x4 v 5�£ W Eas� $lip s9� 8 o �s d€�a �e designed by nl drawn by. dmw design clrecked bY- aww date: 01-22-01 sheet A&A Of: V BRACING REQUIREMENTS STUD 5PAIN6 NO 'L' BRACE (U 2x4 'L' BRAE 0 2x4 'L' BRAE (2) 2x6 'L" BRAE 15" 0'-0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 11'-5" II'-0" - IS'-G" 24" 0'-0" - 4'-0" 4'-0" - 6'40" 6'-10" - 8'-10" 8'-10" - 12'-8" NOTEt "L' BRACE MUST. EMEND AT LEAST W% OF WEB LENGHT GABLE TRUSS SIMPSON A35 G 3'-0' O.G. /I p�g 2x4 SPRUCE OR BETTER mr?� X OR LATERAL BRACES 6 4'-0' STRAP TIPE "D" O.C. ATTACH (2) 16d TOENAIL5 (48" O.C-) 10d NAILS c 4" O.C. ��-10d NAILS a 4. O.G. 2x4 DRYWALL NAILER DOUBLE 2x4 TOP PLATE TYPICAL GABLE ATTACHMENT TO WDDD FRAMING END WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER ROOF SHEATHING OVER TRUSSES (SEE NAILING ZONES) BACIQJAIL W/ (2) I&d NAILS --� BAY-2 BAY- WOOD TRUSSES I as 24. O.G. - I T/I6• osB 'L" BRACE TO EXTEND AT LEAST I OR in" GDx W% OF WEB LENGTH (SEE TABLE) 2x4 DIAL. BRACE . 48° O.G. W/ (4) 10c1 NA IL5 a EA. END ® FIRST TWO BAYS I I GABLE TRUSS E--STRAP TYPE °D" (48" OCj 10d NAILS �10d NAILS a 4" O.C. 2x4 PANEL BLOCKING o 45" OG. FOR THE (2) ROWS OF TRUSSES OVERLAP SHEATHING W/ FROM EA END TYPICAL 12" MM, SPLICE ATTACHED W/ (2) Ibd TOENAILS GYP51T1 WALL BOA SIMP80N 'A35" AT 3'-0" OG'. 2x4 STUDS a 16' OL. W/ 2x4 DRYWALL NAILER 2.4 BLOCKING a MID SPAN (WOOD FRAMING WALL) DOUBLE 2x SECT I [IN TOP PLATE A 0 2x4 LEDGER TO MATCH BOTTOM CHORD SLOPE OF 8CI55OR TRUSS ATTACH TO WEBS WITH CLUSTERS OF (2) 10d NAILS —� 2x4 BLOCKING 6 48" O.G. "L' BRACE ATTACHED W/ Iod NAILS e 41 O.G. TYPICAL SECTION GABLE TRUSS WEB BDOUBLE "LBRACE DETAIL 2x4 LEDGER TO MATCH BOTTOM CHORD SLOPE OF SGI590R TRU55 2x4 BLOCKING a 48° O.G. ATTACH TO WEBS WITH CLUSTERS L° BRACE OF (2) 10d NAILS //ATTACHED W/ 10d NAILS / e d" O.C. TYPICAL V Vim}— GABLE TRUSS WEB C SECTION SINGLE "L" BRACE DETAIL GABLE END BRACING DETAIL WIND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" Maria Virginia Caparros, P:IE. J lRRICAfNE Flo r da Licens # 53989 ENGINEERING (w) 774-9DO3 rM (407) 774-8477 P.O. Box 161613 A TWONTE SPPNCS, M 32716 /j��' ` T .'s & N4MRSM PEI 47619 ' Al ;R .31%2003 1 Q Z �0 N� LL \Q I— / W Z J wW W (n ca 'Qn LQ r W 0 s,I 3B= EP J 3 `n s9a8 li 4S3` ohs �V c7 >€ as s o € Lf) sRS C14 revisions: designed by N dray by: dm design dlecl�d � 8W W data 01-22-01 sheet: A6-A.1 Of. 1 "Q• W/ i0-IAd NAILS • WALL STUDS 4 HEADER ROOF FRAMING MEMBER NOTE : F A BLOCKED DIAPHRAGM ZONE 15 CALLED FOR ON ROOF ,� 1•I�I��I �1 �•I - F IF (SEE CONNECTOR CHART PLAN PROVIDE 2.4 BLOCKING o ALL PLYWOOD PANEL EDGES 4 SCHEDULE FOR TRUSS NAILS o 4' OC. FOR BLOCKED DIAPHRAGM ZONE STRAPS) 8d NAILS AT 6" O.G. OR TOP PLATE ad NAILS AT 4" OL. OR EQUALIVALENT DOUBLE EQUALIVALENT PNUFMATIC PNUEMATIC NAIL AT 1116" OSB OR CDX NAIL AT SUPPORTED EDGES 6 SUPPORTED EDGES AND EXTERIOR SHEATHING AND BLOCKING AND 12. O.C. y 12 O.C.FIELD FOR OTHER NAILED W/ 10d GALV, FIELD FOR SHADED AREAS AREAS OF ROOF Cf ROOF .. .._. _ __ ..... ...._ ... ....._. b INTO FOUNDATION W/ 2'x2"xi/8• WA5HERS, 9 LOCATED WITHIN 6" OF '4 EACH END AND 32• oc. RSN ROOF SHEATHING NAILING "Q" W/ INTO NAILS s BOTTOM MAX. ELSEWHERE OF WALL 4 HEADER STUD 2.4 P.T. BOTTOM PLATE PATERN DETAIL "U" StRAP EVERY OTHER STUD TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS FLOOR FRAMING BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE CSHOWN o 24" O/C) FIRST THREE FRAMING SPACES AT 48" O.G. REMAINDER TO BE BLOCKED AT Jr," O.G. OR RAT RIJN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH 8d COMMONS OR ad HOT DIPPED GALVANIZED NAIL5 AT THE FOLLOWING SPACING: 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2)12. ON CENTER AT ALL INTERMEDIATE FRAMING L BLOCKING o 40" O/C MAX. IN FIRST THREE FRAMING SPACES 4 136" O.G. THEREFORE FLOOR BRACING AT EN'DWALLS 2 WOOD TRUSS STRAPPED AS SHOWN ON TRUSS LAYOUT (2) 2X- TOP PLATE DBL. 2X8 HEADER STRAP FOR 4'-6" MAX TIE OPENING, DBL. 2XIO 7Yp- HEADER FOR 5'-S" MAX. OPENING UN.O. 2X- BLOCKING AT MID -SPAN INT DDIIO�IOOR 16" O.C. STUD SPACING FOR INT. Bpi. FRAME WALL ® PLATE ANCHOR EVERY EVERY OTHER STUD (TYPJ SLAB EXPANSION BOLT ANCHORAGE 24" O.C. OD STRAP TIE EVERY 3,d STUD CONTECTING FLOOR TRUSS TO 2nd FLOOR STUD - 2X- BLOCKING AT MID5PAN - 16" O.C. STUD SPACING FOR INT. BRG FRAME WALL - PLATE ANCHOR EVERY OTHER STUD (TYP. TOP 4 BOTTOM) EXPANSION BOLT ANCHORAGE 24. O.G. l/I6" OSB. SHEATHING 2X4 WD. STUDS r 16" O.G. 2X4 BOTTOM PLATE 3/4" PLYWOOD 2X4 BAND BOARD 16" FLOOR TRUSS 0 14" O.C. TRUSS ANCHOR PER <RU55 PLAN G TRAP EGTMG PLATE TO FLOOR TRU5E IBWD FRAMING & STRAPPING INTER. BRG. WALL ® DOOR (15W)2FRAMING 4 STRAPPING INTER BRG. WALL 6 FRAMING 2 STORY R WOOD TRUSS STRAPPED AS _ SHOWN ON TRUSS LAYOUT 2-2X4 T?I___, PLATE 1K T.O.GMU 2.4 STUDS o16°OC ©PLATE MC14OF EVERY OTHER STUD (TYP. STUD 4 BOTTOM) - 1/2" X 8" EXPANSION BOLTS 0 48' O.G. CM WALL- T'$` AB KW FRAMING &STRAPPING KNFFWALL OVER CMU STRAPPED AS SHOWN ON TRUSS LAYOUT 2X- BLOCKING AT MIDSPAN I6" O.G. STUD SPACING FOR Mt. BRG. FRAME WALL PLATE ANCHOR EVERY OTHER STUD (TYP. TOP 4 BOTTOM) BOLTS • 32. O.0 75B " CDX SPACING 'ERMEDIATE 1MG WSN EXTERIOR WALL SHEATHING NAILING. PATTERN DETAIL SX8X16 P.T. 2X6 W/ IR' DIAM. 'J" CM.U. (TYPJ BOLTS o V. MAX. W/ . �TRUSSEMBED. (TYPJ BY FARING 2X4 FILLER P.T. 2X6 W/ IR" DAIM. 'J" BOLTS 0 48" MAX W/ 6" MIN. EMBED. (TYF DETAIL: TYPICAL JAMB FASTENING a OVERHEAD GARACxE DOOR SCALE: N.T.S. �� AESE REQUIREMENTS APPLY WHEN INDOW/ DOOR MANUFACTURERS FASTENING ETHOD IS NOT SPECIFIED. PT IX BUCKS FOR WINDOWS AND DOORS 1.) NAIL W/ .105 DIA OR HEAVIER POWER NAILS 8" O/C AND 3' MAX FROM ENDS TYR UV 1' MIN -EMBEDMENT INTO BLOCK 2.) ALSO ADD 3/16" CIA. SELF TAPPING CONIC. ANCHORS THRU WINDOW/ DOOR FRAME EIGHT (8) INCHES FROM ENDS MAX AND FORTY (40) INCHES MAX ON CENTER W/ V MM. EMBEDME 47 INTO BLOCK ATTACH WINDOW TO SUCH W/ 'IO SCREW5 MAX all O/C AND MAX 8" O/G AND MAX. 8" O/C FROM ENDS. PT 2X BUCKS FOR WINDOWS AND DOORS (ALTERNATE) 1.) INSTALL 3/16" DIAMETER SELF TAPPING CONC. ANCHORS EIGHT (8) INCHES MAX. FROM ENDS AND 24" ON CENTER MAX W/ I" MIN. EMBED. INTO BLOCK FASTEN WINDOW/DOOR TO PT BUCKS WITH '10 SCREWS 8' O/C MAX AND MAX. 8" FROM ENDS W/ I" MIN. EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAILWG (FOR PT BUCK FASTENING AND 35 PSF RAT) I NAIL INTO 2 NAILS INTO TOPPLATE , JOPPLATE IB FRAMING &STRAPPING INTERIOR BEARING WALL PRE ENGINEERED WOOD FLOOR TRUSS _ 0 24. O.C. MAX- DOUBLE T- t OP TOP PLATE 2X- BLOCKING AT MIDSPAN 16' O.G. STUD SPACING FOR T FRAMNTEWALL. BRG. 2X PT. BOTTOM PLATE EXPANSION ANCHORAGE a 32" O.G. C AIL C.:;ENEfRAL NOTES GENERAL L LIVE LOADS: ROOF: 20paf FLOOR 40paf STAIR: 40paf 2. WAND SPEED I10mph 3aec. guela 3. ALL WORK TO BE IN ACCORDANCE WITH THE FB.C. 2001 CHAPTER 16. 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED. CONCRETE I. ALL WORK TO BE M STRICT ACCORDANCE WITH THE ACI 318 2. MIX DESIGN CRITERIA: ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 150) COMPRESSIVE STRENGTH a 28 DAYS SHALL BE 2500 ppal FOR SLABS AND FOOTINGS AND 3000 pal ELSEWHERE (UONJ. - MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS: SPECIFIED NON -AIR AIR COMPRESSIVE ENTRAINED ENTRAINED STRENGTH (pal) CONCRETE CONCRETE 2500 0bl 054 3000 058 0.46 SLUMP -SLAB ON GRADE 5" OTHER 5" WATER -POTABLE CHLORIDE -NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES M COMPLIANCE WITH THE REQUIREMENTS OF ASTM G 33. 4. FIBERMESN FOR SLAB TO BE A7 A RATIO OF .'15 LBS/YARD. FOUNDATIONS : L FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 P.F. 2. IF FOOTING ELEVATION OCCURS M DISTURBED)1N5tABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER HIS IN57RUGTIONS, 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 !U VERTICAL TO (2) HORIZONTAL 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. 1. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 530J 2, CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pal CONCRETE. (8" TO 10" SLUMP) 3. PROVIDE 25" LAP FOR STEEL o ALL LOCATIONS. 4. ALL CELLS ADJACENT 70 CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. 5. CONCRETE BLOCKS SHALL CONFORM TO AStM C-S0 (28 DAY STRENGTH 2O00 pall (Pm=1500 peU LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE N. 7. ALL RE -BARS SHALL BE GRADE d0 UNLESS UN-O. 1,000D I. ALL WOOD FRAMING AND PRE-EN3 MEERED WOOD TR155E5 SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED M THE LATEST EDITION OF THE NATIONAL DESIGN 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 GORE. DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE t0 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 50U71-TERN PINE SURFACES DRY USED At 19% MAX. M. G. GRADE NO2 OR SPRUCE PINE FIR. SOUTH GRADE NO2 S. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. (HUC HES CONNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF I/2" DIAMETER AND 6" IN LENGTH (ASTM A-301) WITH MIN. 1 IR" DIAM. WASHER U.N.O. T. PROVIDE FRAMING MEMBERS of SIZES AND CF SPACINGS SHOWN, OR F NOT SHOWY COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NAILING AS SHOWN, AND t0 COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. 9. ROOF SHEATHING: l/I6" OSB OR 1/2" CDX SEE DRAWINGS FOR NAILING PATTERNS. - VERIFICATION OF FIELD CONDITIONS L CONTRACTOR SHALL VERIFY .ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE t0 SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN tHE DRAWINGS, SUCH CONDITIONS SHALL BE GALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER HIS INSTRUCTIONS. 2, FOR ANCHOR BOLTS USE HUGHES OR EQUIVALENT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKING ON ALL SITES `CF�'i VtE�: RIL.CsE VENTS WITH 8d NAILS AT 4" ON CENTER FLOOR TRUSS o 24" O.C. M `maria'Virginia,.Caparroy, RE �R,lCAlyE - ENGINEERING ro. so: aura unyourc sPwssru. n_ rnra � - ` Haws x trawson vf/ qnu I4 lorida L' ens'e # 539$9 t- TOENAIL FLOOR TRU`.+S t0 O."`APR' �O/-Ll�Z003 PLATE W/ ib PENNY NAILS, 2) ON ONE SIDE, (1)ON THE iHER DETAIL: INTERIOR BEARING WALL W/ NO UPLIFT vJ W J O Z � J J W W z z `W W v / A ills Lo R =e'e. �82 4�F 9=; F_ Q Fga Y E W" Q �PFrS 0 gE�� e €I sill E=e3 �9sf L F'sa evisions: aas: am.."ey designed by nl drawn by- dmw design drecked by. aww date: Ot-22-0t sheet S1 Of N 4 NOTE: 1 1/2' SPACMG CLEAR CF ALL FMIW MATERIALS. II ' HARDWOOD HANDRAI METAL BRACKETS ® 36" O.C. 2X6 BRACING o BRACKET. Z 0 0 2X STUD WAIL 055 SHEATHING FLOOR PLAN L_J " a ' 4 CONTINUOUS 2-2Y' O/G F 1116. OSB TOP OC EA. SIDE (TYP.) OR 12" CD TOP PLATE TOP l/16" OSB OR 12" CDX SADDLE PROVIDE 2X4 STUDS / OR CRICKET 2x4 BLOCKING a PROVIDE Ib" O/C CCNT. TO 2X4 NAIL EACH TRUSS EA SIDE (TYP.) 2x4 BLOCKING 2X4 DI / ME BE14AR GABLE D BRACE / 41 E 2Xd P.T. X BOT. PLAT CONT. 2X4 NAIL i0 EAGN TRU59 J-BOLTS AS SHOWN MEMBER G EA. SIDE (TYP-) PE.W.T. ® 24" O.G. 5TRAP E CE'il ROOF TRUSS STUD W/-B- HURRICANE CLIP TO TOP 4 BOT. PLATE CMU WALL TA6" SOLID CMU WALL ROOF TRUSS OSB OR 1/1" CDX FRAMING SECTION THRU CHIMNEY CEi INTERIOR CHIMNEY CH1 WALL SECTION Q FRONT ELEVATION INTERIOR CHIMNEY DETAILS CHIMNEY DETAIL EXTERIOR CHIMNEY DETAILS ICD ECD CONNECTION N.T.S. 9 1/2" x L 2XI2 TREAD L 11 I" N051NG MAX. i IX6 RI5EFd BAC_KIhIG" THE 9 A'I OF TWO RISERS AND ONE TREAD, EXCLUSIVE OF THE PROJECTION OF NOSING, SHALL BE NO LESS THAN 24" NOR EXCEED 25' 1/8" TO 1/2" GAP TYP 2x12 STAIR STRINGER DETAIL: STAIR TREAD - Ir2" DRYWALL O Q W J Hi ci W I- X IL Ul ul u OCr) FIR SKIRT BOARD RAKED WALL 2xrz tREAD 2xI2 STAIR UP AT STAIRS STRINGER Q 3/4" FLOOR NOTE: 5EE FLOOR PLAN FOR TREAD DEPTH WOa �QW ®r iy a I(o" WOO TRU55Ef 2'O" O.0 IXro 2XI2 STRINGER FASTENED a BOTTOM e WEDGED 4 TOENAILED INTO 2-2XIO s TOP N I - wceR enoc� - 2X STUD WALL&2x4 T �' I C L I N L DETAIL' 1Vet 5F TO ALLOW 0 RUN f R 2X MIL t0 'O WI 2X4 STRINGER}� I �\ I T I �+ 12 BOARD L IAL WJFZT -ATIO LEDGER ' `�✓tr V =i I ` N4ND i�A I L 3'-3° 2 Boas NSTALLAna1 ER TO WALL DETAIL- STAIR TREAD WALL UPLIFT ' OF MT616 MIN.10d NAILS MR I OF 3/I6° FROM TRUSS STRAPS TO PE.UI.T. TAPC N5 TO CMU MANUFACTURER (SIMPSON) (EACH STRAP) (EACH STRAP) 0-131 I l 4 132-1460 2 l 4 THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTING (U 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS " CONCRE5IVE LIQUID LPL OR EQUIVALENT ") INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS SHOWN ON PLANS BUT NOT FILLED M THE FIELD PROVIDE 6" MR EMBED. AND 3/4'7 HOLE INTO BOTH THE BOND BEAM AND THE FOOTING IF AN 'A' STRAP 19 MISPLACED K ,—TOP OF BOND BEAM OR FORGOTTEN AFTER THE POURMG OF THE LINTEL BEAM AT TOP OF Ct-IU WALL THEN A SIMPSON MT516 CAN BE SUBSTITUTED FOR EACH MISSED 'A" STRAP (TYP. U.ONJ PLEASE SECURE EACH MT516 STRAP FOLLOWING THE ATTACHED TABLE AND ACC C .ORDMG TO THE UPLIFT SHOWN FROM THE TRUSS MANUFACTURER INSTALL ALL TAPCONS WITH 1-12" MIN. EMBED. LINTEL BEAM W/ (U 5 CONT 51MPSON MT516 ATTACH TAPCONS EVERY OTHER HOLE NOTE: TAPCONS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMI'ENDATION5 M S MISSED "A" STRAP DETAIL PRE-ENGINEERED WOOD TRU56 -PROVIDE 20 Ga. GALV. FLASHING FOR TRUSS TO SIT ON CMU PROVIDE 25' 6 SPLICES (TYR) FILLED CELL -WA (U 5 VERTICAL EPDXY GROUT 5 LBOND BEAM W/ (U 5 CONT. V CMU WALL—C OF FOOTER NOTE EPDXY GROUT SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MFC MISSED FILLED CELL DETAIL 24" 5 AT 48" 124. O.G. — PROVIDE (U 5 AT 45' O.C. VERT. AND (2) 5 _ BELOW EA POST LOCATION FILL ALL CELLS WITH 2500 PSI CONC. ALTERNATE NOOK5 IN FND. BRACE EXTERIOR SIDE OF WALL DURING ✓�° COMPACTION OF THIS AREA 5 c 48" O.G. v" SIDE ELEVATION ------------------------------------------- STAifR AND LANDING DETAIL ENGINEERING (°OT) 774-9W3 FM: (WT) 724-8477 OR OR P.O. BOX 161613 KTMI SPRINGS, rL 32716 MW J. w1OERS PE/ 47819 S E PLAlzfrORQLT SIZE lU 5 CONT. (2) SIMPSON T522 (2430Lb. max UPLIFT) or (293OLb. PROVIDE OPEN GIRDER (2) HUGHES RT22112 max UPLIFT) or !2) SEMCO ADS _2.UPLIFT). HEAD JT. At 48° O.C. €:. FOR WEEPS -SLOPING 2x4 POST 'SEE - - GRADE AWAY DOUBLE TOP AN FOR QUANTITY" 1 . t-- FROM HOUSE PLATE Iwarla Vir inia`Cap ' 9 arras`,', P: E. {j;��) 9' MIN �0 CONT. AS 3' CLR Co, 5F10<UN .(� ALL REBAR (TYP.) RETAINING WALL AT PATIO R WP NOTE: BRACE SIDE OF WALL ADEQUATELY DURUJC-s Gq'iPACTION FOR PATIO SLAB. LEAVE BRACES M PLACE FOR 1 DAYS AFTER PATIO SLAB 16 POURED DETAIL for (2K,G for (Dil 6 GIRDER / ♦I v Licen 2 e # 53989;` 3MTUTION ,P.*CTION I --- "�+►' 0 3 2003 U _I U) J w Q Fa-- 0 w w � Q w n/ LL Z LLB ^Q U ot� Q �— �/ S a= a� 38e 0)DS aS� w O e sSaa S�� C =EE rev'siwls: aa1e: eo.4, yc w ff '4 designed by. nl (� drawn by. dmw design �j,� La dlecked Dy aww dam: 01-71-01 sheet S2 //� Of: HANDRAIL TO HAVE A CIRCULAR CRO55 SECTION DIAMETER BETWEEN 1 1/2" TO 2", OR TO PROVIDE CROSS SECTION WITH EQUIVALENT O GRA5PA5ILITY PERFORMANCE REFER TO FLOOR PLAN FOR STAIR Q SECTION SPECIFIC TO TH15 MODEL III SUM OF (2) RISERS :E PLUS (1) TREAD MUST 2XI2 STRINGERS AT SIDES $ CENTER EQUAL 24" TO 25" OF STAIRS W/ 2X4 SPACER AT 51DEWALLS. ATTACH SPACER TO EACH STUD WITH (2)I0d NAILS. Z � 3/4" SUB -FLOOR �Y lu �t j 1 dJ FLOOR TRUSS 2XS STAIR LEDGER CONNECTED n TO FLOOR TRUSS WITH IOd IX RISER 2XI2 TR A NAILS (g6" O.C. = ATTACH EACH 2XI2 STRINGER TO m LEDGER WITH (2)16d NAILS THRU ul LEDGER INTO STRINGER AND (2)IOd NAILS TOE -NAILED ON EACH SIDE m ACH R TO EACH IWE3)Sd O X 5TR N ER NAILS ATTACH TREAD TO EACH STRINGER W/ (3)IOd NAILS TOTAL STAIR RUN MI TREAD = I" EXCLUSI E OF NOSING T*I"FICAL 5TAIR CON5TRUCTI®N VETAIL N.T.S. Maria Virginia Caparras, P.E. .F Florid License, 3989, ) 011111111 ■ Q w 0 < Z U Q U Q D z O :aa xe�a of @€ O o`a N e: J f`a W g� 0a -8a E�O+ M5 fCVI$IIXIS: os-oos� 03-00�0 designed by: N drawn bY- dmw design checked Dy: aww date: 01-22-01 sheet: S2.1 of: 2X4 BLOCKING Y 24'0.G. TYP. ROOF tOR© ROOF TRU55 (TYP. LATERAL SUPPORT TRUSSrr�1 TOP OF FRAME WALL FIBERGLASS TRUSS RLAYOUT (2) 12d NAILS TO ROOF TRUSSES) SINGLES OVER C B (TYP.) (2) pd NAILS (TYPJ 15 FELT OVER '1/I6" OSB. 2-2X10 UNLESS OTHERWISE NOTED 1/2" DRYWALL 2 - 2X TOP PLATE WOOD TRUSSES ON FLOOR PLAN W/ "O' 32' O/C STRAPPED AS 1/2" DRYWALL R-II GATT INSULATION SNOUN ON TRUSS LAYOUT TYPICAL STUCCO 2- D STRAP TIES 1/8' STUCCO OVER METAL LATH UQ P.T. OVER IX8 FINISH (ALTERNATE O OVER 15• FELT OVER 0.513. CDR OVER 2X6 R/5 CEDAR FINISH) (ONE EACH SIDE) ® TOP OF FRAME WALL 3/8' RGH. SAWN PINE SUBFA51-IA OR Vl" EXi. GRADE W/ CONT. ALIM 2X STUDS 16' O/C DRYWALL _ VENTED SOFFIT SEE FLR PLAN DBL_ 2X8 HEADER FOR STRAPPING FOR 4'-6' MAX. OPENING, DBL. 2XIO WOOD POST 3 1/2" CONC SLAB '- HEADER FOR 5S" PER FLOOR PLAN W/FIBERMESH OVER 3 1/2' CONC SLAB MAX OPENING UN.O. 2X BOTT, PLATE W/ 6 MIL. VAPOR BARRIER W/FIBERMESH ON WOOD POST IAND%' 32B. 3O/O/G OVER TREATED WOOD P05T CLEAN, COMPACTED PER FLOOR PLAN \�q COMPACTED FILL PER PLAN FILL W/ MONOLITHIC WRAPPED W/STUCCO OR L�R RPLAW INTERIOR PORCH 5 FTC. W/ 2 •5 BARS - /� ® OR ® OR ® LOOR AE R ® PRO GONG. SLAB FOR POST SIZE - - - LAN (SEE FLOOR FLAN) FOR P05T SIZE C'PADE GRADE _ 1 • 5 KEBABS . • .. " BRACIN-G AT NON —LOAD BRG. THICKENED SLAB AT SCP SECTION ®COVERED PORCH EPP ELEVATION ©REAR PORCH POST NB EXTERIOR WALL DETAIL K BEARING PORCH POST o.,S_ I.A.IDRAIL IX12 L. GUARDRAIL ELEVATION MONOLITHIC DETAILS SIMILAR WOOD BALUSTER W/ DEC. WOOD RAIL ABOVE THAT MEETS GRASPABILITY CODE NEWELL POST — TRIM — C. FIR CAF II / 1XI2 C. FIR / SKIRTBOARD uL / (INSIDE) STAIR CONSTR IMPERIA BEYOND WALL NEWELL PC Q S T A I R R A I L S 2AIL H 2X6 HANDRAIL W/PLOWED RAIL CAP ABOVE THAT MEETS GRASPABILITY CODE 2X2 BALUSTER /Ax/ IXI2 C. FIR SIGIRTBOARD (HANDRAIL OVER) J W u / Q / ELITE Wp; G. FIR SKIRTBOARD AIR GONSTR1ST WALL (� LI- I R A I Tra Virginia Caparros, P.E. P K f�CA(NLToi a Licens" # 53989 I)2"j ENGINEERING (w>) 774-e -e (407) 7174-.n P.O. SM 161613 A TAMGNfE SPRINGS FL 32716 DETAIL 0 HANDRAIL 111G J. ANDC1tS0" PU 41619 AP'0 0 0� Q U U H F— I2a 00 ui vi QQ 00 .�x ::. s. simd : 31 s gig `sue ai g�s F=• Lo ei Raf tw € 0 8�i� F 0Y� 2 u F�$ designed by, n1 drawn by dmw design checked by aww date: 01-22111 S3 7 77-lese PLANs SAIjp7r,,7gyD oepr. ACCEPT ' - q, ED F-():j - CONSTF,LjE,-- pq E) c oN':)rPr0NAL.LV WO LS'SUED CA ALL SE EED WITH VI LATF Issuv"". ANY DF-:,- D-s NOR SH,; -''E E3UILDI. C, P L S7 :ON -RUcTI(:;p,j PS,