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115 Bristol Forest Trl (3)
PERMIT ADDRESS N _4� CONTRACTOR ADDRESS Centex Homes PERMIT DESCRIPTION J� 385 -Douglas Ave:; Ste-2000 - - - ` Altamonte Springs, FL 32714 PERMIT VALUATION �- CGC 049689 PHONE NUMBER �, SQUARE FOOTAGE �� , PROPERTY OWNER C G cl_- �a -,ADDRESS PHONE NUMBER ELECTRICAL CONTRACTO MECHANICAL CONTRACT( PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER 5-06-223 12:52PM FROM P.1 Crry OF SANFORD PERMIT APPLICATION PermitWA-Q Date: Job Address; Description of Work: Historic District: Zoning; Value of Work: 5 PertuitType: Building Electrical X Mechanical Plumbing,_ Fire Sprinkler/Alarm Pogl _ Electrical: New Service — # of AMPS-Addition/Al0eration Change of Service Tempor y Pole Mechanical: Residential Non -Residential Replacement Now (Duct Layout & �oergy Ql Required) Plumbiag/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing )!repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage-: Construction Tyne; # of Stories: # of Dwelling Uaits: _ _ Flood 2,one: (FEMA form required for otocr t.;an X) - Cccsrur<arzsc—'---� Parcel e: 1 (Atrach Proofo(Ownership & Legal Description) Owocrs Name & Addrms: Centex Homes 385 Douglas Ave. Suite 2000 Al tamnnte Springs , FL 32714 --.—Phone. 407-661-2150 COotr4c(or NaQ1C&Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando FL 32806 _ State License Number; EC0002494 Phone & Fax: Fa sr 4n7-851-1 226 Contact Peison:John Findlay Phone: 407-851-1220 liondiop Cornpany: _ >ddre's.c — �Iort�,agc Lender. A�9fYss. Arglu(tcVEn^incer. Phone: Aagrrss Fiix: Application is hereby trade to obtain a permit to do the work and installations as indicated, I certify that no work or installation has commenced pmi I:, n,c issuance o(a permit and that all work will be performed to meet standards of all laws regulating oonstruicr on in this jurisdiction. 1 understand that a separate 7i{ must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR'CONOITIONERS, ctc. 01,VNE9'S -\FFIDAV fT: I certify that all of the foregoing information is accvnte and that all work will be done in eomplianec with all applicai,le i Ii„ : I ct:ulannp, corupucdon and toning, WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI, II I,/(./i.)h, I'T, Y NC TWICE FOR MPROVSMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN n17) NEY BEFORE RCCORDiNG 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 mconis of :his cwnry, and there may be additional permits requited from othe nccpancc of permit is verification that I well notify the vwner of t Signature Of Owner/Agent ---Char .es Cannon --^ i':ici Owncr/Agcnl's Name P int Contrbcror Agcnt's Name S �.'a:ure of Notary-St�tc n( FJOnda� Date gnawre n(Kn�ry•Sfatc of PIondz -- Dote �,4aarp�B4 PATRICIA A. l{ADLAC MY COMMISSION # DD 013206 pwncr/Agent is Pcrwoalh Knossn to Mc or Contractpr/AF.-.: Is Pc _ _ nui.� Known i naMs"Wo a o h rnductd IL)-- — —_ Piciduuc tOF r,to� EXPIRES: March23 {<!5 ---1-WG-3MTARY FL Nctejy Satiate & 8wx&--_-, ira_ .uu• !.fC \' ;ON nl'l'ROVEI) BY: Uldg: f l): _ :Initial &. I.)atc; (Initial <C Uatcl (In;ual K i)atc) (IINI3l & Uhl: Permit # n __, CITS' OF SANFOI2D PERMIT APPLICATION -tee. Job Address: Description of Work: Historic District: Value of Work: $ '7X) Q Q Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI Electrical: New Service — # of A PS Addition/Alteration Change of Service Tempordary Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & .Energy CaIF. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wr Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential; Commercial Industrial Total Square Footage: q g Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requiee-d for ("thicr tbna Y) Zoning: Parcel If: (Attach Proof of Ownership & Legal Description) Owners Name & Address L�T Phone: Contractor Name & Address: . ' 0 M IMA >SM C IMM + "S ate License \umber _s - Phone & Fax: M MAR �° 'wctw is l31�C.311� /pI?��3A2 f P 4 'A) rf i 3Oe3 Bonding Company: Address: Mortgage Lender: ---- -- -- Address: Architect/Engineer: Address Phone: 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 931''applicable )rsu (,golMing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO ENCEMENT MAY RESULT 5� YOl JR I'llYTNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ON/ntdistricts ITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe additional restrictio applicabl o this promay be, f nd r i the public records of this county, and there maybe additional permits required from other governmental enti � s such as ater r sage e gencies, oii,J.ed _ a.i auncies. Acceptance of permit is verification that I will notify the owner of the property of Signature of Owner/Agent Date Print Owner/Agelnt's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personal]. Kno�kn to Me or Produced ID APPLICAI ION APPROVED BY: Bldg: Zoning. !Initial & Date) S ecial Conditions: Fv S 713. Print ontractor Asent's am Signature of No_ry-State of Florida Date Contractor/Ace-: a _ �1e"0.1"'Known!' to Me or Produces:__) FD: (Initial fi Date) (Initial & Date) (h>;tia D 1y ti� ^�' • <vfIRINDA C. TURNER MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 ' o F $Q' Bonded TBru Notary Public underwriters REVISIONS —o �U� n � 20�� PERMIT # Q�3_,�a_ DATE ADDRESS CONTRACTOR CENTEX HOMES / PATRICK J. KNIGHI PH ff 407-661-2176 FAX 407-661-4089 OESCPRITION OF REVISION: ADD PLUMBING RISER DIAGRAM TO PLANS. UTILITIES FIRE QLDG O � 2" V.T.R. LAV 1 1/2" 1 1/2" V.T.R. W,G. 3' COMB. W+V " TUB KS 211 I I/2 3" 211 31, 2 i W.M. LAV 1 1/2" 3° 3" 411 2" 1 1/2" V.T.R. 11/2° II/2" LAV LAV W.C. 3" 211 TUB 3" 3 25®,:� PLUM51 NCB i� I SCR Lb- COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75475 DATE: 5/I/D3----_ ~-) BUILDING PERMIT NUMBER ] -\ 7���p(: OCITY) COUNTY NUMBER,., UNIT ADDRESS: ll5 _____ TRAFFIC ZONE; JURISDICTION: SEC: 22 T�P: l� 3O PARCEL: 5O2 --- ---- RNGx---- --------------- SUBDIVISION: PARK__ TRACT: OWNERNAME: __... ........ ........ .... .... ... ____........ .... .... _........ .... .... .... ... .... ADDRESSx APPLICANT NAME: -------SNAE-,ASAffiCR/B.... ... .... ... ....... ... ..... ---------... ........... ... -� ADDRESS: ___________________________ LAND_USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTIONx Single Family House: Detached - Construction _____________________________________________________________________ FEE BEhEFIT 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 $ 705.6O ROADS -COLLECTORS NORTH 8 dwl unit $ 142.00 1 $ 142.00 � LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 STATEMENT RECEIVED BY:: ____ CAI0ES_____ (PLEASE PRINT NAME) AMOUNT DUE $ 2,285.00 ` SIGNATUR E., ... ... ... __ DAT[vY NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY ` **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE ECEIVIN8 SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:! 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 N0T7>\SANFORD. FL 3277:1, PARK AVENUE PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** r Permit I Job Ad CITY OF SANFO" PERMIT APPLICATION S /' 075 Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service !Temporary Pole 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 - w Occupancy Type: XX Residential _Commercial _ Industrial Total Sq Ftg I _ Value of Work: S Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: ' 22-4-9-30-502-0000-0$T 0 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS 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 Phone No.: 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.... all applicable laws regulating construction and Zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF' COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU" INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. APR 0 9 2003 APR 0 9 2003 Signature of Owner Agent Date Signature of Contractor/Agent Date PAT KNIGHT Print Own(WAgent's Name APR 0 9 2003 ature of Notary- toe f Florida Date Fersonally Kl 9BER! Al BROWN 1,AY C " 4BD 098590 EXPIRE` I;a 29,2004 Bonded Thu Nc P ! c Jndenvr ters Owner/Agent is Known to Me or _ Produced ID PAT KNIGHT Printont�ractor/A�gent's�Name AP 0 9 2003 A„ L Signature of Notary -State oqlorida Date KIMBERLY A. BROWN 14, i��;P+IES. M7;;dt 29 2004 Eond,a Thru Notary Pubic Underwriters Contractor/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Date: .. Y ! Special Conditions: S 0.l o . � C) Jeminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Seoain ( r C au n ; rl v ��h71af r �t►'tCEi I lit E. Ping so. Sxafprd Ft. 32771 40'7-664-7sl►6 GENERAL Parcel Id: 22-19-30-502- S3-SANFORD 0000-0850 Tax District: WATERFRONT REDVDST Owner: CENTEX HOMES Exemptions: Address: 385 DOUGLAS AVE STE 2000 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Property Address: Subdivision Name: PRESERVE AT LAKE MONROE Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY Find Comparable Sales within this Subdivision 2002 Tax Bill Amount: 2002 Taxable Value: LAND _ Land Assess Method Frontage Depth Land Units Unit Price Land Value LEGAL DESCRIPTION PLAT LOT 0 LOT 85 PRESERVE AT LAKE MONROE PB 62 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 fax purposes. ** if you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. 2003 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $13,680 Land Value Ag: $0 Just/Market Value: $13,680 Assessed Value (SOH): $13,680 Exempt Value: $0 Taxable Value: $13,680 http://www.sepafl.org/pls/web/re_web. seminole_county_title?PARCEL=22193050200000850Z... 4/7/03 n y U 2 4 ❑ 6. 1' g City of Sanford Building Division Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code- C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. C. Framing plan for floor joists where conventionally framed_ Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails- h. Square footage table showing footages: I_ Garages/Carports sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. j. Total Gross Area sq. ft. Three (3) sets of completed Florida Energy Code Forms. Soil analysis and/or soil compaction report. if soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e_ Property ownership verification. f Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date APR 0 9 2003 Owner/Agent Signature _____ r—— CENTEX HOMES TO WHOM IT MAY CONCERN: s Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL_ 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centex-oriando.com 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 STATE OF FLORIDA LOT COUNTY OF SEMINOLE The foregoil instrument was acknowledged before me this Alk 0. 9 2003 by Patrick J . Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. NOTARY PUBLIC tP KIMBERL.Y k BRO'a�lN O L� �98�90 t„etlTliru Nc . uulc Un:!e,nvrlers CENTEX HOMES 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 300 NORTH PARK AVENUE via HAND DELIVERY 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 as the basis for the issuance of Permit No. for the following work: LOT PRESERVE AT LAKE MARY SINGLE FAMILY RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or n CENTEX HOMES 8 ROGER DIXON, INTERIM CITY MANAGER Paqe 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 (Owner) Signature PATRICK J. KNIGHT Printed / Typed Name Title Sig'6tiAe / Printed / yped Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) DIVISION PRESIDENT The foregoing instrument was acknowledged before me thissPR00 day of by PATRICK J. KNIGHT as DIVISION PRESIDENT for CENTEX HOMES ❑ who is personally known to me or ❑ who produced their Florida Driver's License as identification. _ - - ary Public r- KIMBERLY A. BROWN "Y 10MMISS!O^" D098590 I J � Print Name: EXPIRES `"Aa2rj. 2004' My Commission Expires: ° onded Thru Ncd a arv, uurcUnderwri'.ers B 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 HARYWE HORSE, CLERK OF CIRCUIT COURT SMINOLE COUNTY BK 04779 PG 0251 CLERK'S # 2003061305 RECOFW D 04/14/2M 890503 M RECORDING FEES 6.09 RECORDED BY N Nolden THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real property; and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT i n Plat Book 62 PUBLIC RECORDS [OYU K,PRESERVE AT LAKE MONROE Recorded Pages 12-15 in the 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 spe 'fled) Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, )BS DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDOED BEFORE MB .THIS APR 0 97003 BY DEBRA A RIGGS., OFFICE MANAGER CBNTBX REAL ESTATE CORPORATION, A NEVADA CORPORATION n/k/► 2729 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS Is PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. I APR 14 20I NOTARY PUBLIC JACKIE CAINEs Ci:8tiF1E0 COPW NotaryPush State of Florida `r MRRYANl`IE My Commissicln Fr fires ,.Jan 21, 2004 ' CtERK OF C1RWiT COURI Commission 9 CC891727 ( SEMINOLE c ouflyy. K l.L CPPY OF SANFORD PERMIT APPLICATION Permit #: el / 7,r2 . Date: Job Address: ll-r otrE!a'i444 05drre r — 7,r, olk /y,A-,ce. PreSe vVOL Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing VX Fire Sprinkler/Alarm PoQI . Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) F... Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets .,3 Plumbing Repair— Residential or Commercial ` Occupancy Type: Residential Vlo&mmercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Attach Ownership Proof of O ( p & Legal Description) Owners Name & Address: `, e✓191 �iYf7 �'lf Phone`: Contras/tor Name & Addrreess: f!'/t.LA�►a I "L�� �7 f� �� d % - =t Q 1(_r4, t 14 ' 3Z'1 (Z� State License Number: C C Q S b p Phone & Fax: ; Z TSContact Person: t4 Phone: -We-- Sj Bonding Company Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I %%ill notify the owner of the property of the requirements of Florida Lien Law, FS 713., Signature of Owner/Agent Date Signature of Contractor/Agent Date X* Print Owner/Agent's Name Print Contractor Agent's Name !I �Nt,( I N 41G. .'A. JtiS'P UOviv �1 Signature of Notary -State of Florida Date i ature� �l f„nY �Nq_y State of Pi` Data MY GO;Y; t3lSSivN # Cr 92ihUrS Ii II * e€ * M4 cS March 23 spI oil � � r 7n i cuGQ..t t�i� erg _ s 4 Owner/Agent is _ Persona IIx no o-n to Me or ContractoY/A� a _Per ona'1 % Know`n to i e or Produced ID Produces :J APPLICATION APPROVED BY: 131dg: Zoning: L::.::a: FD: t Initial & Date) (Initial & Date) (Initial & Date) (Itrtia &I Dal Special Conditions: CERTIFICATE QF OCCUPANCY / COMPLETION This is to certify that the building located at 115 BRISTOL FOREST TR for which permit 03-00001752 has heretofore been issued on 5/13/03 has been completed according to plans and specifications filed in the office of the Buildin Off'C'al ior to the issuance of said building perrpit, to wit- as rcomplies with all the building, plumbing, elect r al, zon'ng and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: I ' Finaled ZONING: Inspected UT FIRE: Inspected ILITIES: Water Sewer Lines In 3 �/1.�}cr Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage 1 SWc Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street , 5i Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FEES PAID DATE APPROVAL DATE AMOUNT 8/19/03 5/14/03 8/06/03 7/03/03 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 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 115 BRISTOL FOREST TR for which permit 03-00001752 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-SCHOOL 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 BUILDING OFFICIAL / DA E CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: 1.0'31 .03 PERMIT#: 0.3 •1`15Z ADDRESS: t�S CONTRACTOR: PHONE #: y0 V The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. _,Engineering OFire 'Public Works OZoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) lr �' " '. . CERI'IFCATE OF OCCUPANCY REQUEST FOR FILIAL INSPECTION *;*** SINGLE FAMILY RESIDENCE**** DATE: 10 -:31 '63 PERMIT #: ADDRESS: 11 �r �S- ! t��s�- 'FY CONTRACTOR: PHONE #: t y Eed:;�)Un+- '-o)o 3q9g� 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. =1Engineering OFire J_Iublic Workspa"""', �1✓r��ir�' 1 ` rj0-n- ( g ]Utilities []Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) W . CERTIFCATE OF OCCUPANCIO REQUEST FOR FINAL INSPECTI(�,N ****SINGLE FAMILY RESIDENCE**** +� ►` � I 1 DATE: LO'31 '03 v ZR PERMIT #: 03 <1-15Z - u ° o u � ADDRESS: ICJ by• 115I ICVL 0' `l3 m , c0j V q! C I CONTRACTOR: PHONE #: � V 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 OFire -'Public Works OZoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Fr FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200E f - ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATIO1 For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 115 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 85, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GIPS (Type): ( ##° - ##' - ##.## or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL 89. 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 NIA 151 U. Indicate the source of the base Hood Elevation (8FE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction" ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram . accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO . Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 14. 1 ft.(m) 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 o d) Attached garage (top of slab) 13. 8 ft.(m) E o e) Lowest elevation of machinery and/or equipment w co servicing the building (Describe in a Comments area) 13.6 ft.(m) o 0 Lowest adjacent (finished) grade (LAG) 11. 7 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 13. 8 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o q Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST EE , E.18 ORLANDO FL 32803 SIGNATUREi)J) ,/� DATE TELEPHONE 1 L. Ilk I }� 11, 10/30/03 (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 115 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 _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(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 Secffons A, B, C, and E are correct to the best ofmy knowledge. 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 FEMA-issued or communityassued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER DATE 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 ISSUED ❑ Check here if attachments i FEMA Form 81-31, January 2003 Replaces all previous editions I I I a PLOT -PLAN DESCRIPTION: (AS FURNISHED) LOT 85 BLOCK C, WATERFORD CHASE EAST PHASE 2, VILLAGE C-2 AS RECORDED IN PLAT BOOK 51, PAGES 97-98 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 85 CONTAINS 6658 SQUARE FEET t (LOT ONLY) SQUARE FOOTAGE (UP TO CURB) THIS STRUCTURE CONTAINS 2000 SQUARE FEET t TOTAL CONCRETE 454 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 4204 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 37% t LOT 85 UP TO CURB CONTAINS 7208 SQUARE FEET t THIS STRUCTURE CONTAINS 2060 SQUARE FEET t CONCRETE 787 SQ. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 4421 SO. FT. t' NOT PLATTED L — 50.00' 1" = 30' SOO"0113411W GRAPHIC SCALE - — — - — 0 15 30 25' PD BUFFER 6' , _ BLOCK-C _ �.° LOT 85--- II �^ DRAINAGE TYPE MOD A I 11 I "'VVV o. BLOCK C - 5.0, 40.0' 5.0' LOT 84 w BLOCK C _0 40.00' - o LOT 86 cy) PROPOSED M - 3514 Ql FINISHED FLOOR - - DO o ELEVATION=69.5 DO z qC o o U) 14.3' 5.0 — " 20.7 i - DRIVE UTILITY EASEMENT 672 ------ 54056 0.00 ao------ _ o0 o�N - POINT. ON - V) PLAT BOUNDARY nPC 215.00'- _ I - 585.00' - /�. -- SOO'40'56"E. 800.00' BATTERY POINTE DRIVE CENTERLINE OF� RIGHT-OF-WAY - 50' RIGHT OF WAY BUILDING SETBACKS FRONT: 20' LEGEND REAR: 20' - 25' PLAT BOUNDARY - - - - BUILDING SETBACK- LINE MLW MINIMUM LOT WIDTH SIDE: 5" - CENTERLINE POB ON BOUNDARY - CORNER' 1S, -ylly - - RIGHT OF WAY LINE - A PROPOSED ELEVATION PCC - PPOINT OINT ON LINE POINT OF COMPOUND CURVATURE - PREPARED FOR: PROPOSED DRAINAGE FLOW POC OR PD POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT CENTEX HOMES. O CONCRETE 161 DENOTES DELTA ANGLE L DENOTES ARC LENGTH 1. ELEVATIONS SHOWN ARE PER LOT GRADING LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PC PI DENOTES POINT OF CURVATURE DENOTES POWT OF INTERSECTIO14 THIS PLOT PLAN 1S.INTENDED FOR PERMITTING PURPOSES PCP PERMANENT CONTROL POINT (P) PER PLAT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (M) MEASURED TYP TYPICAL THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (CALC) CALCULATED A/C AIR CONDITIONER LIST FOR CONSTRUCTION. FND FOUND - C/W CONCRETE WALK CBW RP CONCRETE BLOCK WALL RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA S/W SIDEWALK R RADIUS ' FURNISHED BY CLIENT AND IS. FOR INFORMATIONAL PURPOSES, CP CONCRETE PAD PB CS CONCRETE SLAB ONLY, THIS IS SURVEY NOT A SURVEY _ PLAT BOOK PGS� PAGES NG NATURAL - C R/W- C40RD LENGTH RIGHT-OF-WAY THIS IS A PLOT PLAN ONLY GRADE � So. FT. SQUARE FEET ORB OFFICIAL RECORDS BOOK 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY" PANEL NO. 120179 0295E DATED 12-06-00 AND FOUND THE. SUBJECT PROPERTY LIES IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 85, BLOCK C BEING S89'19'04"W PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM38121 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS - OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR . AND MAPPER. JI� FOR THE FIR ORLANDO, FLORIDA DRAWN BY: PLOT PLAN 10/31/03 SDO 32801 (407) 426-7979 WILLIAM R. MU CA FELLO JR. PSM//49 8 DnrE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 85 BLOCK C, WATERFORD CHASE EAST PHASE 2, VILLAGE C-2 AS RECORDED IN PLAT BOOK 51, PAGES 97-98 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) - - LOT 85 CONTAINS 6658 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2000 SQUARE FEET t TOTAL CONCRETE 454 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 4204 SO. FT, t PERCENT OF CONCRETE & STRUCTURE TO LOT 37% t SQUARE FOOTAGE (UP TO CURB) LOT 85 UP TO CURB CONTAINS 7208 SQUARE FEET t THIS STRUCTURE CONTAINS.2000 SQUARE FEET £, CONCRETE 787 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 4421 SO. FT. t NOT PLATTED 1" = 30, GRAPHIC SCALE - — — — — — 0 15 30 50.00' S00°01'.34"W 25' PD BUFFER — BLOCK—C— -- LOT 85 N II DRAINAGE TYPE MOD A I BLOCK C Y 5.0' ao:o' 5.0' LOT 84 ``' BLOCK C ap 40.00 0 LOT 00 86 P7 .PROPOSED " I CT1 N - T— � 3514 n .— - .Cn FINISHED FLOOR a-- 00 ELEVAT(ON=69.5 OO Z- o o /C cj 5,0' M 14.3'. 15.0 - - I .. -' 5.0 20.7' I —.—._j oRivE - • '� 10' UTILITY EASEMENT 50.00' I o0 POINT ON 215.00 PLAT_ BOUNDARY 585 --- ---L--- .00'/�j- S00'40'56"E.. 800.00' V CENTERLINE OF7 BATTERY POINTE DRIVE RIGHT-OF-WAY 50RIGHT OF WAY BUILDING SETBACKS FRONT: 20' LEGEND REAR: 20' — .25' PLAT BOUNDARY — - —' — - — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH SIDE: 5' — CENTERLINE- POO .POINT ON BOUNDARY CORNER: 15' RIGHT OF WAY LINE POL POINT ON LINE POINT OF COMPOUND CURVATURE lX PROPOSED ELEVATION IPCC POC 'POINT ON CURVE PREPARED FOR: PROPOSED DRAINAGE FLOW '.OR OFFICIAL RECORD PD PLANNED, DEVELOPMENT GENTEX HOMES - - O CONCRETE � DENOTES DELTA ANGLE 1. ELEVATIONS SHOWN ARE PER LOT GRADING - LB LAND SURVEYING BUSINESS - - L DENOTES LENGTH-C.B. DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT, LS LAND SURVEYOR PRM. PERMANENT REFERENCE MONUMENT 'PCP PC DENOTES POINT OF CURVATUREPI DENOTES POINT OF INTERSECTION THIS PLOT PLAN IS- INTENDED FOR PERMITTING PURPOSES PERMANENT CONTROL POINT (P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE DENOTES ONLY. THIS IS,NOT INTENDED.FOR THE CONSTRUCTION OF (M) MEASURED PT POINT DF TANGENCY TYP TYPICAL TI-IE PROPOSED HOUSE. ' REFER TO HOUSE PLAN AND OPTION (CALC)" CALCULATED - A/C AIR CONDITIONER LIST FOR CONSTRUCTION. - FND FOUND - C/W' CONCRETE WALK CBW CONCRETE BLOCK -WALL RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA S/W SIDEWALK RP R RADIUS FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES GP CONCRETE PAD CS CONCRETE SLAB • -. ONLY. IS NOT. A SURVEY PS PLAT BOOK PCs PAGES C CHORD LENGTH R/W RIGHT-OF-WAY .THIS THIS IS A PLOT PLAN.. ONLY NG NATURAL GRADE SQ. FT. SQUARE FEET ORB OFFICIAL RECORDS BOOK I HAVE EXAMINED THE F.I.R M. COMMUNITY PANEL 1 THE SURVEYOR HAS NOT ABSTRACTED THE NO. 120179 0295E DATED 12=06-00 AND FOUND LAND SHOWN HEREON FOR EASEMENTS, RIGHT THE SUBJECT PROPERTY LIES IN ZONE X. „ . , =: (, OF WAY, RESTRICTIONS' OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND AREA OUTSIDE 100 YEAR FLOOD PLAIN. "? ), 2. NO UNDERGROUND IMPROVEMENTS.HAVE BEEN LOCATED EXCEPT AS SHOWN. ' 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL DEARINGS SHOWN HEREON ARE BASED ON x RAISED SEAL OF A..FLORIDA' LICENSED SURVEYOR THE NORTHERLY LINE OF LOT 85, BLOCK C * AND MAPPER. BEING S89'19'04"W PER PLAT. (FIELD. DATE:) . To REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ AMERICAN SURVEYING & MAPPING ' FOR JOB NO. ASM38121 - CERTIFICATION OF AUTHORIZATION NUMBER LBa6393 THE 320 EAST SOUTH STREET, SUITE 180 �r„ FIRM DRAWN BY: PLOT PLAN 10/31/03 SOO ORLANDO, FLORIDA 32801 ` WILLIAM R. MU CATELLO JR. PSM 49 8 DATE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 85, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPFRVIOIIi CAI C.01 ATIONS (I OT ONI. Y) LOT 85 CONTAINS 6257 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 1487 SQUARE FEET t TOTAL CONCRETE 577 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 4193 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 38 % t LOT 85 UP TO CURB CONTAINS 6807 SQUARE FEET t THIS STRUCTURE CONTAINS 1487 SQUARE FEET t CONCRETE 909 SO. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 4411 SQ. FT. t PT BRISTOL FOREST TRAIL \ 4=35'38'30" 50' RIGHT-OF-WAY L=155.52' Cfn, rER R= 250. 00• RrGHT,OFEWp` CB'S372.1p'26"E PC --25.00' I NOO'01'41"WN 89'58' 19"E 0 0=4'38'42" L=22.29' R=275.00' CB=S87'42'20"E C=22.29' LOT 84 BUILDING SETBACKS FRON T: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. 11 5.0' w O Ln N /C w PROPOSED 2509 o FINISHED FLOOR ELEVATION=14.00 n 40.00' o ba N a w y 40.0' _I o z a _ wl 'cf• a zl I _ O a of O O NI Z I I 133 LOT 85 6,257 SO.FT.t DRAINAGE TYPE A S89'58'19"W 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,..,_.v---. THE SUBJECT PROPERTY APPEARS TO LIE 'IN -ZONE, X„ , AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 85 BEING N 89.58'19" E' PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM39699 PLOT PLAN 04-01-03 CK8 DRAWN BY: LOT FIT 12-16-02 CKB (UNPLATTED PER THIS PLAT) 5.0' O O Liz o N v; n z w f- 5.0' 0 a � W z a � � 0!� U /V I N LOT 86 107. 31_ W Z 0 (N I W I" = 30' GRAPHIC SCALE 0 15 30 FLOC)"' SLAB ELEVATION MUST BE `-" ROWN OF ADJACENT' ROAD UNLESS OTHERWISE APPROVED LEGEND BLINE BUILDING SETBACK MINIMUM LOT WIDTH — — POE POINT ON BOUNDARY — CENTERLINE PCC POINT OF COMPOUND CURVATURE — — RIGHT OF WAY LINE POC POINT ON CURVE X PROPOSED ELEVA110N OR PD OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 'Al DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE LB LAND SURVEYING BUSINESS PI DENOTES POINT OF INTERSECTION LS LAND SURVEYOR PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL (P) PER PLAT A/C AIR CONDITIONER (M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD SO, FT. SQUARE FEET PB PLAT BOOK NG NATURAL GRADE R RADIUS R/W RIGHT-OF-WAY PGS PAGES AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426- 79 79 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL 'OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4 -;Z-o3 1 VX MLLIAM R. MUSCATELLOJR. PE ,. FOARN 190A-2001 ✓ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs -, Residential Whole Building Performance Method A Project Name: 2509 LMR O Builder: CENTEX-FOX & JACOB: Address: //,I' 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 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (W) 2509 W c_ N/A _ 7. Glass area & type _ a. Clear - single pane 258.0 It' - 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 ftz _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ftz b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) It _ c. N/A _ i b. Raised Wood, Adjacent R=11.0, 399.0ft2 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 ftz EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 310.0 W _ b. N/A _ c. Frame, Wood, Exterior R=11.0, 1176.0 fe 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 W _ 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 MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 31902 PASS Total base points: 35706 1-hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BYE DATE: APR 3 0 2003 tI hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT.-`tom DATE: APR Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 04TKE STgpA `,QDWE � EnergyGauge® (Version: FLRCSB v3.2) I FORM 600 A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 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 4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ,, FORM 60OA-2001 a SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 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 v EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v32 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details r � = Y 10 I ADDRESS: , , , PERMIT #: I 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 WALLTYPES 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 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 a FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details 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 1 9862.2 1.00 1.150 0.402 1.000 4555.7 J EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 IMFORNA 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 20833 4617 10256 35706 16851 4556 10495 31902 II1II111II���-i �.. �II��IIIIIIIIIIIIIIIIII � , EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 y FOR&A 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details J 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 OTHFR PRFSCRIPTIVF MFASIIRFS lmuct ho mat nr pxrpartad by all racirtanrac 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. EnergyGaugelm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL DISPLAY CARD I ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. VTTT�.--� 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 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5_ 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 _ ;+ b. Raised Wood, Adjacent R=11.0, 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=l 1.0, 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 _ 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) O& THE ST4T� in this home before final inspection_ Otherwise, a new EPL Display Card will be completed _ _ 0 based on installed Code compliant features. Builder Signature: Date: �PQ 0,200 d Address of NewHomeJ/5 BRISTOL FOREST TR. City/FLZip: LAKE MMROE/32747 ld,Fo � *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 qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating_ Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCSB v3.2) Des' n`Informatlon . Weather: Odando AR FL , US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Buying heat loss 36350 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36350 Btuh Infiltration Method Simplified CConshiction quality Average Replaces Area ft Heat_ing Cooling Volumz 2509 25(19 e (" 20072 20072 Air chanqesfiour 0.70 0.40 Equiv. A (dm) 234 134 Heating Equipment Summary M" d*UROL Trade Summer Design Conditions Outside db 93 'F Inside db 75 °F Dew TD 18 °F Daily range M Relative humidity 50 Moisture ddference 43 grAb Sensible Cooling Equipment Load Sizing Structure 29386 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 °F Use Mfg. data n Rate(swing multiplier 0.98 Total sees. equip. bad 30253 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 3946 Btuh Total latent equip. bad 7538 Btuh Total equiprmt load 37791 Btuh Req. total capacity at 0.70% SHR 3.6 ton Cooling Equipment Summary Male JN4 TROL Trade Efficiency 7:8 HSPF Efficiency_ 120 EER Heating output 0 Btuh @ 47°F Latent cooling 12450 Btuh Heatinnqq temp rise 0 'F Total cooling 41500 Btuh Actual -heating fan 1400 cfm Actual cooling fan 1400 cfm Heating air flow factor 0.039 cfndBtuh Cooling air flow factor 0.048 dnvBbuh Space therrnoslat Load sensible heat ratio 80 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wn!jhtsoft 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 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 Bl uh 3. wnter infiltratan HTM 8243 Btuh / 296 ftZ Total window = 27.8 Btuh/ftz 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 bfiltration bad 1.1 x 134 cfm x 18 °F SummerTD = 2650 Btuh 3. Summer infiltration HTM 2650 Btuh / 296 ft2 Total window = 9.0 Btulff and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 134 cfm = 3946 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sting bad Sensible ventilation bad 1.1 x 75 cfm vent x 18 °F SumrwTD = 1485 Btuh Sensible bad fix structure (Line 19) + 29386 Bhah Sum of ventilation and structure bads = 30871 Btuh Rating and temperature swing mufbpfier x 0.98 Equipment sting 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 Internal bads = 230 Bht x 6 people + 1380 Btuh Infiltration bad Fran Procedure C + 3946 Btuh Equ pment sting bad - latent = 7538 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout cedifiied by ACCA to meet all requirements of Manual J 7th Ed. ,S�wr-i9htsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 ACCK E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2509 8.28.01 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/LIV/FOY 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 54A 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 wroghrtsoft Right -Suite Residential- 5.5.06 RSR26014 ,(�j E:1FileslflFox & Jacobs 20021250912509.rsr 2002-Apr-03 16:42:13 Page 1 RIGHT-J WORKSHEET Entire House T DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANI )AL,L 74r Ed 1 Narnedroan Enfire House FAMILY PDR N00KJQiCFEN 2 Lengfideposedwal 323.0 It 54.0 ft 4.0 ft 34.0 ft 3 Romcirnaisons 17.0 x 15.0 ft 4.0 x 8.0 ft 24.0 x 11.0 It 4 Ceiixgs Condit. Option 8.0 9 healkool d 8.0 ft heetbool 8.0 It tee" 8.0 ft healk:od TYPE CF CST HT M Area Load (Bhh) Area Load (Bhh) A. Load (Bhh) Area Load (f k4 DFOSLFE NO. Htg Clg (ft) Htg Clg W) Hhg Clg (M Htg CIg ( ) Htg I Cl9 5 Gross a 14B 4.E 21 5yllwed b 13C 3 1. - - 1 "" "" ""' 0 ".. vrab and c 12C 2 l.S 1283 ""' "" "" "" "" "" 0 partitions d Of 0. ,,. «,. «,. ... «. «» 0 e Of 0 .,,, «.. ,, . ,,.. ,.. , ,, 0 f0. 0. "" 0 " ` "" 0 6 Wrdansard a 1C 37. 21 Im - 1183 "" - 10 glass doors b 8C 37. 1478 - 0 " ' 40 1478 ti-fixg c 9C 38. 0 "" .- 0 0 d 0. "" 0 "" ,... 0 0 e 0. 0 '" 0 0 f 0. "" 0 "" "" 0 0 7 WiYbArsad North 0. "" 0 0 - "" 0 "" glass doors NEiMN 0. "" 0 "' 0 0 " Cooling ENV 54. 22a 12294 32 1741 C 50 272D S65W 0. "" 0 0 "" 0 0 "" South 30. "" 973 0 0 "" 0 "' Ho¢ 0. "" 0 0 0 "" 0 " 8 Ottrerdoors a 11A 18. 12 717 484 18 340 229 0 0 b 11A 18. 12 0 0 0 0 c 0. 0. 0 0 0 0 0 9 Net a 14B 41 21 81 369E 1651 240 1106 494 0 222 1023 457 eposed b 13C 3 1 31C 977 363 IQ 447 166 a 101 31 0 0 walls and c 12C 2 tE 117E 3397 2286 0 C 0 0 0 partitions d Of 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 f 0. 0. 0 0 0 0 0 10 CeiGrgs a 16G 1.1 1.4 1741 1838 2413 0 0 264 Z!0 b 0. 0. 0 0 0 0 c 0. 0. 0 0 OI 0 0 d 0. 0. 0� 0 0 0 0 e 0. 0. 0 0 0 0 f 0. 0. 0 0 0 0 11 Floors a 22A 25. 0. 162 4199 0 54 1400 1 34 a (Nolo: room b 19G 1.0. 399 453 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 dpg� is d 0. 0. 0 0 0 0 forstab a 0. 0. 0 0 0 0 floors) f 0. 0. 0 0 0 0 12 Infiltration a 27. 9. 8243 2650 1392 448 50 1 13 SrhLotal loss=fir$.+11+12 ... ..» , » 5 , .. „» 5423 ,... A Less aanal heafi g , .. ».. , » .. »» . ,. «» 0 . . Less transfer,, , ..» .... ... .... , ,. „» 0 14 Dud loss 10' 3305 - 1o/ 87 5 10'/ 10°/ 542 15 Total loss =13+14 16 Int. gains People @ 300 61800 4 - 1200 0 - 0 " 1200 1800 - 1 "" 120D 17 Subk l RSH c 7+8�+12@16 "" �714 4278 ""` - "" "" 5191 Less edm-d coolirg 0 0•,,• ,••• ,••• , ,• Less harder ,«, „» 0 , » ,• , •••• ,,,• , » ,• Cooling redistribution 0 "" '"" "" "" "" 18 Duct gain 10' - 2571 1�/ "" 421 10'/ "" 10% "" 51 19 Total RSHgair=(17+18)'PLF 1.00 - 29396 1D0 4706 1JJ0 "" 41 1A0 "" 57101 2D Air requved 011) 1400 1400 249 224 "" ""ml PrR11:0Ut cef bW by ACCA 1b fTlea A fegt. mnerfs Of Mwx d J 7th Ed. wrrtgl t,tsoFt Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 14C*Ck E:\Fileslf\Fox 8 Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2509 8.28.01 rvrvver+� r I 1 Namedrocm LDY DIM N/FOY MSTR. BR MBTH/WIC 2 leng ideposedvd 6.0 ft 64.0 ft 40.0 ft 30.0 ft 3 Rocmdnadors 16.0 x 6.0 ft 19.0 x MO ft 21.0 x 19.0 ft 13.0 x 16.0 ft 4 Cabgs Condrf.Oplion 8.0 1 hee" 8.0 ft hedwood 8.0 ft heallood 8.0 ft i healood IYFE OF I CST HTM Arm Load (Tjhh) Area Load (Bhh) Area Load W) Arm Load W) EXPOSURE W. Htg CI9 (fl� Htg Clg ( Htg I Clg (fF) Htg C19 (ft) Htg CI9 5 Gross a 14B 4.E 21 4 0 - - 0 - - Fposed b 13C 3 1 "" 136 0 - - 0 - - weh and c 12C 2 1. "" "" 32D - - 240 - - Pat- d 0. 0.0 0 - - 0 - - e 0. 0. ""' "" "" " ' "" "" 0 - - fOf O.0 0 ""' "" "" "" 0 - - 6 WFdNsard a 1C 37. "" 6! - 11 - 0 -" glass doors b 8C 37. " 0 "" - 0 - Hea6g c 9C 38. "" 0 - 0 0 - d 0. "" "" "' 0 0 e 0. 0 0 0 If 0. "" 0 0 7 V16dous ad North 0. 0 0 - 0 0 - glass doors NEMW 0. 0 0 - 0 0 - Cooing EMf 54. "" 0 32 - 17941 - 1741 0 "" SGSW 0. 0 0 - 0 "" 0 - South 30. 0 32 - 973 0 "" 0 - Horz 0. 0 - 0 - 8 Other doors a 11A 18. 12 0 0 378 255 0 0 b 11A 18. 127 0 0 0 0 0 0 0 c 0. 0.0 0 0 0 0 0 0 9 Net a 14B 4. 21 4E 221 90 29e 1346 601 0 0 0 0 eposed b 13C 3 1 0 136 428 150 0 0 0 0 Vk& and c 12C 2 iwE 0 0 0 0^I 286 829 560 240 691 467 pa anions d 0. 0. 0 0 ul 0 0 e 0. 0. 0 0 0 f 0. 0. 0 1 0 0 0 0 10 Ceilings a 16G 1. 1. 0 0 0 399 421 20B ZD 298 b 0. 0. 0 0 0 0 0 0 0 c 0. 0" 0 0 00 0 0 0 d 0. 0. 0 0 0 0 0 0 e 0. 0. 0 0 0 C 0 0 f 0. Of 0 0 0 0 0 C 0 0 11 Floors a 22A 25. 0. 156 0 64 1659 0 0 0 n om (Ndmor b 19G 1. 0. 0 0 0 399 0 0 c 0. 0. 0 0 0 0 is ddiissppl. d 0. 0. 0 0 0 00 0 0 for stab a 0.( R 0 0 0 0 0 floes) f 0. 0. 0 0 0 0 0 12 hWation a 27.E 9.0 0 0 84 2339 7E21 32 891 296 0 13 Sublotalloss=6+8_+11+12 "" w - - 8515 "" 3M - - 911 - Less e4arnal hung 0- «» - - 0 ' " Less transfer «» - - 0 „„ .,- 0 „„ Hag redstrbution «. «. - - 0 «.. 14 Dud loss 101/1 38- 1(F/ 8m1(1/ 378"" 10% 15 Total loss =13+14 414 '" "" 9367 - 41Eq 1002 " 16 Int gars. People @ 300 0 1 - 300 1 " 0 - @6 1200 1 0 0 17 Subbt RSH garF7+� «» ., . � ,.» �0 11 - - 344C .. , Lessekrm0006x3 - - 0 `' - - - Less trader - - 0 "" - 0 - - " Cooling redsbbhon - - 0 , » - 0 - - •», ,••• 18 Dud gain 10' - 70 1(y/ - 478 1U/1 - 10°/ - 19 Total RSH c�17+18)'PLF 1.00 7� 1.00 - 5293 1.(l0 1.00 - 20 Air required (cfn) "" 1 37 "" 361 251 - 1 1 - R nW cent fled by ACCA tD n-)ff-t as requirements of Manual J 7th Ed. wrrgF rtsOlFt Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 'gyp` E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 2 f 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 r MANINL Y.71it Ed.1 Narnedmm BDRM2 BDRTW BTH2 BDRTMGMAER RIM 2 LayArdepasedM 15.0 ft 28.0 ft 6.0 ft 420 ft 3 Roandrr"dom 15.0 x 17A ft 13.0 x 15.0 ft 16.0 x 6.0 ft 18.0 x 18.0 ft 4 Ce&gs CarcYOption 8.0 1 h." 8.0 ft heeVcool &0 ft tea" &0 ft hisAcol TYF£OF CST HTM Area Load W) Area laid W) Area load (Rhin) Area Load W) Dff�1RE ND: Htg CkJ �� Htg Clg ( Htg CkJ ��) Htg Clg (� Htg Clg 5 Gross a 14B 41 21 C"" ""` "" "" 0 Eposed b 13C 3 1 "" "" "" ' ,' "" 0 vuls ad c 12C 2 1. 120 4E"" "" 336 partitions d Of Of "" "" ".` "" 0 e Of O.0 fOf 0. ,.» ,,. 6 Wixbnsand a 1C 37. IE 511 "" 16 Ill "" "" 48 1774 glass doors b 8C 37. ,• , ,, 0 C,,•• •••• 0 0, •• Healing c 9C 383 0 C"" "" 0 () e 01 0 0 0 f0. «,. ,,.. ,,,. 0 ..» 7 Wrd>rsard North 0. 0 0 "" 0 0 glass doors NEWW 0. 0 0 0 0 CooBg ENV 54. 1 "" 870 16 "" 870 48 2511 SESW 0. "" 0 0 0 Safi 30. 0 0 0 Harz 0. "" 0 0 0 "" 0 " 8 Oberdoors a 11A 18. 12 0 0 0 b 11A 18. 12 0 0 0 c c 0. 0.10 0. 0 0 0 9 NA a 14B 4.E 21 0 0 0 0 0 0 0 eposed b 13C 3 1 0 0 0 0 0 0 0 � c 12C 2 1. 104 300 2(12 20B 590 404 1 298 829 561 part�as d 0. 0. a 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 10 CeTrgs a 16G 1. 1. 256 269 353 195 296 270 101 1 324 312 44 b 0. 0. 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 , e 0. 0. 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 11 Floors a 42A 25. 0. 0 0 0 0 0 (Nob: foorn b 19G 1.10. 0 0 0 0 c 0. 0. 0 0 0 0 sdd pLr d 0. 0. 0 0 0 0 forslab a 0. 0. 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 12 Irfilration a 27. 9. 1 446 143 16 446 143 48 1331 13 SubWbss�+8.+11+12 "" 1606 "" 1842 "" "" "" - Less exerr>al heating ..» , . „» ..» . ,. ,,,. „» 0 .,.. Less harmer ,.. ,.. «» ,.» .. «„ . » .», redistribution ,... . » .... ,.» 0 14 Dud � 10° 161 "" 10'/ 184 "" 19/ "" 10 % " 15 ToW bss =13+14 1766 "" 21p6 "" "" 264 "" 4711 16 Int. gains People @ 300 "" 0 0 0 0"" 0 1200 0 0 "" 0 "" 0 "" 17 Srbtat RSH g i-7+8-+1+12@16 "" 1569 •••• •»• 168B •«. «» Zro«» ,.»4050 Less exbrnAcooling • « ,, , 0 • , «» ,,, ,, »« Less transfer . ,. .. 0 , , , .. ... .. , .. Cooling redistribution « . 0 , , .,. ,.,. ,. .. .... 18 Dud gain 101 - 157 19/1 - 169 1(F/ "" 10°/ "405 19 ToWRSHgai=(17+18)'PLF 1A0 - 1726 1A0 - 1857 1A0 1A0 2 ""14 20 Ai required (rain) 82 ffi "" 1 1 181 21 Pru W certified by ACCA b me`at aB requirements Of Manual J 7th Ed. wrrfghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 gyp` E:\Files\f\Fox & Jacobs 2002\2509\2509.rsr Page 3 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndf1sk/3-31-3 53906900 FT1 FTOOR 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215. Jeff Kerr 5.000 s Feb 20 2003 MlTek Industries, Inc. Sat Apr 19 11:55:24 2003 Page i i Scale - 1:34. 30 FP= A a c D E F G H 1 J K L M N 0 P 0 R Tl TO K 1 Ell Ell di 1 1 1 1 L 1 1 1 1 1 1 1 A q Y 3x4 = 3x6 FP= 3x4 = 20-10-8 20-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/dell 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 Well = 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 Not 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=29/20-10-8, AI=147/20-10-8, AHm147/20-10-8, AG-147/20-10-8, AF-147/20-10-8, AEm147/20-10-8, AD=147/20-10-8, AC=145/20-10-8, AAm145/20-10-8, Z-147/20-10-8, Yn147/20-10-8, 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 HorzAJ=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-13=-6, B-C=-6, C-D=-6, D-Ea-6, E-17=-6, F-G=-6, G-H--6, H-1=-6, I-Jm-6, J-K=-6, K-L--6, L-M=-61 M-Ns-6, N-0=-6, O-P=-6, P-Qm-6, Q-R=-6 BOT"CHORD AI-AJ=O, AH-AI=O, AG-AH=0, 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 Ya6, W X=6, V W=6, U-V=6, T-Ua6, S-T=6 WEBS" B-Al=-133, C-AH--134, D-AG=-133, E-AFs-133, F-AE=-133, G-AD=-133, H-ACs-133, J-AA=-133, K-Za-133, L-Ym-133, M-Xm-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 thair 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 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: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT1 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2nci lsk/3-31-3 s 53906900 FT1 FLOOR 1 1 universal Forest ProauctS,Inc., tlunington, NL; zizio, Jeri Kerr i A B C D f T a.uw s reo cu cuw i i en uwusu RMS me a01 MPI I a 1 .JJ.G GVW . -tj- . 3x6 FP= F G H I J Scale =1:35 _ r _ AJ Al AH AG AF AE AD AC AS AA 2 Y X W V 3x4 = 3x6 FP= Studs @ 16" O.C. 20.10-5 20-10-6 Werall Truss Height: 1-4-0 ,ONNECTORS 361R20-1.5x3 4/TL20-3x4 4/TL20-3x6 U T S 3x4 = Qty:1 Span: 20-10-3 Slope: 0.00112, 0.00112 Overhang: 0-0-0, 0-0-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 2-" o.c. Weight: 92 lb Board Feet: 54.67bft Last saved: April 19, 2003 NCME,Sates are 1.5x3 TL20 unless otherwise Indicated. 1) c=«« (:HUHUS »»== 5 .L:UI=yU 90.0 4X2 90.0 No.2 SYP (2) Bi OL:9-11-12 CL:9-11-12 LS:9-11-12 (1) T2 01-:10-7-12 CL:10-7-12 LS:10-7-12 1 B2 01-:10-10-12 CL:10-10-12 LS:10-10-12 --«« WEBS »»==(S .Cut=90) PIECE: W1, W1 Qty. 2 90.0 4 X 2 90.0. No.3 SYP - 2' 01-1-1-0 CL:1-1-0 LSA-1-0 ==«« U 1 HLHS »»—=1Sq.UUt=yU PIECE: BLi, BLi Qty. 2 90.0 4 X 2 90.0 No.3 SYP.- 2' OL:0-11-0 CL:0-11-0 LS:0-11-0 PIECE: STi, STi, ST1, ST1, STi, ST1, ... Qty.15 90.0 4 X 2 90.0 No.3 SYP - 2' 01-:1-1-0 CLA-1-0 LSA-1-0 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 Job Truss Truss Type Qty Ply Centex-Orland ol2509 2ndfjsk/3-31-3 _ 53906900 FT2 FLOOR g 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC • , err 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:25 2003 Page 1- I 11-- 3-0 � i I 1I- 4-8-i 3x4 = 3x5 = 3x6 FP= 3x4 = 1.5x3 II 3x4 = a r- n F F a Scale _ 1 50 = 3x4 = 3x4 = 34 = 1.5x3 = H 1 J K Y 3x4 = 5x5 = 3x5 = 3x4 = 3x4 = 1.5x3 II 3x10 M11118H FP= 3x4 = 3x5 = 5x5 = 3x4 = 3x4 = 1-6-0 1 4-0-0 1 6-6-0 9-0-0 10-7-8 11-10-814-4-6 1 16-10-e 19-4-8 20-10-8 20-10-e Plate Offsets (X,Y)• (A•Edge 0-1-8), [G•0-1-8,Edgel, [K:0-1-8,Edgel, jS:0-1-8,Edge) ' 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) 0.10 L n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min hdeft - 360 Weight:108 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-3-11 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size), L-112810-3-8, W-112810-8-0 FORCES (lb) - First Load Case Only TOP CHORD W-X=-1122, A-X=-1121, L-Y--1123, K-Y--1121, A-B--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 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-0--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 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' oveming 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: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT2 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndisW3-31-3 53906900 FT2 FLOOR. 9 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Sat Apr 1911:55:25 2003 Page 1 111=s 0—� �1 { Scale =1:35. 5x4 = 3x4 = 5x4 = 1.5x3 = 3x5 = 3x6 FP= 3x4 = 1.5x3 11 3x4 = 3x4 = 3x4 = 3x5 = 1.5x3 = A B C D E F G H I J K X ' L�lz 1 Y W V U T S R Q P O N M L 3§b- pMl= 3x5 = 3x4 = 3x4 = 1.5x3 11 3x10 MI118H FP= 3x5 = 5x5 = 3x4 = 3x4 = 3x4 = 1-6.0 , 4-D-0 6-6-0 9.0-0 , 10.7-8 , 11-10-8 , 14-4-8 , 16 10-a 19-48 , 2010-8 , 2D•10.8 Overall Truss Height: 1-4-0 Plate Offsets X A:Ed a 0-1-8 G:0-1-e Ede K:0-1-8 Ede S:0-1-e Ed e CONNECTORS 72rrL20-1.5x3 198/TL20-3x4 72rTL20-3x5 18/TL20-3x6 35rrL20-5x4 36/TL20-5x5 18/M1118H-3x10 Qty: 9 Span: 20-10 8 Slope: 0.00112, 0.00/12 Overhang: 0-0-0, 0-0-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 2-0-0 o.c. Weight: 108 lb Board Feet: 516.00bft Last saved: April 19, 2003 CHORDS »»==(S .Cut=90 90.0 4 X 2 90.0 No.2 SYP (9) T1 OL:5-11-12 CL:5-11-12 LS:5-11-12 9 T2 01-:14-7-12 CL:14-7-12 LS:14-7-12 90.0 4X2 90.0 1 SS SYP (9) B2 OL:7-11-12 CL:7-11-12 LS:7-11-12 9 Bi 01-:12-10-12 CL:12-10-12 LS:12-10-12 WEBS »»--(S .Cut=90) PIECE: W1, W1, W1, W1 Qty. 36 90.0 �4 X 2 90.0 No.3 SYP - 2' 01-1-1-0 CL:1-1-0 LS:1-1-0 PIECE: W2, W2, W2, W2, W2, W2, W2, Wg;r_135 49.1 40.9 4 X 2 40.9 No.3 49.1 01-:1-7-14 CL:1-7-14 LS:1-6-5 «« OTHERS »»— S .Cut=90 PIECE: 131-1, BL1 Qty. 18 90.0 4 X 2 90.0 No.3 SYP - 2' OL:0-11-0 CL:0-11-0 LS:0-11-0 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 1 Fi Job Truss Truss Type JQly Ply Centex- Orlando/2509 2nd/jsk/3-31-3 , 53906900 FT3 FL�i�� 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 11:55:25 2003 Page 1- scale _ 1 B C D E F O H I J K 3x4 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) ' I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a T120 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 L ' n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 360 Weight: 58 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) V-52/12-10-0, L-27/12-10-0, U-148/12-10-0, T-147/12-10-0, S-147/12-10-0, R-147/12-10-0, Qa147/12-10-0, P=147/12-10-0, 0=145/12-10-0, N-153/12-10-0, M-113/12-10-0 FORCES (lb) - First Load Case Only TOP CHORD V-W--48, A-W=-48, L-X--21, K-X--21, A-B=-5, B-C-5, C-D=-5, D-E=-5, E-F= 5, F-G=-5, G-11=75, H-1= 5, I-J=-5, J-K--5 BOT CHORD U-V-5, T-U-5, S-T=5, R-S-5, Q-R-5, P-Q-5, O-P-5, N-0-5, M-N=5, L-M=5 WEBS B-1.1-133, C-T--134, D-S=-133'. E-R=-133, F-Q--133, G-P-134, H-0=-132, I-N=-139, J-M--107 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 responsibilitl for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard `Customer No: 11045 Customer Name: CENTEX HOMES -ORLANDO Shop No: 53906900 Contractor/Job: 2509-2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT3 Job Truss Truss Type Qty Piy Centex-Oriando(2509 2ndgsW3-31-3 53906900 F173 FLOOR 1 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Sat Apr 1911:55:25 2003 Page 1 Scale = 1:21. A B C D E F G H I J K 71 Xc 1 Sam SOME=, Em 3x4 = Studs @ 16" O.C. 3x4 = 12-10-0 12-IM Overall Truss Height:1-4-0 CONNECTORS 44rrL20-1.5x3 4rn 20-3x4 Qty:1 Span:12-10-0 Slope: 0.00/12, 0.00/12 Overhang: 0-0-0, 0-0-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 2-" o.c., Weight: 58 lb Board Feet: 36.00bft Last saved: April 19, 2003 NOWIEPates are 1.5x3 TL20 unless otherwise Indicated. 1) «<< CHORDS »»—= S .Cut=90 90.0 4 X 2 90.0 No.2 SYP (1) Ti 01-:12-7-0 CL:12-7-0 LS:12-7-0 1 61 01-:12-10-0 CL:12-10-0 LS:12-10-0 =_«« WEBS »»== S .Cut=90 PIECE: W1, W1 Qty. 2 90.0 4 X 2 90.0 No.3 SYP - 2' 01-:1-1-0 CLA-1-0 LSA-1-0 ==«« OTHEFiS »»==(Sq.L:ut=yu) PIECE: BL1, BL1 Qty.2 90.0 4 X 2 90.0 No.3 SYP - 2' OL:0-11-0 CL:0-11-0 LS:0-11-0 PIECE: ST1, ST1, ST1, ST1, ST1, ST1, ... Qty. 9 90.0 4 X 2 90.0 No.3 SYP - 2' 01-:1-1-0 CLA-1-0 LS:1-1-0 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:53906900FT3 R Job Truss Truss Type Qty Ply Centex- Orlando/2509 2nd/jsk/3-31-9 - 53906900 FT4 FLO 1 1 Job Reference o tionai Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Sat Apr 19 11:55:26 2003 Page f 130 , 120 , Scale 1:11. 1.5x3 = 3x4 = 3x4 = A 3x4 = B C 30 = D 1.50 = FF 4 wi wi 1 FV1 L L 3x4 = 1.5x3 11 1.50 II 3x4 = H O F E 3x4 = 30 = 1-6-0 , 2-9-0 , 4-2-0 , 5-5-0 , 6-11-0 6-11-0 Plate Offsets X Y : B:0-1-8 Ed a C:0-1-8 Ed a 13:0-1-8Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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 W13 0.14 Horz(TL) 0.00 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defi = 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-13 -283, B-C=-530, C-D--283 BOT CHORD I-J=18, H-1=530, G-H=530, F-13=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 (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 2ncgsW3-31-3 53906900 FT4 FLOOR 1 1 Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 1911:55:26 2003 Page 1 1-3-0 , 1-2-0 , Scale =1:11. 1.5x3 = 3x4 = 3x4 = A 3x4 = g C 3x4 = p 1.5x3 = IC \ZFFT-F 4 L L Bi 3x4 = = a1 R i H G F3x4 1.5x3 11 1.5x3 11 3x4 = 3x4 = 1-&0 2-" 4-2-0 6.11-0 Overall Truss Height: 1-4-0 Plate Offsets X B:0-1-8 Ede C:0-1-8 fd a 1):0-1-8 Ed e CONNECTORS 8/fL20-1.5x3 16/TL20-3x4 Qty:1 Span: 6-11-0 Slope: 0.00/12, 0.00/12 Overhang: 0-0-0, 0-" Loading: 40.0-10.0-0.0-5.0 Spacing: 24)-0 o.c. Weight: 39 Ib Board Feet: 24.00bft Last saved: April 19, 2003 CHORDS »» ==(S .Cut=90) 90.0 43(2 90.0 No.2 SYP (1) Ti OL:6-8-0 CL:6-8-0 LS:6-8-0 1 131 OL:5-11-0 CL:6-11-0 LS:5-11-0 WEBS »»�--(Sq.Cut=90 PIECE: W1, W1, W1, W1 Qty.4 90.0 4 X 2 90.0 No.3 SYP - 2' OLA-1-0 CL:1-1-0 LS:1-1-0 PIECE: W2, W2, W2, W2 Qty. 4 49.1 4 X 2 40.9 40.9 No.3 49.1 OL:1-7-14 CL:1-7-14 LS:1-6-5 ==«« OTHERS »»==(S .Cut=90) PIECE: BL7, BL1 Qty. 2 90.0 4 X 2 90.0 No.3 SYP - 2' I OL:0-11-0 CL:0-11-0 LS:0-11-0 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 City Ply Centex-Orlando/2509 2ndrsk/3-31-3 _ 53906900 FT5 FLOG, 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlin on, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Sat Apr 19 11:55:26 2003 Page f i 5x4 = 1.50 = 3x4 = A 8 I W I OF 1 3x4 = 3x4 = 3x6 FP= 1.5x3 II 1.5x3 II 3x4 = 3x4 = C O E F a H 1 scale: 5x4 = 3x4 = 1.5x3 = J K inn W ►Z� 3x4 = 5x5 = 3x4 3x4 = 3x4 = 3x4 = 3x4 = 3x10 M1118H FP= 56 = 3x4 = 3x4 = i 1-6-0 1 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 Ed a R: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 0.38 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) 1st LC LL Min Vdefi - 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--1028, A-B--1057, B-C=-2631, C-D--3604, D-E=-3604, E-F--4051, F-G=-4051, G-H--40511 H-1=-3604, I-J=-2631, J-K--1057 BOT CHORD U-V-53, T-U=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, 1-N--854, I-P=498, H-P=461, H-Q=158, F-R--90, G-Q--90 NOTES (3) 1) All plates are TL20 plates unless otherwise Indicated. i 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 responslbllit 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: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT5 - 1 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndrsk/3-31-3 53906900 FT5 FLOOR 1 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 Mrrek Industries, Inc. Sat Apr 1911:55:26 2003 Page 1 �3� a� 1 Scale _ 1:32. 5x4 = 3x4 = 1.5x3 11 5x4 = 1.5x3 = 3x4 = 30 = 3x6 FP= 1.50 II 3x4 = 3x4 = 3x4 = 1.54 = A B C D E F G H I J K WB Nil 1 X r V U T S R Q P O N M L 3x4 = 5x5 = 3x4 = 3x4 = 3x4 = 3x4 = 3x10 M11181-1 FP= 5x5 = 3x4 = Seat Plate 3x4 — 3x4 — Seat Plate 1-6-0 440-0 6-6-0 9-0-0 10-2-0 1246-0 15-2-0 17-8-0 19-2-0 19-2-0 Overall Truss Height:1-4-0 Plate Offsets X A:Ed a 0-1-8 K:0-1-8 Ed a Q:0-1-8 Ed a R:0-1-8 Ed e CONNECTORS 8/TL20-1.5x3 28/TL20-3x4 2/TL20-3x6 4/TL20-5x4 4/TL20-5x5 2/MIL18H-3x10 Qty: 1 Span: 19-2-0 Slope: 0.00/12, 0.00/12 Overhang: 0-0-0, 0-0-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 240-0 o.c. Weight:100 lb Board Feet: 53.33bft Last saved: April 19, 2003 -<«< CHORDS »»—=(S .Cut=90 90.0 4 X 2 90.0 No.2 SYP (1) B2 OL:5-2-4 CL:5-2-0 LS:5-2-4 (1) Ti OL:6-11-0 CL•6-11-0 LS:6-114 (1) T2 OL:11-11-12 CL:11-11-12 LS:11-11-12 1 B1 OL:13-11-12 CL:13-11-12 LS:13-11-12 WEBS »»—=(S .Cut=90) PIECE: Wi, W1, W1, W1 Qty. 4 90.0 4 X 2 90.0 No.3SYP-2' 01-1-1-0 CL:1-1-0 LS:1-1-0 PIECE: W2, W2, W2, W2, W2, W2, W2, WE".14 49.1 40.9 4 X 2 <::No.3 SYP - 2' 49.1 40.9 01-:1-7-14 CL:1-7-14 LS:1-6-5 «« OTHERS »»—= S .Cut=90 PIECE: BL1, BL1 Qty.2 90.0 SX 90.0 No.3 SYP - 2' OL:0-11-0 CL:0-11-0 LS:0-11-0 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:53906900FT5 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndfjsk/3-31-3 - 53906900 FT6 FLQ 3 1 Job Reference (optional) Universal Forest Products,lnc., Burl gton, NC 27215, Jeff Kerr 5.000 s .Feb 20 2003 MlTek Industries, Inc. Sat Apr 19 11:55:27 2003 Page 1- i I 1f-33-0 i i i 5x4= 3x4 = 1.5x3 = 3x4 = 3x4 = 3x6 FP= 1.5x3 11 1.50 II 3x4 = 3x4 = scale:: 5x4 = 3x4 = 1.50 = J K w u T s R a P O N M 3.4 = 5x5 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x1U M1118H FP= 56 = 3x4 3x4 = 1-6-0 4-0-0 , 6-6-0 9-0-0 , 10-2-0 , 12-8-0 L_ 15-2-0 17-8-0 , 19-2.0 , 19-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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) 1st LC LL Min I/deft - 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=1034/0-3-8 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,.&F=-4051, F-G=4051, G-H=4051, H-1--3604, 1-J--2631, J-K=-1057 BOT CHORD U-V=53, T-U=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-Um-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-Pa-461, H-Q-158, F-Ra-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. 4 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 responsibllftl 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 A 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:53906900FT6 Job Truss Truss Type Qty Ply Centex-Oriando/25092nd)jsk/3-31-3 - 53906900 FT6 FLOOR 3 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Sat Apr 1911:55:27 2003 Page 1- 1— Scale _ 1:32. 5x4 = 3x4 = 1.5x3 11 5x4 1.5x3 = 3x4 = 3x4 = 3x6 FP= 1.5x3 11 3x4 = 3x4 = . 3x4 = 1.5x3 A B C D E F Q H Ti I J K T2 W 17N 1VA 1.1 X q NL V U T S R Q P O N M L 3x4 = 5x5 = 3x4 = 3x4 = 30 = 3x4 = 3x10 M1118H FP= 5x5 = 3x4 = Seat Plate 30 = 3x4 = 1 6-0 4-0-0 , 6 6 0 , 940.0 10-2.0 , 1241-0 , 15-2-0 _ _ _ 1_ 1746.0 19-2-0 , 19.2-0 , Overall Truss Height: 1-4-0 Plate Offsets X A:Ed a 0-1-e K:0-1-8 Ede Q:0-1-8 Ede R:0-1-e Ed e CONNECTORS 24rrL20-1.5x3 84/rL20-3x4 Ern 20-3x6 12rrL20-5x4 12lrL20-5x5 6/MII18H-3x10 Qty: 3 Span:19-2-0 Slope: 0.00/12, 0.00/12 Overhang: 0-0-0, 04)-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 2-0-0 o.c. Weight:100 lb Board Feet: 160.00bft Last saved: April 19, 2003 CHORDS »»—(S .Cut=90) 90.0 4 X 2 90.0 No.2 SYP � (3) B2 OL:5-24 CL:5-24 LS:5-24 (3) T1 01-:6-11-4 CL:6-11-4 LS:5-11-4 (3) T2 01-11-11-12 CL:11-11-12 LS:11-11-12 3 B1 01-:13-11-12 CL:13-11-12 LS:13-11-12 =_«« WEBS »»—=(S .Cut=90) PIECE: W1, W1, W1, W1 Qty.12 90.0 4 X 2 90.0 No.3 SYP - 2' 01- 1-1-0 CL:1-1-0 LS:1-1-0 PIECE: W2, W2, W2, W2, W2, W2, W2, W1t)ty. 42 49.1 4 X 2 40.9 40.9 No.3 49.1 01- 1-7-14 CL:1-7-14 LS:1-6-5 OTHERS »»—= S .Cut-90 PIECE: BLi, BL1 Qty. 6 90.0 4 X 2 90.0 No.3 SYP - 2' OLI0-11-0 CL:0-11-0 LS:0-11-0 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 Job Truss Truss Type City Ply Centex-Orlando/2509 2nsk/3-31-3 53906900 IFT7 FLOOR j 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Sat Apr 19 11:55:27 2003 Page 1- i 1� 10 , 1r 3-8 Scale - 1:26.1 5x4 = 5x4 = 1.5x3 = 3x4 = 3x4 = 1.5x3 11 3x4 = 3x4 = W = 1.5x3 = A 8 0 D EF O H ft S qq Y P. 0 N M L K 3x4 = 5x4 = 3x4 = 3x4 = 1.5x3 II 3x4 = 3x4 = 50 = 30 = 1-6-0 4-0-0 6-6-0 8-0-8 9-3-8 11-9-8 14-3-8 15-9-8 15-9-8 Plate Offsets X Y : A:Ed e 0-1-8 E:0-1-8 Ede H:0-1-8 Ed a N:0.1-B Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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) 1 st LC LL Min I/defl 0 360 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, I=849/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD Q-11 -845, A-R--844, I-S=-844, H-S=-843, A-B-851, B-C=-2025, C-Dm-2719, D-E--2719, E-F=-2622, F-Ga-2040, G-H=-846 BOT CHORD P-Qe44, 0-P=1592, N-0=2449, M-N=2719, L-M=2719, K-L=2470, J-Ka1587, 1-J=44 WEBS H-J-1091, A-P-1097, G-J--1031, 8-P--1032, G-K-629, B-0-602, F-K=-598, C-0=-590, F-Lm212, 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 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 Job Truss Truss Type Qty Ply Centex-Oriando/2509 2nd/jsk/3-31-3 53906900 ' FT7 FLOOR 4 , 1 Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 NTek Industries, Inc. Sat Apr 1911:55:27 2003 Page 1 1r-0 r 11 Scale =1:27. 5x4 = 5x4 = 1.50 = 3x4 = 3x4 = 1.50 II 3x4 = 3x4 = 3x4 = 1.5x3 = A B C D E F G H .4 R Ell 1 S P O N M L K J 3x4 = 5x4 = 3x4 = 30 = 1.5x3 II 3x4 = 3x4 = 5x4 = 3x4 = Seat Plate 1-6-0 4-M 6-6-0 , a-0-6 , 9-3.8" 11-9-8 , 14-3.8 , 15-9-8 , 15-9-8 Overall Truss Height: 14-0 Plate Offsets X : A:Ed a 0-1-e E:0-1-8 Ede H:0-1-8 Ede N:0-1-8 Ed e CONNECTORS 32rrL20-1.5x3- 88(1120-30 32 TL20-5x4 Qty: 4 Span: 15-9-8 Slope:0.00/12, 0.00/12 Overhang: 0-0-0, 0-0-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 24)-0 o.c. Weight: 83 lb Board Feet: 176.00bft Last saved: April 19, 2003 ==«« CHORDS »»==(S .Cut=90) 90.0 4X2 90.0 No.2 SYP (4) Ti OL:15-6-8 CL:15-6-8 LS:15-6-8 4 B1 OL:15-9-8 CL:15-9-8 LS:15-9-8 WEBS »»-= S .Cut=90 PIECE: W1, W1, W1, W1 Qty.16 90.0 4 X 2 90.0 . No.3 SYP - 2' OL:1-1-0 CL:1-1-0 LS:1-1-0 PIECE: W2, W2, W2, W2, W2, W2, W2, W4ty. 44 49.1,`� 4X2 40.9 40.9 No.3 49.1 OL:1-7-14 CLA-7-14 LS:1-6-5 =«<a OTHERS »»==(S .Cut=90) PIECE: BL1, BL1 - city. 8 90.0 4 X 2 90.0 No.3 SYP - 2' OL•0-11-0 CL:0-11-0 LS:0-11-0 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 Job Truss Truss Type Qty Ply Centex- Oran do/2509 2ndflsk/3-31-3 , 53906900 FG7 FLOOR f 1 Job Reference (optional) Universal Forest Producls,lnc., Burlington, NC 9M5, Jeff Kerr. 5.000 s f-eb 20 2003 MTek Industries, Inc. Sat Apr 19,14:01:14 2003 Page 1. j-- 1-1-2 -- Scale - 1:25. 3x4 II 3x4 II 5x6 11 5x6 II 3x5 II axe II 3x5 II axe 11 5xe II ` sxe 11 A a C 0 E F a H 9 Y P 0 N M L K 3x4 = .. 5x5 = - 3x5 _ 3x4 = 3x4 = 3x4 = 3x5 = '5x5 = 3x4 = 1-4-2 3-6-5 5-0-9 1 7-10-12 10-0-15 12-3-3 1i4-5-6 15=9-8 Plate Offsets X i 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/dell PLATES GRIP TALL 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 Horz(TL) 0.07 1 n/a BCDL 5.0 Code FBC2001 (Matrix) ist LC LL Min Well =360 Weight: 106lb 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.1 BOT CHORD Rigid ceiling directly applied or 10.0-0 oa bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) Q=1253/0-3-8, 1=1253/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD A-Q=-1246, H-I=-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, 1-1=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=7937, G-K=968, G-J=-1486. H-J=1610 NOTES (3) 1) Girder carries tie-in span(s)i 4-0.0 from 0-0-0 to 15-9-8 . 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 ocand 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 ANSVrPI 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) Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) . Vert: I-Q= 10.0, A-H=-15f.3 �7 Customer No: 11.045 Customer Name: CENTEX-HOMES ORLANDO Shop. No: 53906900 Contractor/Job: 2509.2ND FLR A & B Date Req:04/24/2003 Draw No 53906900FG7 Job Truss Truss Type Qty Ply Centex -Or ando/2509 2nd(jsk13 31 3 53906900 FG7 FLOOR 1 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 1914:01:14 2003 Page 1 1I 1.2 Scale-1:27.1 3x4 11 30 11 5x6 11 5x6 11 3x6 11 3x6 II 3x6 11 3x6 II 5x6 11 5x6 11 A B C DTi E F G H El 1 P O N M L K J 3x4 = 5x5 = 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 5x5 = 3x4 Seat Plate 1-4-2 3-6-5 5-8-9 7-10.12 1G-G-15 12-3-3 1456 15-9-a 15-9.8 Overall Truss Height:1-+0 Plate Offsets A:0-440-1-8 H:0-3-0 Ede H:0-040-1-8 CONNECTORS 14rrL20-3x4 4nUO-3x5 BrnM-3x6 41rL20-5x5 8(rL20-5x6 Qty:1 Span:15-9-8 Slope: 0.00/12, 0.00/12 Overhang: 0-0-0, 0-" Loading: 40.0-10.0-0.0-5.0 Spacing: 2-" o.c. Weight:106 lb Board Feet: 56.00bft Last saved: April 19, 2003 CHORDS »»==(S .Cut=90) PIECE: B1 Qty.1 90.0 4 X 2 90.0 No.1 SYP -16' 01-:15-9-8 CL:15-9-8 LS:15-9-8 PIECE: T1, T1 Qty. 2 90.0 4 X 2 90.0 No.2 SYP -16` OL:15-6-8 CL:15-6-8 LS:15-0-8 WEBS »»-= S .Cut=90 PIECE: W1, W1 Qty. 2. 90.0 0.0 4 X 2 9 No.3 SYP - 2' 01-:0-11-8 CL:0-11-8 LS:0-11-8 PIECE: W2, W2, W2, W2, W2, W2, W2, WE".14 48.7 4 X 2 41.3 41.3 No.3 48.7 01-:1-5-7 CL:1-5-7 LSA-3-15 ^=«« OTHERS »»=_-(S .Cut=90) PIECE: BLi, BL1 Qty. 2 90.0 4 X 2 90.0 No.3 SYP - 2' OL:0-11-0 CL:0-11-0 LS:0-11-0 Customer No 11045 Customer Name: CENTEX HOMES ORLANDO Shop No 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw N6:53906900FG7 - Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndrlsk/3-31-3 53906900 FT8 FLOOR 7 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Sat Apr 19 11:55:28 2003 Page 1- Scale - 1:34: 3x4 = 1.5x3 = 3x4 3x4 = 3x8 FP= 3x4 = 3x4 = 3x4 = 3x4 - 5x8 = 1.50 11 1.5x3 11 axe = H 1 J K L A a C D E F O TO AA 57< Y X w v u T S R 0 Q N M 3x4 = 3x5 = 30 = 3x4 = 1.5x3 11 1.5x3 II 3x4 = 3x5 FP= 5x5 = 3x4 11 3x4 = 3x4 = 3x4 II 3x4 = 1-6-0 , 4-0-0 , 6-6-0 , 7-9-0 , 9-0-4 , 10-34 , 12-9-4 , 15-3-4 , 16-7-12 ; 18-0-4 , 19-1 8 , 20-7.8 , 20-7-8 Plate Offsets X Y : E:0-1-8 Ede F:0-1.8 Ed a N:0-1-8 Ede 0:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.15 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) 1st 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-D, P=1576/0-3-8 Max UpliftM=-309(load case 2) Max GravM=108(load case 3), Z=817(load case 2), P-1576(load cased) FORCES (lb) - First Load Case Only TOP CHORD Z-AA--812, A-AA--811, L-M-229, A-8--809, B-C--1937, C-D--2452, D-E--2452, E-F--2523, F-G--2187, G-H--1310, H-1-160, 1-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-TQ1876, R-S-1876, Q-R=715, P-Q--1157, O-P=-1157, N-O--418, M-N-0 WEBS 1-P--1649, A-Y-1043, I-Q=1327, B-Y=7985, 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-Nm-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 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:53906900FT8 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3-31-3 53906900 FT8 FLOOR 7 1 Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20'2003 MTek Industries, Inc. Sat Apr 1911:55:28 2003 Page 1 - i Scale=1:35.1 3x4 = 3x4 — 1.5x3 11 1.5x3 = 3x4 = 3x4 = 3x6 FP= 3x4 = 3x4 = 3x4-=' 5x8 = 1.50 II 3x6 = A B C D E F G H 1 J K L Ti T9 A , A1 r Z Y X W V U T S R Q P O N M 3x4 = 3x5 = 3x4 = 3x4 = 1.5x3 11 30 = 3x6 FP= 5x5 = 3x4 11 3x4 = 3x4 = 3x4 li Seat Plate 1.5x3 II 3x4= 1-6-0 4-00 , 6-6-0 7-9-0 , 9-04 , 10.3-4 , 12-9-4 , 15-3-4 16-7-12 , 18-04 , 19-1-8 , 20-7-8 20-7-8 Overall Truss Height: 1-4-0 Plate Offsets X E:0-1-8 Ede F:0-1-8 Ede N:0-1.8 Ede O:0-1-8 Ed e CONNECTORS 70/TL20-1.5x3 224frt20-3x4 14rnI -3x5 14rn 20-5x5 42/rL20-3z6 14/TL20-5x8 Qty: 7 Span: 20-7-8 Slope: 0.00/12, 0.00/12 Overhang: 0-0-0, 0-0-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 2.0-0 o.c. Weight: 111 lb Board Feet: 429.33bft Last saved: April 19, 2003 CHORDS »»==(S .Cut=90) 90.0 4X2 90.0 No.2 SYP (7) T1 OL:6-6-4 CL:5-6-4LS:6-6-0 (7) B2 - OL:8-7-12 CL:8-7-12 LS:B-742, (7)' B1 01-11-11-12 CL:11-11-12 LS;11-11-12 7 T2 OL:13-11-12 CL:13-11-12 LS:13-11-12 WEBS »»==( .Cut=90) PIECE: W1, W1, W1, W1, W1, W1, W1, WOW'63 90.0 4 X 2 90,0 N0.3 SYP - 2' 01- 1-1-0 CLA-1-0 LS:1-1-0 PIECE: W2, W2, W2, W2, W2, W2, W2,W4V. 98 49.1 . 4 X 2 40.9 40.9 No.3 49.1 OL:1-7-14 CLA-7-14 LS:1-6-5 OTHERS »»== S .Cut=90 a PIECE: BL1 Qty.7 90.0 4 X 2 90.0 No.3 SYP - 2' OL:0-11-0 CL:0-11-0 LS0-11-0 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:53906900FTB Job Truss Truss Type. Qty Piy Centex-Oriando/2509 2ndfjsk/3-31-3 53906900 FT9 FLOOR 1 1 - Job Reference o tionaf Universal Forest Products,Inc., Burli 215, Jeff Kerr 5.000 s Feb 20 2003 Ml I ek Industries, Inc. Sat Apr 19 11:55:29 2003 Page 1- Scab -104. f. 3x4 = 1.5x3 = 3x4 = 30 = 3x6 FP= 3x4 = 3x4 = 3x4 = 3x4 = 3x6 = 1.50 II 1.5x3 II 3x6 A e 0 0 E F p H I J K L AA Z'� o 3x4 = ` 3x4 = 3x4 = 3x4 = 1.5x3 II 1.50 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 12-9A 15.3-4 16-7-12 18-0-4 1918 20-7-8 20-7-8 Plate Offsets X Y : E:0-1-B Ede F:0-1-8 Ede N:0.1-8 Ede 0:0-1-8 Ed e LOADING (pst) SPACING 2-0-0 CSI DEFL In (loc) I/dell 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 O n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min Weil 360 Weight: 111 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or B-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 (Ib/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, Ta189/20-7-8. V-f41/20-7-8, U-134/20-7-8, N=173/20-7-8, 0-98/20-7-8 Max HorzZ-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 La10 13OT 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 1-P--182, A-Y=-31, I-Q=-54, B-Y=-199, H-Q=-181, B-X=-209, H-R=-193, C-X=-192, 13-171=-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-0=-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 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 2ndtisW3-31-3 53906900. FT9 FLOOR 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 Paged I. Scale - 1.35.1 3x4 = 3x4 = 1.5x3 I 1.5x3 = 3x4 = 3x4 =_ 3x6 FP = 3x4 = 3x4 = 3x4 = 3x6 = 1.5x3 11 3x6 = A B C D E F G H I J K L Ti T9 A Z Y X W V U T _S R,' Q P O N M 3x4 = 3x4 = 3x4 = 3x4 = 1.5x3 11 3x4 = 3x6 FP= 3x4 = 3x4 11 3x4 = 3x4 = 3x4 11 1.5x3 11 3x4 = 1-6-0 4.0-0 , 6-" , 749 , 9-04 , 10-34 , 12-9-4 , 15-34 , 16-7-12 , 18-" , 19-1-8 20-7-8 Overall Truss Height: 1-4-0 Plate Offsets X E:0-1-8 Ede F:0-1.8 Ede N:0-1-8 Ede 0:0-1-8 Ed e CONNECTORS 10/TL20-1.5x3 36/rL20-3x4 8/rL20-3x6 Qty:1 Span: 20-7-8 Slope: 0.00/12, 0.00112 Overhang:0-0-0, 040-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 2-M o.c. Weight:111 lb Board Feet: 61.33bft Last saved: April 19, 2003 CHORDS »»— (Sq.Cut-90) 90.0 4 X 2 90.0 No.2 SYP (1) T1 OL:6-6.4 CL:6-64 LS:6-64 (1) B2 01-:8-7-12 CL:8-7-12 LS:8-742 (1) B1 OL:11-11-12 CL:11-11-12 LS:11-11-12 - 1 T2 01-:13-11-12 CL:13-11-12. LS:13-11-12 «« WEBS »»—_(S .Cut=90) PIECE: W1, W1, W1, W1, W1, Wi, W1, W1Pt9 90.0 4 X 2 �j 90.0 No.3 SYP - 2' 00-1-0 CLI-1-0 LS:1-1-0 PIECE: W2, W2, W2, W2, W2, W2, W2, W94.14 49.1 40.9 4 X 2 �� 40.9 No.3 49.1 OL:1-7-14 CL:1-7-14 LS:1-6-5 OTHERS »»==_-S .Cut=90 PIECE: BLi Qty.1 90.0 4 X 2 90.0 No:3 SYP - 2' OL:0-11-0 CL:0-11-0 LS:0-11-0 4, Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & 8 Date Req:04/24/2003 Draw No:53906900FT9 Job Truss Truss Type Ply Centex-Orlando/2509 2ndIsk/3-31-3 53906900 FT11 FLOOR 10 1, Job Reference (optional) Universal Forest Products, Inc., Burling 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Sal Apr 19 11:55:30 2003 Page 1- 0 9k10 0 9 10 1:28. 3x4 = 3x4 - 3x4 = 1.50 = 1.50 =. - 3x4 = 30 = 3x6 FP= 1.5x3 II 3x4 = 3x4 = 3x8 = - 1.5x3 = p gTI H w W1 3 Y 9 EM v x u, T 5 R Q P o N K 3x4 = 3x5 = 3x4 = 3x4 = , 1.5x3 11 3x4 = 3x6 FP= 3x5 = 3x4 II 3x4 = 1.50 11 3x4 = 1-6-0 4-0-0 6-6-0 7-9-0 1 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 Ede J:0-1-8 Ede Q:0-1-8 Ed "e LOADING (psf) SPACING 2 0-0 CSI DEFL in (loc) I/deft , 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) 1st LC LL Min I/dell - 360 Weight: 94 Ib 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 GravV-818(load case 2), M=1036(load case i) 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,.1-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-Mm-97, K-L-0 WEBS I-M=-1007, A-U=1033,,1-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-La-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 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:53906900FT,11. Job Truss Truss Type Qty Ply Centex-Orlando/2509 2nd4sk/3-31-3 53906900 FT11 FLOOR 10 1 ' Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 1911:55:30 2003 Page 1 I 1.3-p I o-9-10 o-9-10 cale c 1:29. 3x4 = 3x4 = 3x4 = 1.5x3 1.5x3 = 3x4 = 3x4 = 3x6 FP= 1.5x3 11 3x4 = 3x4 = 3x8 = 1.50 A B C D E F G H I J W il Nil A t Y Bi X U T S R Q P O N L K 3x4 _ 3x5 = 3x4 = 3x4 = 1.5x3 I 13x4 = 3x6 FP= 3x5 = 3x4 11 1.5x3 11 Seat Plate 3x4 = 30 = 1-6-0 4-0-0 6-6-0 7-9-0 0-9-8 , 11-3-8 , 13.9-8 , 15-2-0 16-1-2 , 17-1-12 1 17-1-12 Overall Truss Height:1-4-0 Plate Offsets X E:0.1-8 Ede J:0-1-8 Ede Q:0-1-8 Ed e CONNECTORS 120fTL20-1.5x3 280/TL20-3x4 40/TL20-3x5 40/TL20-3x6 20/TL20-3x8 ,Qty: 10 Span: 17-1-12 Slope: 0.00/12, 0.00/12 Overhang:0-0-0, 04)-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 2-M o.c. Weight: 94 lb Board Feet: 520.00bft Last saved: April 19, 2003 f CHORDS »»==(S .Cut=90) 90.0 4 X 2 90.0 No.2 SYP (10) B2 OL:5-0-8 CL:5-0-8 1-3:5-0-8 (10) T1 OL:6-11-0 CL:6-11-0 LS:6-11-0 (10) T2 .OL:9-11-12 CL:9-11-12 LS:9-11-12 10 B1 OL:11-11-12 CL:11-11-12 LS:11-11-12 WEBS »»==(S .Cut=90) PIECE: W1; W1, W1, W1, W1, W1 Qty. 60 90.0 4 X 2 90.0 �No.3 SYP - 2' 01-:1-1-0 CL:1-1-0 LS:14-0 PIECE: W2, W2, W2, W2, W2, W2, W2, V7T 110 49.1 4 X 2 40.9 < 2' ___�> 49.1 40.9 ` No.3 SYP_ OL:1-7-14 CLA-7-14 LS:1-6-5 PIECE: W3, W3 Qty. 20 53.5 4 X 2 36.5 36.5 No.3 53.5 01-1-4-3 CL:14-3 LS:1-2-10 =_«« OTHERS »»—= S .Cut=90 90.0 4 X 2 90.0 No.3 SYP (10) BL2 OL:0-9-0 CL:0-9-0 LS:0-9-0 10 131-1 OL:0-11-0 CL:0-11-0 LS:0-11-0 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 Qt Ply Centex- Orlando/2509 2ndflsk/3-31-3 53906900 FT12 FLOOR'a0000®+o"- 1 1 Job Reference (optional) Universal Forest Products,lnc., Burl' C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 11:55:30 2003 Page 1= Scale -1:27. 3x6 FP= A 8 c D E F O H I J K L M N O 1 Ell E Ell 1 Eli 1 1 q Y `1 3x4 c .3x6FP= 1 6 0 44-0 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 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ice) Well 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/deft = 360 Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc puriins, 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/i7-1-12, S-146/17-1-12, R-15i/17AA2, Q-129/17-1.-12 Max HorzAD=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-Fa-6, F-G= 6, G-H--6, H-1=-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=0, Z-AA-0, Y-Z=0, X-Y-0, 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-AAa-133, E-Zm-133, F-Ys-133, H-W--133, I-V--133, J-1.1m-133, K-T=-134, L-Sa-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 restrainedby 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 i Customer. No: 11045 Customer Name: C,ENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:5390690OFT12 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2nd/jsk/3-31-3 ; 53906900 FT12 FLOOR 1 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 NliTek Industries, Inc. Sat Apr 1911:55:30 2003 Page 1 i . Scale =1:27. 3x6 FP= A B C D E F G H 1 J K L NI N O TI 1 Ell 6 1 C1111 C1 1 S11 r 3x4 = 3x6 FP= Studs @ 16" O.C. 1-6-0 4- -0 6-" 7-" a-9-8 11-3-8 13-9-8 1 -2-0 16.1-2 17-142 17-1112 Overall Truss Height: 1-4-0 CONNECTORS 60/TL20-1.5x3 2/TL20-3x4` 41rL20-3x6 Qty: 1 Span:17-1-12 Slope: 0.00112, 0.00/12 Overhang: 0-0-0, D-0-0 Loading: 40:0-10.0-0.0-5.0 Spacing: 2-" o.c. Weight: 75 Ib Board Feet: 45.33bft Last saved: April 19, 2003 NCMEplates are 1.5x3 TL20 unless otherwise indicated. 1) CHORDS »»—= S .Cut=90 90.0 4 X 2 90.0 No.2 SYP- (1) T1 OL:6-11-0 CL:6-11-0 LS:6-11-0 (1) B1 OL:7-" ` CL:7-0-8 LS:7-0-8 2 B2 OL:9-11-12 CL:9-11-12 LS:9-11-12 WEBS »»==(S .Cut-90) PIECE: W1, W1 Qty. 2 90.0 4 X 2 90.0 No.3 SYP - 2' 01-1-1-0 CLA-1-0 LS:1-1-0 ==«« OTHERS »»M S .Cut=90 90.0 4 X 2 90.0 No.3 SYP (1) BL2 01- 0-9-0 CL:0-9-0 1S:0-9-0 . 1 BL1 OL:0-11-0 CL:0-11-0 LS:0-11-0 PIECE: ST1, ST1, ST1, ST1, ST1, ST1,... Qty.12 90.0 4 X 2 90.0 No.3 SYP - 2'� 01-1-1-0 CL:1-1-0 LS:1-1-0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No 5390690U Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT12 Job Truss Truss Type Qty Ply Centex-Orlando/2509 2ndfjsk/3-31-3 53906900 ' FT6A FLOOR 2 1 Job Reference (optional) frog Universal Forest Products,lnc., Burlingtohfs , Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Sat Apr 19 11:55:31 2003, Page 1 A 1.5x3 II - B 3x4 = c 1.5x3 II 1.50 1-7 e 1 Scale .1:7. O F w1 wt Qq Y BL1 BLf B1 E. —9 X0 3-6-0 3-9-0� 3-9-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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) list LC LL Min I/dell R 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-1 B6/0-3-8 FORCES (lb) -.First Load Case Only TOP CHORD E-Fa-64, A-17 -64, D-G=-64, C-13 -64, A-B— 3, B-C_-3 BOT CHORD D-EQ155 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 3-1Sd nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSIffPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may.relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906900 Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT6A ! Job Truss Truss Type Qty Ply Centex- Orlondol2509 2ndrsk/3-31-3 53905900 FrGA FLOOR 2 1 ' Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 1911:55:31 2003 F i B 3x4 C 1.5x3 II A 1.5�f3 II 1 1.5X3 .5x3 1-7-8 Scale G F W1 W1 0 p BL1 BL1 kil j i 3-6_0 —3g — 3-9-0 ' Overall Truss Height: 1 4-0 CONNECTORS 16rrL20-1.5x3 4rrL20-3x4 BrrL20-3x6 Qty: 2 Span: 3-9-0 Slope: 0.00112, 0.00112 Overhang: 0-0-0, 0-0-0 Loading: 40.0-10.0-0.0-5.0 Spacing: 2-0-0 o.c. Weight: 23 Ib Board Feet: 26.67bft Last saved: April 19, 2003 CHORDS »»— S .Cut=90 90.0 4 X 2 90.0 No.2 SYP (2) T1 OL:3-6-0 CL:3-6-0 LS:3-0-0 2 Bi OL:3-9-0 CL:3-9-0 LS:3-9-0 OTHERS »»=--S .Cut=90 PIECE: BL1; BL1 Qty. 4 90.0 4 X 2 90.0 No.3 SYP - 2' OL:0-11-0 CL:0-11-0 LS:0-11-0 =1:7 Ovimce ORLANDO Sho No• 53906900 Customer No: 11045. Customer Name:. CENTEX H p Contractor/Job: 2509 2ND FLR A & B Date Req:04/24/2003 Draw No:53906900FT6A Job Truss Truss Tye, e--_ Qty Ply Centex-Orlando/2509-Alsk/3-31-3 R rh 53906902 H1 HIPS" " '�` t 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 08:30:56 2003 Page I 1-0-0 4-6-5 7-0-0 12-1-1 17-0-6 21-11-10 26-10-15 32-0-0 , 3610-0 1-0-0 4-6-5 2-5-11 5-1-1 4-11-5 4-11-5 4-11-5 5-1-1 4-0-0 Scale -1:61. 700 = 5x10 = 3x6 = 5x8 = 3x6 = 3x6 = 5.00 12 D E F G H 20 OTP 5x6 = c J W4 M 6 BE I^ yIA 0 5x10 = S R O P O N M L K 5x6 = 5x10 M1118H= 5x8 = 5x6 = 5x6 = 5x7 = 3x4 = 5x6 = 500 M1118H= 7-1-12 12-1-1 17-0-6 21-11-10 26-10-15_ 31-10-4 36-0-0 7-1-12 4-11-5 4-11-5 4-11-5 4-11-5 4-11-5 4-1-12 Plate Offsets X Y : 8:0-2-7 Ed e , D:0-7-0 0-2-4 F:0-4-0,0-3-0 1:0-7-12,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.88 O-P >486 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -1.25 O-P >343 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.19 K n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 2141b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except TOP CHORD Sheathed, except end verticals. T2 2 X 4 SYP SS, T3 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-3-8 oc bracing. BOT CHORD 2 X 6 SYP No.1 'Except" B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W4 2 X 4 SYP No.2 REACTIONS (lb/size) B-3062/0-3-10 (input: 0-3-8), K=3075/0-3-8 Max Horz B=100(load case 4) Max UpliftB=-1068(load case 3), K=-1166(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7013, C-D=-6879, D-E--8894, E-F=-9852, F-G=-9846, G-H= 9407, H-1=-7470, I-J=-4352, J-K=-2947 BOT CHORD B=S=6407, R-S=6371, Q-R=6371, P-Q=8893, O-P=9407, N-0=74691 M-N=7469, L-M=3929, K-L=219 WEBS D-S=332, I-L=-1018, C-S=-62, D-Q=2897, E-Q=-1216, E-P-1110, F-P--633, G-P=507, G-0=-900, H-0=2243, H-M=-1799, I-M=4066, J-L=3945 NOTES (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) 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. 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) Bearing at joints) K considers parallel to grain value using ANSI/TPl 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1068 lb uplift at joint B and 1166 lb uplift at joint K. 8) Girder carries hip end with 7-0-0 end setback 9) Special hanger(s) or connection(s) required to support concentrated load(s) 220.01b down and 177.61b up at 32-0-0, and 385.01b down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 10) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall'be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 11) 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) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-60.0, D-I=-130.6, I-J=-60.0, B-K=-43.5 Concentrated Loads (lb) Vert: D=-385.0 1=-220.0 ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Ajsk/3-31-3 4 53906902 H2 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 08:30:56 2003 Page-1 1-0- 5-8-14 9-0-0 16-0-9 22-11-7 30-0-0 36-0-0 1-0-0 5-8-14 3-3-2 7-0-9 6-10-13 7-0-9 6-0-0 - - Scale - 1:62.1 5x7 = 5x8 = 2x3 11 5x7 = 5.00 F12 D E FTo T. O Zx3 Q O wi wi w1 5xH v W i B I^ ;A 111 o 3x7 = O- N M L K J 3x6 = 3x8 = 3x6 = 3x8 = 5x6 = 2x5 11 3x8 = 9-1-12 16-0-9 22-11-7 29-10-4 36-0-0 9-1-12 6-10-13 6-10-13 6-10-13 6-1-12 Plate Offsets X Y : D:0-5-4,0-2-8 , E:0-4-0 0-3-0 G:0-5-4,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.29 L-M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.49 L-M >871 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.11 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft — 240 Weight: 181 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-7 oc bracing. WEBS : 2 X 4 SYP No.3 REACTIONS (lb/size) B=1498/0-3-8, 1=1427/0-3-8 Max Horz B=115(load case 4) Max UpliftB=-423(load case 2), 1=-395(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-13=22, B-C=-3061, C-D=-2820, D-E=-33801 E-F=-3173, F-G=-3173, G-H=-2151, H-1=-136.1 BOT CHORD B-0=2764, N-0=2587, M-N=2587, L-M=3391, K-L=1916, J-K-1916, f-J-180 WEBS D-0=309, G-J=-271, E-M=-304, F-L=-409, C-0=-227, D-M=900, E-L=-251, G-L=1427, H-J-1789 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; 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=1.60plate 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 423 lb uplift at joint B and 395 lb uplift at joint 1. 5) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 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 Customer No: 11045 Customer Name.: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H2 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Arsk/3-31-3 53906902 H3 RQO USS 1 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inca Wed Apr 23 08:30:57 2003 Page 1 11-0-0 25-0-0 29-6-13 36-0-0 1-0-06-5-3 4-6-13 14-0-0 4-6-13 6-5-3 Scale - 1:61. 5x6 = 5x6 = 2x3 11 D E F 5.00 12 2x3 -i c W2 W2 a 4 w H . 6 Ig dA 3x7 = M L K J I 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/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 0.28 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 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-13=22, B-C=-3046, C-D=-2782, F-G=-2789, G-H=-3057, D-E=-2829, E-F=-2829 BOT CHORD 13-M=2749, L-M=2371, K-L=2371, J-K=2374, I-J=2374, H-1=2761 WEBS C-M=-309, D-M=432, F-1=440, G-1=-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; 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 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/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted: Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design -Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H3 I Job Truss Truss Type Qty Ply Centex-Orlando/2509-Arsk/3-31-3 3906902 H4 RUSSy 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 08:30:58 2003 Page 1 1-0- 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 . 1 j 5x6 = 5x6 = 2x3 II 3x7 - M L K J I . W = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 9-3-14 9-3-14 18-0-0 8-8-2 8-8-2 9-3-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.18 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 W.B 0.18 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 171 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-1-1 oc purlins. 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) H=1427/Mechanical, 8=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-13=221 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; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure 8; enclosed;MWFRS gable end zone; I cantilever left and right exposed; end vertical left and' right exposed;Lumber DOL=1.60plate 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/fPl 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 Customer No: 11045 Customer Name: CENTEX HOMES_ ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req 04/24/2003 Draw No:53906902H4 Job Truss Truss Type Qty Ply Centex-Orlando/2509-A isk/3-31-3 53906902 H5 ROOF-T. 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 08:30:58 2003 Page-1 1-0- 6-5-3 11-10-14 15-0-0 21-0-0 24-1-2 29-6-13 36-0-0 1-0-0 6-5-3 5-5-10 3-1-2 6-0-0 3-1-2 5-5-10 6-5-3 Scale . 1:61: 5.00 12 5x6 = 56 = F 5x8 E 5x8 z D 2x3 O 1 2x3 C W W2 W2 3 H b 4 w a J4 q1A o .. -. 3x7 =. .. N M L K J - 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 0.43 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) 1st LC LL Min I/defl - 240 Weight: 183 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-1 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-13=22, B-C=-3063, C-D=-2770, D-E=-1983, F-G=-1983, G-H=-2778, H-1=-3073; E-F=-2021 BOT CHORD B-N=2768, M-N=2265, L-M=2265, K-L=2268, J-K=2268, 1-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; 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. 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 purposesonlyand 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539Ub9UZ Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H5 Job Truss Truss Type Qty Ply ° Centex-Orlando/2509-Afjsk/3-31-3 ' 53906902 H6 Q A$S 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 08:30:59 2003 Page-1 �t-0-p 6-5-3 , 11-10-14 17-0-0 , 19-0-0 24-1-2 29-6-13 36-0-0 1 r 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 12. 5x6 = 5x6 = E F. 5x8 5x8 D G 20 O 1 2z3 ii ih C W W2 W2 3 H n 4 W 8 oA Ig 3x7 =' N M L K 1 30 = 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/deft - 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) B=1498/0-3-8, 1=1427/Mechanical Max Horz B=186(load case 4) Max UpliftB=-435(load case 4), 1=-364(foad case 5) 'FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-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-N=484, G-J=491, H-J=-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=6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H6 Job Truss Truss Type Qty Ply Centex- Orlando/2509-Alsk/3-31-3 53906902 T7 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:59 2003 Page'1 I 10- 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 E Scale 1:601 I .. i 5x6 = i - 5.00 12 - E 5x8 % 5x8 9-3-14 M L K J I 3x7 = 3x6 = 3x8 = 3x8 = 3x8. _ 3x6 = 18-0-0 26-8-2 36-0-0 8-812 8-8-2 9-3-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 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 lncr YES WB 0.80 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st 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 Max Horz B=195(load case 4) Max UpliftB=-444(load case 4), H=-374(load case 5) 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, G-1=-355 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design. 2) 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; E 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 ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated.on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. -Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5) 1128R; 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 CustomerNo: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Reg04/24/2003 Draw No:53906902T7 Job Truss Tru4s.T.y Qty Ply Centex-Orlando/2509-Arsk/3-31-3 53906902 T8 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 08:31:00 2003 Page-1 1-0-p 6-5-3 11-10-14 , 18-0-0 , 24-1-2 29-6-13 36-0-0 87-0- 1 -0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-5-10 6-5-3 1-0-0 Scale -1:60. " - 5x6 = 5.00 12 E 5x8 5x8 D F 2x3 c W W2 W2 3 C° . 4 W i B H o,_A ►g 3x7 =. N M L K J 3x7 = 3x6 - 3x8 = 3x8 = 3x8 = 3x6 = 1 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:04-0 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 0.42 Vert(LL) 0.18 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 L-N >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 ILL Min I/deft = 240 Weight: 176 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 6-11-15 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=-187(load case 5) Max UpliftB=-444(load case 4), H--444(load case 5) FORCES (lb) -First Load Case Only TOP CHORD A-B=22, B-C= 3053, C-D=-2770, D-E=-1941,E-F=-1941, F-G=-2770, G-H= 3053, H-1=22 BOT CHORD B-N=2758, M-N=2278, L-M=2278, K-L=2278, J-K=2278, H-J=2758 WEBS C-N=-349, D-N=481, D-L=-704, E-L=1050, F-L=-704, F-J=481, G-J=-349 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 444 lb uplift atjoint 'B and 444 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints.unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer._ LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T8 Job Truss Truss Type, Qty Ply Centex-Orlando/2509-Ajjsk/3-31-3 53906902 H9 ROO r 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 08:31:00 2003 Page 1 1 0 p 6-5-3 11-10-14 17-0-0 19-0-0 , 24-1-2 29-6-13 36-0-0 $7-0-p 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 ° 1:61.11 5.00 12 5x6 = 5x6 = E F 5x8 7:�- 5x8 c D O 2x3J.. 1 2x3�i c w+ w2 w2 3 " 4 w A B 3x7 = O N M L K 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 0.42 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) 1st LC LL Min I/deft = 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=-f 78(load case 5) Max UpliftB=-434(load case 4), 1=-434(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=221 B-C=-3054, C-D=-27701 D-E= 1944, F-G=-1944, G-H=-2770, 1-1-6-3054, I-J=22, E-F=-1809 BOT CHORD ` 8-0=2759, N-0=2275, M-N=2275, L-M=2275, K-L=2275, I-K=2759 WEBS C-O=-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; 11 Omph; 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 OZ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No53906902H9 Job . Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 H10 RO.�F Job Reference (optional) Universal Forest Products lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:01 2003 Pagel 1 0 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 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 Ff2 5x6 = 5x6 = F 5x8 E 5x8 D O 2x3 4,. - C W2 W2 3 H q W I 6 J Ib dIA 0 3x7 O - N M L K 3x7 = - 3x6 = 3x8 = 500 = 3x8 = 30 = 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/deft PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.41 Vert(LL) -0.17 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38M-0 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st 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 BOTCHORD Rigid ceiling directly applied or 7-5-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1497/0-3-8, 1=1497/0-3-8 Max Horz B=-159(load case 5) Max UpliftB=-413(load case 4), I--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-H=-2768, H-1=-3060, I-J=22, E-F=-2018 BOT CHORD B-0=2766, N-0=2262, M-N=2262, L-M=2262, K-L=2262, 1-K=2766 WEBS C-O=-3711 D-..0=496, G-K=496, H-K=-371, E-M=504, F-M=504, G-M=-593, D-M=-593 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) 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. 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 1. 5) Truss shall be fabricated per ANSIfFPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard " Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H10 E Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 H11 „ � 341MV, , ROOFTRUSS �4. Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff. Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:01 2003 Page-1 -,1-0-9 6-5-3 13-0-0 23-0-0 29-6-13 36-0-0 $7-0-p i 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 11 D E F 5.00 F12 2x3 !i c w Zw a oP 1::j 4 H A B I Ia o d 3x7 = N M L K J 3x7 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 9-3-14 18-0-0 26-8-2 36-0-0 9-3-1 4 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 0.40 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 10.0 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 X4 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), H=-389(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3068, C-D=-2766, F-G=-2766, G-H=-3068, H-1=22, D-E=-2362, E-Fe-2362 BOT CHORDB-N=2775, M-N=2171, L-M=2171, K-L=2171, J-K=2171, H-J=2775 WEBS C-N=-394, 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 7-98per 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 389 lb uplift at joint B and 389 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TP1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to, reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer,shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H11 Job Truss Truss Type Qty Ply Centex- Oran do/2509-Afjsk/3-31-3 53906902 H12 ��t y Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:02 2003 Page 1 0 Q 6-5-3 11-0-0 25-0-0 29-6-13 36-0-0 37-0-0 I1 1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 1-0-0 Scale . 1:61. 5x6 = 2x3 11 5x6 = D E F 5.00 rl2 2x3 O 2x3 ,i c O W2 W2 17 a w g H l 1� dIA g 0 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 (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) 0.22 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) 1 st LC LL Min Well = 240 Weight: 169 Ib 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-D=-2779, F-G=-27791 G-H=-3044, H-1=22, D-E=-2825, E-F--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; 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. 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 0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H12 Job Truss Truss Type Qty Ply Centex-Orlandol2509-Arsk/3-31-3 53906902 H13 w lU a0-10 Job Reference (option 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek. Industries, Inc. Wed Apr 23 08:31:02 2003 Page-1 1-0-p 5-9-1 9-0-0 15-0-0 21-0-0 27-0-0 , 30-2-15 , 36-0.0 217-0-p 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 G 12 In 2x3 Q 2x3 C H W1 2 1 4 W a ;A t$ , O " . o 3x7 — O N M L K 3x7 = " - 3x8 = 300 M1118H= 3x6 = 3x10 M111811= 3x8 = 9-1 12 18-0-0 26-10-4 36-0-0 9-1.12 8-10-4 8-10-4 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 CS1 DEFL in (loc) I/defl 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 10.0 Rep Stress Incr YES WB 0.79 Horz(fL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st 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), 1=-413(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3067, C-D=-2813, D-E=-2592, E-F=-3350, F-G=-2592, G-H=-2813, H-1=-3067, I-J=22 BOT CHORD B-0=2771, N-0=3284, M-N=3284, L-M=3284, K-L=3284, 1-K=2771 WEBS D-0=788, G-K=788, C-O— 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=5.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33, 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint 1. 6) 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 responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF DateReg04/24/2003 Draw No:53906902H13 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 - 9iy ' ' Es, 53906902 53906902 H14f'� 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 08:31:03 2003 Page 1 1-0-Q 4-6-5 7-0-0 , 12-6-14 , 18-0-0 23-5-2 , 29-0-0 , 31-5-11 , 36-0-0 $7-0-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 - 1:61. 7x10 = 5x6 = 2x5 II 5x8 = 5x6 = 7x10 = , 5.00 12 0 E F G H 1 2x3 1T2 Ta 20 4 n O J 1 1 Wt IV, w1 IN M K e L. 19 d6; 5x10 = - - O P O N M 5x10 = ' 5x6 = 5x6 = 7x10 M1118H= 5x6 = 5x6 = 7-1-12 12-6-14 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 Ed e , D:0-3-12 0-4-0 1:0-3-12,0-4-0 K:0-2-7,Ed a 0:0-5-0 0-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL 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) 1st LC LL Min I/deft = 240 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 '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-1=-9397, 1-J=-6987, J-K=-7065, K-L-26 BOT CHORD B-Q=6456, P-Q=6499, O-P=9394, N-0=9394, M-N=6499,. K-M=6456 WEBS D-Q=2901 I-M=290, C-Q=34, D-P=3247, E-P=-1253, E-0=1001, F-0=-687, H-0=1001, H-N=-1253, I-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; 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 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 310.81b 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/TP1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-60.0, D-I=-130.6, I-L--60.0, 8-K=-43.5 Concentrated Loads (lb) Vert: D= 385.0 1=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H14 i Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 HJ7 ENDJACK TRUSS 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 08:31:03 2003 Page-1 -1-6-8 5-8-3 9-10-1 1-6-8 5-8-3 4-1-13 Scale. 1:1 B.; LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 5-8-3 9-9-4 9-19-1 AAA 0-0-12 CSI DEFL in (loc) I/defl PLATES GRIP TC 0.37 Vert(LL) 0.03 F-G >999 TL20 245/193 BC 0.40 Vert(TL) -0.06 F-G >999 WB 0.26 Horz(TL) 0.01 E n/a (Matrix) 1st LC LL Min I/deft — 240 Weight: 40 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 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-13=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; 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 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 179 lb uplift at joint D. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet. is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility 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-B=-60.0 Trapezoidal Loads (plf) Vert: B=0.0-to-E=-49.5, B=-2.2-to-D=-148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ7 I Jobe Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 EJ7 ROOF RUSS 25 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 08:31:03 2003 Page Scale - 8 81 j` D U4 = I- 6-11-4 7-A-0 6-11-4 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 0.59 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) ist LC LL Min I/defl = 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), 13=-75(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=fit BOT CHORDB-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy categoryil; 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 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. i LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ7 Job Truss Truss Type Qty Ply Centex- Orlando/2509-Afjsk/3-31-3 53906902 H18t°AOP Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:43:25 2003 Page 1 -1-0-0 5-10-8 7-0-0 1-0-0 5-10-8 1-1-8 _ Scale -1:15. 5x4 2x3 11 C 0 E T2 , Li 5.00 FiT w1 wi B B1 H G F 2x3 It 2x3 11 3x4 = 6-0-4 6 11 4 7 Q 0 8-0-4 0-11-0 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 0.41 Vert(LL) 0.07 B-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.19 B-H >436 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.04 E n/a BCDL 10.0 Code FBC2001 (Matrix) ist LC LL Min t/defl = 240 Weight: 30 lb LUMBER BRACING TOP CHORD 2 X 4 SYP. No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=346/0-3-8, F=-126/Mechanical, E=392/Mechanical Max Horz B=148(load case 3) Max UpliftB=-156(load case 4), F=-126(load case 1), E=-48(load case 4) FORCES (lb)'- First Load Case Only TOP CHORDA-B=22, B-C=-84, C-D=-2, D-E=0, D-G=592 BOT CHORD B-H=25, G-H=O, F-G=0 WEBS C-H=-419 , NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint B, 126 lb uplift at joint F and 48 lb uplift at joint E. 4) Truss shall be fabricated per ANSUTPI 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 0%e-1Lerw "^RACQ ^01 AKlr%r% Chnn K1n- wicinnoni customerNo: 11 U4o t;usiomer Name; Urzi ! 1 Gn nvlvlv—.i yr ►�r.a�... ......p-- ---- -- ------ Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw N6:53906902H18 Job Trus a 53906902 �Hlg Try me Tvnc C ;,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 3-10-8 5x4 = -ntex-Orlando/2509-Afjsk/3-31-3 lb Reference (optional) ndustries, Inc. Wed Apr 23 08:31:04 2003 Pag( 7-0-0 3-1-8 Scale - 1 W = 4-0-4 6-11-4 7�-0 4-0-4 . 2-11-0 0-0-12 .LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 ITC 0.27 Vert(LL) 0.18 B-H >442 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.33 B-H >249 BCLL 0.0- Rep Stress Incr YES WB 0.04 Horz(TL) 0.14 E n/a BCDL 10.0Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=346/0-3-8, F=-83/Mechanical, E=348/Mechanical Max Horz B=102(load case 3) Max UpliftB=-.149(load case 4), F- 83(load case 1), E= 75(load case 3) Max GravB=346(load case 1), F=9(load case 4), E=348(load case 1) FORCES (lb) First Load Case Only TOP CHORD A-6=221 B-C=-71, C-D=O, D-E=0, D-G=297 BOT CHORD B-H=20, G-H=O, F-G=O WEBS C-H=-226. NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable 'of withstanding 149 lb uplift at joint B, 83 lb uplift at joint F and 75 lb uplift at € joint E. 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 Customer No: 11.045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H19 Job Truss Truss Type Ay ?�a 4„ Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 G17 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 09:17:36 2003 Page.1 2-6-0 4-7-13 6-7-14 8-7-15 10-8-1 12-8-2 14-8-3 16-10-0 19-4-0 " 2-6-0 2-1-13 2.0-1 2-0-1 2-0-2 2-0-1 2-0-1 2-1-13 2-6-0 Scale: 5x8 = _ 3x8 = 3x8 = 2x3 II 3x8 = 3x8 = 5x8 = 6 O O E3x8 = P Q H I J 7 R O P S O N T M L K 3x6 II 5x6 = 7x6 = 5x6 = 502 = 7x6 = 5x6 = 3x6 II 5x6 = 2-7-12 4-7-13 6-7-14 8-7-15 10-8-1 12-4-0 1 -8 2 14-8-3 16-84 16 8 19 4 0 2-7-12 2-0-1 2-0-1 . 2-0-1 2-0-2 1-7-15 0-4-2 2-0-1 2-0-1 0-0-4 2-7-8 Plate Offsets (X,Y): [A:0-3-6,0-0-0], [6:0-5-12,0-2 8], [C:0-3-8,0 1 8], [D:0-3 8,0-1 8], [E:0-3-8,0-1-8], [G:0-3-8,0-1-8], [H:0-3-8,0-1-8], [I:0-6-0,0-2-8], [J:0-3-6,0-0-0], [M:( 0-3-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.54 N-0 >420 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.85 N-0 >270 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.07 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min 11defl = 240 Weight: 454 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 4-1-9 oc purlins. T2 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 8 SYP SS WEBS 2X 4 SYP No.2 REACTIONS (lb/size) A=7994/0-3-8, J=5903/0-3-8 Max Horz A=21(load case 4) Max UpliftA= 2713(load case 2), J=-1995(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=-17555, B-C_-26432, C-D=-33583, D-E= 37439, E-F= 36512, F-G=-36512, G-H=-34015, H-1=-24179, 1-J=-14664 BOT CHORD A-R=16310, Q-R=16606, P-Q=26431, P-S=33583, 0-S=33583, N-0=37439, N-T=34015, M-T=34015, L-M=24178, K-L=13691, J-K=13621 WEBS B-R=1902, 1-K=453, B-Q=10697, C-0--3284, C-P=7887, D-P=-1935, D-0=4252, E-0=152, E-N=-1021, F-N=-29, G-N=2753, G-M=-1349, H-M=10849, H-L= 4693, I-L=11418 NOTES (10) 1) Special hanger(s) or connection(s) required to support concentrated load(s) 65.01b down and 22.31b up at 16-10-0 on top chord, and 3075.OIb down and 1057.OIb up at 12-4-0, and 22.01b down and7.6lb up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 2) Special connection required to distribute bottom chord loads equally between all plies. 3) 4-ply truss to be connected together with 16d Common(. 1 62"x3.5") Nails as follows: i Top chords connected as follows: 2 X 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 at0-9-0 oc. Attach chords with 1/2 inch diameter bolts, (ASTM a-307) with washers at 2-0-0 on center. Special hanger(s) or connection(s) required to support concentrated load(s) 65.01b down and 22.31b up at 16-10-0 on top chord, and 3075.01b down and 1057.Olb up at i 12-4-0, and 22.O1b down and 7.61b up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 4) Unbalanced roof live loads have been considered for this design. I 5) Wind: ASCE 7-98 perFBC2001; 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 DOL=1.60 plate grip DOL=1.33. 6) Provide adequate drainage to prevent water ponding 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2713 lb uplift at joint A and 1995 lb uplift at joint J. 8) This truss design allows for the following max. bolt holes along the member clines spaced a min. of 0-6-0 apart: 0.500in in the top chord, 0.500in in the bottom chord. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 65.Olb down and 22.31b up at 16-10-0 on top chord, and 3075.01b down and 1057.0Ib up at 12-4-0, and 22.01b down and 7.61b up at 16-8-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 10) Truss shall tie fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances: The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) 'Vert: A-B=-60.0, B-D= 60.0, D-1=-98.0, 1-J=-60.0, A-S=-734.0, S-T= 746.0, K-T=-34.0, J-K=-20.0 Concentrated Loads (lb) Vert: 1=-65.0 K=-22.0 T=-3075.0 ,. n i Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G17 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 HJ2 JAC Job Reference (optional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:05 2003 Page-1 3-5-11 3.54 12 B / T1 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.6 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 IF➢ 3A = c Scale CSI DEFL in (loc) I/deft PLATES GRIP TC 0.16 Vert(LL) n/a - n/a TL20 245/193 BC 0.03 Vert(TL) 0.04 A >446 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 1st LC LL Min I/deft - 240 Weight: 13 lb BRACING TOP CHORD Sheathed or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=39/Mechanical, B=159/0-3-8, D=20/Mechanical Max Horz B=63(load case 2) Max UpliftC=-38(load case 5), B=-173(load case 2) FORCES (lb) First Load Case Only TOP CHORD A-B=22, B-C=-17 BOT CHORD B-D=0 NOTES (3) 1) 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint C and 173 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilib, 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-B=-60.0 Trapezoidal Loads (pif) Vert: B=-2.4-to-C=-55.7, B=0.0-to-D— 18.6 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ2 a -. .- _'- Job Truss Truss Type , Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 : EJ2 qjg6f gifK'S 5 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 09:21:15 2003 Page-1 Scale -1:7.2 6 T1 81 A D 2-5-4 2r8i0 2-5-4 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 0.08 Vert(LL) n/a n/a TL20 245/193 ` TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-0 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=52/Mechanical, B=178/0-3-8, D=23/Mechanical Max Horz B=62(load case 5) Max UpliftC=-54(load case 5), B= 87(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=16 BOT CHORD B-D=0 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 54 lb uplift at joint C and 87 lb uplift at joint B. 3) Truss shall be fabricated per'ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for ! conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ2 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 G15 1 1 Y Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek industries, Inc. Wed Apr 23 08:31:05 2003 Page -1 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 lncr NO BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 2-6-0 2-6-0 2-0-0 2-6-0 2.5 2-0-0 0-6-0 CSI DEFL in (loc) I/defy PLATES TC 0.08 Vert(LL) 0.00 A-C >999 TL20 BC 0.11 Vert(TL) -0.00 A-C >999 WB 0.00 Horz(TL) 0.00 C n/a (Matrix) 1st LC LL Min I/defl — 240 Weight: 11 lb Scale . 1:7.2 GRIP 245/193 BRACING TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=141/0-3-8, C=366/Mechanical Max Horz A=51(load case 3) Max UpliftA=-33(load case 4), C=-102(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=21, B-C=-66 BOT CHORD A-D=O, C-D=O NOTES (4-5) 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 DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint A and 102 lb uplift at joint C. 3) Special hanger(s) or connection(s) required to support concentrated load(s) 331.01b down and 113.81b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 4) Truss shall be fabricated per ANSIfLPI 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 r 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) L26R: Right end may be attached to 2x6 So. Pine or larger BC of two or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform toads (plf) Vert: A-C=-20.0, A-B= 60.0 Concentrated Loads (lb) Vert: D=-331.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G15 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 HJ3 JACK 2 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 08:31:06 2003 Page-1 -1-5-0 4-2-3 1-5-0 4-2-3 _ Scale 9. 3.54 F12 T1 8 81 A 3x4 = D 4-2-3 4-2-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.05 A >387 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft — 240 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2-3 oc purlins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=67/Mechanical, B=171/0-3-8, D=28/Mechanical Max Horz B-70(load case 2) Max UpliftC= 56(load case 5), B=-178(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-19 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 56 lb uplift at joint C and 178 lb uplift at joint B. 3) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-13=-60.0 Trapezoidal Loads (plf) Vert: B= 2.3-to-C=-63.6, B=0.0-to-D=-21.2 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ3 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/3-31-3 53906902 EJ3 4 R USS _ 2 1 j Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:06 2003 Page-1 100 300 c 1-0-0 3-0-0 Scale: 1.5"-1 5.00 V2 T1 B B1 A D U4 — 2-11-4 3r0t0 2-11-4 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 0.08 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-0 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=70/Mechanical, B=195/0-3-8, D=28/Mechanical Max Horz B=73(load case 5) Max UpliftC=-67(load case 5), B- 84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=22 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=25ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift.at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: GtN 1 to r1UIVItJ UMLHIVUV 011UP IMU: vOwvavc Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ3 Job Truss Truss Type Qty Ply Centex-OHand o/2509=Arsk/3-31-3 53906902 H1G HIP Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:06 2003 Page-1 3-0-0 4-0-0 7-0-0 3-0-0 1-0-0 3-0-0 Scale - 1:11. 5x4 = 5z4 = B c T2 - 5.00 12 W1 Wt T1 T1 r D A e, 1g 2x3 II 2x3 II F E . 3x4 = 3x4 = 3-1-12 3-10-4 7-0-0 3-1-12 0-8-8 3-1-12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) . 0.01 F >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.01 D-E >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 D n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=331/0-3-8, D=331/Mechanical Max Horz A=-29(load case 5) Max UpliftA=-98(load case 4), D=-98(load case 5) FORCES. (lb) - First Load Case Only TOP CHORD A-B=-572, B-C=-497, C-D=-572 BOT CHORD A-F=491, E-F=497, D-E-491 WEBS B-F=52, C-E=52 NOTES (7-8) 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 II; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber.DOL=1.60 plate gripDOL=1.33. 3). Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint A and 98 lb uplift at joint D. 5) Girder carries hip end with 3-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 45.01b down and 36.31b up at 4-0-0, and 45.01b down and 36.31b up at 3-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 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. 8) Right end may be rattached to 2x6 So. Pine BC of two or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-13=-60.0, B-C--70.6, C-D--60.0, A-D--23.5 Concentrated Loads (lb) Vert: B— 45.0 C= 45.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.BRF Date Req:04/24/2003 Draw No:53906902H1 G r—___ _ ...... . Job Truss Tr e Qty Ply Centex-Orlando/2509-Alsk/3-31-3 53906902 ' CJ5 ROOF 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 08:31:07 2003 Page 1 -1-0-0 4-11-11 1-0-0 4-11-11 cale .1:11.1 5.00 12 T1 B 81 D 3x4 = 4-10-15 _ 4-111 r11 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 Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 ` Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 17 lb LUMBER 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-13=22, B-C=42 BOT CHORD B-D=O 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 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 ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ5 , Job Truss Truss Type Qty Ply Centex-Orlando/2509-Ajjsk/3-31-3 53906902 CJ3 ROOF T 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 08:31:07 2003 Page 1 r-- axa 2-10-15 2-11111 2-10-15 0-0-12 sale - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 ocpurlins. BOT CHORD 2 X 4 SYP No.2 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-13=22, B-C=21 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 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 66 lb uplift at joint C and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility i for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop. No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ3 Jou Iruss 539061902 CJ1 A ROD��T;B. 12 I 1 . Job Reference (optional) ton, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wp ed Apr 23 0-10-15 0,11 1 0-10-15 0-0-12 -3 :31:07 2003 Page 1 Scale _ 1:4. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft 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/deft = 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc puriins. 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=-102(load case 4), C=-27(load case 5) Max Grav B=133(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-C=-26, C-D=-4 BOT CHORD B-E=0 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 DOL=1.60 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. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL,B RF Date Req:04/24/2003 Draw No:53906902CJ1 3 2 1 G, p Wrrnumurz snw ron Tr W oL DooR REVISIONS OA STEEL SKIN)Avip•R°mwICTOCAOMiso[ Nib+oa q0i 7 RE.V. N0. ZONE: DATE: ECN N0. APPVO: - DESCRIPTION {{�� Cal 1 82 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT I HORIZONTAL, TRACK SVPPORT OY i 20 G W/L CND SIILCS ATTACHED TO ODOR DOOR VMALVII (TO SVO SKIN 'nOT OCO TOO-L-IAC i7SRJ1 (10P. aoROW a DENIuI>. D II L RNCO r*. W000 AD WITH PX I I '.1-S/S ,W00040 SCACM'3,LISTE ✓�AY �P.�nN IA�T'N(,c11004 If � AVYL/dGL Af IAl OP1aN YII a Ln� / I 6*I ALCM •C' IKEJGHT IV I C CC 1' OdyV. W TRACK INIOWRSSI SiCCL IMCK� CD cc OV'' 4aK POLaON • m, 1-I/2'.12 oA OALv. S CA1 iPACN IRACKCT. co `WO ow s) y (.) TRAUI eRACNm Pu WC. TWO POINT U%RWO REM N b u+R TOP eRAaa REP 0 RT # 9 6 0 6 C qk 0�c NObCW/rAL z C . _ MI � U-S lily' Nr xnu nPneN SAN • �i PAil9w <<I.C. TWO U_Mm .7 ON OOTiD11 SECTION, OK u_aARS DO NOT LT-" SECTON. CM) /Irf/.• sN¢r uaTK aeAwa �° y1 ar 0 - A OPIWrNL 90L OVTKC= LOCH POSITION YUM 0 0 YAK. DooR WIDTH . II'-0' T .•.] 1' R l MAT1l1Y• T ' •W / fA ••1,, yin IN 1. jy, C—y,•INT/PWeIATI Mwn! JWY Moir I. 1 - W T1 OOORS VP TO 7•-0- NqH CONSIST Of ((i) SC fCtIONS ((SHOWN)). /110NT rTW/C WITH U.v. WAylp RCOVMm, W SCRLWS WY SC CaLNfOIAWN DOORS OVU1 7'_0' NIOI CONSIST 0/ (/j SCC11CN7 (NOT S/aWN). COA1114 ON CQM" SVNAtI (IUL HOT RCaUt.CD) TO ORD`MC 1 fll)SN Y]U1tnW STOP MOULDING SY DOOR f1S o STI (TO SUIT) SIJRfACC. 401MONTAL •"a 00 NOT TRNWCA LAAO. 2.4 Maw PNE TINS 3O OA �• WLV, STLLL CJIO STILL -I - 2' THICK / 1/SmACI N UiT—E y,,SCSp120 a DALV• 1= WTLI. STILL 40LDL0 W310E Iy rJ.CN,V "M"4 eaAa m !AS F]rCD toWacoJlAIe�.RtTAtlIiA /d3/iPAN NCAO lwrm ON[ S/1d.I.O//S' LAO SCREW a. SKI CWRO WON a-+0 Hw, (10 SCRLWS P[R UTij 1110 f p ti CNTCRS (C••.0 M TRACJf SPACKO. CA4VAN121N0,' OAKCO-ON PRWG. ) OR 24 aMTG7 (2,000 PL Ylll CONCAR[) M 7/Id I.O. RWNO PU3NN AND A SAKCO-ON ►OLYTSIG SNAP LATCH CNUCCS pgA . T� IaLW019M ON 1 DETLOm Wi�ER$ (1,000 PASRNCA (04 P(A ROC11A) �(N V. H�' Cy�LJµJ�IC'R MW/ (N1 C LOP COAT APPULO TO SOM ONTO VPJIIICAL, iWaC ]' DALV. SRCL ,RACK rASTDIE4 M 11 O,L V. N 1♦3OAQLT LtTA4 SGMV7•� 12 CA. OALV. STCCL TOP StAA1E ALIfA101li. I' O.O. 4N, w.WG REOUIaCD I] Gti CVLV. ST6L Tf46t BRACKETS. PAS 0 N W 1) SIDES or MC. SKW, Rour>< aRACKR. CAeN ON0 S14V WCN ON KTM iMtONf. ANCIaR3 LAY LE COVNTEMMK i zL 11M{KLT ATTACH(. W�/((1) EACH 310[ Or DOOR. (But NOr RCOULAM) TO PROVICC A PLUSH Tp" ATTACNCO 10 ONCKR T. ( Y K� Q 314.5 • SHUT YRAL INiCA. STKC TNWSrOt IDAD. . NOptZONTAL, JMIDS 00 NOT 7n111 �)/�S ��SVT �H s3 ♦ T SCRS79 P%R CND NNOL SHIP LAP JOWIS. V O=" NC1'CO . IW10lL CN0 r- OM SNORT• STU. 10 SAIL SIM ROu-m 4 OANG"V. STM / CCNO Sw ? p .tp.ttfN WAN YTUTOV=. P.L. IASTLNSTU io TVCHO ,'1/ INTER. PerPLe.nnN N �R< RY eTNrP� •,•�re�ne.l o-c fIGRIDf P.C. INNS w STILL NORM CAROWN P.C. jZW2 M 1C !Wy(?jµ C 1�S• wsoa NwOLt 1iJ•• 3• TALL U-RAN JI (A) I/.'..1 1' SCV 10 " "V. SIM rAMW SCAM. StlAP ;°� m� LOOK CK ON � yQ[C ME oMR or THE "PaRTPa MWTURAL Q"Wls OESICN LOAD4: +24.0 PSF ds -24.8 PSF TL ASH. YCILD•STRIMTH, » KSI - aJTS10E EACH SIDE 31C�I•=bL TKE KE"Sles+rr or THC PRarx"10M 6 0/ TEST LOADS: +J8.0 PSF do -37.0 PSF NANOLC OF DOM RCCORO FOR TNC OUILINNO OR VM=PC AND W ACCCAO WCE J' TALL It 20 G GLv. STCCL U-SANS [NO SLIDE SOLI WITH cURRw oww" Owu MR MC LCAOS Ur= ON eR'S•a RlHnnm ML l "4C .L N A 1-1-2-1 PATiCIIN ((I,L, IWO u.BM7 Sa{L LOCX W4AAU 7MS DRAW°IO. PR wm A ILYfm fbL IOWSf� PART NO,: - A l C) A -7/"' )� ON amoY SCC/aN, OHC u-aAR ON Nt%T INTO VGTMAL SCCtION RC.. CAM U-W ATTACWCO TTLVCK. ONC Nona; UnMn s1.ta0 OW.nIf. T 7''� �'7 )12 TNN4I SL S:II II00 T- Ul I/irJ/i' SLV TAPPING SGMS LOCK DV CWr.�UaMww ^^".NON' 1L /Y AL Cineinn0tl ON 43202 PU E LOGTION. teal SaC r tAdA, MJAOIHO w, TOLERANCES a.. iJ id. No. I-SI},ite)-46M p _ Of coal. Y PI,NWvd w.in aNa nw/ not /ya/SOi 000ESL im No, } 82JSI9 IW a.I»w. Nr, «PI..I.., .0 - #,03 ..sNY., a. uNNa,w �cnON A -A t•Inr NCNI L-�M� / .W«1 n. .N...n1nt r-A Y •00 • t.015 DESCRIPTION: MODEL BRST W4 18-0 R 8-0: 24/-24,3 DESIGN LOAD %/�/fJ/ l/ ,.... A. nW. nw •wW W 000 . #.008 (� 13 uA oAm (a) BOTTOM sshW M v.ryy = .4 DRAWN BY: BAtAt GATE: 4/18/00 SCALE: NTS OWL. .�- ATTACNCO wIM (27 ,IN3//' 3NCLT YCTK 3GM3. / ..A.-. .000G . 5; .001 ALuweuY LT111U3N)N !l 11/�l DaSnfa tl/2' CHECKED BY: ATww DATE: 4/18/00 SHEET 1 OF 1 SIZE • NNYL WCATACASY". Thlro mAI a - UnW. Slap! OIMnb. O/ ProJatIton OIHEHs--AL LN NKA3Es. DWG, NO.; 102138 REV, NO, 1 o 3 P 1 co 0 I RQDFL D SI.NATiON: Therms-Tru In-Swlnq Door Wood 710,e System r)FgGN PRESSURE RATING: J NAx 18' O.C. Single Positive. 67.0 PSF Negative 67.0 PSF MA YIMIIL OVFRdi I NQiIjINAI S2E: Single Up (0 5'4/WO eidel't:! Double up to 8'4 x 8'0 w/wo aidufites .'.a •. Single with Sidelites Positive 60.0 PSF Negative 47.0 PSF •� • Double w/wD Sidelites Positive 47.0 PSF 60 Negative 47.0 PSf USABI& CONFIGURATIONS: X, OX, X0, OXO, XX, OXXO G7NERA1 DESCRfPTION: The head and side iambs are Bngerioint pins . measuring a min. 4-9/16' with a '1/2' rabbeted atop. a 3/16, TAPCON MAX 18' O.C. 1/2. ORYWALL TYPE ANCHOR J' . 3/16• TAPCON :' 1 x 2 nRMNO TYPE ANCHOR •• gg ..1/2' DRYWAtI ��... H 'Y, . •. .. \C M4SONRT LWI(L 1J1' MASONRY WA Id :J 1 x. 2 MANG 7 2X BUCK/e,23f'iH WSN 2X tUCK 1f�8 r 2 RRPoNG *.- C 1X BUCKgloJ/1ONCRETE (S.. rate T) e MASONRY BLOCK NERD J.tMe y To tX SUB -BUCK �j 1/2• DRYWALL 8 IX BUGR 1 s 2 FIRR.A 2 3/16' TAPCON �g108 TYPE ANCHOR ELCO TAPCON OP EQUAL *.- C 1X BUCKgloJ/1ONCRETE (S.. rate T) e MASONRY BLOCK NERD J.tMe y To tX SUB -BUCK �j 1/2• DRYWALL 8 IX BUGR 1 s 2 FIRR.A 2 3/16' TAPCON �g108 TYPE ANCHOR ELCO TAPCON OP EQUAL (235 LB. SHEAR RADNC) J/16' TAPCON �. 1 r iXTMOR r � 1 f 3/16• TAPCON •t Yy¢��1. •� ; $ ;', ` '' T)9E ANCHOR .: .3' MAX. .: , SHIM SPACE '' - t/ 4" MIN. l,t .•e, .. vER71GL SIDE .bw6 A xr qy >nuct •• ; ♦ To 1X Su BUCK . 1'1pLL �Qg: 1. This system has been evaluated for use in locations cohering to the Florida Building Code 1 1 wERM:V. SIDE JAMB and where pressure requirements as determined by ASCE 7 Minimum Design loads for Buildings To tx we -soot I v. wwa OIL and Other Structures do not exceed the design pressure ratings listed herein. - 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the - length must be such that a minimum 1-1/4' engoganent of the Tcpaon into the masonry wall is obtained. IpV)ccOZro 2 E tl x J mrt, c a oaG In zwNQU DATE: 4/3/O2 SVIL• N.T.S. DWG. BY. W.LN. CH K. Br: RW. DRAWING NO.:T-02201 MOOFL DESIGNATION: Thermo-Tru Out -Swing Door Wood Irnmss System _i9*4 •N PR SS 1B RE AT1NC: 3 kIAX 18' O.C. W MA�IIMUM OVER IL NOMINAL SIZE Single Positive 67.0 PSF Negative 67.0 PSF Single up to S'4 x 8'0 w/ro aidel'tea 9 > t\ Double up to 8'4 x 8'0 r/wo xWelites ' •a Single with Sidelitea Positive 60.0 PSF Negative 60.0 PSF CO tV uc•a F-ONFlCuRATIONS Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF O t/) Y CO X. O%. X0. OXO, XX• OXXO j CEN, RAI DESCRIPTION: The hood and side jambs are finVorjoint pins QQ measuring a min. 4-9/76' with a 1/2' robboted stop. d MASONRY LINTEL !' 3116' TAPCON 1 x J HRRINC a LLJ O •�' ME ANCHOR J" MAX Ia' O.C. F-O�O MASONRY ORr#ALL:1 ai ~ 1 x 2 FlRRINGCO IX-1 DRYWALL r - n ci 7 ` 3/16" 14PCON L_ TYPE ANCHOR '�. ~.`• •' 3116' TAPCON .k d 1X BUC< 77'' 77 TYPE ANCHOR •y . o! Z N MAX.In:. • rn V .y '•:y SN1M $PACE yY I!tlI 810B v � "--£XT$tp$ o a 3/16' TAPCN EEXTERIOR u '2 L y ,.. TYPE ANCHOR .- cl z ao Y W HEAD JAMB w V 1X SUB -BUCK " u N3 1 8 x 2.-1/2 ,� o: o Y '+ . •. - a h PFHW$ CONCRETE r� HEtD JAMB MASONRY BLOCK J o •, TO SUB-BUGC m •y ,_ 23' MAX. . e.. r, 4 m Jh + , . •.9 SHIN SPACE tlt sf' r r: EMB. J/16" TAPCON EBIQB ANCHOR2 W ii d • s•• • . TYPE Q •y ,.. Y r•, f U `` c • s : j a..:. ACO TAPCON OR EQUAL W . J/16' TAPCON '. •t W 1.15" MW. TYPE ANCHOR N O +r EMe. (ZJ3 LB. SHEAR EATING) S25' MAX HIMVV SPACE •: • INTERIOR �1 .. y z 4{ _ pax 1/2` ��_ C-SINK I x1 flRRINC Q 3 - O DRYWALL �.Y, h ".� `• VERTiG4l SIDE ,WIB 1X SUCK 1% 5U8-BUCK rt��,(v/euttmNc - ON3Ul7AM5. INC li INTERIO 1 x 2 FlRRING .15' MW C-SINK CK 1. This system has been evaluated for use in locations adhering to the Florida Building Code 813.681.38Ji h •''.. . - and where pressure requirements as determineo by ASCE 7 Minimum Design loads for Buildings k. .� DRYWr1L DATE: 4/3/02 3 ?L 2X BUand Other Structures do not oxceed the design pressure ratings listed herein. F _ m SCALE: N.T.S. VERTICAL SIDE MB 70 2X SU8-BUCKJA2. For instolbtions when the sub -buck Is less thr;n 1-1/2" (FBC section 1707.4.4 Anchorage Methods DWG. BY: W.LN. '.;f•.. . and iub-sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the CHK. BY: R.W. length must be such that o minimum 1-1/4' engagement of the Topeon into the masonry wall is obtained. DMWINo NO.: J. When using a IX sub -buck a 6-9 f6" jamb is required to allow for min. edge Spacing for Ta con type anchors. T-02203 . 9 / 1 Q 9 P 9 D YP 94M I or I 4, N viit ' r n �/OOEL DESIGNATION: Thermo-Tru in -Swing / Ott -Swing Door Wood Frames System MAXIMUM OVERALL NOMINAL SIZE: Single up to 54 x 8'0 i./wo sidelites Double up to 8'4 x 8'0 v/wo sidelites U546LF CONFIGURATI= X. OX, X0, OXO, XX, OXXO - CENERAL O s .RIPTION The hood and side jambe are Fingerjoirit pine measuring a min. 4-9/lc' with a 1/2' rabbeted stop. A DOUBLE 1X HEADER 1 h• nGwa , _ , .• SNFIMINa PFH WS I OFSIGN PRESSURE RATING: Single Positive 67.0 PSF Negotive 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47,0 PSF Negative 47.0 PSF 0 4.0' 's'0• a.o' 1 II t �n �.uo. t a• „r.� 7 SINGt F OR DOUBLE DOOR WITH SIDELITES NO , This system has been evaluated for use in locotions adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.17s and Other Structures do not exceed the design pressure ratings listed herein. Li Z n �ooO � LCy2� h go4i o i 00 �� a N � o n \` °S i b m E � h e U. 3 Op LU W � � to w4 0 a � 3 U a U O O In 3 I z NNa CONSULTANTS. INC 813.884.3831 DATE. 4p/02 SCALE: N.T.S. OWC. BT: W.4N. CMN. eY: 0.W. oNAwiNc No: T-azzoz sail i or �-- THERMA oTRU® 'FIBER CtASSICy'SMOOTH STAR' INSW Wt3 "S*O--AND DOUBL]Wl& WiCMTSIDE JMS. INSULATED F18EROLASS DOORWTTH WOOD FR GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI—DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 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 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI—DADE COUNTY. 6. MIAMI—DADE APPROVED IMPACT RESISTANT SHUTTERS ARF RFDWRFD FOR SIDF ITI FS ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass cvg. min. yield strength Fy(min.)=6,000 psi SmoothStor — 0.070 minimum skin thickness FiberClassic — 0.110" minimum skin thickness for . d Sian: Polyurethane foam core, withl.9 lbs. density by BASF. The pnc el skin a constructedccisfrom a 09 lbs. thk. sheetmom compound (SMC. The inlerKx is filled with 1.9 lbs. density WF polyurethone foam. The ppoonel face sheets ore glued to the wood stiles and jails. Th4 LV. latch stile s reinforced with a wood lock block measuring 2.375 x 14.0 long at the strike and deadboh location. The hinge stile is Finger Jointed Pine and the top and bottom roil are of a wood composite material In the double door cppkotion the inactive door is fitted with an extruded aluminum astragal (Wind Jambs d) of 6063—T6 alloy. frame is constructed from finjointed pipe. The Leo er Is Zane the side iambsbs with (3) 16go. 1/crown x 2 long staples at each sidto e. The mullions are secured together in o sidefite application using /8 x 2' long PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75' x 1.548'. Side4ife Gla in : The sldelhe panels are sandwich glazed using a two piece p frame. hey are dry glazed on the exterior with on 1/8" thk. cellular q ,z rq tope (Stilt —it Tope)/zdl caulked P � cone. The IRe frames are held [together wd{ a 8 x I i TABLE OF CONTENTS SHEET ({ DESCRIPTION 1 TYPICAL ELEVATIONS &GENERAL 2 VERTICAL CROSS SECTIONS3 HORIZONTAL CROSS SECTIONS4 HORIZONTAL CROSS SECTIONS & N 5 ANCHORING LOCATIONS & DETAILS6 ANCHORING LOCATIONS & GLAZIN7 UNIT COMPONENTS 8 BILL OF MATERIALS & UNIT COMP 37.5" MAX. OVERALL WIDTH 36" MAX: PANEL WIDTH = x w = � x ED w w x � a o J O 6 � 4 0 O x < o ZCc N L 1 SIN INSWING UNR 74.5' MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH W ASTRAGAL x w x Lu tL J J O X N cc F-rr 10MAX. OVLKALL hKAMt tYWin 36.66.625' MAX. PANEL WIDTH --{ W/ASTRAGAL I P 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 L WITH SIDELITES + 55.0 PSF — 55.0 PSF oil 1I IRI I -I F11e 15.5" MAX. FRAME WIDTH 73.75" MAX. WIDTH ® I ® 7.125' MAX. D.L.O. WIDTH A111F11[I ALL MODELS 68.5" MAX. OVERALL WIDTH ARE 'A D 36" MAX. 15.5" MAX. FROM INTERIOR PANEL WIDTH FRAME WIDTH 13.75" MAX. ® ® WIDTH Tfhoff—lIK7.125" MAX. = D.L.O. WIDTH w / d V d 11-00 +� F! I O> co O v10 CO oZ� ) �OwO Q��ao W In a ,V Vy BUILDING aNSULTANTS. INC 613.684.3531 CErfrRAL �` LORMA � e it o LLB �s� IMM er: N.T.S. TJH A�jTU��{\ t��'�(,/��}�T� (�9 CHK. Br: RW ® S-2151 Z 4 4 20 Ld Lo Z C� R n2O V) z 0 nN 0, 0 "o ci 7 0. 'o 0 -0 .0 .0 2:7 ..o.. Z 9 go;, EXTERIOR 0 INTERIOR o ..0 o'. 67 1.68' MIN. .0,.. 0 PANEL THK. I aD Do .0: 11 19 CD .4 4 4 i i vFpTic -Ai cRoss sEc-nON \,2 DOOR PANEL co 29 29 42 Lo V) C� I 0 . o .. 43 u 33 cra. 34 0 0. SEE NOTE 5 SHT. 4 41 La SEE NOTE I SHT. 4 eu .5' MIN. GLASS THK. C) _j EXTERIOR INTERIO w ci 25 XQ C" FOAM CASKET & In CN ao SILICONE CAP BEAD 6 6 1.68' MIN. -PANEL THK. 0 0 ONSUITANTS. INC We 08/19Z0I om. BY. TJH 2 SIDELITE PAN CHC BY: RW S-2151 SHEET Of u P IML U" M _7-ri-1 ---e r-^� - 24 EXTERIO SEE NOTE 2 8 7 SHE 4 27 INACTIVE --'o. Y 3 J e Z ASTRAGAL RETAINER 31 d BOLT 6.0 LG. TOP & BOTTOM (2) BOLTS INT RI R AT TOP & (2) AT BOTTOM 1HORIZONTAL rRoss SFCTION 3 ® ASTRAGAL 1.15" MIN, EMS. EXTERIOR 25' MAX. SHIM 15" MIN, FOAM GASKET & C-SINK SILICONE CAP BEAD 34 ° SEE NOTE 43 5 SHT. 4 33 25 1 13 z� a.. • ZY �� 36 6 v? 29 W 41 SE NOTE 1 35 _ a SHT. 4 j�(fFRIOR 16 3 3 ® SIDELITE TO BUCK W 00 s aU)goo o X N ACTIVE ZZ o n 8 _] � a'. o amp 00 SEE NOTE 6 SHT. 4 _U'•' x2 Z Jo FOAM GASKET z W SILICONE CAP BEAD 1n 0In O y2 CV1 n — Z NT r°m7fl% -n U' NOTE 1 4 SEE NOTE 7 SHT. 4 2 H RIZONTAL CROSS SECTION 3 ® HINGE JAMB TO SIDEUTE iC)EN 11 RUL i�•Uti� �c ,,' w� MYT\T UFACT URRE'Ri. NAJag 513.684.3831 e OS 10/0 c:1/2" _ :. BY: TJH C. ar: RW um¢ NO.: S-2151 m 3 ov B r 1. 15" MIN. a EMBED. .� 15' MIN. C-SINK 17 FXTERIQ 6 !a 7 30 6 13 .' T.' a •o. e 13 3� 1 J 21 25' MAX. " a SHIM SPACE I I R / A CUHJAMB TO ES BUCK, ECTION 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM HE TOP DOWN ON SIDES; 5.57, 16.5', 27.57, 38.3757, 49.375' & 60.375'. HORIZONTAL HERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO HE INACTIVE DOOR IS AS FOLLOWS: FROM HE TOP DOWN 1. 37, 57, 18.25 40.5 59.25", 74.25, 76.25' & 76.25'. 3. THE HEAD JAMB IS ATTACHED TO HE SIDE JAMBS WITH (3) 16G. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO HE SIDE JAMBS WITH (2) 1 GGA x 112' CROWN x 2.5" STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO HE JAMB WITH (12) ITEM NO. 43 08 x 2' PFH, WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5 4THE OUTSIDEECORNERSRE AR17 2OHEADER 4 F HE FRAME FROMARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SHE (NG FORMULL MULLIONS TOGETHER IS1HE SAMECAS TSECURING THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELfTE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). FOAM GASKET & SILICONE CAP BEAD 1,1J MIN. EMBED. 15" MIN. C-SINK INT RIOR 4 10 6 26 9 2 .25' MAX. 4 HINGE JAMB TO BUCK, SHIM SPACE 21 SEE NOTE 35 6 SHT. 4 43 EXTERIOR SEE NOTE 5 SH43 4 7 i ..0 . O cr'.o• o T' . o 0. Y z� �0 n In 0 41 SEE NOTE 1 SHT, 4 Y 36 SEE NOTE 7 SHT. 4 z= z� w 29 13 30 pa 3 1 to -a �a 31 INT RI R 18 3 H RI ONTA R I N 4 ® STRIKE JAMB TO IOELITE / D O> So 03 Olno°0 aoz� 8:506 now-" co woo :E �� 0y2 00 Qz �N oz NF 2N U 813.684.3831 er: TJH er: RW NG No, S-2151 1 4 GF -E SEE DETAIL "F" SHE 5 6' 6' 6' 3' 3" 3" 6" 6' 6' 3" --{ 3' 3" 3' �-- 3' I_ II II TYP.rF I13 13 SEE NOTE SEE DETAIL TYP. 3 SHT. 4 SEE NOTE 'F'SHT. 5 SEE DETAIL 6 SHT. 4 E, SHT. 5 SEEDETAIL6 SEE NOTE TMP' "G" SHT. 5 SHT. 4 L--j cr ESHT.E 3Lo NNn inj�U �a� — in SEE DETAIL 13 SEE NOTE "H" SHT. 5 "D^ TYP 4 SHT. 4 — 13 — _ SEE DETAIL 'C' .C- TYp• D io 'G" SHT. 5 _ _ 14 14 — TYP. — 1 14 TYP. 1— I— TYP. I •B• 6 3" �-i 3" i-� �1 ice- 3 • to i� 6' --1 -- 6" Fes- e 3" 3" 3" 6' 6' 6" DOUBLE OR W/SIDELITES SINGLE DOOR MANUFACTURER NANZI MASTER A 0.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12r 0 13 0 0 •� 13 10 '. 0 10 nETAIL "F' nETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATE TO FRAME DETAIL I AT THE THRESHOLD SEE DETAIL N E" SH7. 5 L "D" 1 f-- 1 \- SEE NOTE 'o 4 SHT. 4 O> t\ ¢0 Do 0V)000 n. oz,� L,.1 0 n _� QZ o,b% z 0 xz F `n n c5In Gin s< O^ vWi o U �2 o� m ¢� z a V)i :D 813.684.3831 MTE 08 10 0 sit: N.T.S. Dwr. or: TJH cm er, RW DRAWING NO.: S-2151 sKm 5 or A N N _SEE DETAIL 'E' SHT. 5 TYP. CENTRAL FDL MA, NUFACTURER SEE DETA IL ��- "F' SHT. 5 6" 3" 3" 6" --{ 63' -_ 6�. 36" 3" 3' I II- II II I 13 _I - II I 13 I_ SEE NOTE 3 SHT. 4 T - - TYP. TYP. Lo SEE NOTE SEE NOTE SEE DETAIL 3 SHT 4 6 SHT. 4 — 13 'F' SHT. 5 n Typ.SEE DETAIL — — SHT. 5 - - Do" 13 — SEE OETAIL SEE DETAIL • YP• "E" SHT. 5 IN, SHT. 5 �. Ui _ TYP. -j- SEE NOTE SEE DETAIL "G" SHT. 5 •K" M, "K" TYP. - - 4 SHT. 4 14 TYP. 14 TYP.n3l "M• TYP. 6" -i I �-- 6 3" �-i --1 I �1 i-- 6" 3" --i 3" 3" 6' 6'' SEE NOTE 3' 66 4 SHT. 4 ® ®TYP. DOUBLE DOOR SINGLE DOOR WISIDEUTES 453" GLASS r BITE ^ -•-I �-.463" GLASS BITE O> � N O 00 0 V)OCIO 2 Z O I^j 8 to n O w O OHO cc iE� a �RIQR 25 ��SS"STEMPERED XTE FRIOR — 25 1/8" TEMPERED ` n 40 GLASS D 0 25' AIR.25' 0. AIR 0 00 SPACE a 167 SPACE 0O... -O. •0 °O' © y . Z 1/8" TEMPERED1/8" TEMPERED GLASSTERIO O6 10 0 R GLASS -R36��41 5wa v0SEE scAm N.T.S. NOTE toz 41 mz 6 1 SHT. 4 7JH - a 1 .25" STEEL INTERCEPT Q - a 25" STEEL• INTERCEPT �: RW 3l onAw*+S SSE HT. 4D SPACER SPACER 5" INSUI ATED CLASS W/ 5-2151 2 .5" INSULATED GLASS W/ RT4 IITF FRAME GLAZING DETAIL sN¢i 6 --A TCM LITE FRAME GLAZING DETAIL o 7— 1.063` 1-- 1 in tin32Z ,,�. J�L� W21 yyooD FRAME FINGER JOINTED PONDEROSA PINE Cm ILL N PLASTIC UP LITE FRAME EXTRUDED_M 2.141 F 691"--I I n b L INSWING SIDEUTE 15 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL 0974 x 4 STEEL DOOR HINGE O 10 u� Go f•--1.077"- j ° �1.531"� 42 C7 o L r. FC TOP RAIL WOOD COMPOSITE _T 4- -- 1.531 cinc� rrc . en1K S1OF STII F FINGER JOINTED PONDEROSA PINE 1.264" ffm o r., 00 O4----1.531' --- FC, MPOSITE ".526" 2.713" TCM (THERMA-TRU'S POLYPROPLENE) 34 PLASTIC LIP UTE FRAME EXTRUDED TCM --1.255" -� T � N T {---1.531' --i O FC. WOOD HINGE SID_ E_ ST!LE 5.75" _ T li N O co Lo O4- - 1.531 FL. BOTTOM RAIL n SF F ADJUSTING Se DLE THRESHOLD WOOD COMPOSITE A_I UMINUMNINYL .045" WALL ALUM. 19 080" THK. WAI I VINYL TYP. i 1.531 " --1 N 1 rn . r SS. BOTTOM RAIL 11 W000 COMPOSITE u? o w � N O CO v O mzon rh �OwO U s U W 0 0 0 —�{ ✓Leunou 1-- — 2.375" 1 cor+su�rwrs, x 813.664.3831 DAIL. 08/10 0 `+ SCAM N.T.S TJH owc. er: T DRA RNYINCNG RW NO.: 30 S-2751 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE sNCEt 7 or 8 H.m DrSCRIPTIONM r' I 1 SWOOTHSTAR DOOR VJN..070-MINIMUM FlBERClASSIC DOOR SKIN A10' MW. THK F6' 0?QASS SY THEW-TRU rirh 'eld sVerqth F mGL -6.000 psi FIBERGLASS 2 FC. TOP RAIL 1.531 x .94' RU WOW COMPOu WPOSitE 3 FC. LAXH SRF -TRO, 091E 1.531 x 1.WPOS✓TE 4 FC. HWGE STILE HERW-TRl1, P►If 1.531 x 1OD 5 FC. BOTTOM RAIL 1.531' x 1.25TRU HOOD C011PWOWE 6 POLYURETFWN FDA M 1.91bs. DENSM 5scREwto 7 SHORT REACH COMPRESSION6 W -M 8 LONG REACH COMPRESSION TW -M 9 10 4 x 4 HINGE .097 ERMA-TROEEL 10 x 3 4 I. PFH W000 fo FraneEEL 1 1 la BOTRMw RAL IxI x 94T1Q6N-iRU W00 00610 4TE WOOD COMPOSITE 12 1110 13 x 2 LG. PFH WOOD SCREW 8 x 2 1 2 LG. PFH WOOD SCREW STEEL STEEL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL 15 SIDELITE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 19 KWIKSET TITAN 700 SERIES PASSAGE LOCK saf AIULVM VSIYWG SADDLE iFwRf3T101D - ALUM. WOOD p x 1.25 HEADER (THVW-TRu. PONDEROSA PINE WOOD 21 x IK t4MB -PONotlAWW D 22 4. x 1.25 NWGE LAMB -TRU, PONDEROSA PWE W 0 23 KWIKSET TITAN 700 SERIES DEADBOLT - 24 25 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL GLAZING 1 2 INSULATED TEMPERED GLASS ALUM. 6063-T6 GLASS 26 SS RNGE STILETHERW-TRII, PONDEROSI P!!E 1,183 x 1.531 WOOD- 27 26. 29 8 x 1 LG. PANHE4D SHEET METAL SCREW WSMG DOOR 607TOM SWEEP COVE V1T L WOOD 3 31 FC W000 LOCK SLOG( 2375 x 1.515 PONDEROSA PINE SS U GI STILE TW W-TRU, WOOD 06-USU 1.183 x 1.531 WOOD WIXlO CWPOSFTE 32 118 THK. CELLULAR GLAZING TAPE STiK-II TAPE - 33 PLASM LiP LITE FRAME BTS, [HE RW-TRU BTS 34 35 IPL4SM LIP LITE FRAME U.CU THERMA-TRU 4.563 x 1.25 BLANK JWS -1R11 PONDEROSA PWE T M WOOD 36 SMITE SIDE STUF IMO W-TRU 1.531 x .G56 PORFROSA PWE WOOD 37 38 10 x 1 3 4 LG. PFH WOOD SCREW SS. TOP RM I.SSI x .94 TRAH-iRU 10LL7 EEL WD00 I�MP(>SIIT 39 40 NOT USED SILICONE CAULK SILICONE 41 8-10 x 1 1 2" PLASCREW FOR iTEM 34 STEEL 42 SIDEUTE TOP R Sorrow RAL -TRU. 1�1 x .656 Pa0ETU1S1 PfU WOOD 43 8 -.2 LG. PFH WOOD SCREW STEEL 1.531 " --•� I o; L 38 `^ SS TOP RAIL WOOD COMPOSITE .592" N rn N N O--� .179" ON R CH COMPRESS] WEATH ?STRIP FOAM CELL CORE W NYL JACKET 3" ' I 79" w o, ] .171 F'- O 09MPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET / DRILL TRU FOR .357" DIA. ASTRAGAL DRILL TRU FOR A #8 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER 11 WR68T STRIKE PLATE 1.316" 31 �— 1.531 " ------ SS nTCH cma STILE COMPOSITE 1.531"- 1.316" M ASTRAGAL HAS n (2) 8.0" - N BOLTS ® BOTTOM 1 BOLTS ® 70P 1.767" —� 24 WINDJAMBER II WR68T ASTRAGAL (ALUMINUM 052" WALL TYP ) ASTRAGAL R�AIA 0 MATERIAL: C/R�(�Q I & YELLOWYELLOW CHROMA� ... o > �Q O Do S V) CC 0 � C) a �O�O �a00 u(D a b b �! Xz JZ a_w q �a m 0 wo 0 �j In �3 t b V Vy BUILDING )NSVLTANTS. INC 513.684.3831 N.T.S. m: TJH BY: RW NG NO: S-2 7 51 r 8 or E JUN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P.02 D=dels June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 RE: Florida Extruders Fenestration MasterFlle 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 Huck" 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 Uldon 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 1h") 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 3116" 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 1.14". The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A' must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/a'_ Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 Ih - 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 Al 11KAV 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, w"^4� Robert J. Amoruso, PE rarnoruso.oe(o)noridaextruders 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 61 G15-23. ®02, F_A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County building Division Masterfile scanning. • Re zooz-LTR-rtL►-oa9 \�\\\11111111111/1/ j��� J. JIFIC,��;; F 4 5 2540 Jewett Lane, Sanford, FL 327y1-1600 • (407) 323-3300 • Fax (4 77) 322-3337 7 v 0 N 40'-0" 24" 0. HANGER LEGEND TYPE DESCRIPTION i i I LUS 48 FACE MOUNT — FLOOR 5'-8" [8„ 12'-4" N cooD H U Q O a W z 10 In In o ^ D0 s� ai E Coo w x a D a D awo 0 n Z_., a U d Q u a N N a U N Z ZZ W d O N Z zi �m Om 2 I 0 0 i 00 < Z O, .Z.=W W9 _02. J = - V -. W O ' 0-0 JONmuaz- 0- 4 owl WN-h I Z _f�ZZKN InJ Gi�7m��w��o� J w m�_Z���i-oin Zf N\F=WZ� w3j aZimiz ..m_?N199.O \ �0 3owao�3� LJ Z. 7? 3m3Fbv�i$ UN `''J Y } O 0 m m _J O � m Q Q 4i UJ d o a O 0 v 1 U L 0 o TO cx_ - y Cv or o Ld � U � v 2 Z Z (n a N N N 7 C G U W U a N K DRAWN BY: TDN i CHECKED BY: DRAWING NUMBER 1310001 40-0-0 7-0-0 S.B. 7-0-0 S.B. � M V LoLo U CJ3 v v OJ3CJ31 CJ5 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 co Lo M N EJ7 = _ _ _ _ _ _ _ _ _ EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 XCJ3 EJ7 H18 1111 I IG17 I I M W —W W UU - - 27-0-0 1, 13-0-0 40-0-0 0 O 0 HANGER LEGEND TYPE DESCRIPTION I I HUS 28 MEDIUM DUTY - ROOF W m oo z9 �o �ci��cz-ibk'rco O� N�Vaz� {e g vz o n tnJ Gi Ko Fi pn J o i Kg 1t d-, ypj�GJ_ 00 a gmwssno, NEW ZO NZ _ZU¢Z..z Z-L08 �41 ) W GAG Zl Nool"nzma4G l I.{iczo {NJ OnD 1.011 O$� Z FJ � t 0 N LaJ } O m _J cy O � m Q ¢ w w o 0 O � o ON F- 0 o M Cr O �V Cl— WBY W � z� � ui O o W � LC) C `1La 0 0 (~A �/ O N w c�� a o (n ixcr ` DRAWN BY: 7DN i CHECKED BY: i DRAWING NUMBER 1310002 3' bath duc to roof cap w/fan 3' bath duct to roof cap w/fan / me dryer wall cap 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL a Q oz X (TI F-1 O LL Lr) 1 CU W X iz W O ry f-- W � 0 z Q CO L,J F-1 CU U CO Rating z o > U m w > z o z a tii � � Q o CO Q 01� Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. Att duct has an r=6 insulation value. CD CL J U) Q Q ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CAULK BETWEEN CONCRETE OR WOOD BUCK & MASONRY OPENING MAS'Y. OPENING BY .OTHERS BY OTHERS I-1/4' MIN. EMBEDMENT �o 0 STUCCO 1 BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) (WI DOW h HEIGHT) I i 1 INSTALLATION ANCHOR 3/16' DIA. TAPCON B.W. (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS SHIM AS REQ'D. RIGID VINYL 1/4' MAX. GLAZING BEAD (SEE NOTES). (T.YP.) . 1-1/4' MIN. EMBEDMENT \ STUCO BY OTHERS (d GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE o .PERIMETER & WOOD BUCK CAULK BY OTHERS GLASS W.W: (TYP.) (SEE NOTES) (WINDOW WIDTH) B.H.. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK R, CAULK BETWEEN WINDOW MAS'Y.- OPENING FLANGE & PRECAST SILL BY OTHERS W/ VULKEM 116.ADHESIVE CAULK, OR APRV'D. EQL. SECTION B — B FLANGE TYPE CONCRETE OR PERIMETER WINDOW FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS a tom• W. W. `"�► d PRECAST SILL a a A ®o BY OTHERS A B C NOTES: SECTION A -A ; 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX- ALLOWABLE E SHIM STACK TO BE 1/4'- D �y 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.* Q 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE / MIN. EMBEDMENT Of 1-1/4- INTO MASONRY OR CONCRETE. / , " / 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J B K VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. "� 9� 5) USE OF WINDOW LICOEIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR C7 6) IF EXACT WINDOW SIZE IS NOT 'LISTED IN ANCHOR CHART, USE +� SHIM AS REQ'D. 1/4' MAX. (SEE NOTES). FLANGE TYPE WINDOW FRAME HEADER TAPCON LOCATION CHART LOCATIONS IN HEAD LOCATIONS IN JAMB CALL BUCK 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PSF SIZE SIZE _ 12 t8 1/8 x 25 B 8 F.G F,G F,G F,G 13 18 1/8 X 37 3/8 8 B B F,G F.G 14 18 1/8 X 49 5/8 8 B F.G F,G 1.45 18 1/8 x 55 1/4 B B F,G F,G .15 98 1/8 X 62 8 8 B F,G F.G.H,1 16 _ 18 1/8 x 71 8 B F,G F,G 17 18 1/8 x 83 B B F,G F;G IH2 25 1/2 x 25 8 B F,G F.G 1H3 25 1/2 X 37 3/8 B 8 F,G F,G•H,I 1 H4 25 1/2 X 49 5/8 8 8 F.G F,G,H,1 1 H45 25 1/2 x 55 1/4 8 F.G F,G,H,1 1 H5 25 1/2 x 62 B B B F,G F,G,H.1 IH6 11-17 25 1/2 X 71 25 1/2 X 83 B 8 F.G,J,K F,G,J.K 30 1/2 x 26 29 1/2 X 25 8 B 8 F.G F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 H F G F,G.H.I 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B B F G F,G,H,I 30 1/2 x S6 1/4 29 1/2 X 55 1/4 6 8 F.G F,G,H,1 30 1/2 x 63 29 1/2 X 62 B B 8 F, F,G,H,1 30 1/2 x 72 29 1/2 x 71 F,G.H.1 F,G,J,K 30 1/2 x 84 29 1/2 X 83 6 8 22 36 X 25 B B F,G F,G 23 36 x 37 3/8 B B F,G F.G.H,L. 24 36 X 49 5/8 B B F.G F,G,H,1 245 36 X 55 1/4 B B F:G,H,I F,G,H,I 25 36 X 62 36 X 71 B B F G H,t D.E.F,G,H,I 26 27 36 X 83 8 B F,G,J,K F.,G,H,I,J,K 42 x 26 41 X 25 B B 8 B F,G F,G H,1 42 x 38 3/8 41 X 37 3/8 B 6 F.G F.G.H,1 42 x 50 5/8 41 x 49 5/8 8 B F,G,H,I F;G,H,I 42 x 56 1/4 41 x 55 1/4 8 B F,G,H,1 D,E;F,G,H,I 42 x 63 41 X 62 B 8 F,G,H,I D,E,F,G,H,1 42 x 72 41 x 71 41 X 83 B 8 F,G,J,K F,G,H,I,J,K 42 x 84 47 X 25 B A C F,G F,G F,G,H,I 48 x 26 48 x 38 3/8 47 x 37 3/8 B 8 A,� 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.I . 48 x 56 1/4' 47 X 55 1/4 8 A C F,G,H,I D,E,F,G,H,1 48 x 63 47 x 62 47 X 71 B A,C F,G,H.I O,E,F,G,H.1 48 x 72 47 X 83 F JK OEFGHIJK 48 x 84 32 52 1/8 X 25 8 A,C F,G F.G F,G F,G.H;1 33 52 1/8 x 37 3/8 B A'C A,C F GH 1 F,G,H. I 34 52 1/8 X 49 5/8 6 6 A•C F,G,H,I D,E,F,G. 345 52 1/8 X 55 1/4 B AC F,G,H,I DE.F,G.H,1 35 52 t/8 x 62 B A•C F.G,H,1 D,E,F,G,H,1 36 52 1/8 X 71 B A.0 37 52 1/8 x 83 . 37 SIZE NOT AVAILABLE IN t 0O0 OR 1500 SERIES. ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. / 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I� WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE R INTERNATIONAL. INC EXTERIOR ELEVATION AS A KEY. J 1 L� T O j� T D /� �j xT P U D Ei 1 b �' 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON _ j� L i 1 t3 SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. n TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK. fj TITLE: I NSTALLAT I ON DETAIL 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN -THIS THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SGL. HUNG FLANGE W I NDOWS - SERIES 1000 1500 & 2000 SERIES SINGLE RUNGS. ELEVATION 11) WHERE WINDOW 1S INSTALLED IN .MASONRY OPENING WITH A DRAWN BY: BB APPROVED BY: STRUCTUAL TWO 8Y WOOD BUCK, USE 1 1 Q SCREWS OF VIEWED FROM EXTERIOR ; r' SUFFICIENT LENGTH TO .ACHIEVE 1 -3/8' MIN. EMBEDMENT AT€ DATE: l 0 / 09/0 1 SCALE: N T S oWc-: FLEX 001 b ALL INSTALLATION FASTENER LOCATIONS. .�. - - PREPARED 8Y: PRODUCT & APPUCATION EN-GINEERWG, INC., 250 INTERNATIONAL PKY., SUITE 250. HEATHROW. FLORID/t 32746= PriONE 407 805-0365 FAX 407 805-0366 CAULK BETWEEN SHEATHING WINDOW FIN .& BY OTHERS SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT GLAZING (TYPJ (SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW I' MIN. EMBEDMENT �F -- WINDOW . WIDTH I/4' MAX. SHIM SPACE. TWO BY WOOD BY OTHERS TWO BY WOOD SHIM .AS REQ'D. STUD BY OTHERS (SEE NOTES) SHIM AS REQ'D. (SEE NOTES) r �•`�.�.e Cif EMBEDMENT 1/4' MAX. wksE, }� GLAZING (TYPJ' SHIM SPACE �� �llJi 71 (SEE NOTES) SHEATHING BY OTHERS FIN TYPE WINDOW FRAME CAULK BETWEEN HEADER FIN TYPE WINDOW FIN GLAZING (TYP.) WINDOW FRAME & SHEATHING /— (SEE NOTES) WIN➢OW JAMB WIDTH PERIMETER ]NS7aLLATI❑N AN CAULK- #8 WOOD SCREW P BY OTHERS STUCCO BY OTHERS . SECTION B—B B e 24' O.C. MAX. (TYP.) EQUALLY SPACE ANCHORS (TYPJ WINDOW HEIGHT. NOTES: 1) SHIM AS REO'D. AT EACH. INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. FIN TYPE WINDOW FRAME Slip BLE SILL STOOL BY OTHERS TWO BY WOOD BY OTHERS STUCCO BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING & SHEATHING BY OTHERS 1'MIN. EMBEDMENT SECTION A —A A 6' MAX. (TYP.) 6' MAX. (TYPJ ELEVATION VIEWED FROM EXTERIOR TO ACHIEVE MIN_ EMBEDMENT OF 1" INTO WOOD BUCK, 4) USE SILICON IZED. ACRYLIC .CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/#8,SCREWS SINGLE HUNG FIN WINDOW - SERIES 1000,1500, & .2000 DRAWN BY:BB APPROVED BY: DATE: 12/ 13/01 SCALE: N. T. S. DWG.:FLEX0026 SHT .l OF 2 D—v cutTF 250- HFATHRnv rt nRinA 32746 PHONE 407 805-0365 FAX 407 805-0366 YKLr HKLU ar rMUUUU I o INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN. HEAD & SILL EACH JAMB CALL WINDOW . UP TO 70 PSF UP TO 70 PSF SIZE SIZE 2024 -23 1/2 X 27 1/2 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 27.1/2 X 59 1/2 2 2460 27 1/2 X 71 1/2 2 4 4 2470 27 1/2 X 83 1/2 2 2824 31 1/2 X 27 1/2 2 2 2830 31 1/2 X 35 t/2 2 3 2838 31 1/2.X 43 1/2 2 3 2840 31 1/2 X 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 3 2850 31 1/2 x 59 1/2 2 2860 31 1/2 X 71 1/2 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 3 3040 35 1/2 X 47 1/2 2 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 2 3430 39 1/2 x 35 1/2 3 3 3438 39 1/2 X 43 1/2 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 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 3860 43 1/2 X 71 .1/2 3 4 3870 43 1/2 x 83 1/2 3 4 1/2 3 2 4024 47 1/2 X 27 2 4030 47 1/2 x 35 1/2 3 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 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 2 2 1H2 25 1/2 x 25 3 1H3 25 1/2 X 37 3/8 2 3 1H4 25 1/2 X 49 5/8 2 3 1H45 25 1/2 X 55 1/4 2 1H5 25 1/2 X 62 2 4 iH6 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 4 30 1/2 x 63 29 1/2 x 62 2 . 4 30 1/2 x 72 29 1/2 X 71 2 4 30 1/2 x 84 29 1/2 -X 83 2 36 x 25 3 23 36 x 37 3/5 2 2 3 24 36 X 49 5/8 3 245 36 x 55 1/4 2 4 25 36 X 62 2 4 26- 36 X 71 2 . 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 3 4 42 x 63 41 x 62 3 4 42 x 72 41 X 71 4 42 x 84 41 X 83 3 48 x 26 47 x 25 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 4 48 x 84 47 X 83 1 2 32 52 1/8 X 25 3 3 33 52 1/8 X 37 3/8 3 3 34 52 1/8 X 49 5/8 3 3 345 52 1/8 X 55 1/4 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 L REV pE R N DATE I FLORIDA EXTRUDERS. SANFORD, FLORIDA TITLE: INSTALLATION ANCHOR CHART SGL. HUNG FIN WINDOWS - SERIES 1000, 1500 & 2000 DRAWN BY:BB APPROVED BY: DATE: 12/ 18/01 SCALE: NTS DWG.: FLEX0026 SHT 2 OF 2 x 2 x i 118 LJI B E M111-1 Ul_ I G-1 N JAME (�f vi:;:) SEA A �:NT BET 'WEE-N." Z,. WiLi-ICIN a v TAPPING SIMS !QN A- x 2 7 /11 6 X JL 'LIE' i*vil Li L L 1 ON Aar 10 n 0 H 1000 S;H. T JAM13 'TvP.'l i -gin JAMS :TYr) SEALA-il-I BETWEEN WINDOW FLANGES MUL-ION F SELF TAPPING Sy"S s 1E7 c I I U N A —A fA) 1 X 4 X 1 I/a F TUBE i•j !-1 1 T 01 N ! ,CCUS,H.- 1 JAMB ;1, T y P. ±11 #2 x 11/2 SEUF AP PING SMS SEALANT K_TwEEN \L T FLANGES MULLION #8 X 1-1/2 SEi_1F 74 PPT NG SMS S.. I I X . 2 X 2/8 TUVE-t-E MULLION a x 1 2 s D TAFc2ING S.-MIS I 1 1/4' Mik. I EMBEDMENT! f n ;7: X TAIL)PTillsk] smis 71,16 x 3/6 JAMB (TYP.) TUBC Y, ij T F!,\i sc- j jam/ T A2PINI-3 SKS - -I— ita X' 1-1/2 SELF S E- A L..A .114 T B —.— TWEE' T.A P P 7 �j; S.Nq S WINDU%j FLANGES & M U L L I 10IN I-IY2 SELF 'APPIN-G SNIS I A # e X i/2 SEI-F TAPPINn- SSMS S-C—Al T ANBc_Tj--N *v wiN:_)0W; PCANG�. T #8 x 1_i/2 SELF TAPC!,-`4G _SMS Ui N BU ICK 4e x 1/271 S_t_r TAPPING S-M" Ni - E_ E: N SEALANT BETW 1, � _S dIND91-if Fl - ANGE U ' H LL! ON Q C' DETAIL C _71NCRT DIR MA SIC N R Y 1. P v 1-1, H F 5; R S Ni S T .4 A T ED N A;kj 4 rl.[R :3/61 DTA w _X E_ R N AL- M U 10 N T A i _AT 4! -PiC-Ai: iV U L -0" N T 0 C, 0 N C;R E F EE y HEAD iAPPi 1ES _1 CO H EA D & SILL -WH'--R:C. I " X 4" -u a E: m u: - 1 s ,k m c LL,Ul -4 AN usc A IN L B 'I R NSTA! i ANCHO 1 f:, T.A: TAP C 01 N S ANCHOR TYPI�' SILL Cl_ip 114- MTN� EMBEDHENT —pK--AST STI By OTHERS !'J 1 1 �4rey PIATc 111NAL Al!NCHORS: W ��E T-A P� R E AHTT-Z -QLIT.. D) ITYP�) E; c",V!QN1 EXTFRIOR v!Lc,WELD FRO.m d INTERNATIONAL INC. YLORIPA EXTRUDERS SANFORD, FLORIDA P LAM-c SHOE E T 1 OF TITLE: ER I 00o/ 1.500 V JZ� 7 T H!--- R S TIDE C SHEEET 2 OF P) r D IR —:S T ;RC- r, A P A C T T I ES DRAWN BY ---T—APPROVED BY: nATP.-P 1/ 1 "i I q C A TR - T)Wr,. E VERTICAL DESIGN PRESSURE CAPACITIES -- -- - CAPACITY :CAPACITY SERIES 1000 ! CAPACITY CAPACITY & 1500 F'LANG _ = CAPACITY CAPACITY j CAPACITY ;CAPACITY ! 7/16X3/8 ± CAPACITY 1 X4X1 /8 ;CAPACITY 1 X4X1 /8 ;CAPACITY 1 X4X3/8 1 CAPACITY 1 X4X3/8 CAPACITY ; 2X4X3/8 WINDOW i WINDOW X1 g 1X2 MULL 1 X2X1 /8 1 X2X3/8 ? 1 X2X3/8 tX2 7/16x1/8'1 X2 7/16X1/8?1X2 7/16X3/8x2 = TUBE MULL ! TUBE. TZB sL TaBANCHo S MULL TUBE NCHor T48ANCHOR L j6BANCHO S L T4BANCHORS T6BANCHORSE ML TUBE ANCHORS CALL SIZE TIP -TO -TIP ;TUBE TUBE MULL SIZE 2 ANCHORS 4 ANCHORS TUBE MULL 2 ANCHORS 4 ANCHORS I NCHa 5L NCHo A-A(3Z SECT. A-A(4) = ;SECT A-A(4) ;SECT. A-A(5) .' ;SECT. A-A(5) SECT. A -A 6 SECT. A -A 6) SECT. A -A 7 A -A 1 SECT. A� i SECT. A -A SECT A-A(2) -_- ': SECT_ O _ SECT. A-A(3) SECT. 1336.52 732.42 791.81 I ; 1 187.72 791.81 1 187.72 1187.72 12 I 19 1 /8 X 26 336.52 732.42 ' 336.52 692.83 336.52--y732_42 209.72 1 456.46 _, ' 209.72 ; 456_46 493.47 740.20 493.47 ' 740.20 740.20 38 3 l 209.7Z 317.fi6 - _ 209.72 _ ------ 429.55 193.92 .1 152.75 ; 271.83 ' 359.41 539.12 359.41 _i� 539.12 539.12 - 14 - i19 1 /8 X 50 5/8 i 31.23 - i 31.23 , 1 mil^ ` 152.75 -� 127.29 177.46 �- '. 127.29 152.75 -- - 135.81 ± -- -- 139.09 - -- 4135.81 = !` -- 194.97 1319.5-5 460.17 •• - - 319.55 i 479.33 ; 479.33 145 , 119 1 /8 X 56 1 /4! 94.13 ; 94.13 _ 97.48 97.48 1 19.85 136.64 1282.02 423.03 282.02 - 423_03 -- 1423A3 -- 15 _--___-,-_---_ 19 1 /8 X 63 ' 65.9 7 _-- 65.97 .__ _ 89.21 - ;---- ---- 89.21 ---- --- --- -- r64.27 -- ---- ---- -64.27 - 90.09 - _ 90_09 : -- 212.62 ; 212.62 1296.98 _- 296.98365.75 16 19 _1 /8 X 72 -- - 43_49---- - J84 43.49 - 3.�_----- 126.96 58.81 36.45 58.81 - -___� ! 36.45 _- - _ ' 39.83 - 39.83 --�--- 55.84 1131.79 ' 131.79 --;--------- i i 84.08 184.08 ; 294.03 _ -�--- 17 -_ 19 1/8 X 26.96 -- --- -- --�.__.`- ;------ --_ --i-------- --- 1572.13 1262.87 : 541.20 262.87 _ -- -,55.84 572.13 _-- -_! 262.87 ? 572.13 618.52 ;- 927.78 i 618.52 L 19 27.7 8 11927.78 1 H2 1 26 1 /2 X 26 ? 262.87 �-* X 38 3/& 157.93 239.21 157.93 ` 323.48 157.93 343.74 157.93 ; 343.74 __^_ ' 1371.61 557.41 1371.61 ' 557.41 1557.41 399.53 1 H3 1 H4 6 1 /2 �6 1 /2 X 50 5/& 97.25 97 25 1 13.20 --T 131.51 ' 113.20 - --_ 143.71 1 13.20 201.45 266.35 _ 399.53 1 339.42 266.35 ` 235.70 ! 399.53 i 353.55 ; 353.55 ---� 1 H45 6 1 /2 X 56 114, 69.43 - - j 69.43 T --i 93.59_ i 93.89 (100.17 02.59 1102.59 ! 100.17 i 143.81 235.70 207.10 236.83 ; ' 207.10 ! 310.65 ' i 310.65 1 H5 i t 26 1 /2 X 63 48.44 { 4 8_44 -- 65.51 - -- i 65.51 71.58 - ' ' 71.58 -`-+--- 46.98 88.01 100.34 ! 65.86 i 155.44 �155.44 1217.11 1217.11 j 267.38 1 H6 26 1 /2 X 72 31.79 { 31.79 ! 42.99 42.99 46:98 != ; 165.86 1 -- i 40.64 ; 95.93 ► ; 95.93 i ! 133.99 11133.99 214.02 1 H7 1 26 1 /2 X 84 �19.62 , 19.62 26.53 �__ 26.53 28.99 1.-- 28.99 : 40.64 1510 765 j 765 22 ' 6 ! 21 6.75 37 X 2 _ I 471.75 216.75 -- ' 471.75 1216.75 ` 1 122.22 ! 47� 1.75 ; 2 0 216.75 1122.22 1 471.75 ' 266.00 1510 1287.57 j 765 1431.36 1287.57 431.36 i 1431.36 23 - r 37 X 38 3/8 122.22 ; 185.12 122.22 1 85.36 250.32 99.17 185.36 ---�-- r108.37 T! 185.36 - - 1 151.91 ---�- 200.86 i 301.29 -�--- 200.86 301.29 1301.29 "� 1264.64 24 -- i,37 X 50 5/8 �1 73.34 -�- ------ - ; 73.34 - 151 - 170.28 70.28 ! 74.98 76.79 174.98 1 ' 107.65 - 176.43 254.07 ; 176.43 -_ - 1264.64 ------ --� -- 245 37 X 56 1 /4 51.97 -- .97 �- - , + 53.21 153.21 53.2 165.43 74.59 ' 153.96 176.06 153.96,- 11230.94 ! 230.94 25 37 X 63 36.01 ` � 6.01 23.47 ; 48.70 - 1 31.74 `; _48.70 31.74 ; 1'34.69 ; !_ 134.69 1 - L48.62 �- - --,-- 48.fi2 1 14.76 1 14.76 131.61 i 160.30 _� 197.41 26 ! 37 X 72 J 23.47 - i -- ' ' 19.46 1 19.46 I21.26 _ 1121'26: ` 29.81 29.81 i70.36 i 70.36 - 198.27 j 98.27 - 156.97 - 27 37 X 84 - i 14.39_ -- _ 11 14.39 '•. - -+--_ '- ---' - rt-- 1 191.61 i 417.04 i ; 191�61` i �J 7<C~4 . ' 450.85 ; , 676.28 - -�- j 450.85 - ; 676.28 r 676.2 32 53 1 /8 X 26 191.61 417.04 !. 191 .61 i 394^49 ': ; 214.14 �; _ _ _��� �, ��:38 •.•_,�. ;' 2,4 14� ! 231.50 i ; 347.25 1231.50 347.25 : 347.2 33 3 1 /8 X 38 3/SI 98.38 149.02 j 98.38 201.51 1 98.38 { i 1 1-fi.47 11_54.00 231.01 ':: 154.00 ; 231.01 _ 231.01 343 - -- - 1 /8 X 50 5/81 56.23 -- 56.23 -t------- ' 65.45 ---- !� .76.04 65.45 -- 1 83.09 65:45 -__ i 56.73 ' i 81 - - -- 133.48 -- 192.22 - ' 133.48 �200.23 - - ! 200.23 3453 i 1 /8 X 56 114 39.32 ! ; 39.32 53.17 136.40 ; 53.17 156.73 i 5._ i 39.7$ : •' i 48.91 .44 i 55.7s -- - ! 1i5.08 1 131.60 - -- _ 1 15.08 172.63 .172.63 3553 1 /8 X 63 ' 26.92 ----- 126.92 I 36.40 39.78 i _ i 25.62 35.92 ' 35.92 84.77 84.77 i 97.21 ! 1 18.41 --i ; 145.$2 36`j 53 1 /8 X 72 17.34 i 17.34 _ ; 23.45 i 23.45 --_--- ; 25.62 ------ I' 51.39 - 5 31 9 1 71.78 ' 71.78 20.81 37 i 53 1 /8 X 84 _ 10.51 _-110.51 14.21 i 14.21 15.53 115.5321.77 121 .77 SERIES 1000 & 1500 FLANGE VERTICAL " r INTERNATIONAL, INC FLORIDA EXTRUDERS .SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES %` r ram. �! n \!�1- _ - - �- TITLE: lir , �' `��r?r � _ i J r 1, �, SHEET 2 OF 2 MUI ((''77��-- NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY: �j pppRpVED BY: FASTENERS REQUIRED AT EACH END. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 - -- -- - X -' C>: 9 _ `� ' "'r SCALE: ` i?! DATE: J 1 % L _ . DWG.: 1�iv1 L ru 2 1000 S.H. 1 X 2 X 1/8 1000 S.H. i X 2 X 3/8. TWOBY WOOD DETAIL C JAMB (TYP.) TUBE MULLION JAMB (TYP.) 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 SEALANT BETWEEN SEALANT BETWEEN TUBE MULLI❑N INSTALLATI❑N ANCHOR #8 WOOD WINDOW -FRAME WINDOW FRAME SCREW (TYP.) & MULLION & MULLION #8 X i-1/2 SELF EXTERNAL MULLION #8 X 1-1/2 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS MULLION SECTION A -A (1) SECTION 1000 S.H. APPLIES TO HEAD & SILL WHERE 1 " X 4". 1 X 2 7/16 X 1/8 1 X JAMB (TYP(TYP.)& 2" X 4" TUBE MULLIONS ARE USED 1000 S.H. TUBE MULLION 1000 S.H: 2 7/16 X 3/8 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 INSTALLATI❑N ANCHOR #8 WOOD SCREW TAPPING SMS TAPPING SMS DETAIL B (TYP) 1000 S.H. JAMB (TYP.) s 9 I �L SEALANT BETWEEN WINDOW FRAME & MULLION #8 X 1-1/2 SELF TAPPING SMS -SECTION A —A (3) 1 X 4 X 1/8 TUBE MULLION SILL CLIP SEALANT BETWEEN SEALANT BETWEEN #8 X 1-1/2 SELF WINDOW FLANGES i 1/8' MIN. WINDOW FRAME TAPPING SMS & MULLI❑N EMBEDMENT & MULLION SECTION A —A (7) SHEATHING #8 X 1-1/2 SELF TAPPING SMS DETAIL C WOOD FRAMING SECTION A —A (4) AUXILIARY PLATE 1 X 4 X 3/8 (3,1C (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) TUBE MULLION �• • RV &'cl U A A 1000 S.H. JAMB (TYP.) �`�iCsIrn #8 SELF TAPPING MULLION SMS (TYP) DETAIL B E N #8 X 1/2 SELF. TAPPING SMS #8 X 1/2 SELF I TAPPING SMS LEVAT 10 VIEWED FROM .EXTERIOR I+O 'V FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD, FLORIDA TITLE: SER. 1000/ 1500 E I N SHEET 1 OF 2 SEALANT BETWEEN WINDOWMULLION FRAME #8 x 1-1/2 SELF TAPPING SMS SEALANT BETWEEN &IMrim" FRAME #8 X 1-1/2 SELF TAPPING SMS j �s VERTICAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF. 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: ECTION A —A_ (5 SECTION A —A (6� rDATE-2/6/02 scALE: NTS DWG.:. 1 V M F IN = WINDOW CALL WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X1 /g TUBE MULL 2 ANCHORS SECT. CHOA-A1 CAPACITY 1 X2X1 /8 TUBE MULL 4 ANCHORS SECT. HO 1 SERIES 1000 & CAPACITY CAPACITY 1 X2X3/8 1 X2X3/8 TUBE MULL TUBE MULL 2 ANCHORS 4 ANCHORS SECT. CHO 2 SECT. CHOA-A2 1500 FIN CAPACITY X2 7/16Xt/8 1X2 TUBE MULL 2 ANCHORS SECT. A -A 3 VERTICAL CAPACITY . 7/16Xt/8 lX2 TUBE MULL 4 ANCHORS SECT. A -A 3 DESIGN PRESSURE CAPACITY CAPACITY 7/16X3/8 X2 7/16X3/8 TUBE MULL TUBE MULL 2 ANCHORS 4 ANCHORS SECT. A -A 4 SECT. A -A 4 CAPACITIES CAPACITY CAPACITY 1 X4X1 /8-- 1 X4X.1/8 TUBE MULL TUBE MULL 4 ANCHORS 6 ANCHORS SECT.ii.A.-A 5 SECT. A-A(5) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6) CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6,ANCHORS :SECT. A-A(7) 201.83 125.78 91.61 81.45 71.88 62.15 403.67-. 251.5T 183.23 162.91 135.52 89.35 403.67 25I.57: ' := 183.23 162.91" 143,77 124.30 $05.50. 377;3.6 274.84 244.36 215.6E 186.46 403.67 251.57 183.23 162.91 143.77 124.30 605.50 ` 377.3.6 274.84 - 244.36 ' 215.6.E 186.46 605,50 37.7.3fi 274.84 244.36 215.6E 186.46 18 1/8 X 25 18 1 /8 X 37 3/ 201.83 125.78 403.67 251.57 . 129.63 92.98 65:16 42.9E 201.83 125.78 91.61 81.45 71.88 59.13 ` 403.67 251.57 178.41 127.97 89.68 59.13 201.83 125.78 91.61 81.45 71.88 62.15 403.67 251.57 183.23 136.55 95.70 63.09 FSIZE 2 3 14 18 1/8 X 49 5/ 18 1/8 X 55 1/4 91.61 81.45 145 15 18 1 /8 X 62 18 1/8 X 71 65.1E 42.9E 16 36.65 39.11 39.1--1 315.32 189.44 135:79 100.72 70.28 46.12 . 28.4E 260 146.60 102.40 75.39 52.24. 34.05 ` 20.88 52.64 55.38 105.29 128.92 105.29 157.94 157.94 17 18 1/8 X 83 26.63 26.63 36.65 157.66 94.72 67.89 60.08 52.79 45.43 38.32 315.32 189.44 135.79 120. i 6 99.52 65.32 40.31 315.32 189.44 135.79 120 16 105.58 90.87 76 64 472.98 284.17 203.68 180.24 158.37 A 36.31 93.8'4 315.32 189.44 135.79 120.1E 105.58 90.87 76.64 472.98 284.17 203.68 180.24 158.37 136.31 1 14.95 472.98 284.17 203.68 180.24 i 58:37 136.631 i 149E -' 1 H2 25 1 /2 X 25 157.6E 315.32 189.44 96.07 68.58 47.85 31.40 19.38 157.66 94.72 67.89 60.08 52.79 43.22 26.67 315.32 189.44 132.22 94.39 65.8E 43.22` "'" 26.67 157.66 94.72 67:89 60a78' 52.7.9 -45.43 28.46 1 H3 5 1 /2 X 37 3/ 94.72 67.89 1 H4 5 1 /2 X 49 5/ 1 H45 5 1 /2 X 55 1 / 25 1 /2 X 62 25 1 /2 X 71 25 1 /2 X 83 60.08 47.85 31.40 19.3"8 1 H5 1 H6 1 H7 130 260 260 390 260 390 73.30 146.60 146.60 219.91 146.60 219.91 51.20 102.40 102.40 153.60 102.40 153.60 44.97 89.94 89.94 134.91 89.94 134.91 39.24 73.98 78.49 117.73 78.49 117.73 33.54 48.22 67.09 100.64 67.09 100.64 29.56t ` - -29.5.6 56.21 68.83 56.21 84.32 390 219.91 153.60 134.91. 117.73 100.64 84.32 22 36 X 25 130 260 130 260 130 23 6 X 37 3/8 73.30 146.60 73.30 146.60 73.30 24 36 X 49 5/8 51.20 72.44 51.20 99.71 51.20 245 6 X 55 1 /4 44.97 51.33 44.97 70.65 44.97 25 36 X 62 35.57 35.57 39.24 48.96 39.24 26 36 X 71 23.19 23.19 31.91 31.91 33.54 27 36 X 83 14.21 14.21 19.56 19.56 20.88 32 52 1/8 X 25 33 52 1/8 X 37 3/8 34 52 1/8 X 49 -5/8 345 2 1 /8 X 55 1 / 35 52 1/8 X 62 36 52 1/8 X 71 37 52 1/8 X 83 SERIES 1000 & 114.92 229.84 114.92 59.01 1 18.02 59.01 39.25 55.54 39.25 34.02 38.84 34.02 26,59 26.59 29.33 17.13 17.13 23.57 10.38 10.38 1, 1500 FIN VERTICAL 229.84 - 118.02 76.45 53.45 36.60 23.57 14.29 114.92 59.01 39.25 34.02 29.33 24.78 15.25 � 229.84 118.02 78.51 57.04 39.05 25.15 15 25 _ 114.9Z - 59.01 39.25 y' 34.02 29.33 24.78 20.53 2Z9.84 i 118.02 78.51 68.05 55.30 35.62 21.59 229.84 344.77 229.84 344.77 344.77 1 18.,02 177.03 118.02 177.03;. 177.03 78.51 117.76 78.51 117.76 117.76 68.05 102.07 68.05 102.07 102.07 -58.67 88.00 58.67 88.00 88.00 49,56 74.34 49.56 74.34` 74.34 41.06 50.27 41.0E 61.59. 61.59. - FLORIDA EXTRUDERS INTERNATIONAL, INC. SANFORD, MULLION DESIGN PRESSURE CAPACITIES SHEET 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR #8 SCREW FASTENERS REQUIRED AT EACH END. 18 FE 2002 ± - TITLE:DESIGN PRESSURE CAPACITIES VERTICAL MULLIONS - SER, 1000 DRAWN BY: J D H APPROVED BY: .FLORIDA F I N & 1500 M nc-ci�ri cccccliQFc MVPM APP FOR 1.5 X '.. ,,.m.,_n� inG ina crezu�. c1 n Tzar . 1 VMC TAI Df; a e5 INSTALLATION ANCHOR -�— DOOR WIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR _ 8 TWO BY WOOD SHIM AS REVD #8 SCREW # SCREW SHEATHING (SEE NOTES) 1-1/8 MIN. BY OTHERS BY OTHERS EMBEDMENT Two BY .w00D CAULK BETWEEN BY OTHERS Two BY WOOD DOOR FLANGE SLIDING GLASS - & SHEATHING BY OTHERS DOOR FRAME CAULK BETWEEN JAMB. HOOK STRIP & SHEATHING 11 V/ INSTALLATION ANCHOR 1-1/8" MIN. 1-1/8' MIN. #8 SCREW EMBEDMENT EMBEDMENT /T�MPERED GLASS STUCCO (TYP-) CAULK BETWEEN OR SIDING DOOR FLANGE BY OTHERS & SHEATHING SLIDING GLASS . DOOR FRAME PERIMETER HEAD 7SHEAG CAULK BY S.❑THERSPERIMETERSHEATHING .CAULK BY BY OTHERSTEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.)IDING GLASS (TYP.) OR SIDING BY OTHERS �« BY OTHERS SLIDING GLASS DOOR 17 ',.:�: -sip :i� . INTERLOCK C...4 X :+►I DOOR -VIr: r.<� HEIGHT _ .SECTION B-B - - - -- HOOK STRIP DETAIL. - 1 D= uDEKS � �A� k�1Vt1.J l 1t ... _ NS: _ I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL. MUST BEL.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 QUANTITY LISTED WITH NEXT DOOR FRAME / LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING.. SILL- - B B - PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. p 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REQ'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 [�NOT ALL CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. EX. T E R I O R E L_ E V A-T I ❑N 14) SECTIONS CRNAIGUBAB* & HOOK LISTESTRIP�VE DETAIILE PP YNTO ILNSTALON THIS DATIONGOF ALLYER APPROVED INSTALCATION D EMBEDMENT u n 1-1/4' MIN. CONFIGURATIONS. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES Tp 2000 SERIES AND 500 SERIES. Q P REV DESCRIPTION DATE IN I T ^ EXTRUDER•S LIBERALLY APPLY F L 11 R 1DHCAULKING. UNDER SILL INT., INC. SANF.QRD FL. OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON TITLE: SLIDING GLASS DOOR SECTION A -A INSTALLATION WITH #8 SCREWS DRAWN BY. BB APPROVED BY: ' 12002 i ATE: 12/17/01 SCALE: NTS DWG #fLEX0027 SHT 1 OF PREPARED BY, PRODUCT L APPLICATION ENGENEERING. INC., 250 INTERNATIONAL PXVY., 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. JAi-iB QUANTITIES INEA. HOOK STRIP DOOR. 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 60 PSF 61 PSF TO 70 PSF SIZE AND SIZE UP To CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70` PSF 45 PSF 4068 XX, OX, XO 48 X 80 6 6 6 8. 8 8 8 8 8 4 4 4 4 4 4 5068 XX, OX, XO 60 X 80 6 'X 6 8 6 8 g 8 8 4 4 4 6068 XX, OX; X❑ 72 80 8 10 10 8 8 8 4 4 4 8068 XX, OX, XO 96 X 80 10 12 12 8 8 8 4 4 4 10068 XX, ❑x XO 120 X 80 12 6. 6 10 10 10 5 5 5 5080 XX, OX. XO 60 X 96- 6 8 8 10 10 10 5' 5 5 6080 XX, ❑X, XO 72 _ X 96: 8 OX x0 96 X 96 10 10 10 10 10 10 5 5 5. 8080 XX, 10080 XX OX XO 120 X 96 12 12 12 10 10 i0 5 (, 5 6 5 6 50100 XX, ❑X, X❑ 60 X 120 6 6 6 12 12 12 12 12 12 6 6 7 60100 XX, ❑x, X❑ 72 X 120 8 8 8 0 12 12 12 6 7 8 80100 XX OX XO 96 X 120 0 8 8 8 4 4 4 9068 OX0 109 1/8 x 80 12 12 12 8 8 8 4 4 4 12068 OXO 145 1/8 X 80 14 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16-: 16 16 10 10 10 5 5 5 9080 0X❑ 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 OXO 181 1/8 X. 96 16 16 16 12 12 12 5 7 8 90100 Ox❑ 109 1/8 x 120 12 12 ' 12 12 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 14 14 8 8 8 4 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 10 10 10 5 5 5 908D XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 5 15080 XXX 178 5/8 X 96 16 16 16 12 12 12 6 7 8 90100 XXX 106 5/8 X 120. 12 12 12 12 12 12 6 74 8 120100 XXX 142 5/8 X 120 4 4 4 8 8 8 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80 - 18 18 18 1 0080 ❑XXU 11 / . X 12 12 12 1 10 1 10 1 1.0 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 10 10 10 5 5 5 16080 OXXO 191 5/8 X 96 18 18 18 12 12 12 6 7 8 100100 OXXO 119 5/8 X 1201. 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14. 12 12 12 160100 ❑XXO 191 5/8 X 120 18 18 19 9 4 4 4 10068 XXXX 11 1/4 X 12 12 14 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 10 10 10 5 5 5 10080 XXXX 117 1/4 X _96 12 12 12 10 10 10 5 5 5 12080 XXXX 141- 1/4 X 96 14 14 14 10 10 10 5 5 5 .1.6080 XXX-X 189 1/4 X 96 16 16 16 12 12 12 5 7 8 i00100. XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 7 160100 XXXX 189 1/4 X 120 16 16 19 L-T 4. ANCHOR 1> FOR NOTES: MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. FLORIDA EXTRUDERS - INT. IN. SANFORD, FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER: DRN BB DATE, 12/21/01 DISCIPLINE:- CIVIL SCALE: N.T.S. DvG. No- FLEX0027 FL. REG. NO: 47182- - = REV -LETTER: SHEET. - 2 OF 2 PLAN: 2509 VANGUARD/ FOX & JACOB 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 WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 5. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL; CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, RE6ULATION5 AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, ANI7 PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = I'-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0". ALL I-iXII PLANS ARE DRAWN TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO I/W' = 1'-0". ENGINEERED BY: I VANGARD & Fox & JAcoBs HOMES B Y + E N T E X DE61GN PARAMETERS BASIC WIND SPEED = 90 M.P.N. (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 IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -IS PSF - ROOF5 = +20 , -20 PSF (-30 PSF AT OVERHANGS) ORLANDO DIVISION RVIRRICANE ENGINEERING (407) 774-9003 FAX: (407) T74-8477 P.O. 80X 161613 ALTAMONTE SPRINGS. FL 32716 THOMAS J. ANDERSON PEf 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 RAIL DETAILS Maria vjWj)i;NCpparro_sj-P.E. L!ce6n3989 :as HP I I..— "Y� us' _ H cl) s9sa 6 � ass W (D SJy� W.1 :8e ss� $s P Sill shee�o c Of. R-15 INSUL: 11211 DRYW2 DOUBLE . 2X- TOP PLATE 1/2' DRYWALL OVER DC2 FURRING OVER R-5 INSUL- WNDOW LNIT- 3-1/2" CONC. SLAB WiFIBERMESH OVER OVER 6 MIL VAPOR BARRIER OVER TREATED, COMPACTED FILL — FIBERGLASS SHINGLES OVER 15• FELT OVER 1 Vi6" 055 OR 112° CDX WOOD TRUSSES STRAPPED AS SHOWN ON TRUSS LAYOUT P.T. DO OVER D(8 CDR OVER 2X6 SUBFASCIA Ul/ CCNT. ALUM - VENTED SOFFIT - DB2X8 HEADER L R-19 INSUL. FOR 4'-6" MAX OPENING, 1/2" DRYWALL DBL 2XIO HEADER FOR 5'-9' MAX. OPENING UMO. DOUBLE 2X -WINDOW UNIT . TOP PLATE -2X WOOD STUDS • 16" O.C, W/ R-R INSUL -1/8' STUCCO ON MTL LATH 2X4 BOTTOM PLATE OVER OVER 15•FELT OVER 1/16" 0.515. OR 1/2° CDX 3/4" T 4 G PLYWOOD _2X BOTTOM PLATE ON 3/4" T4G PLYWOOD . 2X4 CONT. BAND BOARD FLOOR TRUSS STRAPPED. AS. SHOWN ON TRUSS LAYOUT OR DTL 'TF" $HT. "05" OR ALT. 2-STORY ATTACHMENT DTL. SHOWN 1/2" DRYWALL LINTEL BLOCK W/1 • 5 BAR 2X P.T. BM. PRECAST WITH (1) • 5 PLATE W/ 1/2"X8" WHEN 6 FT OR GREATER A23. 32' O/C _ -PRECAST CONC. SILL 3-1/2" CONC. SLAB W/FIBERMESH OVER MAS. FINISH OVER OVER 6 NIL VAPOR CMU BLOCK W/5 DOWELS BARRIER OVER TREATED, c SHOWN LOCATIONS COMPACTED FILL ON FOUNDATION PLAN j GRADE 3 • 5 BARS 2m" WALL SECTION —FRAME OVER CMU W� TWO STORY 1/2" DRYWALL OVER UQ FURRING OVER INSULATION — FIBERGLASS SHINGLES OVER 15• FELT OVER 1/16" OSB STRAPPED AS SHOWN ON TRUSS LAYOUT P.T. IX2 OVER 1X8 CDR OVER 2X6 SUBFASCIA W/ CONT. ALUM. VENTED SOFFIT -DBL. 2X8 HEADER UNLESS OTHERWISE NOTED ON PLAN -WINDOW UNIT -2X WOOD STUDS - 16" OZ. -1/8" STUCCO ON MTL. LATH OVER 15•FELT OVER l/16" - _2X 'BOTTOM PLATE ON 3/4' T4G O.S.B. 2X4 CONT. BAND BOARD -FLOOR TR1$5 STRAPPED AS 514OU1N ON TRUSS LAYOUT LINTEL BLOCK W/1 • 5 BAR LINTEL SCREEN 3111, CONC. SLAB _ W/ FIBERMESH OVER 6 MIL to VAPOR BARRIER j II MASONRY FINISH OVER TERMITE -HIM IL OVER CMU BLOCK TREATED, WELL m CMU BLOCK W/15 COMPACTED FILL .9 II BAR ar SHOWN LOCATIONS ON FOUNDATION PLAN n . I GR4DE 3 • 5 BARS 20° WALL SECTION—' FILLED CELL —TWO STORY Wp STEM WALL — SINGLE LINTEL N J 20" I. -4--ter- \,- 3 • 5 BARS @WALL SECTION —FRAME TWO STORY 3\' CONC. SLAB-.W/FIBERMESH O R 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL CMU n I 3 g 5 BARS 20" G MONOLITHIC SLAB — CMU TWO STORY 3 1(2' CONC. SLAB IN 13ERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL VARI 3 5-REBAR coY T. 10' 1o" AA DEPRESSED SLAB BEARING@ GARAGE 3V CONC. SLAB W/FIBERMESH . O R 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL n 1 10" I Io- 3 0 S REBAR BB THICKENED SLAB W BE WALL TWO STORY FIBEFKLAS5 SHINGLES OVER i50 FELT OVER 2'X2" STL 1/161 O$8. WASHER OR 112^ CDX WOOD TRUSSES - 12" STRAIGFi STRAPPED AS COUPLNE, SHOWN ON TRUSS 1/2' THREAD LAYOUT-. ROD 32" DA 1X2 FT. OVER D(B 2"X2" STL. CDR OVER 2X6 WASHER SUBFASCIA W/ CONT. ALUM. VENTED SOFFIT DBL, 2X8 HEADER FOR 4'-6" MAX ALTERNATE 2—STORY OPENING VM.2XI0 ATTACHMENT(WOOD/WOOD) HEADER FOR MAX OPENING UN.O., WINDOW UNIT ' 2)< - WOOD STUDS - 16"O.C. WASHER W/ R-11 IN5UL. 1/8" STUCCO ON 12' STRAIGHT MTL. LATH OVER COUPLING S. FELT OVER 1/16" 12- THREADED 0.605. OR 1/2" CDX ROO , -FLOOR TRUSS 12' X e' STRAPPED AS SHOWN AlL 32' OF - ON TRUSS LAYOUT OR ALT. 2-STORY ATTACHMENT SHOWN -DBL. 2X - TOP PLATE -DBL. 2XB HEADER ALTERNATE 2—STORY FOR OPENING, D5L_ 2XI0 L ATTACH MEN T(BLOCK/WOOD) HEADER FOR 5'-9" MAX OPENING U00. WINDOW UNIT 2X - WOOD STUDS • I6^OC_ W/ R-11 VC_ 8x8 LINTEL FILLED W/ (05 CDJT. �I 1 I VERTICAL REBAR SEE PLAN SINGLE COURSE LINTEL 3/a =1 -0 3, GONG. SLAB W/FlBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL 1 / 5 REBAR CONT. n p GRADE 1=4 X THICKENED SLAB NON BEARING ENTRY — CONC. PATIOS NON LOAD BRG. WALL 1 M 5 REBAR CONT. AIL 3 1/2" GONG. SLA W/FIBERMESH w OVER 6 MIL VAPOR BARRIER j OVER TREATED + COMPACTED FILL Z DEPRESSED SLAB NON BEARING® GARAGE 25" GORIER BAR ,-2 L P 5 HORIZ. BAR W/ STD. HOOK • 5 BAR _ PI ` CCNC. FILLED �� TOP COURSE WA-5 CHAIR BLOCK CHAIR BLOCK UNDER FRAME L BR LINTEL BEAM REINFORCING FOUNDATION DETAILS & WALL SECTIONS MONOLITHIC SCALE: 1/4" = 1'-0" 1 ,►FOR I ME OR a m__i: 0 w1K,KjC,4NEl ENGINEERING (407) 774-9003 FAX (407) 774-8477 P.O. BOX 161613 ALTAMONTE SP�Ifjl {L vft THOMAS J. ANDERSON PE$ �j g is Caparros, P.E. MAXIMUM SPACING DF FILLED CELLS UNBROUTE➢ CELLS THAT CAN RESIST A 100 M.PA. LOAD DESIGN WALL PRESSURE T = 22 F5F MAXIfLM ALLOWABLE TENSION ON HOLLOW CORE UNITS 15 25 P.5.1. - AL.I. 531 TABLE 10.1 59-TION PROPERTIES 8" PARTIALLY GROUTED WALL = 95.43" (MASONARY STRICTURES A.C.IU M = .1-1 /8, S = W-L•LXI2/ 8XT = 95.43. 1 = 10.4 FT. USE 8'-O" HORIZ. SPACING - 9'-4" CEILING MAX. (F5 = 1-v USE 5'-O^ HORIZ. SPACING - 10'-O' Tb 12'-8' CEILIW� MAX. USE 6'-➢" HORIZ. SPALINE - 12'-8' TO 18' CEILII.E, MAX. R ADD LINTEL W/ 0) •5 CONT. @ 9'-4' HST. (A/- 8^) • -� 5 STRUCTURE HAS )SEEN DESIENED TO MEET OR EXCEED da License �MY/V �, V . �a IIO M.PJi. 3 SECOND BJSTS WIND LOAD REDUIREMENTS OF 7NE STANDARD HTILDINS C013E 2001. VJ J A F- Z VaWO =Z0F OOOcn Ooo-� �o :3 LL O ILL +/W�33 Q SED `V E �S k � =3s N ng ga revisions: 0 designed try: nl dm— by: dmw design checked by: — date: 01-22-01 sheet Al Ot 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 LIGHTWEIGHT FANHOR EMBEDMENT HOLLOW BLOCK 6" 1-1/2" 846 LBS. 4" 1-1 2" 1075 LBS. J—BOLT: 1/2" @ 48" O.C)K TEST REPORT # 150-20068/ PROFESSIONAL SERVICE INDUSTRIES, 1NC.SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL INFORMATION EXPANSION BOLTS: 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 CsROUTED SOLI 2 SIZES LARGER THAN AROUND PIPE PIPE PASSING THROUGH SLEEVE SHALL BE SLEEVE 2 SIZES LARGER THAN PIPE PASSING THROUGH Y, y` ` THICKENED SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY i 05 REBAR WITHIN FOOTING CONCRETE FOOTER W1 25" MIN. SPLICE OVERLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL *T�C arros, P.E. F&orid_a Licensee# 53989 0 3 2003,__ H z O U ._I Q w Q z O 1— z D 0 :ag cEs^ aye: aN �gE O F=5 J =ts`z w s1,1 O13 $]iF `o 88a� Eels zoss- —is'-:: designed by nt drawn by d— design checked by: aww date: Ot-22-01 sheet Al.1 of: 14'-3' 11 40'-0' SH-25 SH-25 (+22/ 24) (+22/ -24) EGRESS II EGRESS I-R46 m 11 ii W.I.ii, YI 11 VFAT CM m CAWET RR 9 jl 11 'if .9 BEDRM 03 li it BEDRM #2 IL a& ,"•° •'FLAT CLG i' B'RAT [f 8'. CARPET RR CAPo'EiRR 26. I-R 16 I w _ 8'-II IR' �' 2'-0' 3'-2' l'-II IR° 3'-9• 6OBy �_ p 2"S �D ?—I, ' ER45 20G8 = xlINIATBAT `J WL 2." V F"T 2666 2668 166E R6 4 $HOLLER 0 4'-I 1/2" - OPT. r--- - r U. L3'-tl' 3'-9° II'-11 Vl' 266E .•. r 1-R 4 5 2X6 NOTE; AIR HANDLER TO HAVE Q 9 MM. OF 4" CLEARANCE ON 19 C� ALL SIDE$ AND ENCLOSURE •'+ d SPACE SHALL BE MIN. 12° --L., WIDER THAN APPLIANCE 0 - BEDRM •4 OPT. GAMERM MASTER FLAT AT CLs CBEDRM W RAT M CARPET RR CET RR 15'-3 1/2' Ell 20'-4 1/1" C 44 W 2X4 ♦ GRESS caL i4 SH-25 4X6 W COL SH-25 SH-ZS (+22/ -24) DBL-25 o (+21/ -28) (+22/ -24) -T1_ " EGRESS a PO F (+ZZ/ Z24) -23 I ml I PA�tIOI I I (+22? 24) I (+2Z/�-2-,Z4� r- -------- o ❑ ❑ py ---- - �6-O 21 6-8 Cas I I {+21/ -23) ' AT OPT. F I 36' FBffR R AT LLB, FJg KItCHEN o NOOK AIR 0 6'RAT Cm a vRAT M& = W4�o vmMR VIRTLRR FAMILY RM o V FLAT Qfi o LL I a CASE` RR rB,T. I SIELym --Fwc- M- ---- _ DRITR 2B6B LAUNDRY m� :B6B0 Ulf. WALL = II V FLAT CLG I it o • 20G8 / MM RR W 1 it ('j �p T• 6G 1 it Y � W.C. L m '' •'a6'� ° 2 -CAR GARAGE DINING RM B'RATQG m 11 - W FLAT aA I I Q CAFI-V fl.R 8'_IOI. 2:_T1. I 1 II In N 0 _ r 9 (a N R' HIGH STOP UJAJ L— Wa WALL M F------ _ ------------------------- ------- = I I 5Fr. WALL I 1 - LIVING RM I 1 - 1 1 e' FLAT QG. CAWET RR g i 16' X l' O.H.D. (+19/ -23) �� i Hg ANEL PFECA5T . LMM W (I) 5 ( 1/ -23) 2LT. s s ^I r ENGINEERING PARPARTA FFZWELEVATION ENT"AYWW. MAT G. „ '• LE :. - 2nd FLOO - LAN BEORM. #4 HALL/STAIR WELL PARTIAL GAME RM. - -� ENTRY T SUFFICIENT FOR WEAR LOADSL • c i - - I Ell 2'-10' 2 STAIR INFORMATION 8 HEIGHT: 9'-4" LENGHT: 11'-8' RISERS: 15 9? l 12" EACH Kva J TREADS: 14 p 10' EALH 1 250q STAIR I�i 8 RUN DETAIL LL SGALE: N.T.S. < ( NOTE: SEE STAIR DETAIL IN STRILTLIRAL SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION. ) AP 5a. FT. CALCULATION5 Ist FLOOR M2 III 2nd FLOOR 1441 * TOTAL LIVING AREA 2509111 LANAI 0 ENTRY 15 OTHER 0 d' GARAGE 421 �R TOTAL AREA TINDER ROOF 2951 * PATIO..:.. TOTAL 2991. 111. a°' z v® NJ L.L O ®�� ill a�p8p� i� =B E� 0 5 Fps `f V rWtill sE 0� O N 33•• fig ; flit o9-0oes a.&Jmea by ro alB.hl by d— d—ked by: a dale: 01az-01 shed® A2 Of. TEXTURED MASONRY Q FINISH — � w _ 5COfRW MASONRY FINISH 3 FINISH FLOOR - FNISH GRADE LEFT SIDE ELEU- SCALE = /e"= 1'-0" COMP. SHINGLES ROOF PITCTT 12 Y TPo155 BEARING TRU55 BEARING I TRUSS BEARING fIWSH FLOOR ,f OPT. FP. NOTE. -Top 111JEY AT LEAST 3' ABOVE HIGHEST POINT I I WERE IT P AND AT LEAST 2' HIGHER THAN ANY PART OF THE OR BUILDNG UTHN IV HORIZONTALLY. I I CRICKET I I I I I 1 ----------- - -- - -------------- ------------------------------------------------ -- ------------- ----------- SILL FRONT ELEVATION B' 5CALE: V4.4-0- ROOF PITCH 12 J I1'-4'ii BEARING. ---------- Tid155 BEARING --------- S _0. TTd155 BEARING ----------- m Q � 3 FINISH FLOOR Epl GR,4DE STUCCO TEXTURED MASONRY FINISH O 1 1 I 63 ------ --- - - L 1I s T ---- T______--- $e OPT 7 M&4TH WINDOW y9f9 ------------------------------------- --- TEXTU �MASGPRI' c c FINISN� W v Ff - ----- --- �€ z `3i I6HT SIDE ELL Q 8 SFm SCALE _ IV= I'-0" 3 C) Lo sgs -1 �g�o n�is;au: 03-00�3 Maria Virginia Caparros, P.E. designed byN drawn by,. d— design checked by — date: 01-22-01 Florida Li ense # 53989 sheet: ENGINEERI G -APR 0 3 2ao3 .� A3-B i .I. �, CEILING FAN FRFNRE(OPT) I' •—r—� ' GEIUAIG F(\A�\N PTEWFEfOPTJ II i' _ 30 • � / GFT-t I 16 I cFM IB lox b I 10 X 6 I Ea- — \ 1 IGHT STRIP 1 ` \ 1 -- I • , VANITY Ioxi GFM 1 \ 3 \ --E ] GFM To DOaM6TAIR5 - - -- - , �� 1 N /�\�I�xB 235 CEILNG FAN TSTDJ CEILW. FMI (STDJ Of 11 S ll1♦.1� �1 ice. �-1 7nrJ �I �('fi�lf:�l SCALE = 1/4" = I'-0" WEBB! KITCHEN A KITCHEN B SCALE- 'a"=I'-O" SCALE- '4•=I'-0" 6 LIGHT STRIP UU OPT. VANITY �\ I 0 m y S BATH D BATH E SCALE- '4' 4-0' SCALE_ 's"• I'-0• INTERIOR ELEVATIONS � v4^=r-o• KITCHEN C SCALE- "4"=I'-0• 9 m POUNDER RM F SCAIF-'ri'=I'-0• '"\Jp OUFLEX REC. 0 m y S BATH D BATH E SCALE- '4' 4-0' SCALE_ 's"• I'-0• INTERIOR ELEVATIONS � v4^=r-o• KITCHEN C SCALE- "4"=I'-0• 9 m POUNDER RM F SCAIF-'ri'=I'-0• '"\Jp OUFLEX REC. ® EXNNIST FAN —IW 230 VOLT REC. ® 51010E DETECTOR s q? WATER PROOF AEC. SMCKE DETECTOR CALL MOUNT) PHONE .IW GROUND FAULT REC. TELEVISION ty SWITCWED REC. LNCTION 50X 1[ DISCONNECT H1 FLUORESCENT FIX O FLOOR CUTLET i s_.g.T TRACK LIGHTMG $ SUTCw S 3 WAY SWTCH FLOOD LIGHT S' 4 WAY SWITCH �- MCMD CEILING FIX POWER MM ON -� RECESSED LIGHT(� --[�. DOOR BELL -� RECESSED LIGHT 1. PR( 1 /j �L CEILING FAN PFEWRE 6_11 31 V.TR U 3 1 IR• VTR LAV 110' W.C. 3. COrB.WW TUB1 112' r KS. LF 3. 3' 2 3• r wn LAV 1 Vl' 3• 2" 4' WL. 3" 3' 4' n 2509 PLUM5ING RISER e _ TO PP.. V GROUND ROD v) Q Q Q a-� C) Q () rrW 2 E Vnn J _j II U U Z_ G U U W _ W IJ L1� 15t ELECTRICAL SCALE = 1/4" = I'-0" �Sl9df�ICAIY€ ENGINEERINGof L11 a •��rt1�� ff E 3 € <aY �l g ; �E o 2 / 0 5ER CABLE RANGE 83 WOS 0A LO DRYER 103 M ANEL SMALL APR 12/2 1113 LIGWIW, CIR W/24 W3 LE MODEL 50A QUANTITY I — CONDUCTOR A 2 I NG RAE 40A 2/P 8 10000 2 1 DRYER 30A 2/P 10 5,600 I DF-4405FER 20A UP 1,1200 I REFRIGERATOR 20A VP Q 540 1 I DISPOSAL 20A W Q 540 I 1 WASFER 20A IR 600 2 2 °.ATALL APPLIANCE 20A LP 12 30M 6 (1 GEFER4L LGHTNG 5A W 14 61M I I GARAGE DOOR OPENER 6A VP 14 1500 I 6 PADDLE FANS 66) - 15A LP 14 50V SO -TOTAL. !WATTS) 30,4W I . 100M w4TTS AT 10016 100M WATTS REMINDER 40% 8016 WATTS AC. 30M WATTS TOTAL 30M WATTS TOTAL LOAD AMPS 8813 AMP$ SERACE SIZE ISO NIPS `o o�€a IN�za d F3$ !¢vI510n5: designed by: N drawn by: dmw design ch—k.d by: aww dale: 01-22-01 sheet: A4 2504 ELEGTRIOAL RISER DIA6./150 A 4 WIRE SERVICE of: T 00 S m Ag ess ° a �x nAEE R$ k 0 K K y yy - i� Mill 4 a9'AY pa@ -a PF:° �hali� p. �s-$-$i8< u Ali ea?xFIF#i Rl:i§o"s d ;;3$8£1zilsaa:4:fil$asi vIIPAIR aCax �a ss sRr "s_24: #=bI$$ all ="sRIg'5A9A1R $A 2 1$AA889S41YSFn Y za$c ? gm011i. $�s��a� � If �$ ^aall MONO $s��?i$aa�g$�$ �YRa9ssAYgglppgg=�Ayi�Y�px���E-"-�R�R���3�i�gpi�ig�f�iA9EtI aaia#p3aasa�yS� N s� 3'E5 yR51115;f 45 �Yo5$ Q €YYY8�8RYgrg�?jA�Al9 x7R xxF byaa7 aaERPS§i3S'g=p8"W a"^IIA A_1G.§I°6_IAI1f Ai o1 OI SR3I•-yA}�$a:2^89���A S:8f 12, J° p f t o- -�°� CN Q QO J �•�9 (n J Z I O O O (n N W U Of Li F- In C) U W 00 �8$aF��Iyya��ss�$�a �SR •. yRYAy8e,458'$ r a "v•a�g F UxFEY�QQr�Aas Ce i; ��o�ASFFB66a ERI i � V�} o o§ o p o Runnunnni 0a NOISOME 000001011000010 0000101000001100 y 0 u i u C W ry 4 g a i .. O n s °y6 : sRs�o ° yU Z S e5B�§UO6 ^ Q :_ u�8n�°• B 9"9 n�,o _o°�F eo eOg�� V °aUa_ogCu a �fioma a a m �61Sop iao.$:oE .°,g a��,am n F o�-•�a 9 � � �°3C off$ a� � dQ1<y a�a `o a i �sbli° ; n o OEgs :°3,av3� go_ -o�LL-�ng2fNm °y�`��k'•8<< "tnsy °dh H1 ;-2 �3! a 94ifflQa �i�°RF-Eio a000 moo: r. LIJ N ono ea�5..< Z 322 =u 2E�oac°.°5 .. s s Qeo� ga $�, O �8s°°s2°� oeiKze iE�3b ;j'2-q �.4001i$$°o���3��� W oo'oa hop- §Wv•ak.. Egga-s Yo m W o:_.__ a D G�-O a ZH�. --11 °rvk Z�`o° 32:zt2oSn pp5 UIL °p�p«paaaog You` Q J V Ea�da`n�i W 1N=J.°.<�00�r EJ O.B<Q<=JIZTUf < FLO��•4LL< -kv °iv n .o rod-rvm v m o r d d Ul- kJ eid,G .ur me AST- RET162509 LINTEL SCHED LINTEL NO. LENGTH TYPE GOMMENTS L 1 1"-4" 8FI6-I13/IT ALLIED LINTEL: A-13 L 2 T-b" 8FI6-I6/IT ALLIED LINTEL: A-5 L 3 T-6" BFIb-IB/IT ALLIED LINTEL: A-5 L 4 4'-6" 8FI6-OB/IT ALLIED LINTEL: A-3 L 5 !'-6" BFIb-IB/IT ALLIED LINTEL: A-5 L 6 4'-6" 8FI6-013/IT ALLIED LINTEL: A-3 L -7 4'-6" 8FI6-05/IT ALLIED LINTEL: A-3 L 8 4'-6" 8RF14-OB/IT ALLIED LINTEL: A-3 L,J MJ W Q H xy O O h� - ^ s n 1R m ry m iv n n m v o W O m c O r m Q p n m m 0 x j L O n pt p ry 0 A E 'G I. m c i dI U X'JB� m'm�'n� np Om mOO� m --'ry= Qom m_ nn�m ON _ m a Ej -W fr o n m m= m= v r m m a a Y m ry W ry N OQ 2m v m m �i pp n n i y m aN a a n Tni ry m a YN r• Q O= 0 tt1 _(v mvmm rmvo mv_ m J Q Q QQQQ QQQQ QQQQ Q Q - 8FI6-IB/IT 5F12-IB/IT 51`8-115AT LINTEL SECTIONS o� n m na n rr-mv m my O mm o ry nkov.�ry n m o a O v a e ry In A mO Q o n m d1p_SS m n Q m W p$ g v n$ pm n m m n m ry ---- - c r m m p ��x.� ° o p8O88 '� m o c m m O .Oo n. knr rOi m Toi n m ry n ry kOr w o O N nom ry p1 m m °i 4"y_ma v_ a m a r z m rai rni ry b ry is < N r c O_ iv in W Z —(v mvmm rkO a-_ O _Trmv In J Q Q QQQQ QQQQ QQQQ Q J Q Z mn Ew s_ m mpp i- oee- Q adg^<itC �Ou m O RZ-Y�6 - °ag w 1�� f p v•D Ltl V J LLs - Ki°'-3 s Z I.Q.m..aODs$u � F� q.Sj J ead 0�2 �a �a r a O F �go°k��ka�o°aa E_�5 Z�- Q Ory�-.�. ✓'EJR'�OS eY 000 ai a ri o r m c �� �JI 3-19V1 TJ3d Se' S3RIV/. •5 REBAR AT TOP MIN. (I) REO'D T-4 UT EBAR AT BOTTOM• OF LINTEL CAVITY BOTTOM REINFORCING l-�B-AGN PROVIDED IN LINTEL 8' NOMINAL YVIDTN (VARIES) 1— F FILLED "TH GROUT / U = UNFILLED AT BO OM OFF LI°NTELL CAVITY aFIC -15/IT NOMINAL WIDTN� L CVANTITY OF .5 NOMINAL ME)'W j REBAR AT TOP T"rFE DESIGNATION 2509 LINTEL DIAGRAM (GAR. RT.) �SI�iR/SA/Y� ENGINEERING SCALE: N.T.S. Maria Virginua/Caparros,, P.E. -Florida Ucense,# 53989 0 3 ,2oa( w �gS rgs W QQ 3_E {l. ag=€ s.a€. rn zogg p_p�pp� O t£3b N HU .go rensiom "y. designed by:.1 Grave" by: d—design checked by: aww Gate: 07-22-07 sheet: A5 of: 1 C CAST-CRETE SAFE LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS I. Vc precast lintels = 5500 psi. 2 f'c prestressed lintels = 6000 psi. 3 f'c grout = 3000 psi w/ maximum 3/8" aggregate. _ 4 Concrete masonry units (GMU) per A5TM 090 w/ minimum net area compressive strength = 1900 psi. 5iRebctr provided in precast lintel per A5TM A615 6R60. Field rebar per A57"M A615 6R40 or &R60. 6 Prestressing strand per ASTM A416 grade 2-10 low relaxation. -1 7/52 wire per A5TM A510. a. Mortar per ASTM G210 type M or 5. GENERAL NOTES I. Provide full mortar head and bed joints. 2- Shore filled Ilntel5 as required. 3 Installation of lintel must comply with the architectural and/or structural drawings. 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 1i'-4" and longer with a nominal height of 8" meet or exceed 1_/I80. 15Bottom Field added rebar to be located at the bottom of the lintel cavity. 1 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8 Gast -In -place concrete may be provided In composite lintel In Ilev of concrete masonry units. q Safe load ratings based on rational design analysis per AGI 515 and AGI 530 SAFE LOAD TABLE NOTES I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length 15 less than Safe loads for all. recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #1 rebar may be substituted for two #5 rebars In 8" Ilntels only. -1. 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. NOTES: 8" PRECAST W/ 2" RECESS DOOR U—LINTELS Cisx�Carn GRAVITY TYPE BRVb 1 22 BRFYl-14'-4" (52") PREGA5T 14B9 I541 5053 M64-72 4g29 5904 6880 1621 3412 1941 9416 10818 4'-6" (54") PRECA5T 1351 14 2152 4461 5515 6264 11023412 1941 9416 10878 5'-8" (68") PRECAST -155 552 1602 I550 2058 2566 3015 3585 1153 2162 4014 6412 6516 5814 6839 PREGA5T -55 174 1500 1449 1924 2400 2876 3352 1Ice 2051 5511 6412 6516 5450 4 6411 6'-8" (a0") PRECAST b22 qol 1611 2435 2516 3223 B512 4522 q07 1611 2933 4100 6130 817T 6101 7'$" (90") PRECAST 665 761 1371 2252 1455 2451 2444 5459 164 1317 2324 5609 5492 6624 5152 q'-8" (1115") PRECAST 311 420 654 1255 Iolt 1542 1614 I886 535 920 1491 211q 2615 3595 26-15 8" PRECAST W/ 2" RECESS DOOR U—LINTELS Rrn UPLIFT LATERAL TYPE LENGTH enF T ersF I ew1+1r BRFIB-1T 6nFzz-1 6BFz6- — BRUb 5RF6 erdb-2r to- enFts- 6rsFla- -2 o- so- (52°) PRECAST 1244 1513 2413 5260 4112 4961 5b25 932 932 1244 1519 2339 3110 4006 4050 5696 (54") PRE6A5T IIg2 1501 2511 3121 5931 4156 55-M 853 053 1142 1455 2240 3056 5537 4643 5453 (68") PREGA5T q24' 1112 I195 2425 5055 3689 4325 501 501 924 $132 1-141 2351 2-175 3603 4250 (10°) PRECAST B96• II38 1142 2352 2965 35BI 4190 469 469 89b 109<I 1690 2288 2B91 3441 4106 (80°) PRECAST ll8 662 1513 2042 2513 3101 5642 B30 1100 718 956 146E 1457 2509 3035 8565 (q0") PRECAST 688 b9l 1525 Isla 22B0 2753 3221 110 941 688 84q 1302 1162 2225 2690 3157 (116") PREGA5T 593• 455 &0& 1123' 1413 I104 1945 116 614 535 521 1009 1969 I126 2068 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 1 . Maria Virginia Caparros, P.E. 8" PRECAST & PRESTRESSED U—LINTELS 8" PRECAST & PRESTRESSED U—LINTELS Cws�Carn GRAVITY TYPE LENGTN 8FB-0B 12 1 24 O 2 8FB-IB 8FI2-IB 8FI6-IB BF20-I F24-IB 2?15 2-IB 2'-10"(34") PRECAST 230 - 3166 4473 603q 7526 9004 10472 II936 3166 4473 6039 1526 9004 10412 11996 (42°) PRECAST 230 3138 3311 468q 6001 1315 0630 9941 3166 4413 6034 7526 g004 10412 II936 4'-0" (45") PREGA5T 202 2325 2446 5467 4458 5410 b3b4 1356 2646 44-0 6039 7526 g004 10472 II936 4'-6" (54") PREGA5T - 1651 Ilb7 1915 2651 15403 4149 409b 5644 3110 4021 603q 1526 1 g004 la472 966b 5'-4' (64') PRECAST 1184 1223 1301 18o9 2511 2826 5356 3e46 1665 2869 5051 6096 5400 6424 1450 5'-10"(10') PRECAST q72 1000 1054 1474 1869 2504 2121 3131 1459 2464 4144 545E 4451 5250 6122 6'-6" (781) PREGA5T q37 1255 2101 5283 2746 555E 3911 4585 1255 2101 5546 5260 1154 bgg5 68g0 1'-6" (90") PRECAST 767 1029 I615 2365 1944 2439 2686 1 5535 1029 IblS 2610 3839 559b bb 15 5041 q'-4' (1179 PREGA5T 652 lo49 I464 1210 1452 1154 2021 768 1212 IBIb 25" 5469 4030 3121 10'-6 "(126°) PRECAST -082 802 1125 915 1122 1326 1535 658 1025 1514 2081 2114 3150 2404 II'-4" (136") PREGA51' r44 59bq55 Obs 1554 2355 Ilg3 2075 598 455 1565 1554 2441 5155 40" 12'-0"(144°) PRECAST 545 564 1254 168q 2014 I510 1818 555 864 1254 16g3 2211 2832 3540 15'-4" (I60") PRECA5T 362 421 l2 6 102b 1331 1655 1224 1415 485 745 1016 143b 1855 2343 2920 14'-0"(168") PRECAST 338 381 645 914 IIgO 1462 105-1 1260 455 700 1003 1555 1114 2153 2666 (176") FR`=5TRE5SBN.R. NR NR 1 MIR NR NR NR 465 165 1 1570 12045 2b10 5155 5165 IS'-4' (184") PRESTRESSE N.R. NR NR 'NR NR NR NR NR 420 6q5 1250 1b55 2570 2590 3410 1T-4' (2089PRE5TRE551H I N.R. NK NR NR NR NR NR NR 310 550 150 1400 1600 2200 2600 (2329PRE5TRE55 N.R. w NR NR NR NR NR NR 240 400 150 IOgO 1400 1120 2 0 21'-4' (256")PRESTRESS N.R. NR NR NR NR NR NR NR 1133 550 610 940 1540 1150 2110 22'-O"(2b4')PRE5TRE55 N.R. NR-. NR NR NR NR NR NR I6o 500 Slo 810 1250 1660 Ig10 24'-0"(288')PRESTRC-55E N.R. NR NR M2 NR NR NR — 130- 240 4l0 120 1030 1350 IblO Florida ilense # P3989 t t; ,AM 0 3 2003 I h jam`\ — UPLIFT LATERAL LENGTH TYPE BFB-IT 8FI2-IT BFIb-IT 30-IT BF24-IT BF26-1 BF32-IT BUB BF8 6F8-2T 5F24-21 2'-10"(34") PRECAST 2127 281b 4101 5552 6569 7611 4055 2021 2021 2121 2184 3981 5190 6401 1630 8951 (42") PREGA5T 2165 22b9 5<-&O 4251 5219 6204 1192 1257 1257 2165 2215 3165 4125 5091 6061 1036 ") PRECA5T 181e 195q 2832 3650 4532 5381 6245 q39 q3a 181E 1925 2150 3553 4422 5264 6110 4'-6° (54") PREGA5T 1660 1162 2501 3251 4010 4761 5525. '727 727 1660 1105 2435 3111 3913 465E 5406 5'-4" (64") PRECAST i3936 1484 2110 2141 3315 4010 4645 505 505 13g3 1437 2050 2b10 3243 3920 454q 5'-10•(10") PRECAST 1272• 135-1 1950 2505 3084 3665 4241 418 41a 1272 1315 18T5 2-1 3010 $553 4151 6-6" (18") PREGA5T 1141• 1200 1733 2250 2769 3290 5512 107 857 1141 1152 1654 2192 2103 3216 3732. 7'-6" (9D°) PRECAST 959• q12 14T5 1914 254 219-1 5240 591 657 990 Io29 1466 1907 2351 2T97 3245 q'-4" (112") PREGA5T 801• 612 950 1269 Isbo IB52 2144 454 630 Bol 155 1N2 550 1410 2211 2654 l0'-6°(126") PREGA5T 716• 4q8 113 1021 1261 14g6 MI 3q6 4q3 716 611 103q 1389 1111 2034 2356 ll'-4" (156") PRECAST 666• 43q 696 894 1104 I5o9 I515 363 556 bbb 535 905 1295 1595 Ib9b 219E 12'-O'(144") PRECAST bOY 400 651 816 1001 IIBb 10 340 4q4 631 456 815 1209 1514 114q 20B6 13'-4"(160") PRECAST 500• 340 532 656 641 q97 1153 302 3q8 573 409 652 1004 1567 1631 1097 14'-0"066`) PRECAST 458• N6 4-13 655 1116 922 1065 2b6 360 54b 315 629 922 1254 I561 IBIb PRE5TRE55FX243 243 2q5 459 541 124 551 9q0 N.R. 357 352 5b2 552 II56 1491 I142 IS'-4'(184`)PRESTRE55 228 228 270 329 450 542 553 7ql 611 1072 001 1501 Us Iblb N.R. 327 IT-4*(208")PRE5TRE55E 155 1 236 361 464 567 610 174 N.R. 255 158 j 276 449 649 814 1121 13B9 19'-4`(232')PRESTRE55 I65 201 313 401 4-10 57B 1 661 N.R. 204 165 23q 3b3 550 156 21'-4`(256`) PRE5TRE55 145 IBb 218 356 433 N.R. 172 142 212 356 411 655 221-0'(264")PRE5TRE55E 140 Ib0 265 343 415 $4R356 N.R. Ibl151 205 322 451 1107121 165 244 312 3b0 N.R. 135 124 IB6 .290 40B 53B 'REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR WnTF�• I ALLIED LINTEL TABLES MATERIALS I$ INSTALLATION I. rebar in precast lintel 6RbO per A5TM A615 2. rebar In poured beam 6R40 per A5TM A615 3. f'c For precast lintels=4000psi 4. f'c for field concrete=3000p5i 5. concrete masonry units per A5TM G-90 mortar per A5TM G270 type M or 5 6. calculations by: Richard O. Newman, P.E., Riddle -Newman Engineering Inc. 1. shore all composite Ilntels 4" O.G. 8. all composite beams calculated with 1#5 d top of beam g, safe loads based on nominal 8" bearing (4" minimum). 10. all loads shown in pounds per linear foot 11. for lengthes not listed use next longer length for safe load — FIELD REBAR 4 05 GR 40 m l Q F 0. GM.U. IL J J) Q Q .. CONCRETE FILL w Q FIELD REBAR Q"5 GR 40 r ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8-W 8"X8" 8"X12" 8"X16" 8"X20" 8"X24" 8"X28" 8"X32" UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED A-1 210" 654q 6251 10125 12000 12000 .12000 12000 12000 A-2 3'1" 5555 3b58 5231 8552 11440 12000 12000 12000 A-3 4'6" 2001 Ig74 3361 4616 (11156 126q a601 gg24 A-4 510* 1125 1080 1010 2455 3336 3g13 4631 5550 A-5 116" 9O2 1056 1544 2542 32g4 402-1 4190 5522 A-(2 q'4" 656 63(, 1112 1534 1gg4 2456 2g02 3346 A--1 10'6" 48q 455 541 1170 1522 1551 2217 2556 A-8) 11'4" 502 612 1125 1550 2002 2455 2951 338q A-Q 12,8" 421 455 qOo 1224 1604 Ig68 2360 2121 A-10 3'4" 3g3 41q 174 1055 1351. 16g2 2024 2341 A-11 14'0" 542 3-13 690 q38 1235 1510 1808 2091 A-12 14'8" 508 554 (lie,842 1105 1552 1624 0711 A-15 17'4" 212 255 436 611 &0& qab 1158 1380 A-14 Iq'4" 250 3q5 496 850 38 408 IbgB 980 A-15 20-0" 225 1 565 475 784 1052 1500 1570 1631 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"X8" 8"X8" 8"X12" 8"X16' 8"X20" 8"X24" 8"X28" 8"X32" LATERAL LOAD UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 8X8 FILLED A -I 210" 30g6 3150 g194 10000 10000 10000 10000 10000 4408 A-2 3'6" 1555 lb-16 5445 10000 10000 10000 10000 10000 25g2 A-3 4'6" Iola 1051 4224 5900 8203 11440 10000 10000 1415 A-4 510" 575 605 2550 331q 4500 5303 6766 1845 777 A-5 T6" 545 510 1421 1978 2552 5514 3661 4600 (161 g g4" 228 252 q34 12g61665 205q 2542 2g47 4210'6" 155 20q 756 104q 1541 1662 2025 2541 52-1 11'4" 503 553 652 ql7 11'l0 1452 1751 2025 451 12'a" 241 282 615 160 qqt 1232 1464 Ibg5 357 13'4" 253 2r�.3 510 703 8q2 IIOq 1305 150q 320 14'0" 225 524 475 -652 624 1025 11% 1385 28b A-12 1418' Iql 218 442 609 76q q55 1106 1250 262 A-13 7'4" 1 145 1 253 1 551 1 483 605 155 842 -174 155 A-14 9'4" b4 214 505 420 525 657 715 826 213 A-15 20'0" 174 203 1 2q6 1 405 1 504 1 630 ba0 7a6 Iqb os a ' $ 3 a'va p�g g N _ >a Lo j`s. N eII" J W �££_ Q ba: SE�a O sa rF� C 8 H.1 rs�ppE eg.€3 Esa s sF2 u-2Ffi revisions: designed by: N drMby. dmw design rJltl by: avnv date: 01-22-01 - sheet: A5.1 Of: ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"X8" 8"X8" 8"X12" 8"X16' 8"X20" 8"X24" 8"X28" 8"X32" LATERAL LOAD UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 8X8 FILLED A -I 210" 30g6 3150 g194 10000 10000 10000 10000 10000 4408 A-2 3'6" 1555 lb-16 5445 10000 10000 10000 10000 10000 25g2 A-3 4'6" Iola 1051 4224 5900 8203 11440 10000 10000 1415 A-4 510" 575 605 2550 331q 4500 5303 6766 1845 777 A-5 T6" 545 510 1421 1978 2552 5514 3661 4600 (161 g g4" 228 252 q34 12g61665 205q 2542 2g47 4210'6" 155 20q 756 104q 1541 1662 2025 2541 52-1 11'4" 503 553 652 ql7 11'l0 1452 1751 2025 451 12'a" 241 282 615 160 qqt 1232 1464 Ibg5 357 13'4" 253 2r�.3 510 703 8q2 IIOq 1305 150q 320 14'0" 225 524 475 -652 624 1025 11% 1385 28b A-12 1418' Iql 218 442 609 76q q55 1106 1250 262 A-13 7'4" 1 145 1 253 1 551 1 483 605 155 842 -174 155 A-14 9'4" b4 214 505 420 525 657 715 826 213 A-15 20'0" 174 203 1 2q6 1 405 1 504 1 630 ba0 7a6 Iqb os a ' $ 3 a'va p�g g N _ >a Lo j`s. N eII" J W �££_ Q ba: SE�a O sa rF� C 8 H.1 rs�ppE eg.€3 Esa s sF2 u-2Ffi revisions: designed by: N drMby. dmw design rJltl by: avnv date: 01-22-01 - sheet: A5.1 Of: os a ' $ 3 a'va p�g g N _ >a Lo j`s. N eII" J W �££_ Q ba: SE�a O sa rF� C 8 H.1 rs�ppE eg.€3 Esa s sF2 u-2Ffi revisions: designed by: N drMby. dmw design rJltl by: avnv date: 01-22-01 - sheet: A5.1 Of: 4x4 2X4 ROOF TRUSS LAYOUT 'B' N.T.S. ROOF TRUSS ANCHORAGE: N) U 1USE (1) TYPE "C" (OR INTERCHANGABLE- TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHERWISE (U.N.O.) 2) USE (1) TYPE W (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 REWIRE (1)- TYPE "A" OR (1) TYPE "C" STRAP AT 48" O/C FROM CENTER OF TRUSS. 0-4-1 7- 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 (Ibs.) Bd 103 12n 10d 125 16d 149 NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS EJI EJ8 EJ5 J_ (n Q U) f- Z) W � 0 H U) Li- - (n Om:D af�F- �0Z Ogw O I m Q .... rl C7 Sa� 2YSa u :Y @4&"0L g Ig 24" O/Z ga>; 17-4-12 PLATE HT. W SES� 8-0-0 PLATE HT. FLOOR TRUSS LAYOUT 'A' & 'B' Q N.T.S.123 g � g P � Y s 04 g HELD BACK 1" 16 FOR POST $TRAPPING NOTE: SEE Vt AND 2,d FLOOR PLAN5 A PNEUMATIC EQUALNALANT MAY BE SUBSTITUTED FOR ANY HAND NAIL ! RIF E ENGINEERING yen ..«,w, K t«n n.-..., ' Maria Virginia Caparros, P.E. Flo a Licene # 53989 APR 0 3 2003 a eE € CHI lBVISIOnS: Pair atan Dy. designed by, nI drawn bY: dmw design cbed�ed bY- aww date- 01-72-0t SF1EC A6-B Of. DUGT DESCRIPTION COMPLIANCE FASTENERS LOADS) UPLIFT MAX D L% YP SPF GOD I A META18 CONCRETE STRAP SBCCI 9603 (1)ply (1)ply14-10dx1.5", 2 I 10-16d — 1500 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14-10d 3116 1000 860 D LSTA30 STRAP TIE NER 413, 443 22-10d — 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26— 2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34" 6 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 3 4"0 x 8" 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 1 4650 Q SP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530 X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d & 3 4"0 or LBP 5 8"O 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 it HD2A HOLDOWN TO 3" WOOD NER 393,46.9 2 5 8"0 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 (1)ply 14-10dx1.5", 2 I 14-10d — 1735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 1 I 17-10dx1.5", (2)ply 15-16d — 12130 1860 00 MTT28B HOLDDOWN I NER 393 432 24-16d AND 5 8" OR 3 4" DIA A — 4455 4455 Maria Vi a ros, P �3l�iRI�AN� ENGINEERING FI rida License #, 53089 . APR; `3 2003 J W Cn 0 Z_ f1 n- Cn s i<3 Oils af� CD N a b O 75 a deslged by nl dawn by. d—design d,edked by. — date- 01-22 01 sheet A6.1 Of. 7 "Q" W/ 10-Od NAILS o WALL STUDS 4 HEADER NAILS ROOF FRAMING MEMBER 10d C W/ 14- s BOTTOM OF HEADER HEADER (2) 2x10 W/ 1/2' CDX FLITCH 1 HEADER STUDS FULL LENGTH WALL STUDS NO.COIWECTORS REQUIRED I •Q" W/ 10-10d NAILS o BOTTOM OF WALL 4 HEADER STUD 2x4 P. STRAP EVERY OTHER STUD (SEE CONNECTOR CHART SCHEDULE FOR TRUSS STRAPS) DOUBLE TOP PLATE 1/I6' OSB OR CDX EXTERIOR SHEATHING NAILED W/ 10d GALV. e 4" O.C. EDGES AND 12" O.G. FIELD 2X4 P.T. WALL STUD W/ (3) V2' DIA ANCHOR BOLTS TO BLOCK 1/2" DIA x 8" ANCHOR BOLTS EMBED 6' MIN. INTO FOUNDATION W/ 2"x2"xl S' WASHERS, LOCATED WITHIN 6' OF EACH END AND 32" O.C. MAX ELSEWHERE T. BOTTOM PLATE TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS NOTE: IF A BLOCKED DIAPHRAGM ZONE 15 CALLED FOR ON ROOF FLAN PROVIDE 2x4 BLOCKING . ALL PLYWOOD PANEL EDGES 4 NAILS • 4' O.G. FOR BLOCKED DIAPHRAGM ZONE Bd NAILS AT 6" O.G. OR Od NAILS AT 4' OL. OR EQUALIVALENT EQUALIVALENT MIEMATIC PNUEMATIC NAIL AT NAIL AT SUPPORTED EDGES SUPPORTED EDGES AND AND BLOCKING AND 12" O.G. 12" OC. FIELD FOR OTHER FIELD FOR SHADED AREAS it AREAS OF ROOF OF ROOF .... .. .. ...-..._:_ ::-_-. FLOOR FRAMING BLOCKING REQUIRED• PROVIDE 2X4 BLOCKING IN THE (SHOWN e 24" O/C) FIRST THREE FRAMING SPACES AT 48" O1C. REMAINDER TO BE BLOCKED AT 9( " O.C. OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ 1 WITH 8d COMMONS OR Sd HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: \ 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 1� 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING L BLOCKING w 48" O/C MAX. IN FIRST THREE FRAMING SPACES 4 96" O.G. THEREFORE FLOOR BRACING AT ENDWALLS 2 WOOD TRUSS STRAPPED AS SHOILN ON TRU55 LAYOUT (2) 2X- TOP PLATE DBL 2X8 HEADER STRAP FOR 4'-6" MAX TIE OPENING, DBL. 2XIO TYP. HEADER FOR 5'-S" MAX. OPENING UNO. 2X- BLOCKING AT MID -SPAN OPEIOOR 16" O.G. STUD SPACING FOR INT. BRG. FRAME WALL Q PLATE ANCHOR EVERY EVERY OTHER STUD (TYP.) EXPANSION BOLT ANCHORAGE 24" O.C.- @STRAP TIE ® EVERY 3rd STUD CONTECTING FLOOR TRU55 TO 2nd FLOOR STUD - 2X- BLOCKING AT MIDSPAN - 16" O.G STUD SPADING FOR INT, BR- -FRAME WALL PLATE ANCHOR EVERY OTHER STUD (TYP. TOP 4 BOTTOM) EXPANSION BOLT ANCHORAGE 24' O.G. _ 1/16" 05.13. SHEATHING 2X4 WD. STUDS ® 16" O.G. 2X4 BOTTOM PLATE 3/4" PLYWOOD 2X4 BAND BOARD 16" FLOOR TRUSS 0 24" O-G. TR155 ANCHOR PER TRUSS PLAN nG STRAP CONNECTING PLATE TO FLOOR TRU5! IBWD FRAMING & STRAPPING INTER. BRG. WALL DOOR e�FRAMING 4 STRAPPING INTER. BRG. WALL o FRAMING 2 STORY WOOD TRUSS STRAPPED AS - r ur AP E -� PLATET?T 2.4 • - C;__ EVERY OTHER STUD (TYR STUD V. EXPANSION BOLTS CMU M_sNOIIIIIIIIIIIIII'-m .-IIIIIIIII,.I---. -ME& ---_. ---_---) KW IrKAMING & JIKAYYINI, KNEEWALL OVER CMU WOOD TRUSS STRAPPED AS SHOWN ON TRU55 LAYOUT 2X- BLOCKING AT MIDSPAN I6" O.G. STUD SPACING FOR INT. BRG. FRAME WALL - H L @PLATE ANCHOR EVERY OTHER STUD (TYP. 4 BOTTOM) TOP V1"X1' EXP. BOLTS . 32. 0.G 4'-0" 75B " CDX SPACING TERMEDIATE IIING WSN EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL BX8X16 P.T. 2X6 W/ 112" DIAIM. 'J" CI'l (TYP.) BOLTS o 48" MAX W/ TRUSS 6" M N EMBED. (TYP.) B o P.T. 2X4 FILLER o CUTNAILED W/ 8-10d NAILS P.T. 2X6 W/ 1/2" DAIM. "J" BOLTS AX" MAX W/ 6" EMBED- (TYP.)-� DETAIL: TYPICAL JAMB FASTENING gal OVERHEAD GARAGE DOOR SCALE: N.T.S. Dr 4E5E REQUIREMENTS APPLY WHEN NDOW/ DOOR MANUFACTURERS FASTENING ETHOO IS NOT SPECIFIED. PT IX BUCKS FOR WINDOWS AND DOORS Id NAIL W/ .105 DIA OR 14EAVIER POWER NAILS 8" O/C AND 3" MAX. FROM ENDS TYP. W/ 1" MIN- EMBEDMENT INTO BLOCK 2.) ALSO ADD 3/16" DIA. SELF TAPPING GONG ANCHORS THRU WINDOW/ DOOR FRAME EIGHT (8) INCHES FROM ENDS MAX.. AND FORTY (40) INCHES MAX ON CENTER W/ I" MIN. EMBEDMENT INTO BLOCK ATTACH WINDOW TO 13UCH W/ 10 SCREWS MAX 8" O/C AND MAX 8" O/C AND MAX 8" O/C FROM ENDS - PT 2X BUCKS FOR WINDOWS AND DOOR5 (ALTERNATE) I.) INSTALL 3/16' DIAMETER SELF TAPPING C0111C. ANCHORS EIGHT (5) 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- e" FROM ENDS W/ I' MIN- EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTEINWG AND 35 PSF RATING) I NAIL INTO 2 NAILS INTO TOPPLATE , .TOPPLATE IB FRAMING & STRAPPING INTERIOR BEARING WALL PRE ENGINEERED WOOD FLOOR TRU55 s 24" O.G. MAX -- DOUBLE TOP PLATE 2X- BLOCKING AT MIDSPAN - I6" O.G- STUD SPACING FOR INT, BRG- FRAME WALL- 2X P.T. BOTT1 PLATE - EXPANSION BOLT ANCHORAGE a 32" O.C. G;ENDRAL NOTES GENERAL: 1. LIVE LOADS: ROOF: 20par FLOOR 40per STAIR: 40psr 2. WIND SPEED 110mph 3$e - cyueta 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 : 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318 2. MIX DESIGN CRITERIA: ALL CONCRETE TYPE 1 PORTLAND CEMENT. (ASTM G 50) COMPRESSIVE STRENGTH . 28 DAYS SHALL BE 2500 psi FOR SLA55 AND FOOTINGS AND 3000 pel ELSEWHERE (U.ON>. MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS: SPECIFIED NON -AIR AIR COMPRESSIVE ENTRAINED ENTRAINED STRENGTH(p.0 CONCRETE CONCRETE 2500 0,61 054 3000 05B 0.46 LAB ON GRADE 5" OTHER 5" WATER- POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF A5TM C 33, 4. FIBERME5H FOR SLAB TO BE AT A RATIO OF .15 LBSJYARD- FOUNDATIONS : I. FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 per- t. IF FOOTING ELEVATION OCCURS IN DISTURBEDIINSTABLE OR UNSUITABLE THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER 14I5 INSTRUCTIONS. 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT- SOIL, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (U VERTICAL TO (2) HORIZONTAL. 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK CF DAMAGE TO THE STRUCTURE. MASONRY: 1. DESIGN, MATERIAL AND WORT I31ANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 530.1 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pel CONCRETE- 08" TO 10' 5LU I IP) 3. PROVIDE 25" LAP FOR STEEL a ALL LOCATIONS. 4. ALL CELLS ADJACENT TO 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 A57M C-S0 (28 DAY STRENGTH 2O00 p.0 (r'm=1500 pe U, LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE N- 1. ALL RE -BARS SHALL BE GRADE 40 UNLESS LINO. WOOD : I. ALL WOOD FRAMING AND PRE-ENGNEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION- 2. THE WOOD TM55ES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSI0145 AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3, PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY THE TRU55 MANUFACTURER TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND SPECIES : SOUTHERN PINE SURFACES DRY USED AT IS% MAX- M. C. 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. (HUGHES CONNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF 1/2" DIAMETER AND 6" IN LENGTH (ASTM A-301) WITH MIN. 1 1/2' DIAM. WASHER UN-0- 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINGS SHOWN, OR IF NOT SHOWN, COMPLY WITH LIMITING STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NAILING AS SHOWN, AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION. S. ROOF SHEATHING: VI6' OSB OR W" COX SEE DRAWINGS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS: L CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY 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 SIDES OF THE RIDGE VENTS WITH 8d NAILS AT 4" ON CENTER t FLOOR T \ a 24 O.G. MAX y�yj P.E.YE ENGINEERING A-2 Maria Virginia Caparros. nlo"a a "imrxwx PE/ "/ers TOENAIL FLOOR iRU55 TO T Orida Lice a ffi 53989. ' PLATE W/ 16 PENNY NAILS, (2 ` ��11 ON ONE SIDE, CU ON THE QT - R. U:3 2003 DETAIL: INTERIOR BEARING WALL W/ NO UPLIFT V) VJ W J O� Z Q /Q� J LL W W z W zW Ise s� Fill Hifg gg3a let Lo x F'g$ a -s N �s g J f g, o o G8� a 3� E �`S �$ E rwisiom designed by- nl drawn DY dmw design checked by. aww date: 01-22-01 sheet S1 Of: 11 } 0 m O NOTE: I IR" SPACING CLEAR OF ALL FINISH MATERIALS. II ' HARDWOOD HANDRAI TAL BRACKETS ® 36" O.C. 2X6 BRACING 0 BRACKET 2X STUD DETAIL: HANDRAIL TO WALL 9 1/2° 2XI2 TREAD N CHIMNE - OSB SHEATHINGPE.W.T. s 24. O.C. FLOOR PLAN 0 " a 2x4 CONTINUOUS 2-2X4 ..... 16" o/C Q TOP F in6" osB CH CO EA. SIDE (TYPJ - OR 1/21, CD 2-2x4 1 1 TOP PLATE OR 1 OSB PROVIDE 2X4 STUDS / 1/16" C OR V2" GDX SADDLE CRICKET 2x4 BLOCKING - 16" O/G / OR I/2' TO 2X4 NAIL EA. SIDE (TYP.) PROVIDE TO EACH TRUSS 2.4 BLOCKING 2X4 DI MEMBER W/d GABLE D BRACE /� 2X4' 10d NAILS E I6" a 2X4 P.T. BOT. PLAT CONT. 2X4 NAIL TO EACH TRUSS 11- J-BOLTS MEMBER AS SHOWN OC EA. SIDE (tYP.) ROOF TRUSS P.E.W.T. 0 24" O.C. STRAP E CHI STUD, tl)1-13- HURRICA E l CLIP TO TOP 4 BOT. PLATE CMU WALL T/I6"SOLID CMU WALL ROOF TRUSS OSB OR 112" CDX FRAMING SECTION THRU CHIMNEY CH INTERIOR CHIMNEY WALL 5EOTION Q FRONT ELEVATION ICD INTERIOR CHIMNEY DETAILS CHIMNEY DETAIL L� EXTERIOR CHIMNEY DETAILS CONNECTION N.T.S. 3/4" FLOOR SHEATHING NOTE: THE $UM OF TWO RISERS AND ONE TREAD, EXCLUSIVE OF THE PROJECTION O= NOSING, SHALL BE NO LESS THAN 24" NOR EXCEED 25° NOTE: 5EE FLOOR I/V' TO I/2" GAP TYP, N PLAN FOR Z TREAD DEPTH O 11 WOO 1 TRUSSE: _ 2XI2 2Y0" O.0 2x12 STAIR STRINGER ILI w a O w N0SINCs MAX. w = 1X6 DETAIL= ��', nQ� —1X& RISER E3AGKING GJ-�"Alr T`�EAD X IT>IU ' W ~pI w z 2X12 STRINGER FASTENED In" DRYWALL e BOTTOM 4 WEDGED 4 N TOENAILED INTO 2-2XIO IXI2 FIR SKIRT BOARD J/ - W 9 TOP RAKED WALL 2xl2 STAIR UP - AT STAIRS 2XI2 TREAD STRINGER Q ears ancica+� 2X STUD WALL T Y F I C A L & I 1 r-j L E Uu I 9PAGMG BATH 0 2x MIL TO ALLOW 2X4 STRINGER RUN � Iy 5 T % I R DRYWALL AND SKIRT LEDGER '/�i 12 BOARD INSTALLATION. 2X4 NAILER DETAIL: &TAIR TREAD WALL UPLIFT ' OF MT516 MIN 10d NAILS MIN. OF 3/I6' FROM TRUSS STRAPS TO PEWT. TAPCONS TO CMU MANUFACTURER (511,11,50N) (EACH STRAP) (EACH STRAP) 0-131 1 l 4 1324460 2 l 4 THE MISSED FILLED CELLS CAN BE REPAIRED - BY EPDXY GROUTING (P 5 REBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS " CONCRESIVE LIQUID LPL OR EQUIVALENT ") INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS SHOWN ON PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6' MIK EMBED_ AND 3/4"1 HOLE INTO BOTH THE BOND BEAM AND THE FOOTING IF AN "A" 5TRAP IS MISPLACED - - - TOP OF BOND BEAM OR FORGOTTEN AFTER THE POURING OF THE LINTEL BEAM GIEERED AT TOP OF CMU WALL THEN A PRE-ENGINEERED tGINE SIMPSON MTSI6 CAN BE SUBSTITUTED RUSS WOOD - _ _ _ - - - - - - FOR EACH MISSED 'A' STRAP (TYP. LION.) PROVIDE 20 Ga. GALV. PLEASE SECURE EACH MT516 STRAP FLASHING FOR TRU55 - BOND BEAM W/ FOLLGWINCs THE ATTACHED TABLE AND TO SIT ON (1) 5 CONT. ACCORDING TO THE UPLIFT SHOWN FROM PROVIDE 25° THE TRUSS MANUFACTURER INSTALL ALL SPLICES (TYPJ TAPCONS WITH I-1/2" MIN. EMBED. s LINTEL BEAM W/ (U 5 CONT, I CMU WALL FILLED CELL a- CMU WALL-C (1) 5 VERTICAL SIMPSON MT516 ATTACH TAPCONS EPDXY GROUT 5 RE R - EVERY OTHER HOLE INTO FCOTNG ANp TOP OF FOOTER BEAM W/ 6" MIN. EMBED NOTE: TAPOONS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE - MANUFACTURER'S RECOM IENDATIONS - NOTE: EPDXY GROUT SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RE00M'tENDATION3.. MS MISSED "A" STRAP DETAIL MFC MISSED FILLED CELL DETAIL 24' 5 AT 48" ]24•— O.G. — PROVIDE (U 5 AT 40' O.G. VERT. AND (2) 5 _ BELOW EA POST LOCATION FILL ALL CELLS WITH 2500 PSI CONC. ALTERNATE HOOKS IN FND, BRACE EXTERIOR SIDE OF WALL DURING 8" COMPACTION OF THIS AREA 5 e 48" O.G. -� v SIDE ELEVATION STAIR AND LANDING DETAIL HURRICANE E ENGINEERING (402) 274-9003 FAX: (al) 724-6477 U J (n H Q Ill < f- 0 W Ill 0 0 W czc G F— a U u) � P.O. BOX 161613 -AM SPRINGS, R 32716 ®OR B OR iNOMAS J. uJOER50N PE/ 47619. SEE PL�FOR�ST SIZE (1) 5 CONT. (2) SIMP5ON T522 (24301-b. max UPLIFT) or GIRDER (2) HUGHES RT22112 (2J301-b. max UPLIFT) or PROVIDE OPEN (2) SEMCO ADS-2 (34l?I_. max UPLIFT). HEAD.JT. AT 48" O.G. - t FOR WEEPS -SLOPING 2.4 POST SEE.' GRADE AWAY - DOUBLE TOP PLAN FOR QUANTITY FROM HOUSE PLATE I` • 9° MN: FMEIED71 'a 'r _ - rro P. E. P n V r 'i'-,-'1 l-7-1 Q � LLI = $ g o e'E: u@Ta redalonG: a,1e amn, by. designed by -. ,A drawn. tl0— design 0-ked by aww I date: 01-22-01 COOT. AS 2'-p ,- 3" CLFP-FE COY. SHOWN �� ALLL REBAR CTY CRVV�p,' ETAINING WALL AT PATIO OTE: BRACE SIDE OF WALL ADEQUATELY DURING COMPACTION FOR PATIO SLAB. LEAVE BRACES IN PLACE FOR T DAYS AFTER PATIO SLAB 15 POURED \: .. sheet DETAIL for (2)GG SU ft nse # 53980 S2 For (Dil ® GIRDER C haGTION j I `, 200 of: i r HANDRAIL TO HAVE A CIRCULAR OR055 SECTION DIAMETER BETWEEN 1 1/2" TO 2", OR TO PROVIDE GROSS SECTION WITH EQUIVALENT GRASPABILITY PERFORMANCE REFER TO FLOOR PLAN FOR STAIR SECTION SPECIFIC TO THIS MODEL W SUM OP (2) RISERS = PLUS (1) TREAD MUST 2XI2 STRINGERS AT SIDES $ CENTER EQUAL 24" TO 25" OF STAIRS W/ 2X4 SPACER AT SIDEWALL5. ATTACH SPACER TO _ EACH STUD WITH (2)I0d NAILS. Z � 3/4" SUB -FLOOR d' tu t j FLOOR TRUSS t- I T�22Xb STAIR LEDGER CONNECTED II TO FLOOR TRUSS WITH IOd IX RISER NAILS ob" O.G. 4 = 2XI2 TR A ATTACH EACH 2XI2 STRINGER TO c0 LEDGER WITH (2)I&d NAILS THRU m LEDGER INTO STRINGER AND (2)IOd NAILS TOE -NAILED ON EACH SIDE nl RISER X 5TR N ER W/(3)8d NAILS ATTACH TREAD TO EACH STRINGER W/ (3)IOd NAILS TOTAL STAIR RUN MI TREAD = I" EXOLU51 E OF NOSING TYPICAL STAIR CON5TRUCTI®N L�)EiAIL N.T.S. Maria Virginia Caparros, P.E FI rida Lice r # 53989 APR 0 3 200�q; I ss% �Sz Fps O o=; W B� O EggY 8$�a C$�3 M z gill; ae1 Ee MESS, s revisions: a,rr r,»n er osoaa o�oo�o designed by: nl drawn by. d—design cbedced by: aww date: 01-22-01 sheet: S2.1 of: s I 9 9 I 1 I 9 I e , I i I FIBERGLASS SHINGLES OVER 15• FELT OVER 16" OS.5 WOOD TRUSSES STRAPPED AS SHOUN ON TRUSS LAYOUT IX2 P.T. OVER INS CDR OVER 2X6 3/8" RGN. SAWN PINE SUBFASCIA OR IR" EXi. GRADE W/ CONT. ALUM. DRYWALL VENTED SOFFIT SEE FIR PLAN DBL. 2X5 HEADER FOR STRAPPING FOR 4'-6" MAX. 3 IR" GONC SLAB OPENING, DBL. 2XI0 HEADER FOR 5'-9" WiFIBERME5" OVER 3 IR" GONC SLAB MAX OPENING UN.O. 6 MIL. VAPOR BARRIER UMBERMES" ON WOOD POST OVER TREATED WOOD POST CLEAN, COMPACTED PER FLOOR PLAN COMPACTED FILL PER PLAN FILL W/ MONOLITHIC WRAPPED W/STUCCO S FTG. W/ 2 • 5 BARS 5EE FLOOR PLO (SEE FLOOR PLAN) FOR POST SIZE GRADE GRADE 2 .5 REBARS THICKENED SLAB AT SCP SECTION @ COVERED PORCH K BEARING PORCH POST "I 1—IDRAIL IX12 G.... GUARDRAIL ELEVATION O F O ce LL 0 7 2X4 BLOCKING a 24"O.C. TYP. ROOF - EoR© TRUSScc ROOF TRU55 (TYP. LATERAL TOP OF ERA SUPPORT TRUSS LAYOUT (2) 12d NAILS TO ROOF TRUSSES) (� C B (TYP.) (2) 12d NAILS (TYP.) 2-2XIO UNLESS OTHERWISE NOTED 1/1" DRYWALL 2 - 2X TOP PLATE .l( ON FLOOR PLAN W/ "Q" 32" O/C �l 112" DRYWALL R-11 BATT MSULATION I — TYPICAL STUCCO 2- D STRAP TIES 1/5" STUCCO OVER METAL LATH W FINISH (ALTERNATE R/5 CEDAR FINISH) (ONE EACH SIDE) OVER 15• FELT OVER OSB- ®TOP GF FRAME WALL p 2X STUDS 16" O/C WOOD PO5T PER FLOOR PLAN 2X BOT7, PLATE W/ 112"XS" AB. 32" O/C O ^J -E FLOOR PLAN INTERIOR AND "O" 32" O/C PORCH 1(�' CONC. SLAB FOR POST SIZE - Q • _ nW/ IL BRACING AT NON —LOAD BRG W ELEVATION ®REAR PORCH POST NB EPP EXTERIOR WALL DETAIL O U MONOLITHIC DETAILS SIMILAR WOOD BALUSTER W/ DEC. WOOD RAIL ABOVE THAT MEETS GRASPABILITY CODE NEWELL TRIM 11 / II / STAIR CON5TR T--- / BEYOND WALL C. FIR GAF IX12 C. FIR SKIRTBOARD (INSIDE) IMPERIA NEWELL PO Q S T A I R R A I L S 2X6 HANDRAIL W/PLOWED RAIL CAP ABOVE THAT MEETS GRASPABILITY CODE 2X2 BALUSTER X12 C. FIR 5KIRTBOAP-D (HANDRAIL OVER) �a3 Gs� O gas BE N °=3€ P � J E$ )OOD RAIL , ^ W I USTER " O.G I IAX < TYF _ O J CAP i ti w €€ IALL / RNEATH i / 3 LI& DEC./../ a WOOD RAILall 59 4 / ELITE 1 / IX12 C. FIR SKIRTBOARD mi.amm qc STAIR GONSTR }- 11 / PAST WALL (1 U— O Maria %jirginiaCaparros, E. desl9ned by. nI drawn by., dmw design S T A I R R A I L S che0kedby— P date: 01-22-01 ,� �� "A .' .. ' •°`'1 -. ����%�� FI i a Lip R # 5398 sheet: ENGINEERING 0 3 2 03 S3 (w7) n4-9003 E/JC (407) n•-64n P.O. BOX 161613 N.TRMONIE 6PR . P. 31116 DETAIL @ HANDRAIL TpAVS J. A DERS PEI 47619 of i �r SANF t' THESE p • ORE SU1Lb1NG DEPT. ACCEPTEL FOARE REVIE4y� CONSTRr;, , pERt:11T. q IM ANDSC)NpITIONALLV THE :1- .:.•:.,. �, r F"- ` LICEIy EO S +qL 1 .SE TO PRpGr l L 13E 1'ROV, ,r' C 'S AUTHORITY ISSUANCE C1- -ilNfCq(S1DE At!v T10P� Fr20AA l_h,i --Air pE CODE;. idn4 SENT TH R( OR OTHER v O F'S �;.; TH? P EQUIRINC A WTIONS GP LANs• CONSTRUC7i, . THE CODES. �9COPY �j a