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127 Bristol Forest Trl 04-1706 New SFH
PERMIT ADDRES21, CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER u, — ftlangoc. s4 seror Centex Homes, 385 Douglas Ave., Ste FL 3000 4 Altamonte Spring 401 661-217E_ _. CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER _- FEE FEE PERMIT # O Co DATE 0 V . ca �- PERMIT DESCRIPTION S I F PERMIT VALUATION / 6� 19 r a SQUARE FOOTAGE- n DATE: PERMIT #: ADDRESS: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION �S **** New Single Family Residence"" 08/30/04 �u 04-1706 127 Bristol Forest Trl CONTRACTOR: Centex PHONE #: Greg 407-466-8067 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. ❑Public Works ❑Utilities ❑ Fire ❑Zoning _ ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDTTTONALI CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION **** New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/30/04 04-1706 127 Bristol Forest TO Centex Greg 407-466-8067 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. ngin ❑ Fire ❑Public Works ❑Utilities ❑ Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY'® REQUEST EST FOR FINAL INSPECTION **** New Single Family Residence"" x DATE: 7 • 08/30/04 Mi C v Q1 �4 E PERMIT #: 04-1706 ' -n 1 1 S N 1E CO ADDRESS: '�. 127 Bristol Forest Trl •V', � � Ci ." i-du c � g Ln CONTRACTOR: Centex o PHONE #: Greg 407-466-8067 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Public Works r tilit es ❑ Fire ❑ Zoning []Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) !LMBC1001 CITY OF SANFORD 8/31/04 Address Misc. Information Inquiry 13:46:11 Location ID . . . . . . . 248375 Parcel Number . . . . . . 22.19.30.502-0000-0790 Alternate location ID . . Location address . . . . . 127 BRISTOL FOREST TR Primary related party . . Type options, press Enter. 5 View detail Opt Description Free -form information _ PLANNING & ZONING COMMENT PRESERVE AT LAKE MONROE _ CUSTOMER SERVICE NOTES **********LOT 79 ************* _ CUSTOMER SERVICE NOTES SW DEV FEE $1700.00 WA DEV FEE $650.00 _ CUSTOMER SERVICE NOTES BP04-1706 PD 4-23-04 SEE REC#6673 _ CUSTOMER SERVICE NOTES 3/4"WA METER SET FEE $190.00 PD 4-23-04 CUSTOMER SERVICE NOTES REC#6673 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel COUNTY Of:, SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75988 DATE Lo BUILDING UNIT ' SUB "^,^'^""^//u��mm� PLAT PLA7 BOOKg FL At .14001<BLOCK: : Aft. � OWNER NAM[: - ---���'.... .... r� -- ADDRESS: - �� zy- w .--- APPLICANT NAME: __ LANDA'SE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family Hcuse: Detached - Construption 7 FEE _____________________________________________________________ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | -----------_--------_--_-------------_---------_-----_-_---------------_--__--__ ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 7O5.00 ROADS -COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 ' SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 ^ ^� AMOUNT DUE $ 2,285.00 - � STATEMENT RECEIVED BY: �� _/ +4 SIGNATU (PLEASE PRINT NAME) DATE�..... ...... �7 --- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** ' 'DI3TRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE 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, LIBRARYSYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T\\E COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 , PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP L[FT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** .~r CITY OF SANFORD PERMIT APPLICATION Permit #: / /Zul tee: Job Address: Description of work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential commercial Industrial Total Square Footage: 4_ 4 / Construction Type: # of Stories: I # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— D' Owners Name & Address: CENTEX HOME; Contractor Name & Address: PATR I C YA Phone & Fax: 407-661-2176/6LI Bonding Company: NA Address: Mortgage Lender: NA •i Address: _. 0 385 DOUGLAS AVE., (Attach Proof of Ownership & Legal Description) STE.#2000, ALTAMONTE SPGS., FL Phone: 407-661-2176 ES (SAME AS a pse Number: A ��AINES BOVE) CG C049689 32714 407-467-2643 Architect/Engineer. A 1=rE OINEE(R''INIi 1 _ _`+ Phone: 407-774-9003 Address: t r i 2716 Fax: 407-774-8477 LU Application is hereby made to obtain a permit fo(ao the work and installations as ih i ated. I certi at 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 - ction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien aw, FS 713. MAR 112004 Signature of Owner/Agent Date Signature of Contra or/ t Date PAT KNIGHT Print Owner/Agent's Name r' t Contractor/Agent s`Name MAR °i °p ?004 � MAR .h .J., �L. Signature of Notary -State of Florida Date Signature of Notary -State f rida Date Owner/Agent is Produced I Personally Known to Me or APPLICATION APPROVED BY: Bldg: F —I 1/ 6 [ Zoning: (Initial & Date) Special Conditions: Contractor/Agent is X X Personally Known to Me or Produced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) EEff LStf: MS �,), 7 tary PubFc Undenvrifers City of Sanford Building Division Submittal Requirements for Residential Building Permit ❑ l . Two (2) recent boumdary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). ❑ 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detectorlocation(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code- C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed Plan is to indicate span, size and species of materials to be used. f Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails_ It. Square footage table showing footages- I . Garages/Carports -- _✓�_L_ __ sq. ft. 2. Porches/Entries_ sq. IZ. 3. Patio(s) sy. ft. 4. Conditioned Structure �_ sq. ft i Total Gross Arca d2� — sq. It. ❑ 3. Three (3) sets ofcompleted Florida Energy Code Forms_ ❑ 4- Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on till, a report may be requested b-v the Building Official or his representative. ❑ 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to �.. be made. b- Septic tank permit issued by Seminole County I lealth Dept. c. Arbor permit when trees to be removed from propertv- Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under cite ordinances. Date MAR 112004 Owner/Agent Signatuu CITY OF SANFORD PERMIT APPLICATION ANI Permit #: + Date: 1 Job Address: 1 c-3-1 _ ����, t t—�Q.�(J< �' Lot #:�_ Description of work: New Single Family Residence Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical _X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service_ Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel # (Attach Proof of Ownership & Legal Description) Owners Name & Address: CentexHornes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue Orlando, Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay_ Phone: 407-851-1220 Bonding Company Address: Mortgage Lender:_ Address: - Arch itect/Engineer: Address: Phon Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements , FS 713. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or _ Produced ID Date Charles W. Cannon Pri ntractor/Agent's Name �ie�-d- a-t re of Notary -State of Florida Date ,poy'r`e PATRICIA A.XADI_.AC Contractor/Agent is !/Personally ng pd-f-OMMISSION* DD013206 Produced ID 7� s1e F e EXPIRES: March 28, 2WS 1.800 3-NOTARY FL Notary SaMce & Bonding, Im APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: ve Per'mi,, T ypc Building E1e tical ?,A.gvbgmio.ti. Wlaiq Fire Mint e./Alart Elivtrioli i~ O% —'N of AMPS' A€ lieig'-wAlui w^i Ch IMat of 55e-, vick,1 emcoAsv Pc-46 � e>s �dti Rile! I esideaiti�l - Non-Residen-bal Rghim- m NM (Va4a Uayogp, e'�, �: ipY�r C� I�z Required;). PlumbAiig/ Ne" Eornmerdsil- s t o; Fi tat;.es k d `lr alv A Sewer Lima--P o` &w: Lihts- I"ltoMbIPV' evv Resldeptl4& # o: W t f �lose3s ant.t bna� d e r o-(�sa S� cal str �r:�t�e Ei;2l C)esup?atcq Type: iitesideritil C>7iat M—Mi�1 Inch m6al T51-1 " IwIT FAomge: Cetiatructiov. Type: t of 5torics: It of Dwyellittg. Units: Fl"Jx Zone: (FiEMA form, r aiiee;dfhc cefb(i tkiz;oa;�J Parcel �: (Afitaeb Proof of Ovne-ships L, I ega& i e seciptivcs) Owners lalarne X Address: 'hone: Contractor PName,& Address: DEr � iG- rAHU AGM �O — RUSSO" '®dLV��;rtr;F atg i tae;ase �uraoer""^. FhonecRi Fat: 1. -E.: Bonding Company Address' Nlorfgage Lender: -- — address: ArchkeeJEngineer: Phone: Address -.- Application is hereby ,�-ad€ to obtain a peinit to do the work and installations as indicated. I setSisy that no v:ork or installation has eoain'tencedprior to the - issuance of a pe-rniit and that all work arils bu p—erforrneed to ff standards of all Ia.-As rcgVlating c(mst Eticm to flriis jurisdiction: I understands that a sepasace permit must be secured for ELEC 12CAL ®JOtTR PL U]1ABI G, SIGNS, WELLS, POOH, FURI`tiACE-5, BOILERS•, HEATERS, TAJ4KS, and AiR CONDITIONERS, etc. OWNER'S. AFFIDAVIT: i ceniffy that all of the foregoing infomnan m is accurate and tha'still viork "ill b done in compliance with all applical-J( i,.w:: rc pljjJ, tii;g co isL acid i 27c Zoning, ?A_rNr' iG TOO itJEF MEIFCC+UO r 11Ci 'ElviEMT MAY :ESUL T 5,.l 'i t i l )1, I'i .. D-±G I WIC- FOR M4PROVEMENT'S TO YOUR PROPEP -Y. i' YOU IN ThNI) 10 OETATiM- c114Ai-ICFi CO"-' ::UL,T WWI'-F-1 YOUR ? Ei�IDER C)li AJ\i ATTORNEY BEFORE RECOPJ113G YOUR NOTICE OF M1xIJ'v1ENCEMENT. NOTICE' ii addition to the requirements of this it, there may be additional restrictions piicable to f - pr/e �y 6 found trr Uic liuultr, reeotu of this country, and there may be additional r, is rewired from other govemmental ene5 such as orate , ag meat Gicls, state: agenctc:;; t r ft:de:t nl agtnctes. Acceptance of permit is verifieaiion that I w�Il notify the owner of the property of f requirements -on ! Lie JUL U 2 2004 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is Perw ialh ;Known to Me or Produced 1D API'LI(Al ION APPROVED OY Bldg` Zoning: :(nma) & Date) o�CiSLI jndmonss tgna e of coneactor/Agent Date: ERT G. DELLO RUSSQ P n Contractolt's�ame JUL O 2 - LCu4 v! Sin ure of Ko_rv-State of Flonda Date Contractor/Aee :sZ Personal,_,' Known to Me or Producf� I-D: Initial c,, Date — ( 1 (Initial � Date) (ht�sital Cti Dal-, i MIWINDAC.TUMER a v CO(,MIS5 0"v D,^,' 2',H93 FXPIgF° ,r a 90Q7 i --.I 11, � e_rtp i �ncrnvriter^^� Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL `" r ug;- , .l� � 9°'+1�� wtca - . _..n' . ■ i i, : ^� � w ; f ��� <:;1 Back ��, �d. Ra i r 7MYt�'tlCY 3 dfa7-.h's 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- TS3-SANFORD WATERFRONT Parcel Id: Tax District: Number of Buildings: 0 0790 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 127 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vacllmp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 79 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1,000 13,680.00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "" If you recent!y purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.orglplslweblre_web.seminole_county_title?PARCEL=2219305020000O7... 3/9/2004 This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE, MORSE, CLERK ElF CIRCUIT COURT SEMINOLE COUM BK 0 r229 PG 0283 CLERK" S # '2004038944 REE: MED 03/1612W eh I8:42 RM RtIINDIN6 FE 19 6.00 REN)RDF0 RY L McKinley THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 17 , PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 A Altamonte Springs, Florida 32714 _ Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. CERTIFIED COPY, MARYANNE MOB RBK PF CIRC-Ult GOUT" I COUNTY. ,LO DA SEM L 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. Rig s OFFICE MANAGER FOR CENTEX HOMES, 363 DOUGLAS AVENUE SUITE 2000. ALTAMONTE SPRINGS, FLORIDA 72714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDOED BEFORE ME THIS MAR 0 5 20M BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION n/k/. 272E HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. i 0 NOTARY PUBLIC y~ JACKIE CAINE3 L Yi°W _omm#DD025Z9� h4f= Expiresinirn B E. =•y r_^ , d thru (800)432-4254: ° Ma'-ary • '.,,o; Fti Assn., Inc CEN`iEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661-4089 www.centex-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jack.if. 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 !9 COUNTY OF SEMINOLE The foregoin instru ent was acknowledged before me this I l 20`�� by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. EEM ��,.�dIMBERLYA.BROWNNOTARY PUBLIC),�r..�+sslordui��o9ss9oIRES: March 29, 20047hruNota Notary Public Underwriters CITY OF SANFORD PERMIT APPLICATION Permit # : o q" 1-7(,e Date: S '17 'C) y Job Address: 117 Ar,154OI (-om-k T-r(. LIL /KoAroe Pfe.Secve Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W er Closets 2 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: p�� (Attach Proof of Ownership & Legal Description) Clf, Owners Name & Address: �.if,'E N9(kpS Phone: /— Contractor Name & Address: Klt K (AIb. Q �S f- �/�S� �'F �yQ/T G2 r7 � —712 State License Number. ePC,0T7&Q$ Phone & Fax: yd7 —2 R -SS7o? Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. S—1 7-041 Signature of Owner/Agent Date Signature of Contractor Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID GCI WQ.rd & &gkod Print Contractor/Agent's Name APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) (Initial & Date) Special Conditions: TtateO �u�ANTON MYCOMISS ION N#DD 188491 EXPIRES: February 25, 2007 Utilities: (Initial & Date) S/V/v Lv FD: (Initial & Date) Date: 5'-1 7 —Oq POWER OF ATTORNEY do hereby authorize i dysgfcf A- Krrkl o,� to pull the P6k^bOW-5 permit for /L7 bh'sfol PZ>i-es f type of permit address Signature �A\ 1w Notary erson=ori own to me drivers license # State oa, ounty of U� �ana� on 4AY , 2004 s� P T. S. SLONES �,..., MY COMMISSION # DO 152189 EXPIRES: November 30, 2006 Bonded Thru Notary Public Underwriters t` day of PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 79, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 79 CONTAINS 6250 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2120 SQUARE FEET t TOTAL CONCRETE 491 (WITHIN LOT ONLY) SQ. FT, t TOTAL SOD 3639 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 42% t BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' LOT 80 L / N W z � (r1 cDi � m c ' cD Lo oz i r m D m m z y SOUARE FOOTAGE (UP TO CURB) LOT 79 UP TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 2120 SQUARE FEET t CONCRETE 824 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3856 SO. FT. t CSX RAILROAD R/W OLD MAIN LINE TRACK (UNPLATTED PER THIS PLAT) 50.00' N542311 "W LOT 79 DRAINAGE TYPE A i I rj 1 a I I 1 vV.V U O A D z Z — 40.00' m W N CIT PROPOSED 1692 C � O FINISHED FLOOR o R =1 ELEVATION=13.70 N N COVERED ENTRY 6.0' 101 1 1 I I I i 1 ---------- I s i 10' UTILITY E � 1 z: 50.00' NNI ' 00, Ol .. PT/� / � 85.85' — I — 524.48' Ir/j — _ S54'23'11"E 610.33' BRISTOL FOREST TRAIL PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 79 BEING N35'36'49"E PER PLAT. (FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM39693 PLOT PLAN 3/9/04 SDO DRAWN BY: LOT FIT 12-13-02 CKB CENTERLINE OD RIGHT-OF-WAY 1"=30' \ GRAPHIC SCALE 0 15 30 LOT 78 50' RIGHT-OF-WAY��A PI ,T 6 a. LEGEN©STY OF SAWIFO r — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY — — CENTERLINE PCC POINT OF COMPOUND CURVATURE - — — RIGHT OF WAY LINE POC POINT ON CURVE X PROPOSED ELEVATION OR OFFICIAL RECORD PD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI PRC DENOTES POINT OF INTERSECTION 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 LBa6393 3.20 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. �5— A n I I I I hr.11 I I/ l/ J THE l R. MURCATELLO JR. PSM//49'28 DA WALL LEGEND IFi92 BLOCK WALL ® W-0" o STUD WALL ® V-0" mzmmumzzmum 5TU12-WALL ®. W-O" w/ INSULATION _HANDICAP -ACCE551BLE BATH AREA GALG)LATION5 IbQ2 TOTAL A/C LIVING AREA: 1692 5E GARAGE: 591 5F COVERED ENTRY: 58 5F PATIO: 40 SF TOTAL UNDER ROOF: 2121 5F TOTAL AREA: 2161 5F FLOOR PLAN NOTES 16g2: 1) ELEVATION.'A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A-56' FOR ELEV. 'B' CHANGES. 2) ALL INTERIOR WALLS TO BE 5-1/2" UNLESS NOTED OTHERWISE. 3) ALL STRUCTURAL WOOD HEADERS TO BE DOUBLE 2'XIO' UNLESS NOTED OTHERWI5E. 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS. 5) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 6) AIC PLATFORM BY BUILDER 1) ATTIC ACCESS TO BE 22'X54', FIELD LOCATED 8) BARTOP TO BE 40" H. KNEEWALL v0b' BART C S 6 40.-o.�---------------, 3'-O° 12•-O' 12' 1121 OPT. 12'OX OPT. LOCATION A/C CON , 1 HV 36X56X4 GONG. PAD ee X(' X4" 25 5H (EGRESS) I - i ••Mrrr� r� •-RM!, rr� ♦•e r•-•-••rr� ♦-r�•�. '�'rr� �.•r� •wo-rr� •-ram re•� ,.; !: COUNTRY KIT \ ♦� J \ / -� THALL �♦ �� e 1101P�'45TR BATH — r♦: ' • ♦. ♦ Q BATH #2 � e .,s - e— s� ♦� — OARAOE •� — I I �� ♦e s� o� • • O.C. I6'OX9'0 O.H. GAR DR 20'-0" b.-O. 14'-0" ENGINEERING; ^ ( FLOOR PLAN 401�'na-coal aac (a� nFem - - P.Q BOX lelst1 - KGrrOrnE SPFOOM R. M716 m 1t1M1A5 J. mQUcSON P" 47019 1 V4'aI'-0' r, 11 5� aB- � c Oz n m o c 3 E x O N v 7 m m Oct' uW o it O`aW Fiji -J g Va N (D stZ e revi.km: edc dwnb.. designed q•: d .drawn by: dnlw desgpl d,ea®d e>r a"rw does: 01-n-01 n FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Buildinq Performance Method A Project Name: 1692 LMR 01 Builder: CENTE=X HOMES Address: /,77 BRIS OL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX H014ES 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 3- Number of units, if multi -family I _ 4- Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? yes _ 6_ Conditioned floor area (ft) 1692 ft2 c. N/A 7. Glass area & type _ a. Clear - single pane 152-0 ftZ _ 13_ Heating systems b. Clear - double pane 0.0 ftZ _ a- Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ftZ _ d. Tint/other SHGC - double pane 0.0 ftZ b. N/A 8- Floor types a. Slab -On -Grade Edge [mutation _ R=0-0, 172 0(p) ft _ c. N/A b. NIA _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.1, 956.0 ftZ _ b. Frame, Wood, Adjacent R=11.0, 230.0 ft' _ b. N/A c. NIA d. N/A c. Conservation credits e. N/A (HR-Heat recovery, Solar 10- Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ft' _ 15- HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c: N/A HF-Whole house fan, 1 l . Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH: Garage Sup. R=6.0, LO ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 22329 ^ Glass/Floor Area. 0.09 Total base points: 24359 t-1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: _ DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. - OWNER/AGENT: � DATE: MAR 11, 2004 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. Cap: 30.0 kBtu/hr _ SEER: 12.00 Cap: 30.0 kBtu/hr _ HSPF: 7-80 Cap: 50.0 gallons _ EF: 0.86 PT, BUILDING OFFICIAL: nR Awc 9)rq, 6 &�U g v v DATE: ; EnergyGauge® (Version: FLRCSB v3.2) FORM.600A-2001, SUMMER CALCULATIONS Residential Whole Building Performance Method A -_ Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1692.0 25.78 7851.6 Single, Clear W 1.4 6.0 32.0 53!17 0.93 1589.8 Single, Clear S 1.4 6.0 32.0 44.136 0.89 1268.3 Single, Clear E 1.4 8.0 40.0 59.:31 0.97 2298.3 Single, Clear E 1.4 6.0 32.0 59.:31 0.93 1765.0 Single, Clear N 1.4 6.0 16.0 27.96 0.95 424.4 As -Built Total: 152.0 7345.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 230.0 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956.0 1.18 1128.1 Exterior 956.0 1.90 1816.4 Frame, Wood, Adjacent 11.0 230.0 0.70 161.0 Base Total: 1186.0 1977.4 As -Built Total: 1186.0 1289.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value . Area X SPM X SCM = Points Under Attic 1709.0 2.13 3640.2 Under Attic 19.0 1709.0 2.82 X 1.00 4819.4 Base Total: 1709.0 3640.2 As -Built Total: 1709.0 4819.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 172.0(p) -31.8 -5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p -31.90 -5486.8 Raised OA 0.00 0.0 Base Total: -5469.6 As -Built Total: 172.0 -5486.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1692.0 14.31 24212.5 1692.0 14.31 24212.5 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM fi00A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32336.8 Summer As -Built Points: 32367.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 32367.2 1 MO (1.087 x 1.150 x 1.00) 0.284 0.950 10922.7 32336.8 0.4266 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7 EnergyGaugeTM DCA Form 600A-2001 EnergyGaugeWHaRES'2001 FLRCSB v32 FORM. 600A-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1692.0 5.86 1784.7 Single, Clear W 1.4 6.0 32.0 10.74 1.01 346.7 Single, Clear S 1.4 6.0 32.0 7.73 1.04 257.1 Single, Clear E 1.4 8.0 40.0 9.96 1.01 402.0 Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8 Single, Clear N 1.4 6.0 16.0 12.32 1-00 196.5 As -Built Total: 152.0 1526.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 230.0 1.80 414.0 Concrete, Int Insul, Exterior 4.1 956.0 3.31 3159.6 Exterior 956.0 2.00 1912.0 Frame, Wood, Adjacent 11.0 230.0 1.80 414.0 Base Total: 1186.0 2326.0 As -Built Total: 1186.0 3573.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1709.0 0.64 1093.8 Under Attic 19.0 1709.0 0.87 X 1.00 1486.8 Base Total: 1709.0 1093.8 As -Built Total: 1709.0 1486.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 172.0(p) -1.9 -326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0 Raised 0.0 0.00 0.0 Base Total: -326.8 As -Built Total: 172.0 430.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1692.0 -028 A73.8 1692.0 -0.28 -473.8 EnergyGauge(i) DCA Fonn 60OA-2001 EnergyGauge@/HaRES'2001 FLRCSB v32 FORM ,600A-2001 Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4577.9 Winter As -Built Points: 6801.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6801.0 1.000 (1.078 x 1.160 x 1.00) 0.438 0.950 3535.2 4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge@1F1aRE&2001 FLRCSB v3.2 FORM 600A-2001 WATER HEATING & .CODE CO PL IANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:,,,, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT' Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 13795 2872 7692 24359 10923 3535 7871 22329 i ce(N��_M D WE EnergyGaugeTM DCA Foan 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v32 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfrn/s _ft. window area; .5 cfrn/s .ft door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1_ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 _ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around) shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1 _ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences-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 efficient 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 s .;tem. 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. EnergyGaugel DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 n ENERGY PERFORMANCE LEVEL (EFL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. 1- New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a_ Central Unit 3. Number of units, if multi -family t _ 4- Number of Bedrooms 3 _ b_ N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1692 ft' c- N/A 7- Glass area & type _ a. Clear - single pane 152-0 ftZ _ 13. Heating systems b. Clear -double pane 0.0 ft, _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ftZ _ d. Tint/other SHGC - double pane 0.0 ftZ b. N/A 8_ Floor types _ a. Slab -On -Grade Edge bisulation R=0.0, 172,0(p) ft _ c. N/A b. N/A _ c- NIA 14. Hot water systems 9. Wall types _ a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.1, 956.0 ftZ _ b- Frame, Wood, Adjacent R=11.0, 230.0 ft' _ b. N/A c. N/A _ d. N/A _ c- Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19-0, 1709.0 ftZ _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection_ Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. MAR I 1 2004 Builder Signature:_ Date: Address of New Home: BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 Cap: 30.0 kBtu/hr SEER: 12.00 Cap: 30.0 kBtu/hr _ HSPF: 7.80 Cap: 50.0 gallons EF: 0.86 PT, _ *NOTE. The home's estimated energy performance score is only available through the FLARES computer program_ This is not a Building Energy Rating_ If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr"designation), your home may qualify for energy efliciency 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) 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D008 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire (louse DEL AIR HEATING,AIR CONDITIONING,R .lob: 1692 094"2 s a :Pro ect.ln#ormation� Y _ For CENTEX HOMES Notes: _�_..,.. �. 0.rnr;D`esignulnforna°filon �� . Weather. Orlando AP. FL. US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 o Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing - Building heat loss 27518 Btuh Structure 19515 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27518 Btuh Use mfg. data n Ratelswing multiplier 0.98 Infiltration Total sens_ equip. load 20095 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (111) 1692 1692 Volume (tts) 13536 13536 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 180 90 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Spaoe thermostat 7.6 HSPF 0 Btuh @ 47°F 0 OF 1000 ctm 0.036 cfmlBtuh Latent Cooling Equipment Load Sizing internal gains 920 Btuh Ventilation .1474 Btuh Infiltration 2661 Btuh Total latent equip. load 5056 Btuh Total equipment load 26151 Stuh Req. total capacity at 0.70% SHR 2.4 ton Cooling Equipment Summary Make TRANS Trade Efficiency 12.1 EER Sensible cooling 20440 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0.051 cfm/Btuh Load sensible heat ratio 80 % s 6W,r,c vanes /pave Aeon ownuaoy c"rdddeo Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ti VV"OhLSOft- R4htSiMeRes;d&Wa[-SS.06RSR26013 2003-Mar-2608:10:33 F-Vh.lC.M.200211f2U692. Page 1 03/26/2003 10:21 - DEL AIR 4 4076614089 N0.347 0009 AL RIGHT-J CALCUL..AnON PROCEDURES A, B, C, !D r Entire House DEL AIR HEATING,AIR CONDITIONING.R Job: 1692 09-0"2 VN COMMERCE STREET. LAKF- MARY. FL 32746.62M Phone. (407) 831.26M Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.80 ach x 13536 fl? x 0.0167 = 180 cfM 2. Winter infiltration load 1.1 x 180 cfm x 32 OF Winter TD 6353 Btuh 3. Winter infiltration HTM 6353 Btuh 1 190 ftz Total window = 33.4 Btuhffe and door area Procedure B - Summer infiltration HTM Calculation I- Summer infiltration AVF OA0 ach x 13536 ft' x 0.0167 = 90 cfm 2. Summer infiltration load 1.1 x90 cfm x 18 3. Summer infiltration HTM 1787 Btuh 1 190 'F Summer TD = 1787 Btuh Total window = 9.4 Btuhfff and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff_ x 90 cfm = 2661 Btuh rruceuure u . =quipineni, 01L1ng L- duce 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD _ - 990 Btuh Sensible load for structure (Line 19) + 19515 Btuh Sum of ventilation and structure loads = 20505 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 20095 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 dyn vent x 43 grAb moistdiff. = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2661 Btuh Equipment stung load - latent = 5056 Btuh *Construction Quality is: a No. of Fireplaces is: 0 sowharc > )Mw been manuany ovw dddw Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ r VV( ghtSC)ft R*d Suite Re3We% A— 5.5M6 RSR26013 2034AW45 0410M ACCA evaesicaogxxo21189Ytimrst Page 1 03/2G/2003i DEL AIR 4 407GG14089 ! i. L MIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 32746.62M PI7orW (407) 837 2885 Job:1692 09-0542 IWlrVl/NL J: fin U43. 1 Name of roes► Entire House FOY BR3 GREAT RM 2 Length of exposed wall 172.0 It 220 ft 35.0 ft 20.0 ft 3 Roan dimensions 7.0 x 11.0 ft 13.0 x 16.0 ft 17.0 x 20.0 ft 4 Celrgs Condit Option 8.0 ftj heaVcod d &0 ftj haWcaal 8.0 fti heat/000l 8.0 Ill heaticool TYPE OF CST HTM Area Load (Btuh) Area Load (Bbrh) Area I Load (Bdrh) Area Load (Stuh) EXPOSURE NO. Ht8 Clg ff) ftC19 M HillClg m Htg Cig m Hb cli9 5 Gro6s a 148 4.6 2.1 1128 "'- - 56 "•' ^" 280 ---" ---- 160 Fxpoaed b 12C 2.9 1.9 0 - `-" 0 "`^ '"" 0 '--- -"`- 0-•^- walls and c 13C 3.2 12 248 ---- 120 "" """" 0 ---" ---- Partitions d 0.0 ' 0.0 0 ---- "'" 0 0 ---- "--- e 0.0 0.0 a -�-- --�- 0 -�-- •-•- 0 ---- ---- u �- ---- f0.0 0.0 0 ---- --•- 0 0 -'-- ---- 01 ---- ---- 6 Windows and a 1C 37.0 " 112 4140 - 0 0 -"- 32 1153 -"-- 32 1163 ---` glass door; b 8C 37.0 `- 40 1478 ---- 0 0 ---- 0 0 '--- 0 0 "-" Heating c 9C 38.7 - •0 0 ---- 0 0 0 0 ""'" 0 0 d I 37.0 0 0 *-^ 0 0 `--` 0 0 0 --`- e 7L 20.8 0 0 - 0 a - 0 0 0 f 0-01 01 0 ---- 0 0 '--- 0 0 --^ 0 0 --^ 7 Windows and Norm 20.4 51 --"' 1040 0 "'- 0 1 "" 21 32 653 glass doors NE/NW 0.0 0 ^'- 0 0 '-'- 0 0 "" 0 0 0 Cooling FJW 54.4 101 -"' 5494 0 - 0 31 - 1684 0 "^ 0 ' SE/SW 0.0 0 ---- 0 0 ---- 0 0 ---" 0 0 "'"' 0 South OA 0- 0 0 ---- 0 0 ..-' 0 0 ""' 0 Horz 0.0 0 ---- 0 0 ---- 0 0 "--- 0 0 ""* 0 8 Other doors 8 Ion 14,7 9.0 20 294 199 20 294 199 0 0 0 0. 0 0 b 10D 14.7 9.9 18 265 179 18 265 179 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0� 0 0 9 Net a 148 4.6 2.1 956 4405 1969 30 1W 74 248 1143 511 IA: 590 264 exposed b 12C 2.9 1.9 0 a 0 0 0 0 a 0 0 c 0 0 Walls and c 13C 3.2 1.2 230 725 269 102 321 119 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 - 0 8 0.0 0.0 0 0 0 0 0 0 0 0 0 (� 0 0 f 0.0 OA 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 1709 2898 3804 77 131 171 208 353 463 340 577 757 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 11 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 11 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.0 0.0 0 0 0 0 0 0 0 0 0 Q 0 0 11 Flom a 22A 25.9 0.0 172 4458 0 22 570 0 35 907 0 211 $18 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter C 0.0 0.0 0 0 0 0 0 0 0 a 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 a for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 1) 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 1) 0 0 121 Infiltration 1 33-41 2.4 IN 6353 17871 38 12711 357 $21 1070 301 32 1070 $01 13 SubOotallm=0+e_+11+12 ---- 25017 ---- ---` 3018 "" "" 4655 "`- - 39M "'- Less external healing -"-- 0 ---- ---- 0 ---- -- - o ---- ---- 0 ---- Less Inim(er ---- 0 ---- '--- 0 -^- •••• 0 '--- ---- 0 '--- Heating redistribution ---- 0 ---- ---- 0 -^- *^ - 0 "--- ---' 0 ---- 14 Duct ties 10 6A 2502 '-^ 10 $02 "" 100A 46G *"' 10" 3" - 15 Tout lass =13+14 -"' 27518 -"' - 3320 -"' - 5121 "" "" 4331 - 16 W gabw People ® 300 4 - 1200 0 '--- 0 0 '--- O 3 --^ 1100 1200 2 1800 0 ^-- 0 0- 0 0- 0 17 Subtot RSH gain=7.8_®2-16 17741 " ' "" 1100 - - 2WO - 2874 Less extenral cooling - -"' 0 •••• - 0 -"' -"- 0 •••• ---- 0 Less transfer "'- - 0 - - 0 --'- "-- 0 "" ---- 0 Coding redistribution ---- ---` 0 --.-. ...- 0 ...- - 0 "" - 0 18 Duct in 10" - 1774 10 -"' 110 10 -'-- 298 10 ---- 287 19 Total RSH gaur-(17+18)-PLF 1.00 "" 19515 1.00 "" 1210 1.00 -'^ U73 1.00 `-`" 31G2 20 Airrequinad (dm) -"` 1000 100o "" 727 62 "" 186 168 - 1 1571 162 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. _` wnghttsoft RlghtSuPkResidertrml"'S.s.06Rsrcz601s 200:iMar-26o9:10�3 AM £iFllasUCentax 20o2 IWZ1992nr Page 1 NO.347 9011 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FIL U746.6206 Phone: (407) 431-2685 .Job-1692 0945-02 MAFILIAL 17M Ed- 1 Name of noon 10T VACILDY M6R WIC 2 Leng81 of exposed wall 31.0 R &0 It 22-0 ft 5.0 ft 3 Room dimensions 17.0 x 14.0 R 6.0 X 11.0 R 18-0 x 16.0 ft 18.0 Ir 5.0 ft 4 Cmings Condit. Option 8.0 ft hewcool 8.0 ft heat/c0ol 8.0 ft IheaH000l 3.0 ft heaticad TYPE OF CN01 KTee Area. load @tLih) Area load (Biuh) Area Load @Whj Area toad (Btuh) EXPOSURE I Htg I Clg Q?) Hftw I C19 Or) ore M Htg I C19 M t 5 Grass a 148 4.6 2.1 248 - """" 48 "" "" 176 40 b12C 2.9 1.9 0 .... "" a ""' '"" 0 "" '•" 0 "" "•' web and c 13C 3.2 12 0 - ""' 0 """ ""' 0 "" "" 0 partitions d 0.0 0.0 0 0 0 "" 0 "" e 0.0 0.0 0 "" 0 """ .�. 0 "" 0 .... 6 Windows and a 1C 37.0 - 0 0 "' a 0 ""' 32 1183 0 0 "'• g13Ssdwm b 8C 37.0 " 40 1475. "" 0 0 "'" 0 0 0 0 ' " Heatlng c 90 38.7 - 0 0 ""' 0 0 '"'" 0 0 "" 0 0 d 1C 37.0 - 0 0 ""' 0 0 "" 0 0 "" 0 0 e 7L 20.8 " 0 0 "" 0 b "'" 0 0 0 0 - f 0.0 - 0 0 "" 0 0 "" 0 0 '^' 0 0 7 Windows and North 20.4 1 '^' 19 0 "" 0 1 ^^ 21 0 "'" 0 glass doors NEINW 0.0 0 ^^' 0 0 "'" 0 0 ~~ 0 0 """` o Cooling ENV 54.4 39 "'• 2126 0 """' 0 31 " 1694 0 "" 0 SFJSW 0.0 0 "" 0 0 ^•' 0 0 - 0 0 "•' 0 South 0.0 0 "" 0 0 "•' 0 0 """ a a'" 0 Harz 0.0 0 `^" 0 0 "" a 0 "•" 0 0 8 Other doors a 101) 14.7 9.9 0 0 o 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0' 0 0 9 Net a 148 4.13 2.1 208 958 428 46 221 99 144 664 297 40 184 82 exposed b 12C 2.9 1-9 0 0 0 0 a 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0' partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 a 0 0 0 0 0 10 Ceirings a 16D 1.7 22 238 404 530 66 112 147 288 A88 641 90, 153 200 b 0.0 a.0 0 0 0 a 0 0 0 0 a 0 0 0 c 0.0 0.0 0 0 0 a 0 0 0 0 0 0 0 a d 0.0 0.0 0 0 0 0 0 0 0 a 0 C 0 0 e 00 0.0 0 0 0 0 0 0 0 0 0 C, 0 0 f 0.0 (LO 0 0 0 0 0 0 0 0 0 a 0 0 1 f Floors a 22A 25.9 0.0 31 304 01 6 158 0 22 $70 0 6 130 0 (Nate: roorn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 1) 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 O 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 a o 0 0 12 InI ttrAm a 33.4 9.4 40 1337 376 0 ()1 32 1070 301 0 0 0 13 Subtnfsl loss=G+8.+11+12 4981 - "" 489 " ` "• 3975 407 Less external hratog "•' 0 '•" "'"` 0 "" ••» "" •••_ 0 "" •••• '"" •••• 0 0 .... Less transfer "'"' 0 »•- .... 0 0 Heating redistribution '•" 0 "� �"�" a ••» ••« 0 ...R •••• 0 •..• 14 DugkM 100A 498 ""` 10 49 "" 10 3W ""'• 10'' 47 13 ToW foss =13.14 - 54N "" - 538 "" '""" 4372 - I - 513 16 Int gains People ® 300 0 - 0 0 0 1 - 300 0 "" 0 AppL C 1200 1 - 1200 1 '""' Gm 0 0 0 0 17 Suhtot RSH gain=7+8_+12+16 ""' "" 4679 "'" """ 8b6 '••' 3244 "" 2ti3 Less mdental cOditlg '•'� 0 "'• 0 0- .. 0 0 Less transfer "" 0 0 0 Coolim redisbrbOtion •••• •••• 0 ..•• «« 0 •., ---- 0 "" ..., ''"' 0 28 18 Dod gain 10 '"'" 468 10 85 109- 324 101 "" 19 Total RSH gain=(17+18)TLF 1.00 "•' 5147 1.00 """ 930 1.00 - 3588 1.00 311 20 Air required (cf n) •••- 199 264 •-•- 20 48 - 159 183 "" 19 16 Printout certified by ACCA to meet all requirements of Manual J 7th Ed- wr ��1 7t� R1gMSulte Resldecmal"` SS.06 RSR26013 2003-Alar 26 09:10:33 E1FdcZ002t169Z11692rsr Paget 03/26/2003 10:21 DEL AIR 4 40766i4089 NO.347 0012 i RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job 11692 WOS-02 toe COMMERCE STREET. LAKE MARY, FL 3274"M Phone: (407) 831-2665 J: 7th Ed 1 Name of roam METH BR2 BTH i4MANUAL 2 Length of exposed wag 0-0 ft 31.0 ft 0.0 ft 9 Roomcrunersions 6.0 X 14.0 ft 18-0 x 1$.0 ft 6.0 X 8.0 ft ceittgs i Condit. Option 8.0 ftl hawcool 8-0 a heaNeod 60 R heaMc001 TYPE OF CS M K Area Load (Bt h) Area Load (Bbrh) Area Load @tuh) Area EXPOSURE NO. Htg I Gig (W) H19 I C19 ag (fr) Htg I CIg tft9 c ig 5 Gross a 1413 4.6 21 0 "" "" 120 0 ppg�d b 12G 2-9 1.9 0 "" "" 0 0 walls and c 13C 3.2 1.2 0 "" "" 1208 "" "" a partitions d 0,0 a,0 0 "' """' 0 "" '"" 0 e 0.0 0,a 0 "" ""-- 0 �--- -"-- 0 e Windows and a 1C _ 37.0 " 0 0 "" 16 591 "" 0 0 glass doors b 8C 37.0 " 0 0 "" 0 0 a 0 Heating c 9C 38.7 " 0 0 0 0 "" 0 0 �"" .... d IC 37.0 " 0 0 "" 0 0 0 0 0 7L 20.5 " 0 0 '""' 0 0 ""' 0 0 7 Windows and North 20.4 0 "" 0 16, "" 326 0 "" 0 glass doors NEW &a 0 "" 0 0 "" 0 0 "" 0 . Cooling Em 54.4 0 "" 0 0"' a 0 "" 0 SEISW 0.0 0 "" 0 0 ""' 0 0 "'" 0 South 0.0 0 "^' 0 0"" a 0 "" 0 Harz 0.0 0 0 0 *"" 0 0 "" 0 8 Otherdoors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 100 14.7 9.9 a 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2,1 0 0 0 104 479 214 0 0 0 mrposed b 12C 2.0 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 0 0 a 128 403 150 a 0 0 partitions d 0.0 0.0 0 0 a 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 a 0 0 0 f O.D 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 84 142 187 270 450 601 48 8t 107 b 0,0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0,0 0,0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 0 0 0 (Note room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 a 0 0 0 a 0 0 0 0 is di5pL d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0,0 0.0 0 0 0 0 0 0 0 0 0 floors)f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 bfilgation a 33.4 9.4 0 0 01 10 635 IS01 0 01 0 13 Subtotal lossm6+8. +11.12 "" 142 """ "" 3270 Less exbemal heating "" a "" 0 0 Less transfer "" 0 -"' 0 0 Heating redistribution "" 0 14 Duct loss 100A 14 "'" 10 °/ 327 "" 10 8 15 Total loss =13+14 - 157 3597 so 10 tbt gains: People @ 300 0 "'� 0 0 "^ 0 0 0 1200 0 0 0 0 0 "" 0 V SubbutRSHgartt 77++8-+12+16 - "" 187 ^" "" 1442 '""` "" 107 Lass efernal coo" "'- "" 0 ...• «« a ,.•- -�-- 0 «» Less hunsfer --» «-• 0 «.. .». 0 , .M .-« 0 ..-� . Cooling redistribution - """ 0 .... .... 0 .... .... a .--. .-.. 18 Ductgain 10 - 19 .10 ""' W 10 "" 11 19 Total RSH gain=(17.18rPLF 1-00 - 2W t.00 "" 1588 1A0 �'�' 118 20 Alrrequired (cm). - 6 11 "'� 131 et "" 3 8 Printout certified by ACCA 0 meet all regWrements of Manual J 7th Ed. wr�gf atsof� RiyMStete Rebdertl}at"S_S_06 f2SR28013 ;StO3-Mar-260910:33 Page 3 ACCk E1FtWWerdvr 200211892A1 W2.r3r 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9013 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job; 1692 0"5-02 109 COMMERCE STREEL LAKE MARY. FL 32746.62M Ptm= (4" 031-M W S D W G L S S O N A S O O W G W S, N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY BR3 a n e a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 GREAT RM a n n a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 20.4 32.0 0.0 KIT b n w a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 544A 40.0 0.9 WIC/LDY MBR a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 WIC r[Mift: BR2 a n s a c n 0 d 1 1 90 1.0 1 A 1.0 5.0 30.4 16.0 16.0 BTH ,,iz- wng htsoft m9M-Sake Reslderri -15.06 RSR26013 2003-Mar-26 0910'.33 ACCK F-lFHesW4rvtex2002klMZt1e92.rx Paget oILD►NL - r --)--• , r y yiilllly 'ylllllly y 0 ®Illtii'° �iiill�A11111��911111� `-2o CA WN• INo rw AyyxN l TO oow WHH vfw CO��LLKDI. sysru :I 1 1 , D Y 13 G OALV, STIM MO s01, cy, 3) !%1►ITIV UQwo o JAWS Mi t, LISTED 10111" T�K nOpI L••- ew•--,..nn AgWAI�,wAi IOX NIW 'o• 4f t 1' OALV, STtll nucK, npN V MM. IAACII 11dCK11LSi1 •dw• -`(SO1X SUQ) ® yyy TM. 3-1/1'•IS OA "Y. r= TMO( 8440 i. TMO POwf tACNYtb • (4) TPACX 4eACKM /(A SIDE. N UtM 10► IIAACAa REPORT#9606Ct 3- IN A A I weN %U-eARS Ns N A 3-1-1-I LQW.,�OG PATI f1.L TWO U-WO SNOT-TO�4 3�C7 S[CTON, LTC.) /IW//' fNLa YLTAA 10AOY4 or I IN ONT101Mu VENTS A OPTIONALOUT10S I(aO LOON ►OOM10N WC DOOM WQTW o 1r-0• 1N�ri n rvATvws pp0pNpflprA 1y► ro 7'- • MION sr,M!{{UT Or ((1) i•St�C�fTgNf ((fIgYM1). rmmr M" on U.V, 'YA41P IWUMIm. W ISOM: YW KIOOI mmm OOOA OKA 7'-Og NqM CONFii OP (4) SCCMOM7 (NOT i1gYN). CCAT" ON ovm" WMAOL (wr may AIOtAYD) To IAOAD3 A rSUfll 11OWW SURFAC4 NOIbION, JAYS 00 NOT TIWWVI INC. L4 T610W P K 41" Im eF 35 OA MIN. S=-� sN1/1 QAT(pDy tVVIpTA 0-40 Yw. �AH I AwVAK(0-oN YtS't01 r�v t ioa lorlLL SIGN, $No W uONTS. 3• 14" U-tuM 30 61 1 1TLLL mm, TQL6 STMA 30 KSI I-Ve r SrET16M A A fflbf WWI 4 0 TAI►Oq ICMLMS 4 IS rND WNNf yLy, 1Nr .urnurt Nuvr STOP 11outamol By DOOR MSu"m (TO SNI) �30 " WN. OAW, Imm 00 STU 20 6A OALV. SIi73, MMCM. SrAx 1/e AtRTJC uR (O 1.171 INS OA sreTleN e_e inlcx� )jkt%STSLL "AC" J6.1;PAN "M SCAN - rnN OWL 511r.). WW000 ./' IO SOINCNS ►M UTO f 31 (C-e0 TMCIf •) 0M 2. C[/IRAI (t.000 ►Y twL COHCMq CA 7/If' I,pp, MWNO PVSHN SNAP LATCH tHOA0(S 144f• TAPCON SCAM 0X to-I/1• COtTRS (3,000 .rASISNUt (OK WA SOUP) 11 V C ISI NOA Dp1}[� KAS1101! wL1UOm WMfI 17 OA orLV, STLty f0► ONTO MAR LAY TMOc y fAy(, j (� 0.0. Nw, 1NSIKP NEOUMILD rASTO(.�H(DQALiO I SApSISSASA eAACKEY. SAM OrK i+lAP LATCX ON xTM TAPCOHf. ANC110f+s Y1Y SC OpyHSIASUNK 7' oALV. iT((L rMCN rASTEMD r0 1• eMONsf AfTACNLO W//(.) sly, SiKs Ira i0t Of p0o11. (wr NOT ACOUNEO) TO Pa0v10E A M1usH I1 RA. a sTm, TM.ISf wrcKCTs. /As� T ++11As/4• SN[a WC, (214 o /US/AOG IIOWiOMUI ,U.te! oo NOT Try ArrAON� ro jlUl OAAAILT 1 Y SO SCMSNV, TMNS/Ol INO. WTN oNc I/11!/S eOLr t I/UT s) I . rl ♦ T WW" P(A 00 MNOL OtJIiIOL ItCfLD Olt TWO 1/4' OK W.TM tuMOls ENO tno 7' ow SHOAT• SrSY, 10 & L STKL AOLLOL H OA ", SN / ST" IM[A S= ,•. ^a-= r•mN YAT! VOTOY16D, /,(. , p('�1 t{ t p rp pan�iy 0/ yr�f�t)N. � ,• .ItTbl [.,G pTjlCOOLS" P.L /UW: LMWttR; W �7 Ih6//' WLOS HAM" LOOK VAR EMWAZ ww ypyr pMs DESIGN LOADS: +24.0 PSI do -24,3 PSF TRACK bt THc rnroNsteam• or i1K PAar(astauA or TEST L045: +36.0 PSF k -37.0 PSF TALL • SO CA GLV. fTS0.' u+Wl WO You "m of oCOOOK ALC0110 ION T/tL e M C oN FOR TNK ANO w ACCOAOANC[ } uJOC wirwm tuwwrt etAtDlNo coots roA rHc Lam Ioiw a M WITH A ARM K IF+ R N+•s PART NO,: W A orm S 1 ►ATiEAN 0 E, " N m SMts I TO C ICALA?, TITS OMIHNP Mt rIN A ARM ISK 1 A ON OOTTOY 1EO1gN, L-eAA ON N INTO KATIG+L aO tAC11 APN4 ATIACNfD iMUC otK NOTw VnN11 stew OIAenM W.TH NM t 451.7i' SW TA/hNb 7CNLMSf LOCK M+ tWYi riW/PrfeX .r.r-even PtJI a Do 11oN. ui • —Ar d ol.N11mllca m TOLERANCESd. e•. .00 . t.013 yam'- aYWut 11 / rant. PWv. 4 ' n..rw w. nww-rr nwlt W 000 - '#,OO.S •IS VOOTTON WV CAL SGMOs1Ob M �rry Meww tM 0000 C001 Degrees *I/T ATACGMM /Ih!/S'SSMMlNR NMl ihlro Mgl. + _ LAW. Voted OtnaWIN / ProJedtlon 01MCM30 d AM IN VIEW 3 2 I: MODEL 6RST W4 16-0 K 6-0: Z4/-24.0 Vt41an LVAI 8MM 1OATEi 4/I6/00 SCALE: NT5 owG. (, Mww OATS: 4/1�6/0-0-1SHHEET I OF t SIZE B 102136 1 REV. NO. I A A ,Wni't DESIGNATION: Thermo—Tru In —Swing Door Wood ;'tomes System mrrntim OVERAI 1 NOMINAI 1;17r. Single up to 5'4- X 8'0 w/wo *;dela y Double up to 8'4-x 8'0 ■/wo sidWes I sAatr CDNF1r"RAnnNSr X. OX. X0. OXO. XX. OXXO nrNERAI. OrSCRIPTION, The head and side jambs are ringstjoint pine measuring a min. 4-9/16' with a '1/2' robbeted. stop. FF- . rl/2• ANOM 7 N mry GRrWAM. - t ; s rows 'r� INSONRY uslT�1 ;� , 2x RAck o .. mo 1 117i .. P►HIS y,.; ,uu9 `�•s :�., .. TD Zx SUB —BUCK ED 'ti . q a 1/2• tliYwN.1 2.1 IEtx7t JCF t r 2 AIWNa xdXa .44 DESIGN- PRESSURE RATING• Single Positive.67.0 PSF Negative 67O PSF Single with Sidelites Positive 60.0 PSF Negative 60.6 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF MAX id• O.C. 1X BUCK 3/16' TAPCON TYPE ANCHOR ELCO TAPCON Of: EQUAL •�1/2• ORrWALL / r 1 , 2 f1RR1Na Ir = MASONRY UNl(L •. —'� t (TE81R 1 3/1 e• TAPCON y (See not. 2)ED L N[AD uAA/e ro Ix sue -Bunt 1/2. ORYmsAll Ix BUCK I�QB rr� I x 2 FIRR.A 3 i r .. !. N — I ':'.• .••' ,y J'•'�� (2.73 L8. SMFAR RATING)TAPOON (3ee now 2) •r'' :'. - "+r .F.'t�tt 1(�ry (tk+ ffiE8>Lffi tee+ �•• 3T PtE •AACT ypp �' •Y • : - � � .APCON 3• MAX. ' •••y I. 1 .! ♦. '•c f SHIM SPACE VERTICAL sure wMB_ —1 WIN. A j ' �'. '•,' t ' r Nx slat XPACC y Ix SUB-BUpt :. �x�.. .i ;.•: ;;;. I. IV Wl LLe. � 1. This system nos been evaluated for use to I«o6ons cdherrng to the Florida Building code .. a !• VV"• S" .IAMB Pre requirements as determined by ASCE 7 Minimum Design Loads for Buildings and wham pressure VB— I 1/e.Iw ' aAt and Other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub —buck is Is" than 1-1/2' (FOC section 1707.4.4 Anchorage Methods and sub —sections 1707.4.4.1 and 1707.4.4.2) Topcon typo concrete anchors must be used and the ' length must be such that a minimum 1-1/4' engagerient of the Topcon into the masonry wall is obtained. — ttttttQIIIIII Zdo O � �J4J� �OWO Rrosi I �^ 0- :CVV DOLD1 'MULTANIi. INC 813.684.3831 DATE 4/3/02 Chet. BY; R.W. 0 9" II.10 NO.: . T-02201 IN= I OF I It w00EL DESIONATION, Thermo—Tru Oyt—Swing Door Wood Frames System J• iIAX 18' O.C. PSIGN•—PRESSURE RATING: _ MAXIMUM OVERALL NOMINAL SIZE: Single up to 5'4 x B'0 w/wo sidel'tes _ Single Positive 67.0 PSF Negative 67.0 PW W Double up to 8'4- s 6'0 r/.o aWellts e •. Single with Sidelites positive 60.0 PSF Negative 60.0 PSF' Cc y L cDNpeuRAnorls X. ox: xo. oxo, XX. OJOcO Double w/wo Sidelites Positive 47.0 PSF Negative 47.D PSF 10 to 003 CENgu. DESCRIP71ON; The head and side Jambs are fingerloint pine Ir O1� measuring a min. 4-9/16' with o 1/2' robMled stop. . Mt wAiuNnr i�i.?"n� 1 x T FlRRINC ��'•' N / .... N •yam. pt •'J •. 1.5•—/ /' ORYW.W. 01 TAPCON TYPE ANCHOR .JED'T- Y HE1D JAMB o :. '.. •. D •4 EMS. 1, R e EMIL v, . �•^ 25' MAX sltw SPACE � �#,; � h) EXIIEWOR PFH WS , .ii. -4.. ... ': JHrERJOR L l3Bi% ' .15' MIN. - '.�.?':'.`, C-SINK DRYWILL �VERTK'AL SIDE JAMB .. :`.Y TO 2X SUB —BUCK MASONRY LWTE7. I 3/16' TAPCONANCHOR .1 1 MAX is' O.C. - I k 1 17RRWO O "� 11'PE ANCHOR J. , [F�- O Q -0.3 eV ALL ' wCO a AV x' L_ TYPE MCHOR • r,• Q 1X 8UC< V) n y •• _ 251I'M p $ 2 "• SWIM SPACE EXTERIOR 3t 1KIF8108 v TYPE 1E. ANCHOR 225' Ul L d — ;... Y= •:• HEr1D .NMB ui •y.,•,. TO iX SU8—BUCK a.: u I: n • n CONCRETE .•.ftee MASONRY BLOCK �MAX.o R GI s SHIM SPACE .'. t.25' MM+. ^ r+ LIOR 3 3/16' 7APCONF laJ ' •. TYPE ANCHOR O •• "• ELCO TAPCON OR EQUAL 3/16• TAPCON `, y LZ (233 LB.'VEAR FATINO) TYPE ANCHOR Vl QO igmiatt `• - .15• MIN V ~ j C—SINK 1 x L PRRINO O •'•' VERRCAC SIDE AWS '-1X BACK TtD 1X SUB —BUCK 1. This system has Men evaluated for we in IocclNons adhering to the Florida Building Code and where pressure requirements as determines by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub —buck is less thon 1-1/2" (F8C section 1707.4.4 Anchorage Methods and iub—sections 7707.4.4.1 and 1707,4.4.2) Tepcon type concrete anchors must be used end the length must be such that a minimum 1-1/4' engagement of the Topcon into the masonry wait is obtained. J. When using a IX sub —buck o 6-9/16' jamb is required to allow for min. edge spacing for Topcon type anchors. .�. i ••f e^ i l-✓�•� * `fir [�L. r T-022t 9RLT 1 or :a/ODCL DESIGNATION: :. Thermo-7ru In —Swing / Ott —Swing Door Wood Frames System YM OVERALL I NOMINAL sl 7 Single up to V41 x 8'0 1:/wo sidetites Double up to 84 x 8'0 r./wo sidelites jrAR F .ONFl.0 ATiONcr X. OX. X0, OXO. XX, OXXO GENERAL DESCRIPTION: The head and side jambs ere fingerjoint pine 1 measuring a min. 4-9/1E' with a 1/2' rabbeted stop. DOUBLE 2X `—•i so' aA•—j j)FSIC•N PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 50.0 PSF Negative 60.0 PSr' Doublt w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF .�. .. •'��'.V iiGnOG+a n 1 .. I 1/S• MWALL SIIGtTNs+c - ALL SINGLE DOOR r 2X STUD tk • .. 2X JACKSTUD PFW ws �N6tD .wre 1 a 1 it � ` i�fy.4 IIS• OR:wALl. 'r 5 }^ I 1 L4 t P'FN ws " I ... C-swx I SNGi1Nn0 ie' X SW �IIII W1 SPACE ED Vt7mv4t SIDE AWO . I.Is• WN EMIL d o ' e.o• s o• j•0• s'0• ao' 1 SjNGLF OR DOUBL DOOR WITH SIDELITES ATE: This system has been evaluated for use in locations 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. �• t a r 5 w q+ Q * s 1.11Y euaoew sutTANTs. INC W3.e84.3831 il DATE 4/3/02 SCALE: kT.S Me, In•: W.I.N. CNK. n 0.w. DRAWING NO: T-02202 SW I W 1- THE RMA oTRU , 47SER CLASSICY'SMOOTH STAR' MiMWO"SMK3[E AND DOUBLE W/d WiOUf SIDELITM INSULATED FiBEROLAW DOOR W M WOW FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE. SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR M41MI-OADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I- S. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DARE COUNTY 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRED FOR SIDELRTS ONLY. 7. SIOEVES ARE AN OPTION AND CAN BE USED IN A \ SINGLE OR DOUBLE CONFIGURATION. Face sheets. Fiberglass avg. min. yield strength V(min.)-6,000 psi mocthStar - 0.070" minimum skin thickness FiberClassic 0.110' minimum skin thickness Core design: Polyurethane foam core, withl.9 lbs. density by BASF. �struction: The ppaa el skin is canstructed from a 0.070' thk. ing compound (NCI. The interior owity is filed with 1.9 tbs. density BASF polyvrethone room. The panel face sheets ore glued to the wood stiles aPpd (oils. The 11 latch stile s reinforced with a woad 1 k block measunn 2.375 x 14.0 �ng at the strict and deadbott location. The hinge s* is Finger Jointed Pme and the top and bottom rail are of a wood composite matelot In the double door application the inactive door is filled with an extruded aluminum astragol (Wind Jamber 6) of 6063-T6 alloy. (p0�, The from is constructed from fi jointed pre. The er is ,tned to the side ppmmbs with 3) 16ga 1/1 crown x 2 long staples at each. side. The mtr" ore secured together in a siderite application uskg /8 x 2' long PIN Wood Screws (6) screws per each mullion. The units use on Inswing Saddle threshold measuring 5.75' x 1.548'. g$1v Uozinq�: The s;delhe panels are sandwich gazed u g a two piece np of roI .They ore dry glazed on the exterior with an 1/8' thk. cellul-r yyoung tape (Sbyy-6 Tope) & caulked with s6cone. The Gle frames are held together wdh g /8 x 1 /2 long Ploscrew. TABLE OF CONTENTS SHEET #1 DESCRIPTION 37.5 MAX. OVERALL WIDTH 36" MAX: PANEL WIDTH Lu c� 2 I 1.4 0 Do L SINGL W .WING UNIT 105.5' MAX. DVERA 36.625' MAX. PANEL WIDTH -={ W/ASTRAGAL TFF71®� = c=a J 2 w a o o � o _v Z o Ii N ID a 74.5' MAX. OVERALL FRAME WIDTH --{ 36.625' MAX. PANEL WIDTH W ASTRAGAL 1 -w 2 w ago 0 1 tV w DESIGN PRESSURE RATING UNIT TYPE WH A R INFILTRATION RE UIREMENT IS NOT N EDEO SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF WITH IQ LITE + 55.0 PSF - 55.0 PSF WIDTH 15.5" MAX. 7.5' FRAME WIDTH 13. WIDTHS a� j ¢ 0 co �NO00 ¢Zo D 7.125" MAX. n, g u'1 n, 1, wlnru Lu LrJ � O 3 Q 00 Go T �e li ALLM 68.5' MAX. OVERALL WIDTH ARE VIEWED 36 MAX. FROM INTERIOR PANEL WIDTH 15.5" MAX. FRAME WIDTH I 13.75" MAX. WIDTH ® 7.125" MAX. - D.L.O. WIDTH MANU 613.654.3831 `lie ®aL7i0�..s1 sate.. N.T.S. owl. BY: TJN cmx BY: RW ~NG NO.: r� S-2151 C. / 1 or 1 d O 0 co EXTER(� 1.68" MIN. PANEL TW. �ancS SECnON \,V DOOR PANEL N 29 0 42 O V7 N n O d D a 43 � 33 �•ap. •. 34 o r• o• SEE NOTE 5 SHT. 4 2 41 w SEE NOTE 1 SHT. 4 z .5" MIN. a of CLASS THK. o EBB INTERIO s 0 e 0 25i O U'1 FOAM GASKET do N EA ao SILICONE CAP BD p '•q.o 6 0; 00 p 1.68" MIN. PANEL THK. 42 p _op TKAU, -%'k-/ �w rr C, O coo R�o00 =I ccZ O R �..i1 �¢¢owo {�O�O co ✓ v Vil BUILDING ONSULTANM INC 813.884,3831 urc 08 10 O1 =Aa: 112" a 1' DWO. Br: TJH CIK BY: RW I0 jLY, S Z1151 SEE NOTE 2 \ -- SHT. 4 27 INAC I I VE p .. Cp•. r••O. r z� a J e ASTRAGAL RETAINER — a BOLT 8.0' LG. TOP, do BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM 7HOR17ONTAL CROSS SECTION 3 O ASTRAGAL INTERIOR 1.15' MIN. EMS. �l48 r` 25' MAX. SHIM I .15' MIN. FOAM AP BEAD C—SINK ° EE NOTE 34 43 5 SHE 4 33 25 77-/"� a.. 13 O•• .o•. �. �h 36 6 - in 5 29 co cd 41 SE NOTE 1 JCLIr:BIQB 16 35 SHT. 4 3 3 o SIDELITE TO BUCK o> � � N O co 6 aNi� o ACTIVE QLn O o.•� ...Q o :.v Z)OWO oe o.. co cc a xZ 2 SEE NOTE 6 3 m �m SHT. 4 FOAM GASKET do o W 43 SEE SIUCONE CAP BEAD vl w !I 5 SHT. 4 T. 4 34 34 43 3.3 — tjF5 f�' o BRIO m N u INTERIOR 2 Y q 36 'n S c w 41 26 9 10 29 a 7d S NOTE 1 6 e 37 ^ ° SHT. 4 a a SEE NOTE 7 SHT. 4 2 ZONTAL CROSS SECTION I I I I o 3 ® HINGE JAMB TO SIOEUTE Z �eul�aNa CONSUI�ANiL, INC 813.gg4.3831 j'� ** !���1� 111.1� n g iL' �U`i.'1J1��� �,' ..� ,�J `c M /2"0�0" JW llJil' t•v�IJT U lLuR E 8 2 . er: RM. 1�,'1tA �l Y om M Nc No.: 5-2151 ........... . SHEET 3 or 8 ' •• ! 13 3 21 31 25" MAX. SHIM SPACE itmoo EL714N 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5", 16.57, 27.5 38.375. 49.375' & 60.375. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125" IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 37: 5 18.25", 40.5', -59.25 74.25". 76.25' At 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA. x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA x 1/2" CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT. SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2" PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5 31', 48.5' 66 THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL. 4' IN FROM THE OUTSIDE CORNERS. 6. SING FOR ITEM NO. 43 MULLONS TOGETHER IS SCREW) THE SAME TSECURING HE THEPERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB. AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO. 37 (110 x 1 3/4' SCREW). z� bQ —a FOAM GASKET do SILICONE CAP BEAD 1.15" MIN. EMBED. 15" MIN. C-SINK r 4 HINGE JAMB TO BUCK, SEE NOTE 5 SHT. 4 w NOTE T. 4 W O> rl O Op RNOM OC ZZ O to Ruj q..� �W0 3Qco a 12 NOTE Cl-�Z 8 up 10 SEE x� 7 SHT. 4 \�z i MAX. Upy ed .25' SHIM SPACE0� �z ,o p •p' � w z� �Lm 36 zy ^ z N 1 41 ao 6'i 29 13 30 to Z 3 SEE NOTE 1 as 1 o aLT' rs SHT. 4 31 813.584.3831 INTERIOR 18 3 H I pia r.ROSS SECTLQ� 4 ® STRIKE JAMB TO SIDEUTE DO= 08 10 01 SCAM i/2' = 1' j wt. BY.. RW .. C S-2151 srm 4 or 8 SEE NOTE 3 SHT. 4 SEE DETAIL "F" SHT. 5 3, 3" 3" 6, 6, 6. 3' lj� 3" O TYP. I I 113 I TYP SEE DETAIL - SEE NOTE 'F' SHT. 5 - 6 SHT. 4 SEE DETAIL SEE NOTE - 13 - 'G' SHT. 5 6 SHT 4 C Typ. _ SEE DETAIL 13 "H' SHT. 5 •p- TYP. LIFL O 14 zi I r"o .,/I I M.1 II . 6, 63 6� -`i 3, 3• 3• 6' 6" 6' - 3" SEE DETAIL "E", SHT. 5 TYP. SEE NOTE 4 SHT. 4 14 TYP. .B 3" o > o 00 �O00-1 9 Q n co '+ 6" iI E NOTE 6"' �' 0 3ESHT. 4 �1 1 C W O = O �o�o T 1 cc 00 �D n a 13 pU JAI TYP. V) SOU N a .r - � - .r a z o �o z _ _ — c in x ��J F SEE DETAIL .D. 'E" SHT. 5 V4 Zo •C• Typ' 1 va gad SEE DETAIL "G" SHT. 5 •C• TYP, "D' _ 1 �• glm c SEE NOTE to 4 SHT. 4 DOUBL DOOR W/SIDELITES SING E DOOR IANUFAC'T ER Nam: r* -� A o.357' BOLT DEEP 13 ENOUGH FOR A 2" BOLT THROW 12 10 0 13 0 0 •� i., 13 10 10 DETAIL 'F" DETAIL 'H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE LATE TO .FRAME DETAIL "G' AT THE THRESHOLD vv —01w O.- L LTMRS, 010 813. 684.3W 1 oac O6/10/0I scut N.T.S. TJH cHc er: RW DM�MND NOa 5-2151 smtr 5 or 8_ 'E" SHT TYP. 5 CENTRAL M� t FACT IR MANE s SEE DETAIL %�i�/��C �- "F' SHT. 5 ILE 1i�1 `1 P`S 1L 1EV3 f" 3. C6•l'L _'i �-6• 3"--{ 36� 3^ IA SEE NOTE — 13s TYP. 3 SHT. 4 SEE NOTE SEE NOTE TYP.SEE DETAIL n 3 SHT. 4 — 6 SHT. 4 - - 'F" SHT. 5 of Typ 'SEE DETAIL — — 'C' SEE DETAIL SEE DETAIL 'H" SHT. 5 TYR -j^ n `o J• 'E" SHT. 5 TYP. 'j- SEE DETAIL 'K" 'M• "K" TYP.= AI' SEE N07E "G' SHT. 5 14 14 14 — TYP. 4 SHT 4 — 14 TYP. "wo TYR LM" I �i OTE 6 -•i 3' 6' DOUBLE DOOR 453" GLASS 1 r B/TE BRIO `! 25 1/8" TEMPERED CLASS O.: D .25" AIR D, p SPACE o` O0. O Z 1/8" TEMPERED Z Y N GLASS IB 36 �' 6 PS a io 7d 41 d SE NOTE 1 .25" STEEL INTERCEPT TCM LITE INSULATED FRe_ME SHT. 4 GLASS W / GLAZING DETAIL SPACER 6" 6" 3" 14 4ESHT. 4 3" ® ®TYP. SINGLE DOOR W SIDELITES .463' GLASS SITE _ 1/8" TEMPERED GLASS O • o: 40 .. r% .25' AIR Q.0.'o : •. SPACE o.0:Q Y 1/8' TEMPERED Z GLASS INTERIQ 41 N 36 SEE NOTE v' 6 1 SHT. 4 .25" STEEL INTERCEPT SPACER S' INSULATED GLASS W/ arc IITF FRAME GLA7ING DETAIL v J 6> EE N � O o0 R tcn QQON 1=3¢0 000 2 ��2 a '� YY euaaNc iNSl1lTNlTS. n+c 813.684.3831 m 08 10 01 us, N.T.S. a er: TJH K. BY. RW wm NO.: 5-2151 cn 6 of 8 _ 4.563" T` N 20 21 in WOOD FRAME FINGER JOINTED PONDEROSA PINE ILL .097' 4 x 4 STEEL DOOR HINGE tn tom--1.531' JOINTED PLASTIC LIP LfTE FRAME EXTRUDED BTS 2.1. F 691--i I _ M yb INSWING SIDELITE 15 BOTTOM BOOT 0.09' EXTRUDED VINYL WALL N O C0 TIE T: it, Flu- 1, E .� r- f"— 1.077" L�--1.531 " --i 6 �—t .526" GDEI fTF BLANK SIDE STILT FINGER JOINTED PONDEROSA PINE TCM (THERM.4—TRU'S POLYPROPLENE) PI 1STi( LIP LIIE F1 ME O EXTRUDED TCM o n O1 FC, TOP R41L W000 COMPOSITE 1.264" o •} T N ^ h CO N Oi-4--1.531"�� EC- I ATCH SIDE STILT COMPOSITE r-1.255' --1 r N T �+-- 1.531' FC WOOD HINGE SIDE STILE 5.75" Tol O FC. BOTTOM RAIL SELF A_nJUSTING ca DLF THRESHOLD D WOOD COMPOSITE •_ i�.iui ui MINYL .045" W-ALL__A_ LL �M• 19 080' THK. WALL VINYL_TYP. F---- 2.375" IN �I 1 I ,r, o 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE • •7 S U z 813.684.3831 scue N.TS Iwo. er: TJH S-2151 7 or item DFSCRIPT1Oj I FSERC AS51C DOOR SKIN .110' MN. TW flBERQiISS BY THERI/A-1RU w9h yield F ffk 6,000 • FIBERGLASS T i. 1 x..94 -TRV W00O COMPOSRE MO00 3 Ft SILE -TRU. I UM CO111I .531 r 1.209 WO00 COMPOSITE 4 STILE-_ PPC 1.531"x 1.200- rru0u 5 FC, RM RAIL 1431 . it 125 THER1l1-TRU Il COYPOSIIE III E 6 POLYVRETKANE FOAM (IJAbt- Milos. FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP -ITiU FOAM 8 LONG REACH COMPRESSION 1TNERSIRP - FOAM 9 4 x 4 INGE .097 THK. RMA-TRU IM STEEL 10 1 x 3 4 .PFH WOOO Fra»e -. - L 11 Si. 8OI101IRAL 1531 r 9N RQBM-IRU W000 12 IJIO x C. P STD 1 8 1 PFH WOOD RE., STEEL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG, STEEL 15 1 SIDELfTE BOTTOM B T 90 EXTRUDED VINYL NNYL 16 1 2x INNER W000 BUCIc WOOD 17 MAX. 1 SHIM MATERAL WOOD Ia 19 IKWIKSET TITAN 700 SERIES PASSAGE LOCK - ALUM. OD 0 x - E WOO 21 _- E W 3 KWIKSET TITAN 700 SERIES DEADBOLT - 4 W B 1 WR68T .052 WALL UM. 60 -T 5 GLAZING, 2 INSULATED TEMPERED GLASS G S 26 SS, -1RU PONOEROSI FPi 1.1 x 1.531 W000 27 #8 x T LG. PANHEAD SHEET METAL SCREW STEEL 28 INSWING DOOR TTOM SWEEP NYL 29 WOOD 30 3I FUSS WOOD I= BLOCK 2375 x 1.515 PONDEROSA NU0O 1, r 1 I W OD WO00 COMPOSITE 32 1/8 K. CELLULAR GLAZING T STIK-I TAPE)- 3 PLASM LF UTE FRAM BTS THERW-TRU BTS 4 - 1. x 125 K JAMB -TAV PONDEROSA PINE 00 6 STOEUIE SIDE STU -IRU 1XI r -f% P01I ME ---WgQP- 7 110 x .1 3 4 L. PFH W00 SCREW STEEL 38 SS TOP Rol Iml x .9N TIm-1RU wu call WV00 ISMIPt)Srlf 39 40 NOT USED SILICON U K - SILICONE 41 8-10 1 1 2 PIASCR fOR ITFJd 34 STEEL 42 SDE a TOP i 80T10Y Rol - IS31 r P0T[EROSI PNE WOOD 43 8 x 2 LG. PFH WOOD SCREW ST �1.531 a L 38 SS. TOP RAIL In WOOD COMPOSITE f)+701 � C N U7 .175" F'- O, --1 - • 1 79" `JCOME c ON WEATHFRSTRIP I OM REACH MP I N TH R l BY THERMA-TRV FOAM CELL CORE W NYL JACKET FOAM CELL CORE W/VINYL JACKET Alt '<>t7 3" N ri DRILL TRU FOR .357" DUI. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WIN (AMBER II WR66T STRIKE PLATE M 1.531 "' OC N 1.31 G" 1 O� iTT1 O ci c_cz�oM QO W . FEO;kO _ 26 co t\ WOOD HINGF SIDE STILT to a �z O q kZ �1 i ,n in 00 JZ a 6u i• �I o .Jz o ASTRAGAL HASDo n (2) 8.0' N (2) 8. O BOTTOM N L I (2, 8.G- BOLTS O TOP 1.767" --i 24 WINDJAMBER If WR68T ASTRAGAL (ALUMINUM 052" WALL TYP- ) ASTRAGA Q do A C/MATERIAL: R I.j YOWC� ` n ^K' l \ � 813.684.3831 t:08100 I, N.T.S. G By. TJH K. er: RW wnxt Non 5-2751 m 8 or 8 3UN-21-2002 09*52 MILESTONE WINDOWS 407 323 9729 P.02- 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 RIE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on 3une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the Installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by tildon 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 "b") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than. 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16".concrete screw with a minimum embedment on 1 %'. Concrete Masonry Units should have a wall thickness of 1 Y4" and a precast silts thickness will exceed 1, 'A". The drawings dearly delineate the requirement that a minimum embedment depth of 1 14" 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 'law - Therefore, for Flodda . Extruder installation drawings where a non- structural buds 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 •/i" is acceptable. The definition of a non-structural bulk 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 1 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Amoruso, PE raMoruso.og@floridaextruders.com Florida PE license No. 49752 Florida Extruders Intemational, Inc. Certificate of Authorization No. 9235 Cc: Earl Maore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 63G3S-23.®Q2, F.A.C. A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. • Me: 20D2-L7R,-R]A-009 J. ;jo No. 4 fi 2540 34wett lane, Sanford, FL 327YI-1600 • (407) 323-3300 • Fax (407) 322-3337 2 Universal Forest Products Re: 53906980 Centex Homes Orlando 1692 A Roof The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906980 CJ1 53906980 CJ3 53906980 CJ5 53906980 EJ5 53906980 EJ7 53906980 H1 53906980 H2 53906980 H3 53906980 H4 53906980 H5 53906980 H6 53906980 H7 53906980 H9 53906980 H10 53906980 H11 53906980 H12 53906980 H13 53906980 HJ5 53906980 HJ7 53906980 T8 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 2/23/2004 John M/1resley License # 5 86 The seal_ on this drawing ind Cates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 'I'el: (336) 226-9356 Fax: (336) 476-9146 Job Truss Truss Type Oty Ply Centex -Orlando/1692A/isk/4-14-3 53908980 CJ1 JACK 10 1 Job Reference optional Universal Forest Products Inc., 8urlir ton, NC 27215, Jeff. Kerr . 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr :l9 12:17A 1 2003 Page 1. j- c -1-0-0 0-11-11 1-0-0 0-11-11 Scale 1:4. I 5-.00 V2 B Tt B1 A D 0-11-11 3x4 0 11 1:1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc), I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep, Stress Incr YES WB 0.00 Horz(TL) -0.00, C n/a ` BCDL 10.0 Code FBC2001 ' (Matrix) 1 st LC LL Min I/dell - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N .2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C= 11/Mechanical, B=138/0-870, D-9/Mechanical Max Horz B=35(load case 4) Max UplittC=.13(load case 5), B=-89(load case 4) Max GravC=28(load case 4),.B-138(load case 1),'D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-28 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98.per FBC2001; 110mph;'h-15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; , y cantilever left and right exposed ; end vertical left and right exposed -Lumber DOL-1.60 plate grip DOLa1..33. 2) Provide mechanical connection (bylothers)'of truss to bearing plate capable of withstanding 13'Ib uplift at joint C and 89 lb uplift at joint B. t I 3) 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 an :1 within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only'and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes.only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard I \ e 9 9 , Customer No: 110145 Customer Name: CENTEX HOMES ORLANDO Shop NO: - Contractor/Job: 1692 A RF Date Req Draw No:5390698OCJ1 Job Truss Truss Type ,au pty Ply Centex Orlando/1692A/jsW4 14 3 53906980 CJ3 10 1 3 Job Reference oetional) Universal Forest Products,lr c., Burlington, NC 27215, Jeff Kerr 5:000 s Feb 20.2003 MiTek.Industries, Inc. Sat Apr 19 12:17:11 20p3 Page 1 -1-0-0 2-11-11 1-0-0 2-11-11 Scale - 1:7. - 5.00 12 i ` T7 e q i p f 2-11-11 3 2-11-11 LOADING (psf) SPACING 1 2-0-0 CSI I DEFL in (loc) Well PLATES � GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumi er Increase 1.25 13C 0.03 Vert(TL) 0.01 A >999 BCLL 0.0 Rep,Slress Incr YES WB o.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL.Min Well = 240 Weight: 111b LUMBER BRACING TOP CHORD 2 X 4 SYP Nd.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No, 2 BOT CHORD Rigid ceiling directly applied or 10-070 oc bracing. REACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max.Horz B=63(load catse.5) Max.UpliftC--52(load case 5), 8a-80(load case 4) i FORCES (lb) -First Load Case Only TOP CHORD A-8=22, B-C=-43 BOT CHORD B7D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDI_o6.0psf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;M4VFRS gable end zone; cantilever left and right exposed ; enid vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical conneciion (by others) of truss -to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated pi er ANSIfFIPI 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.mernbers 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 conditio e s and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i Customer No: 110'' 5 Customer Name: 'CENTEX HOMES ORLANDO Shop No; Contractor/Job: 1692 A RF Date Req: Draw No:53906980CJ3 Job Truss I Truss T e YP Oty Ply Cer 539'06980 CJ5 JAC' vgyyy '8 1 Universal Forest Products�,lnc., Burlington, N.0 27215, Jeff Kerr Job 5.000 s Feb 00'2003 MITIr 4-11-11 1-0-0 4-1 i-11 5.00 12 `I T1 4-3 YY� Apr 19 '12:17:11 2003 Page 1 le - 1:11 - V D 3x4 4-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a TL20 245/193 TCDL 10:0 Lumber Increase 1.25 BC 010 Vert(TL) -0.05. A >354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl — 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2.X 4 SYP qo.2 TOP CHORD Sheathed or 4-11-11 cc purlins. BOT CHORD 2 X 4 SYP Nio.2 BOT CHORD Rigid ceiling directly -,applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=126/Mechanical, B-275/0-8-0, D-46/Mechanical Max Horz B=1100(load case 5) Max UpliftC=; 94(load case 5), B--69(load case 4) FORCES (lb) - First Load Case Only% TOP CHORD A-13=22, B;C=41, BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 1lomph; h=15ft; 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 grip DOLa1.33. 2) Provide mechanical connection (by, others) of truss to bearing plate capable of withstanding 94 Ib uplift at joint C and 69 lb uplift at joint B, 3) Truss shall be fabricated 'per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated ar)d 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 acciuracy of the design information as it may relate to a.specific.building. Any references to job names and locations are for administrative purposes gnly 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: Contractor/Job: 1 G92 A RF Date Req Draw No:53906980C,J5 Job . Truss Truss Type 5 9906980 EJ5 JACK In Forest Product's,lnc., Burlington, NC 27215, JeJff,: 1 -0 I I 10o city , IF 1 5.000 s Feb 20 201 5-0-0 — 5-0-0 ndo/1692A/jsk/4-14-3 i :;e (optional) Inc, Sat Apr 19 12:17.12 2 003 Page 0 LOADING (psf) SPICING 2-0-0 CSI DEFL TCLL 20.0 Plates Increase - 1.25 in (loc) I/defl PLATES GRIP TCDL 10.0 TC 0.24 Vert(LL) n/a - n/a TL?0 Lumberincrease 1.25 BG 0.10 Vert(TL) 0.05 A >348 245/193 BCLL 0.0 Rep Stress Incr YES WB 0:00 BCDL 10.0 Code FBC2001 Horz(TL) -0.00 C n/a (Matrix) 1st LC.LL Mind/defl = 240 Weight: 17 lb LUMBER TOP CHORD 2 X 4 SYP Nlo:2 13RACING BOT CHORD 2 X 4 SYP NO.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD Rigid ceiling -directly applied or 10-0-0 oc bracing. F REACTIONS (lb/size) C=j127/Mechanical, Ba276/0-8-0, D-46/Mechanical Max Horz 8= 00(load case:5) Max UpliftC ,94(load oase 5), 13�-69(load:case 4) FORCES , (lb) - First Load Case Only TOP CHORD A-8=22; B-6-41 BOT CHORD B-D=o NOTES (3) 1) Wind: ASCE 7-98 per FB62001; I I Omph; h-15h; TCDL_6..0psf; BCDL=6:Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left -and right .expos ed-Lumber DOL61.60 plate grip DOL=1.33. 2) Provide mechanical connection (bylothers) of truss to bearing plate capable,of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI PI 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 ofindividual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it.may relate to a specific building. Any references to job names and locations are for administrative.purposes only and are not part -of the review or certification of the truss designer. LOAD CASE(S) Standard Customer NO: 11045 Customer Name: CENTEX_HOMES OR : t -- Contractor/Job: 1692 A RF Date Re raw No Shop No. , I q Draw No:539069$OEJ5 Job Truss [JACK russ Type QtyPly Centex Orl6ndo/1692A/jsk14 14 3 I 53906980 EJ7 r - 18 1 Job Reference (optional) Universal Forest Products;lnc.; Burlingio " '' 5, Jeff Kerr 5-000 s Feb 20`2003 MiTek Industries, Inc, Sat Apr 19 12:17:12 2003 Page 1 i 1.0-0 i 7-0-0 1. 0 0 7-0-0 G Scale 1:15.: j 5,00 12 d r T1 B1 i I , D 3x4 = I-- 7-0-0 7-0-0 ' . LOADING (psf) SPACING 2-0-0 CSI pEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a n/a TCDL 10.0 Lumber Increase 1.25 BC 0.20 TL20 245/193 BCLL 0,0 ! Vert(TL) 0.17 A >93 Rep,Stress In YES WB 0.00 Horz(TL) -0,00 C n/a BCDL 1.0:o Code FBC2001 (Matrix) 1 st LC LL Min I/dell — 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No12 BOT CHORD 2 X 4 SYP No12 TOP CHORD Sheathed or 6-0-0 ocpurlins. BOT CHORD , Rigid ceiling directly appliedor 10-0-0 oc bracing. i REACTIONS (lb/size) C-191 0/Mechanical,.B=352/0-8-0, 0=66/Mechariical Max HorzB=137(load case 5) Max UpliftC-435(load case 5), B 62(load case 4) FORCES (lb) - First Load. Case Only TOP CHORD A-B=22, B-C, 61 BOT CHORD B-D=0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.0psf; BCDL=6.Opsf; occupancy category II; exposure.B; enclosed; MWFRS.gable end zone; I cantilever left and right exposed ; end vertical left.and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. '3) Truss shall be fabricated per ANSI/TjPI 1-95 quality requirements, Plates shall be of.size and type shown and centered at joints unless otherwise noted. E Provide bracing where indicated andlwithin 4" of interior joints. Bracing,indicated on this sheet is to reduce buckling of individual members onlyand does not replace erection and peirmanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accu lacy 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 a I , S Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Sho NO: Contractor/Job: 1692 A RF Date Req:l - - - Draw No:53906980EJ7 2 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53966980 111 HIP Universal Forest Products, Inc., Burl!' gton, NC's e KREM Job Reference (optional)' 1 5.000 s Feb 20 2008 MlTek Industries, Inc. Sat Apr 19 13:25:37 2003 Pagel 1 0 4-6-4 7-0 0 12-3-7 17 5 2 22 6 14 27-8-9 33-0-0 35-5-12 40-0-0 41.010 1-0-0 4-6-4 2=512 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 2-5-12 4-6-4 1-0-0 7x10 — 5.00 12 5x6 = 5x6 T -2x5 11 5z6 = 700= 5x6 = 2x3 �1 D —T E F I 1 3 w w W K i A B W L M .- 5z10 = IY u T s R O .. P O fJ .5x10 =. 5x6 - �5x10 MII16H = 5x8 �= 5x6 = 5x6 = .5x6 .. 5xfi 5x10 Mill aH= 7-1-12 12-3-7 1 17-5-2 22-6-14 27-8-9 32-10-4 40-0-0 7-1-12 i5-1-11 5-1-1.1 5-1-11 Plate Offsets (X Y): (B:0-2-71 Edgei, fD:O 3-12,0-4-41, (J•0-3-12 0-4-4j (L�0 2 7 E-dgeej 5-1 -11 5-1-11 7 1 12 LOADING (psf) SPACING I 2 0-0 CSI DEFL TCLL 20.0 Plate's Increasle 1.25 in (loc) I/deft PLATES GRIP TC 0.83 Vert(L L) 0.93 Q-Fi .>510 TL20 TCDL 10.0 Lumber Increase 1.25 . BC 0;93 245/193 BOLL 0.0 Rep Stress Inar NO Vert(TL) 1.53 Q-R .308 . BCDL 10.0 Code WB 0.70 Horz(TL) 0.27 L n/a FBC2001 (Matrix) 1st LGLL Min I/defl = 240 Weight; 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No;2 "Except' TOP CHORD Sheathed or 1-8-3 oc purlihs. T22X6SYP No.2,T32'X6SYP No.2 BOT CHORD 2 X 6 SYP No.�1 .`Except` BOT CHORD Rigid ceiling directly applied or 4-54oc bracing. B22X6SYPSS WEBS .2 X 4 SYP No.3 `Except` W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2 W1 2 X 4 SYPiNo.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP?No.2 i REACTIONS (lb/size) B=3309/0-8-0, l_=3309/078-0 Max Horz B=-75(load case 5) Max Uplift B=-939(load case 2), L=-939(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=1-7372, C-D=-7387, D-E=-10163. E-F--11707, F-G=-11707 L-M=26 , G-H= 11707, H I=-11.726, I J=-10159, J K=-7388, K L=-7372, BOT CHORD 8-U=6690, T-U=6864, S-T=6864, R-S-10161, Q-R-11726, P-Q1-10157, O-P=6865, N-0=6865, L-N=6691 WEBS D-U=178, J N!=179, C-U=194,.D S=3740, E J P=3734 -S=-1565, E=R=1760, G-R=-629; H-R=-21, H-Q-634, I Q=1786, I P=-1.570, K N=195, NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2;001; 110 I ph; h=15ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to b 939 lb uplift at joint L. earing plate capable of withstanding 939 lb uplift at joint B and � � - 6) Girder carries hip end with.7-',0=0 end setback 7) Special hanger(s) or connection(s) recurred to.:support concentrated load(s) 385.01b down and 258.21b up at 33-0-0, and 385,01b down and 258.216 up at 7'-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated perANSI/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 requi -ements 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: A7D=-60.0, D-J=,'-125.0, J-Mm-60.0, B-L=-41.7 Concentrated Loads (lb) Vert: D=-385.0 J=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO SContractor/Job: 169 A RDate Req-hop N • DrawNo53906980H1 '1 Job Truss I Truss Type �gjy. Ply Centex-Orlando/1692A/jsk/4.14-3� 539CS980 H2 HIP,TRU;S , 1 v Job Reference (optional) NC 27215, Jeff. Kerr 5.000 s Feb 2O 2003 WTek.Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 Universal Forest Products,.lncBurlington, i 5-9-1 9-0-0 1-0-0 16-5-3 23=6-13 31-0-0 34-2-1� 40-0-0 4i1-0-p 5-9-1 3-2-15 7-5-3 7-1-11 7-5-3 3 2-15 5-9-1 1-0-0 Scale - 1:68.6 I i 5x6 5.00, 12 �I 3x6 = 3x8= 3x6 _ 5x6 = .. O 2x3 O E F a H - 213 C i 2x 3 a 2 w w1 \T-1 a ;A 6 J. o 3x7 = fI 1 _ K I4 , P O N 'M .. 30 0x8 = 3x10 M1118H= 3x6 = _ 300 MII16H= axe = y'' 9-1 12 20-0-0 30-10-4 34-2-15 5-9-1 3-4-11 10-10.4 10-10-4 3-4 11 5-9-1 Plate Offsets, X Y: Dr0 3-0 0-2 4 1:0-3-0 0-2-4 .LOADING (psf) TCLL 20.0 j SPACING Plates In 2 0 0 1.25 CSI DEFL in (loc). I/dell PLATES GRIP TCDL 10.0 Lumber Increase 1.25 TC 0..54 BC 0.9.7 Vert(LL) 0.35 N >999 Vert(TL) -0.78 L-N TL20 245/193. BCLL 0.0 BCDL 10.0 RepStress Incr Code YES WB 0:64 >608 Horz(TL) 0.20 J n/a FBC2001 (Matrix) .. 1st LC LL Min l/defl - 240 Weight: 186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP Na.2 BOT CHORD 2 X 4 SYP No.2 170P CHORD Sheathed or2-9-14 oc purlins. - BOT CHORD Rigid ceiling directly applied or 6-05 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row atmidpt E-P, G-L REACTIONS (lb/size) B=1�653/0 8 0, J=1653/0 8 0 Max HOrz B=-90(load case 5) Max UpliftB=-344(load clase 2), J=-344(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--3354, D--3150, D-E=-2917, E-F=-4077, F-G=-4077, G-H=-2917, H-I=-3150, I-J=-3354, J-K=22 BOT CHORD B-P-3001, O-P-3974, N-0=3974, M-N-3974, L-M=3974, J-L=3001 WEBS D-P=845, H-lL=845, C-P=-140, I-L=-140, E-P=-1192, E-N-150, G-N=150, G-L=-1192 NOTES (6) 1) Unbalanced roof liveloa#.have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL-6.Opsf; BCDL=6.Opsf; occupancy category11; 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).AII plates are TL20 plates unless otherwise indicated,. 5) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated ANSI/TPI 1-95 per quality, requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provlide 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 conditiorlls and reqiremenis of the specific. building and governing codes and ordinances. The truss designer accepts no responsibility fori 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. a _OAD CASE(S) Standard i s . 1 ' I p , Customer No: 11045 Cusjtomer Name:. CENTEX HOMES_. ORLANDO Shop N( Contractor/Job: 16;92 A RF Date Reo Draw No.:53906980H2 - I Job Truss Truss T,y�ope Oty Ply Centex-Orlando11692A/jsW4 14 3 T 53908980 H3 H ' Job Reference (optional) Universal Forest Products, Burl! gton,"NC 27215, Jeff Kerr 5.000 s.Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12;17..13 2003 Page 1 110 6-:10-4 i 110-0 17-0-0 23-0-0 29-0-0 33-112 40-0-0 4,1-0,0 1-0-0 6-10-4 4 1-12 6-0-0 6-0-0 I-1 6-0-0 4-1 12 6-10-4 1-0-0 Scale - tfi8.i f ; j i 5x6= 3x6 = 5x6 5.00 12 b - E F 'G13 .. 2.3 Q C 2x3 Wt 2 w H 4. w e \ v �q 30 0 N. M L K 3x7 = 3x10 M1118H= 3x6 .3x8:= 3x8 = I 3x10 Mlliekl= i 6-10-4 i i j 1-12 1 20-0-0 6-10-4 j 28-10-4 33=1-12 40-0=0 I 4)3-8 8-10-4 8-10-4 4-3 -.a 6-10-4 Plate Offsets X Y: D:0 3 0 0 2 4 F:0-4-0 0-3-0 G:0-3 0 0-2-41 LOADING (psf) SPACING 2-0-0 CSI DE.FL TCLL 20.0 Plates Increase' 1.25 TG 0:54 Vert(LL) -0.26 in (IoM >999 PLAT Es GRIP TCDL 10.0 Lumber Increase 1;25 BC -0.86 . Vert(TL) 0.58 B O >812 245/193 BCLL 0:0 Rep',Slress In r YES WB 0.80 Horz(TL) . 0.17 0.0 BCDL 1CoI n/a de �FBC2001 (Matrix) 1 st LC LL Min I/dell = 240. Weight: 190 lb LUMBER 1.3RACING TOP CHORD 2 X 4 SYP No1.2 BOT CHORD 2 X 4 SYP No12 TOP CHORD Sheathed or 3.6-5 oc purlins. WEBS 2 X 4 SYP No73 130T CHORD Rigid ceiling directly applied or 7-11--4 oc bracing. i REACTIONS (lb/size) B=1653/0-8-0r 1=1653/0-8-0 Max Hoi*z B=106(load case 4) Max UpliftB=- 17(load case 2), 1=-317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C, -3291, C-D--2975, D-E=-2721 E-F-3328, F-Gv-2721, G-11=-2975, H-1=-3291, I-J=22 BOT CHORD B-0=2961, NI-0=3279� M-N=3279, L-M=3279, K71-3279,.1-.K=2961 WEBS D70=836, G K-836, C`-0=-316, H-K=-316, E-0 -712, E-M=90, F-M=90, F•K=-712 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1,60 plate grip DOL-1.33. 3) Provide adequate drainagelto prevent water ponding. . 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by oIthers) of truss to bearing.plate capable of withstanding 317 lb uplift atjdint B and 317 lb uplift at joint I. 6) Truss shall be fabricated per ANSI/T' 1 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 fo i 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 ofthe truss designer. LOAD CASE(S) Standard Customer No: 1104a Customer Name: CENTEX HOMES ORLANDO Shop No: Contractor/Job: 1692 A RF Date Req Draw No:53906980H3 [53906080 b Truss=�,R,,rrijn (Truss Type Oty Ply Centex-Orlando/1692A/jsk/4-14-3 i H4 COMMON 2Job Reference o tionalniversal Forest Products,ln., 215, Jeff Kerr 5.000 s Feb 20 2603 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 j i1-0-P 7=1-3 I 13-0 0 27 0-0 I 32-10-13 i. 40-0-0 1-0-0 7-1-3 5-10-13 14-0=0 5-10-13 7-1-3 1-0-0 ' Scale - 1:68. I s 5x6 - - D E F 5.00 12 2x3 �� \ 2x3 ii IC .w .W2 � W2 3 t3 . c a w d[A 8 HJH o at I I$ 3x7 3x7 = 3x6 = 3x8 = 3x8 3x8 = 3x6 " = = 10-3-14 s 20-0-0 29-8-2 —�— 40-0-0 10-3-14 ' 9-8-2 g'8.2 10-3-14 Plate Offsets X Y: D:0-3-0',0-2-4 F 0 3 0 0 2 4 LOADING (psi) SPACING 2=0=0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0:22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.50 L-N . >944 BCLL 0.0 Rep Stress Inc YES WB 0.24 HoTz(TL) 0.15 H n/a. BCDL 10.0 Codei FBC2001 (Matrix) 1 st LC LL Min I/deft m 240 Weight: 189 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-4 oc.purlins. BOT CHORD 2 X 4 SYP No.2 WEBS' 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc, bracing. REACTIONS (lb/size) 13— fi53/0-8-0, H=1653/0-8-0 " Max Horz B=127_(load case 4) Max UpliftB=-290(load case 2), H=-290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3309, J D-3016, F-G--30'16, G7H=-3309, H-1=22, D-E=-2893, E-F=-2893 BOT CHORD B-N=2976, MiFN=2500 IL-M=2500, K-L=2500, J-K=2500, H-J=2976 WEBS C-N=-342, D IN-496, FJ-496, G-J=-342, E-L--430, D-L=498, F-L=498 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110�nph; h-15ft; TCDL=B.0psf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and rightexposed;Lumber DOL-1.60. plate grip DOL=1.33. 3) Provide adequate drainage ;to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANI 1 95 quality requirements. Plates shall be of size and.type shown and centered at joints unless otherwise noted. Provide bracing where indicated and Wthin 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 atl 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 this for 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: Contractor/Job: 1692 A RF Date Req:. Draw No:53906980H4 Job Truss Truss .Type. W— Qty Ply Centex-Orlando/l692A/jsk/4-14-3 539a6980 H5 COf G3`' 2 1 I Universal Forest Products,l'nc., Burlington, i Job Reference o tlonal NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:14 2003 Page 1 0 ip 7-1 3 15-0-0 25-0-0 32-10-13 40-0-0 1 0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 ' scale . 1:68. i 5x6 = 2x3 II 5x6 D '` E p 23 5x8 5.00 12 1! ,. C w 2 w 3 G B aA H . o 30.= IY ' N M L .o K J 3x7 —. 3x6 = 3xa = 3x8 _ .. .. - 3x8 = 3.6 = 10314 I 10-3-14 I 20-0=0 29 8-2 AO-0=0 Plate Offsets.( X Y) [C•0-4-0 0-3-01,[D:0-3-0 9=8-2 9 8 2 10-3-14 0-2-41,[F:0-3 0,0-2 41,[G:0-4 0:0-3 Oj LOADING (psf) TCLL 20.0 SPACING Plates Increase 2-0-0 1.25 CSI TC DEFL in (Io >9991 PLATES GRIP TCDL 10.0 BCLL Lumber Increase 1.25 0.61 BC 0.78 Vert LL -0:20 L Vert(TL) -0.47 L-N >998 TL20 245/1a3 0.o BCDL 10.0 Rep�Stress Incr Code , YES FBC2001 WB 0.20 (Matrix) Horz(TL) 0.15 H n/a 1st LC LL Min I/defl = 240 Weight: 193 lb LUMBER BRACING TOP CHORD .2 X 4 S.YP No.2 TOP CHORD Sheathed or 3-0-11 oc purlins. BOT CHORD 2 X 4 SYP No!.2 WEBS 2 X 4 SYP.No!3 BOT CHORD Rigid ceiling. directly applied lied or 879-2 oc bracing. 6 r REACTIONS (lb/size) B=1653/0-8-01 H-1653/0-8-0 Max Horz B-138(load case 4) Max UpliftB=-313(load case 4), H=-313(load ease 5) FORCES (Ib) - First Load Case Only TOP CHORD A-8=22, B-d--3333 O-D--3011. F-G--3011, G-H==3333, H-1=22, D-E--24.79, E-17=-2479 BOT CHORD B-N=3004, M-N=2322, L-M=2322, K-L=2322, J-K=2322; H-J=3004 WEBS C-N=-421, D-N=620, F-J=620, G-J--421. E-L=-20B, D-L=252, F-L=252 NOTES (5) 1) Unbalanced roof live loadslhave been considered for this design. 2) Wind: ASCE 7-98 per FBC;2001; 1.10mph; h-15ft;.TCDL-6.Opsf; BCDL=.6.Opsf; occupancy II; category exposure B; enclosed;MWFRS gable end zone; cantilever left and right exp;osed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) Provide adequate drainageto prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 requirements. quality 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 buckling reduce of individual members only and does not replace erection and permanent bracing required for.the overall building design. Building.D.esigner.shall verify all design information an this sheet for conformance with conditions and requirements the of specific. building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness.or accuracy of the design information as it.may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer: LOAD CASE(S) Standard I i i. vuaw111al ivv. 1 1 uw0 Vustorner Name: (;tN I EX, HOMES .ORLANDO Shop Ne Contractor/Job:.16192 A RF Date Req Draw No:53906980H5 Job Truss Truss Type ' Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H6 COMMON'��° 2 1 Job Reference o tion.al Universal Forest Products,ln�c., Burlington, C 2.7215, Jeff Kerr 5.o(i0 s Feb 20.2003 Mil ek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 F 7-1-3 13-8-1 17-0-0 23-0-0 26-3-15 32-10-13' 40-0-0 41, 0-p 1-0-0 7-1-3 6-6-13 3-3-15 6-0-0 3-3-15 6 6-13 t--I 7-1-3 1-0-0 6 Scale. 1:68: 5.00 rf2 . 5x6 5X6 5x8 E F G 20 \\ A 'I I o _ J 3x7 = O N M L K 3.7 =. 3x6 = 3x8. — 5x 10 = 3x8 = 3x6 I 10-3-14 20-0-0 29 8-2 40-0-0 10-3-14 ± I .9=8-2 9-8-2 '10-3-14 Plate Offsets (X,Y). [D.0 4 0 0 3 0),[E0-3-0,0-2.4)L[17.0-3-0 0-2-41[G LOADING (psf) SPACIING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0,20 M >999 TL20 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0:46 M-O >999 245/193 BCLL 0.0 Rep Stress Incr YES WB .0.35 HorZ(TL) 0,15 1 n/a BCDL 10.0 Code i FBC2001 Matrix ( ) 1st LC LL Min l/dell 240 Weight: 205lb LUMBER BRACING TOP CHORD 2 X4 SYP No.2 TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS 1 Row at midpt D-M, G-M REACTIONS (Ib/size) B=1653/0-8-0, !I-1653/0-8-0 Max Horz B=154(load 'case 4) Max UpliftB=-333(load case 4), I--333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B C= 3323, C-D=-30 BOT CHORD 11, D-E--2143, F-G=-2143, G-H=73011, H-I=-3323, I-J-22, E-F=-2166 B-O=2993, N-0=2425, M-N=2425, L-M=2425, K-L=2425, I-K=2993 WEBS C-0=-389, D-O=546, D'M -651, G-M=-651, G-K=546, H Ka-989, E M=575, F M=575 i NOTES(5) 1) Unbalanced roof live loads. have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL=6.Opsf; BCDL=6,Opsf; occupancy category.11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1i60 plate grip DOL=1.33, 3) Provide adequate drainage to prevent; water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint Band 333 lb uplift at joint I. 5) Truss shall be fabricated per,ANSI/LPIII 1 95 quality- requirements.. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and �rithin 4" of interior j permoints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and anent 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 onlyi and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 4 , Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Sho No Contractor/Job: 169�2 A RF Date Req: Draw No:53906980H6 Job Truss Truss Type T2- Ply Centex-Orlando/1692A/jsk/4-1,l-3 i 539d6980 H7 COMMON - - 1 Universal Forest Products Inc:, Burlin ton Job Reference o tional 9 all Kerr 5.000 s Feb 20 2003 MiTek-Industries, Inc. Sat Apr 19 12;1715 2003 Page 1' P 7-1-3 13-8-1 18 0 0 21-0-0 26-3-15 1-0-0 32-10-13 I .40-0-0 4 7-1-3 1H0 0 . 6-6-13 5-3-15 2-0=0 �- 5 3-15 (3-6-13 7-1-3 . 1-0-0 - - Scale 5.00 17 5x6 = .5x6 = E F. 5xB p Q 2x3 O 1.. .. .. p w W2 2x3 1 W2 - 3. H M w o9tA 9 1 J 3x7 = l O N M L K = 3x6 = 3x8= - 3x7 5x 12 3x8'= 3x6.= 10-3-14. 20-0=O 29=8-2 40 0 0 10-3-141 9-8-2 J 9-8-2 10-3 14 Plate Offsets X Y: D:i) h 0' 0 3 Oj, jE;O 3 0 0 2 4l F:0-3-0 0-2.4 . G:0-4-0 0-3-0 -- LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 DEFL in (loc) I/deft PLATES GRIP TCDL 10.0 Lumber Increase 1.25 13C 0.78 Vert(tL) 0.20 M >999 TL20 Veri(TL) 0..46 M-O >99g 245/19----------------- BCLL 0.0 Rep Stress Iner YES WB 0.38 Horz(TL) 0.15 I n/a BCDL 10:0 Code FB02001 Matrix ( ) ist LC LL Min I/deft- 2,140 Weight: 206 lb LUMBER TOP CHORD 2 X 4 SYP No.? BRACING, BOT CHORD 2 X 4 SYP No.," TOP CHORD Sheathed or 3-0-7 ocpurlins. WEBS 2 X 4 SYP No.] BOT.CHORD Rigid ceiling directlyapplied or 8-0-1 oc bracing, WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B=1 dS3/0-8-0;, 1-1653/0-870 Max Horz B-170(load case 4) Max UpliftB=-352(load c Ise.4), I--352(load.case 5) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C=-3319, C D=-3012, D-E=-2116, F-G=-2116; G=H=-3012, Hd=-3319, I-J=22, E-F=-1963 BOT CHORD B-0=2988, N?!0=2435,E M-N=2435, L-M=2435,.K-L=2435, 1=K=2988 WEBS C-O=-376, D-,,0=537, D-M=-735, G-M=-735, G-K=537, H-K=-376, E-M=591, F-M=591 NOTES (5) 1) .Unbalanced roof live loads have been,' considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip.DOL=1.33. 3) Provide adequate drainage to preveni water ponding: 4) Provide mechanical connection (by ojhers) of truss to bearing plate capable of withstanding 352 lb uplift.at joint B and 352 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type.shown and centered at joints unless otherwis a. noted, Provide bracing where in 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 perinanent 4acing required for theoverall 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 hhot part of the review or certificationof the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: C.ENTEX F10MES-. 0RI_AND0 Sho No Contractor/Job: 169,2 A RF= Date Req__ Draw No:539069BOF17 Job Truss Truss Type o"` Yp�a- Qty Ply Centex Orlando/1692-Aljsk/4 14-3.. 53906980 Universal Forest Products, Inc., Burlington, I Job Reference (optional) NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTe'k Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 4 -1 0-p 6-11-9 10 0-0 13=0-0 1976-4 26-2-4 33-0-0 40-0-0 41-00 1-0-0 6-11 9 3-0-7 3-0-0 616-4 6-8-0 6-9-1 2 7-0-0 ' 1-0-0 Scale - 1:69. 5x6 = 5.00 r12 2O x3 D 5x6 = 34 = 3x8 = _ 3x6 = 5x6 E F G H 2 w a , w B ? o 3x7 = - O P O - N M L 3x7'= - 3x10 MIIi8H= 3x6 = 3x6 = 3x6 = 3x8 = 300 Mill 8H= 10-0-6 19-6-4 26-2-4 I 32-10-4 40-0-0 10-0-0 9-6-4 6-8-0 6-8-0 7-1-1 2 Plate Offsets (X Y): (1:0-3-0 0-2-4j LOADING (psf) TCLL 20.0 SPACING Plate's Increase 2-0-0 1.25 CSI TC DEFL in (loc) Well PLATES GRIP TCDL 10.0 Lumber Increalse 1.25 0.76 13C; 0.85 Vert(LL) 0.50 N-0 >950 Vert(TL) -0.99 O-Q >478 TL20 245/193 BCLL 0 ' 0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.22 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min l/deft — 240 Weight: 185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Sheathed or 2-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.,il BOT CHORD Rigid ceiling directly applied or:6-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-L , REACTIONS (lb/size) 13=1653/0-8-0, J=1653/0-8-0 . Max Horz B=-917(load case 5) Max UpliftB=-2,57(load case 3), J=-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C'-3326, C-D=-3052, E-F=-5297, F-G--4761, G-H=-4761., 1-1-6-3084, I-,J-3396, J-K=22, D-E=-3042 BOT CHORD B-Q=2975, PI-Q=4576.0-P=45761 N-0=5297, M-N=4761, L-M=4761, J•L=3039 WEBS I-L=911, D-Q1 2195, E'(Q=-2540, C-Q=-282, E-0=792, F-O=-169, F-N=-586, H-N=355, H-L--1836 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;. cantilever left and right exposed ; end vertical left and right exposed:Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate drainagellto preve I t water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 8 and 444 lb uplift at joint J. 6) Truss shall befabricated per ANSI/T1PI 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 inJividual members only and does not replace erection and permanent bracing required for.lhe overall building design. Building Designer shall verify all design information on this sheet for conformance with conditionsand requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness accuracy of the design information it -or as 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 ofithe truss) designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop Nc.- Contractor/Job: 1692 A RF Date Req: Draw No:53906980H9 . Job Truss 1'russ Type Qt Ply Centex Orlando/1692A/jsW4 14 ,I 53906880 H10 �! 1 1 Universal Forest Products,lnc's., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTekbindustriesclno pSat Apr 19 12a7;16 2003 Page 1 5 0-0; 12-10-0 20-8,0 1-0-0 5-0-0'i 7-10-0 � 7-10-0 . 'Scale - 1:36. i 5x5'= 3x4 = 30 = 5.00 rl2 c D . E W2 r� w2 B ` F 0 X - 5xfi = 3x4 II I 5-1-12( 12-10-0 14-M 20-8-0 5-1-121 7-8-4 l 1-2-0 6-8-0 Plate Offsets X Y G:0-2-12 0-3-4 LOADING (psf) SPACING 2-0-0 CSI" DEFL in (loc) Well PLATES GRIP TCLL 20.0 PlatesIlncrease 1.25 TC 0,85 Vert(LL) 0,05 G-H >999 TI20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.13 G H >999 BCLL 0.0 Rep Stress Incd NO WB 0.42 Horz(TL) 0.01 F n/a BCDL 10.0 Code F, BC2001 (Matrix). 1 st LC LL Min I/defl = 240 Weight: 95 lb - LUMBER BRACING, TOP CHORD 2 X 4 SYP No.21 TOP CHORD Sheathed or 4-6-1 oc purlins,. except end verticals. BOT CHORD 2 X 4 SYP No.21 BOT CHORD Rigid ceiling directly applied or 9-6 9 oc bracing. WEBS 2 X 4 SYP No:21 'Except` W2 2 X 4 SYP No.3, W2 2 X 4 SYP No..3 REACTIONS (lb/size) G=1449/0-8-0, F=400/0-8-0, B=799/0-8-0. Max Horz B=1 11(load case 3) , Max UpliftG= 432(load case 3), F=-117(load.case' 3), 13a-227(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A 8=22, B-C=;1410, C-D=-1256, D,E--37, e-F--284 BOT CHORD B-H=1266, G-H=37, F-G=229 i WEBS C-H=-145, D-kI=1264, D-G=-1134, E-G=-199 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 11Ornph; h=15ft; TCDL==6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS.gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1..33, 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint G, 111 lb uplift at joint: F and 227 ib uplift at joint B. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G. 5)Girder carries hip end with 5 !0-D end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 175.01b down and t17.31b up at 5-0-0 on top chord. Design for unspecified connection(s) is delegated tojthe building designer. 7) Truss shall be fabricated perMSI/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 buckli fg of individual members only anddoes not replace erection and permanenYbracing required for the overall building desiq. 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 �he 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 tip' a truss designer. .LOAD CASE(S) Standard 1) Regular: Lumber Increase— 1.25,-Plate Increase=1.25 Uniform Loads (pit) . Vert: B-F=-31.7, A-C=-60.0, C-E=-95.0 Concentrated Loads (lb) Vert: C=-175.0 vN Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: ________ . Contractor/Job: 169,2 A RF Date Re q: Draw No:53906960t-110 b Truss russ Type ity Ply Centex-Orlando/1692A/jsk/4-14-3 [53906980H11 IPReference Forest Products,lnc;, 9url g't o tionaliversal NC 27215,.Jeff Kerr 6.006 s Feb 20 2003 Mil-ek Industries, Inc. Sat Apr 19 12:17:-17 2063 Page 1 -1-0-0 7-0-0 13-0-0 20 0 0 1-0-0 7-0-0 1 6-0-0 7-0-0 Scale > 1:34. 5x8 —.. 5x6 = C 0 5.00 12 d w1 M ro d Bi 8 Id ' 3x6. _ H G F .. - 2x3 II 300 MI118H= � � 3x4 = 3x6= 7-1-12 12-10-4 20-0.0 7-1-1 2 I { 5-8-0 7-1-12 Plate Offsets X Y. C.0-5-12; 0-2-8 , [D:0-3-0 0 2-41 LOADING (psf) TCLL 20.0 SPACING Plates! Increase 2-0-0 1.25 CSI TC 0.82 I]Ef i- in (loc) I/dell Vert(LL) 0.13 F-H PLATES GRIP TCDL 10.0 Lumber Increase 1.25 BC 0.91 >999 Vert(TL) -0.26 E F >890 TL20 245/193 BCLL 0.0 Rep Stress Ind NO WB 0.11 . Horz(TL) 0,.08 E n/a BCDL 10.0 Code + I i BC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: e0,lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-6 oc purlins, BOT CHORD 2 X 4 SYP No.z:' BOT CHORD Rigid ceiling directly applied or 6-8=9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E=1560/0-8-0, B-1646/0-8-0 Max f-lorz B=81(load case 4) Max UpliftE--31j7(load case 5), B=-447(load case 4) FORCES .(Ib) - First Load Case.Only TOP CHORD A-13=22, B-C=-3214, C-D=-2921, D-E=-3225 BOT CHORD B-H-2895,.G-H=2909, F-G=2909, E-F=2907 WEBS C-11=275, D-17=278, C =14 NOTES (8) 1) Unbalanced roof live loads have bee considered for this design. 2) Wind; ASCE 7-98 per FBC2001; 11Omph;.h=l5ft; 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 preveni water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by oihers).of truss to bearing plate capable of withstanding 377 lb uplift at joint E and 447 lb uplift at joint Q. 6) Girder carries hip end with 7;. 0-0 end setback 7) Special hanger(s) or connection(s) re�quired:to support concentrated load(s)_385.01b down and'258.21b up at 13-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connections) is delegated to the building designer. 8) Truss shall be fabricated per. ANS.I/TP1 1-95 quality requirements. Plates shall be of size and type shown and centered. at jointsunless otherwise noted. Provlide bracing where indicated and within 4:" of interior joints. Bracing. indicated on this sheet is to reduce buckl6g of individual membersonly 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 req 1 irements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the desi( n information as it may relate to a specific building. Any references to job names and locations.are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASES) Standard 1) Regular: Lumber Increase=1i.25, Plate Increase=1.25 Uniform Loads (pit) Vert: A-C--60.0, C-D=•125.0, D-E=-60.0, B-E- 41.7 Concentrated Loads (lb) Vert: C=-385.0 D==385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: Contractor/Job: 1692 A RF; Rate Req;` Draw No:53906980H11 Job Truss Truss Type QX Ply Centex-Orlando/1692A/jsk/4 14 3 re�uu�wuunww� 539016980 .. H 12 H 1. 1 1 Job Reference o t>f ignal Universal Forest Products,lnc., Budin ton, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc, Sat Apr 19 12:17:17 2003 Page 1 I 1 0-01 6-11;9 9-0-0 11-0-0 1307 _i 20 0 0 1-0-0 6-11-9 2-0-7 2-0-0 2.0-7 6-11-9 Scale - 1!34. 5x4 = i 5x4 D E 2x3'\\ J _ 2x3 ji 5.00 rl2 C J F � v B 0 , Io 3x5 = J 1 H 3x4 = 3x6 = 3x4 3x5 = 9 9 1 12 10 '10 4 20-0-0 '9-1-12 1 8-8 9-1-12 LOADING (psf) SPACING 2-0-0 C:SI DEFL in (loc) I/deft PLATES GRIP 1 TCLL 20.0 Plates Increase 1.25 TC' 0:43 Vert(LL) 0.09 G-H >999 TL20 TCDL 10.0 Lumber Increase 1.25 BC 6.49 Vert(TL) •O.25 G-H >927 245/193 BCLL 0,0 Rep Stress Inc YES WB '0.14 Horz(TL) 0.03 G n/a BCDL 10.0 Code! �BC2001 (Matrix) 1st LC LL Min l/defl = 240 Weight: 8416 LUMBER BRACING' TOP CHORD 2 X 4 SYP No.2 WE B TOPCHORD Sheathed or 4 11 8 oc purlins. 'WEBS CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. 2 X 4 SYP No.3 REACTIONS (lb/size) G=771/0-8-0, B=856/0=8-0 Max Horz 8=97�(load caste 4) Max UpliftG=-184(load case 5), B=-204(load case 4) FORCES (lb) - First Load Case Only { TOP CHORD A-13=22, B-C_"-1383, C! D=-1137, D-E-1003 E-F=- -- 1140, F G 1375 .BOT CHORD B-J=1200, 17J1=1003, HL I=1003, G-H=1210 WEBS. D-J=389,.E-H=414, C JI --344, F-H--361 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure 8; 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 10 prevent water ponding. " 4) Provide mechanical. connection (by o,hers) of truss to bearing plate capable of withstanding 184 lb uplift at joint G and204 lb uplift at joint B. 5) Truss shall be fabricated pe�- 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 perimanent 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.buil ding 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 j J ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No'-- Contractor/Job: 1692 A aF Date Re Draw No:539069801112 Job Truss Truss Type Qty Ply Centex Orlando/1692A/jsk/4 14 3 539b6980 H13 1 Universal Forest Products,ln'c., Burlington, Job Reference o lional NC.27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 1-0 0 6-11-9 10-0-0 13-0-7 20-0-0 1-0-0 6-11-9 3-0-7 3-0-7 6-11-9 . Scale - 1:34. 5x4 = . 5.00 2x3 . 12 2x3�/ C E V , d 2 w 8 F Ia 3x5 = Gi - 5x8 = - - 3x5 = . I 10-0-0 20-0-0 Plate Offsets X Y G 0 4 0 )0 3 0 1000 1000 , LOADING (psi) TCLL . 20,0 y. SPACING 1 Plates 2-0-0 1.25 CSl TC DEFL in (loc) Well PLATES =GRIP TCDL 10.0 IIIncrease Lumber Increase 1.25 0.41 13C 0:63 Vert(LL) 0.10 F-G >999 Vert(TL) -0.26 F-G TL20 245/193. BCLL 0.0 BCDL" 10.0 Rep Stress Incur Codel YES FBC2001 WB 0.24 >877 Horz(TL) 0,03 F n/a (Matrix) i.st LC LL Min /dell - 240 Weight: 82 lb LUMBER TOP CHORD 2 X 4 SYP No.12 BRACING BOT CHORD .2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 oc purlins: WEBS 2 X 4 SYP No:3 s BOT CHORD Rigid ceiling direc tly applied or 10-0 O oc bracing. REACTIONS (lb/size) 8=85'6/0-8-0, F=771/0-8-0 Max Horz B=105(load case 4) Max UpliftB--213(load case p 4), F=-143(load case 5) FORCES (lb) -First Load Case Only TOP CHORD A-B=22, B-C=-1380, O-D=-1074, D-E=-1075, E-F--1370 BOT CHORD B G=1198, F �G=1.205 WEBS C-G=-361, D-G=737, j -G=-371 NOTES (4) - 1) Unbalanced roof live loads have beer considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110irnph; cantilever left and right exposed ;end h=15ft; TCDL=6.Opsf: BCDL=6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; vertical left 3) Provide mechanical-, connection (by others.) 4) Truss shall be fabricated et; ANSI/TPI and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. of truss to bearingplate capable of. withstanding 213 lb uplift at joint B and 143 lb uplift at joint F. 1;95 quality requirements. Plates be Provide bracing where indicated and shall of size and type shown and centered at joints unless otherwise noted. within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling not replace erection and peramanent bracing conformance with conditions and requirements of individual members only and does required for the overall building design. Building Designer shall. verify all design Information on this sheet for for the correctness or accuracy of the of the specific. building and governing codes and ordinances. The truss designer accepts no responsibilit design information as it may relate to a specific building, administrative purposes only and are Any references to job.names and locations are for, not part of the review or certificatiomof the truss designer. LOAD CASE(S) Standard � I _ (-ustomer No: 11 U45 Customer Name: CENTEX HOMES ORLANDO Shop No:.. Contractor/Job: 1602 A RF Date Req:l Draw No:53906980H13 Job Truss 53906980 HJ5 Universal Forest Proi 6 E s Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 K Job Reference (optional) C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat .Apr 19 .12;iT. ie 2003 Page 1 7-0.2 7-0-2 Scab 1; 3 D Jx4 _ I 7-0-2 7-0-2 l LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 056 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 " . Lumber Increase 1,25 BC 0.22 Vert(TL) 0.14 A >160 BCLL 0.0 Rep Stress Incr, NO WB 0.00 Horz(TL) -0,00 C n/a BCDL 10.0 Code iBC2001 (Matrix) 1st LC LL'Min l/defl =240 Weight: 24lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Shea.ihed or7-0-2 oc purlins. BOT CHORD 2 X 4 SYP No.2;1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=224/Mechanical, B-280/0-8-0.,.D-80/Mechanical Max Horz 8=91(iload, case 3) Max UpliftC=-148(load case 5), B=-74(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-E=21, B-E=21, 13-C=47 BOT CHORD B-D-0 i NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL==6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable'end zone; cantilever left and right exposed ; end, vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (.by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint C. and 74 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/T i I 1-95 quality requirements. Plates shall be of size and type shown and centered akjoints 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 conformancewith conditions and req �irements of the specific building and governing codes: and.ordinances. The truss.designer. accepts. no responsibilit for the correctness or accuracy of thel 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 trussdesigner.,' i LOAD CASE(S) Standard ' 1) Regular: Lumber Increase=1�.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A7E=-60.0 Trapezoidal Loads (Pit) Vert: E=-0.0-to-C=-106.1, B=-11.7-to-D=-35.4 j Customer No: 11045 Cus�l:omer Name: CENTEX HOMES ORLANDO Shop No:, .Contractor/Job: 1692 A RF Date Req: Draw'.No:53906980HJ5 Job Truss TrussPly Centex-Orlando/1692A/jsk/4 14 3 € S 53C-06980 HJ7 JACK 4 1 Job Reference f0ptiDnal Universal Forest Products,ln'c.,.Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries,.lnc. Sat Apr 19 12:17:18 2003 Page 1 1 6 8 6-7-12 I 1-6,8 6.7-12 . ' 3-2-5 i Scale - 1,18. D I ; I 1 3x4 3.54 12 ._ C .. i Ti w2 W 1 . B j " 13, i I i t3 F .E 3k4 = 20 II 2x3 4 a 6-7-1 Z j I 9-10-1 6-7-12 3-2-5 LOADING (psf) SPACING 2-0-0 C:SI DEFL PLATES in (loc) I/defl TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0:02 F G >ggg TLGRIP TCDL 10,0 Lumber Increase 1.25 BC 0.39 Vert(TL). -0.05 B-G . >999 245/193 BCLL 0.0 Rep Stress In4 NO WB 0.20 Horz(TL) 0;01 E n/a BCDL 10.0 Code BC2001 (Matrix) ) 1 st. LC LL Min l/defl — 240 Weight: 40 lb LUMBER it I 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 Fli id ceilin direct) -applied or 10-0 0 oc bracing. WEBS 2 X 4 SYP NoA, g g Y i REACTIONS (lb/size) D-156/Mechanical, B=437/0-8-0, E-473/Mechanical Max Harz 8=176(toad case 2) Max UpliftD=-1113(load case 5), 8--137(load case 2), E=-80(load-case .2) FORCES (lb) - First Load Case Only TbP CHORD A=H=21, B-H 21, B-C=-743; C-D=-68 BOT CHORD B-G=679, F-G1=679, E-F=0 WEBS C-G-215, C-F'=-826 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL==6:Opsf; BCDL=6.Opsf; occupancy category ll; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33: 2) Provide mechanical .connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint D, 137 lb uplift at joint 8 and 80 lb uplift at joint E. 3) Truss shall be fabricated per'i 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 perrnanent 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 informationasit may relate to a specific building. Any references to job names and locations are for i administrative purposes onlyland are not part of the review or certification of the: truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1125, Plate Increase=1.25 Uniform Loads (plf) Vert: A-H=-60.0 Trapezoidal Loads (plf) Vert: H=-0.04o-D=-148.5, B--1.7-to-E=-49.5 i F I' 7 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: . Contractor/Job: 169,,2 A RIF Date Req Draw No:53906980HJ7 - Truss Truss Type- Qty Ply Centex-Orlando/1692A/jsk/4-14-3 [53906980T8 QpAMp'f3 5 1 ,nversal Forest Products,lnc Burlington; NC.27215; Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:19 2003 Page 1 10-p 7-1-3 l— 13-8-1 20-0-0 26-3-15 32-10-13 40-0-0 411-0-10 1-0-0 7-1-3 l 6-6-13 6-3-15 6-3-15 6-6-1 3 7-1-3 1-0,0 - Scale - 1:67. 5.00 .12 - 5x6— - E i 5x0 5x6 C D F i2z3 2x3 C W VJ2 VJ2. N3 4 QIA 9�_ N M L K J 3z7 = 3x6= 3x8 = 3x6 = 3x0 = 3x6 =- 10-3-14 20 0 0 29_8_2 40 0-0 10-3-14 i M-2 9-6-2 10-3-14 Plate Offsets X Y; D:0-4-0 0,3-0 F:0-4-0 0 3 0 LOADING (psf) TCLL 20.0 SPACItlIG Plates Increase 2 0=0 1.25 CIS TC 0.53 DEFL in (loc) I/defl Vert(LL) -0.20 L ' PLATES GRIP TCDL 10.0 Lumbej Increase 1.25 BC 0.78 >999 Vert(TL) -0.47 L-N >999 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(rL) 0,15 H. n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL.Min I/defl = 240 Weight: 196lb LUMBER BRACING - TOP CHORD 2 X 4 SYP No.2 ^; - TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3' WE13S 1 Row at midpt D-L, F-L REACTIONS (lb/size) 13=1653/0-8-0, H-1653/0-8-0 Max Horz B=178(foad case 4) Max UpliftB=-360(load case 4), H=-360(load case 5) 9 FORCES (lb) - First Load Case Only. TOP CHORD A-B-22, B-C=-f3317, C-D=-3013, D-E==21`14, E-F=-2114, F-G=-3013, G-H=-3317, H-1=22 BOT CHORD B-N=2986, M-N=2442, L-M=2442, K-L=2442, J-K=2442, H=J=.2986 WEBS C-N=-370, D-N=532, D- E-L=1180, F-L=-747, F-J=532, G-J--370 .=-747, .NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Orijph; h-15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B;.enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurnber DOL=1.60 plate.grip DOL-1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint Band 360 Ib 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 theoverall building design. Building.Designer shall verify all design information on this sheet for conformance with conditions land 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: 11046 Customer Name: CENTEX HOMES ORLANDO. Shop No; Contractor/Job: 16912 A RF= Date Req; __ Draw No:53906980T8 sea 4' dryer duct to roof cap IOTCHEN ' f'A 8x4 lwcd • �• 12x12 lwcd 45 OIL 9' ■ R ffm V rain �. * 14x8 lwcd f. 1�3.bath 185 PAN 8.��' AKA duct 10 troof cap w/fan 4 lwcd _ is+p 5 6xi6 4'8x4 lwcc" l ` 4• 15 Flss 12x12 3wcd 9' 4 3' bath duct ❑ to roof cap 5 l4Py 4 w/fan SAT �y 250 16xi6 a dw a r � E �[faa i 14' 1"?x1.0 rag fri 8x4 lwcd �•, lOx6 1wcd 5 4' r70 sia 24x18 rag r.as sa is GPT_ FIRFP1 MAi We-r4r ACT 7• 9' 'i 11mM�tiiww ('�� 2x12 rag `✓ 42X42 A/C SLAB 160 BY BLOB MIN I `d 2-CAR GOAGE 2' FROM WALL '(� I � V can ar . R. EMIR j scale Q/8'=1'0' / dm 2.5 TUN W/lOKW @240V 1PH /ya 18x10 plen platform by bldr INK Ff OOR PLAN 15' X 7' OIH.D. Must have a Minimum ctearonce of 4 Inches around the air handler per, the State Energy code. All duct has an r=6 insutatton value. �J Q) = 1-z i\ t i o , 6� Q — — (� m F- z O. 7 O W ~ O Q C) 00 O m xOJ o(T-, L- ,0 V) Li x � W - CD f— L1J ` O z Q N F- LLI 0 U :E: Go i Rating z o � w •• .. > z z Q Q 1 o Q Of mil-1wo0 U CAULK BETWEEN ONE By WOOD" CONCRETE OR WOOD -BUCK & BUCK BY OTHERS MASONRY OPENING MAS'Y. OPENING BY OTHERS BY OTHERS CAULK-. BETWEEN WINDOW FLANGE_\ & _WOOD BUCK o o Q EMBEDMENT STUCCO BY OTHERS PERIMETER CAULK BY :OTHERS RIGID VINYL GLAZING BEAD W H , (TYP-) (Wlt DOW HEIGHT)' CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS / t 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), (TYP.) 1-1/4' MIN, EMBEDMENT D I STUCCO BY CTHERS Q LN SHIM AS REQ'D -ICI------- 1/4' MAX. GLASS (SEE N(ITES) (TYP.)(SEE NOTES) FLANGE .TYPE. FLANGE TYPE WINDOW FRAME WINDOW FRAME- JAMB CAULK BETWEEN HEADER WINDOW FLANGE o OD BUCK PERIMETER. & WO CAULK _ GLASS BY OTHERS W .(TYP.) (SEE NOTES) -w. (WINDOW WIDTH) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK & MAS'Y. OPENING BY OTHERS SECTION B—B FLANGE TYPE CONCRETE ❑R WINDOW FRAME MASONRY OPENING SELL BY OTHERS i a N . W.W. PRECAST SILL c a - BY OTHERS SECTION A —A FA e C NOTES 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". D E 2) `WINDOW, FRAME MATERIAL: ALUMINUMALLOY ALLOY 6063. Y 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE.. a) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD 1Og1^y & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH B K B� VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. ^C�, I 5) USE SIOROOFEw ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H.F G 6) .IF:; EXACT. WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE r ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR. THE APPROPRIATE DESIGN PRESSURE REO'D. / 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS . OF ASTM E 1 WO GLASS CHARTS. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 4 1 PSF TO 70PSF SIZE SIZE 12 18 1/8 X 25 8 8 F.G F.G 13 18 1/5 x 37 3/8 8 8 F,G F.G: 14 18 1/8 x 49 5/8 B 8 F,G F.G'. 145 18 1/8 x 55 1/4 8 8 F.G F,G ,. 15 18 1/8 X 62 B 8 F,G F,G 16 18 1/8 x 71 8 8 F,G . F,G,H 1 17 18 1/8 x 83 B 8 F.G F.G_J•K 1H2 25 1/2 X 25 B B F.G F•,G IH3 25 1/2 x 37 3/8 8 8 F,G F.G 1H4 25 1/2 X 49 5/8 B 8 F,G F,G,H,1 1045 25 1/2 X 55 1/4 B 8 F.G F,G.H,I 1H5 25 1/2 X 62 8 8 F.G IH6 25 1/7 X 71 B 8 F,G F.G.H.1 1H7 25 1/2 X 83 8 8 F,G,J,K F•G.J.K 30 1/2 x 26 29 1/2 X 25 8 8 8 8 F.G F,G F,G .. 30 1/2 x 38 3/8 29 1/2 x 37 3/8 8 F,G F.G.H.I 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B F.G F,G.H•1 30 1/2 x 56 1/4 29 1./2 X 55 1/4 8 8 F.G F•G,H.I 30 1/2 x 63 30 1/2 x 72 29 1/2 X 62 29 1/2 x 71 8 B 8 8 F,G.H:I F,G,H.1 30 1 2 x 84 29 1/2 X 83 B 8 F.G.J.K F,G,J,K 22 36 X 25 8 B 6 B . F,G F.G 23 36 x 37 3/8 8 B F,G F.G,H,I, 24 36 X 49 5/8 6 B F.G F,G,H,I 245 25 36 x 55 1/4 36 X 62 8 B F,G,H,1 F,G.H,1 26 36 X 71 B 8 F,G.H,1 D.E.F,G,H,I 27 36 x 83 8 B F,G•J,K F.,G,H,I•J,K 42 x 26 41 X 25 8 8 8 8 F,G F.G•H•I 42 x 38 3/8 41 x 37 3/8 8 8 F,G F,G•H•1 42 x 50 5/8 41 X 49 5/8 8 8 F,G,H,1 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 42 x 72 41 X 62 41 X 71 8 B F,G.H.I D.E,F,G.H•► 42 x 84 41 X 83 B B F.G,J.K F,G.H,I,J,K 48 x 26 47 X 25 8 B A,C A,C F,G F.G F.G.H•I 48 x 38 3/8 47 x 37 3/8 8 A.0 F,G F,G.H 1 48 x 50 5/8 48 x 56 1/4. 47 x 49 5/8 47 x 55 1/4 8 A,C F.G,H.1 F.G H,I 48 x 63 47 X 62 8 A.0 F,G,H,1 D.,E.F,G.H.1 48- x 72 47 x 71 8 A,C F,G.H.1 0,E.F,G.H,1 48 x 84 47 X 83 R A C FGJK OEFGHIJK 32 52 1/8 X 25 8 A,C F.G F,G F.G F.G.H.I 33 34 52 1/8 x 37 3/8 52 1/8 X 49 5/8 8 B A,C A,C F,G.H.1 F.G,H.I 345 52 1/8 X 55 1/4 B A,C F,G,H,1 D.E F.G.H.I 35 52 1/8 x 62 e A.0 F,G,H,I O,EF,G.H.I 36 52 1/8 X 71 6 A,C F.G,H.1 0,E.F•G.H,1 37 52 1/8 x 83 8 1 A.0 F.G.J.K D.E,F,G,J.K,J,K. • 37 SIZE NOT AVAILABLE IN 1000 OP.' 1500 SERIES. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE H I r EXTERIOR ELEVATION AS A KEY- ,J �j _ INTERNATIONAL, INC 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON FLORIDA EXTRUDERS ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. SANFORD, FLORIDA TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK_ . 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.J..THIS TITLE: INSTALLATION DETAIL PRINT.,.-ALSOAPPLIES TO THE: FLORIDA EXTRUDERS 1500 AND 2000 - SERIES- SINGE E. HUNGS: ELEVATI 0 N SGL. HUNG FLANGE W I NDOWS SERIES 1:.000. LSOo & 2000 I1) WHERE WINDOW iS:ANSTALLED IN .MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWSOF DRAWN BYB B APPROVED BY: SUFFICIENT LENGTH. TO -ACHIEVE 1-3/8" MIN. EMBEDMENT AT V EWED FROM EXTERIOR 10/E09/O 1 SCALE: NTS DWG.-: FLEX001.6 ALL INSTALLATION FASTENER LOCATIONS. 4 - - - _ oaconacn Rv PRMuf T A, APPI ICATl(lni' FkGINFFRING- INC.. 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW. FLORIDA 32746- PHONE, 407 865-0365 FAX 407 8(35-0366 .�'. r �_ +_ X C x it it a `'/�? {. I ,r ��^_ - N _ _ xT' Y n v} V ,,� � TA;' 1 Gy1 V; i y("' j ; `!�� lil:il ._-IJ CAMP k t Y.� � � j f - �Irl .'-1� �VI %=�!V _ ! j Ll�...5\ Lti OTHERS._.L1i � A '''']] OR 1`4 By .L /4y MIN 71, \ ) I r ` . S�Air"•�VT TJ:_ I K _-a'` SEA_A"T '7=Tt.Y _-i: S r;-LFTIa;ti ANC'!�'R --7/i6 ' •:tom+ ... SMS pm HEAD�4.+ V\° fi-ii i '�A7Y�It�rtitiu Jim -'. _ T G � % 'J : / Lt Y . ,. 7 -fin I -h i_ :x !� tie ci .-i_ I � i o n: �_ TlibUL_:..tL7itil %- 1 : _v k 3/ SUO/ ^,n C % Zs^riP ! 1 vFi'�. s.,t T1 !!i\ - J \ I YJ,)--.— J C ': YY,)" .,IAiM3 i7 it l t j{ t l Ali y ( - a / tJ • I . 9v ± l_ S ! +: h�cTAL L pTT`N ANCHOR b ,. I TAFF_I4G S!"'S ji f i :itry' �I. h- T. PCIO-N ! it S�a_r -� 48 V 1 —_ SE_;= - I rn »-+(+ TAPPING S - - r , ,.- S 1 i � ,CREW ANCHOR ♦ 1 ' 11 i C. I:zF'�:I�it.: �,"'ic i r1r+�1�1J CMS � i � i ! i i i SILL SLIP - T?�S n �`I/2 SEL.- SGALA LAN, EtTWEEN l SEALA,: �ETWcEN \ SE:Al AN- is?W_c'Y Tia:~PiPd�: S�9S W NTJO,i F_ANGE-S I t/4 M-1N. , �'— WINDOW - LANGES \ �°I— WiND0`4 FLANGES � MULLION ( Q tIABEDHENT. 1 MULLIGN 3 MULL=G;i car.. r�nl r k8 X I-1/? SELF \ a .Y ,_,/2 SEI it %!—i - c� ��_ c-- (--'^ '(I ---;--?tR_CAS" SIL_ L` 0—' H'-RS /F;!'CiNG�\ sIV, 1 < - TAPPIN-G SMS - 1 .11E AIL C ---� - r `•1 a t . S EC�!i)!`i !1`A iJ•` L�r�,in^ � � i ` i - .T-11��i_�c:!:'1% !�:�.I:- i ! f i I_R :ADli: T IGNA.tiGH`R t. 4_:a ?_:,LIIgEL) tx t X i /8 - X 4 X 3/S 1 IE M 1IL! TO E MULLIGN YL i Nk Kgiuy — i% S r.- JAMB, : 1'Y.P) i I.t?�':$ .:'YP i n007mr _l % �. ;I t-Iy �. D:TAIL R! < #2 .i 1/2 Stl_� ?F :� 1/2 SLEF i �I!E 'Iri. V I r �Cii��i ! TAPPING 1N.I T APr.Nv vSIS FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA ! !TTTLE: T �LrJ' Li!'i r SEALANT BET%;;CEN s SEA! ANT BET;:�_E`d \° y/T_?QD?W FLANGES V_ WiN77W FLANGES Jr r THE R S i D { SNr `T ❑� FOR. B. MULLION - � _L_i1N � +L- ;8 n -I/c IScLE. \L- 8 ?t-La,fja5cL 1` S T Ji'? ^R_ SSI R C?`PAC I T 1 tS TAPPI E SMS TAPFill NG SMS , n�� 'DRAWN BY: !`'= 3 — — • -. { _ _ ► - APPROVED BY: SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES CAPA i CAPACITY CAPACITY 1 CAPACITY l CAPACITY CAPACITY ;CAPACITY I CAPACITY CAPACsx3 8 1 X4X1 ITY CAPACITY CAPACITY CAPA I CITY S 1 X4X1 /8 . 1 X4X3/8 1 X4X3/8 2X4X3/8 WINDOW WINDOW 1 X2X1 /8 ` 1 X2X 1 /8 1 X2X3/8 1 X2X3/8 t x2 7/t 6xt/st x2 7/i sxt/st x2 7/t sx3/atx2 7/t / / ; CALL TIP -TO -TIP ;TUBE MULL ;TUBE MULL TUBE MULL ;TUBE MULL TUBE. NCHa MULL ; T4BANCHURSL ;TUBE MULL ;TUBE MULL ;TUBE MULL I T68ANCH0 SL ' T4BANCHORSL T6BANCHO sL I T6BANCHO S� SIZE SIZE I 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS , -_ ( ) _ ) , SECT. A -A i !SECT. A� !SECT. A -A 2 SECT. A-A(2) '. SECT. A-A(3) SECT. AA=A 3; SECT A-A(4) ' SECT A-A(4) i SECT. A-A(5) SECT. A-A(5)_ SECT. A -A 6 SECT. A -A 6 SECT. A A 7 --� ----�- 732.42 ! 791.81 ;_1 187.72 � 791.81 1 1 187.72 ! 1187.72 _ 12 19 1 /8 X_ 26 336.52 732.42 336.52 1 692.83 336.52 s 732`42 336.52 3 119 1 8 X 38 3 & 209.72 317.66 209.72 429.55 209.72 456.46 -_ 1 209_72 - 456_46 493.47 1740.20 493.47 f 740.20 740.20 1---------�- -- - 8 50 5 8` 131.23 131.23152.75 177.46 152.75 193.92 -- 152.75 ° 271.83 ! 359.41 539.12 359.41 539.12 539.12 14 19 1 / X / T f ( 319.55. ^479.33 1479.33 - . 145 '•:19 1 /8 X 56 1 /4 94.1394.13 1 1-27.29 '•. 127.29 135.81 139.09 194.97 , 319.55 s 460.17 i - g 282. - - --- --- 7 48 1 19 85 136.64 282.02i 423 03 15 . 19 1/8 X 63 65.97 . 65.97 89.21 89.21 97.48 028 - 6 98 365.75 423.03 1423.03 58.81 58.81 : 64.27 _? 64 190 ; 90 16 19 1/8 X 72 ! 43.49 _ 43.49_ .27 09 .09 212 62 212 62 296.9 29 3 _ _ _ z -r ----- ' - 39.83 -` 5584 55.84 I. 131 .79 131.79 1184.08 184.08 ; 294.03 . 17 19 1 /g X- 84 : 26.96 26.96 ; 36:45 36.45 39.83 ^ -= - __--- - - ------ -- -*---j 262.87572.13 ?618:52 927.78 1618.52 1927.78 1927.78 1 H2 26 1 /2 X 26 262.87_ 1572.13 t 262_87 ' 541.20 - 262,87 , 572. t 3 _ -r-- , 6 1 2 X 38 3 & 157.93 239.21 157.93 = 323:48 157.93 343.74 157.93 343.74 371 .61 1557.41 ; 371.61 557.41 E 557.41 _ 1H3 / / . i 97.25 1 13.20 131.51 ' 1 13.20 _ ' 143.71 ' 1-13.20 ; 201.45 j 266.35 . 399.53 _ 266.35 3.99.53 y399.53 1 H4 6 1 /2 X 50 5/& 97.25 -_ =--- - ^- 93.89 100.17 i 102.59 100.17 143.81 235.70 339.42 ' 235.70 353.55 ; 353.55 1 H45 �26 1 /2 X 56 1 /4 69.43 ; 69.43 ' ' 93 89 i - I - I 48.44 65.51 65.51 ; 71.58 = 71.58 88.01 100.34 : 207.10 , 236.83 ; 207.10 3.10.65 1310.65 1 H5 ! 26 1 /2 X 63 148.44 - , - --t --- ; ; 1 H6 26 1 /2 X 72 31.79 131.79 -„ 142.99 142.99 46.98 46.98 65.86 ! 65.86 L155.44 E>1.55.44 _ 217.1 1 217.1 1 1267.38 !1/2 -T 62 ' 19.62 ; 26.53 26.53 128.99 28.99 ! 40.64 1 40.64 95.93 ; 95.93 133.99 j 133�99 214.02 - 1 H7 i 26 1 /2 X 84 19. ,- s - -.--- -t--- i .. , 22 37 X 26 ! 216.75 471.75 i 216.75 471.75 4 216.75 ! 471.75 - 216.75 1471.75 1510 i 765 ' S 10 765 j 765 l37 X 38 3 8 , = 122.22 i 185.12 122.22 250.32 122.22 ; 266 00 ` 1 122.22 ' 266.00 ! 287.57 i 431.36 1287.57 431:36 431.36 23 / -` ! , i 8 ' 73.34 73.34 ' 85.36 99.17 185.36 - r108.37 - ' 85.36 151.91 1200.8 6 -i 301.29 ; 200.86 301.29 i 30� 1.29 24 07 X 50 5/ - - `X� 56 1 4 51.97 ! 51.97 70.28 70.28 74.98 1 76.79 - 174.98 65 7264.64 6.43 254.07 176.43 _- 2.64.64 107.`- - 245 137 / -- 1 --- -_- �� 7 X 63 136.01 36.01 ; 48.70 _ } 48.70 153.21 53.21 165.43 - 74.59 153.96 176.06 153.96 ` ^ ; 230.94 - 2.30.94 25 ! 3 - -- - - 34.69 i 48.62 ' 48.62 -- 1 14.76 ! 1 14.76 131.61 1160.30 4197.41 26 37 X 72 23.47 23.47 31.74 31.74 34.69 { _ - 1 i i--- ' 29.81 129.81 i 70.36 170.36 198.27 j 98.27 156.97 77 37 X 84 14.39 114.39 1 19.46 ! 19.46 21.26 121:'fi: ., - __- - - 32 53 1 /8 191.61 -X 26_ ' 417.04 1 191.61 -1 394.49 --- 91.61 417.04y 1 J . .T61 • '- 33 3 1/8 X 38 3/8 98.38 149.02 j 98.38 201.51 ! • 98 38 - I_- ; 214.14.38 , 34 - �3 1 /8 X 50 5/& 56.23 5t 6.23 65.45 `IT 76_04 65.45 8� 3.09 345 �3 1/8 X' 56 1141 39.32 _ _ 39.32 ; 53.17 53.17 (56.73 58.10 56.73 t _ 35 53 1 /8 X 63 26.92 ---- ' 26.92 136.4Q 36.40 _-. _---+ 39.78 ----- ! 39:7$ -r---- 148.91 135.92 36 j 53 1 /8 X 72_- 17.34 i 17.34 ; 23,45 23.45 ; 25.62 25.62 -1 15 53 1 21.77 37 I 53 1 /S X 84 = 10.51 _- 10.51 SERIES 1.000 & 1- 500.. FLANGE VERTICAL Y MULLION DESIGN PRESSURE CAPACITIES SHEET 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON ,.. FASTENERS REQUIRED .AT EACH END. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X -` 4J 7.04 450.85 ; 676.28 j 450.85 1 b /b.Zb j b / b.zo -24-4.14 231.50 1347.25 1.231.50 1347.25 1347.25 :1.94.00 231.01 1154.00 ! 231.01 - 1231.01 r81.44 _ ':133.48 -- --T- 192.22 1 133.48200.23_ ! 200.23 155_ . ,' 1►i5.08 ; 131.60 --- - ; 1 15.08 1 172.63 172.63> - _ 35.92 84.77 84.77 --T : 97.21 i 1 18.41 145.82 1 121.77 i 151.39 151.39 171.78 ' ' 71.78 ! 120.81 FLORIDA EXTRUDERS INTERNATIONAL, INC . SANFORD, . FLORIDA TITLE: jjr `'_t_;\� ` ;�` C ;� �,;a�f,"_ tL:, r r;s . _. V CRT I MULL N - 'SFR, 1 0-00 41 5j00 DRAWN BY:'PROVED BY: DATE: 01 / 3 ! r SCALE_r_�'�� DWG_ - � `1,�>~1I Pi INSTALLATION ANCHOR DOOR WIDTH /4' MAX. SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'Q'D #8 SCREW. TWO BY WOOD SCREW W _,SHEATHING (SEE NOTES) 1-1/6 MIN- BY OTHERS # ;B.Y OTHERS, EMBEDMENT TWO BY WOOD CAULK BETWEEN BY OTHERS DOOR FLANGE TWO BY WOOD SLIDING GLASS 8. SHEATHING BY OTHERS DOOR FRAME CAULK BETWEEN JAMB. HOOK STRIP & SHEATHING SLIDING GLASS DOOR HOOK 'STRIP 1/4' MAX. SHIM AS REQ'D. SHIM SPACE (SEE NOTES) INSTALLATION ANCHOR 1- 1/8' MIN: _ 1-1/8" MIN. #8 SCREW EMBEDMENT.' EMBEDMENT - TEMPERED GLASS STUCCO CAULK BETWEEN OR SIDING cTYP.) DOOR FLANGE 13Y OTHERS SLIDING GLASS & SHEATHING DOOR FRAME PERIMETER HEAD CAULK BY SHEATHING OTHERS BY OTHERS PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED GLASS TEMPERED OTHERS STUCCO (TYP.) STUCCO OR SIDING GLASS (TYP-) OR SIDING BY OTHERS T- s 7r!r -. A .� :r ♦ �+�w BY OTHERS SLIDING GLASS DOOR �L .� 1 L .<:r►) a}i s..= sip . .. INTERLOCK DOOR .j,�., J HEIGHT SECTION B-B `�ii��.�' rh's u :1, CL1r ✓. h _� 1 a.'Aji -F c ID� vDERs _ - HOOK STRIP DETAIL A NOT E ll DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) n8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST.BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4'.INTO MASONRY OR CONCRETE. 3) 'INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & 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 LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. DOOR FRAME / / 7) FOR POCKET DOOR SIZES :USE .,CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING.. SILL - B B - PLACE INSTALLATION ANCHORS, 1N FRONT OF HOOK STRIP AS SHOWN. _ 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT 1S APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. - D 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. • CONFIGURATIONS ARE AS LISTED On ANCHORCHARTON BACK pf IRIS SHEET.- 14) .NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON:THIS DRAWING. HOWEVER INSTALLATION: EMBEDMENT EXTERIOR E E V A T I O N SECTIONS 'A-A'.-'B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED_ 1-1/4' MIN. CONFIGURATIONS. , 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. Q a D D REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY-APPLYFL DR I D CAULKING UNDER SILL A INT. INC. OR SET. SILL IN BED INSTALLATION ANCHOR SANF.ORD FL. OF CONCRETE 3/16' DIA. TAPC❑N TITLE: SLIDING GLASS DOOR SECTLON A -A _ INSTALLATION WITH- ;A8 SCREWS , DRAWN BY: BB APPROVED BY: C j i + 2.0a2 ATE: 12/17/01 SCALE: NTS DWG FLEX0027 SH7 I OF TES #8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. -JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIZE UP TO 46 PSF TO 61 PSF TO UP TO ' 46 P.SF TO 61 PSF TO UP TO 46 PSF TO 61 60 PSF 70 PSF TO PSF CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 4068 XX, OX, X❑ 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 XX, OX, X❑ 60 X 80 6 6 8 6 8 8 8 8 4 4 4 6068 XX, OX', X❑ 72 `X 80 8 10 10 8 8 8 4 4 4 .8068 XX, OX, XO 96 X 80 10 8 8 8 4 4 4 10068 XX, OX XO 120 X 80 12 6 6 10 10 _ 10' 5 5 5. 5080 XX, ❑X. XQ 60 X 96 6 8 8 10 10 10 S _.5 S 6080 Xx, ❑X, XO 72: X 96;_ 8 10 10 10 10 10 5 5 5 8060 XX, ❑X, XD 96 X 96 ' 10. 12 12 10 10 10 5 5 5 10080 XX ❑X X❑ 120 X 96 12 6 12 12 12 6 6 6 50100 XX, ❑X, XO 60 X 120 6 6 8 8 12 12 12 6 6 7 60100 XX, OX, XO 72 X 120 8 0 12 12 12 6 7 8 0100 XX OX X❑ 96 X 120 12 12 8 8 8 4 4 4 9068 0X0 109 1/8 X 80 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 ❑X❑ 109 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 OXO 145 1/8 X .96 14 14 14 10 10 10 5 5 5. 15080 OXO 181 1/8 X. 96 16 - 16 16 12 5 7 8 90100 ❑X0 l09 1/8 X 120 12 12 ' 12 :12.12 12 12 i2 5 74 8 120100 ❑XD 145 1/8- X 120 14 14 14 8 8 8 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 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 15080 XXX 178 5/8 X 96 16 16 16 12F 12 6 7 8 90100 XXX 106 5/8 X 120_ 12 12 12 12 12 6 7 — 120100 XXX 142 5/8 X 120 4 4 4 8 8 4 4 4 10068 ❑XX❑ 119 5/8 X 80 12 12 12 8 8 4 4 4 12068 ❑XXO 143 5/8 X 80 14 14 14 8 8 4 4 4 16068 OXXO 191 5/8 X 80 18 18 18 1 1 10080 ❑XXO 11 / X 12. 12 12 1 10 10 1.0 5 5 5 12080 ❑XX❑ 143 5/8. X 96 14 14 14 10 10 10 5 5 5 16080 ❑XX❑ 191 5/8 X 96 18 18 18 12 T2 12 6 7 8 100100 OXXO 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120. 14. 14 14. 12 12 12 _ 6 7 8 160100" 0XX0 191 5/8 X 120 18 18 19 4 4 4 10068 XXXX 11 1/4 X 12 12 12 8 8 8 4 4 4 12068 XXXX 14I 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 xXXX 189 1/4 X 80 16 i6 16 10. 10 10 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 16080 XXX-X 189 1/4 X 96 16 16 16 12 12 12 5 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 �6 L Y ANCHOR ND SC] INESCALE*G no- 1) FOR MASONRY OPENLNG W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. n, PL CIvIL N.T.S. FLEX0027 _ �i i ry REV. LETTER: SHEET, s— . _ i ~ c ; FL, REG. a: 4 71 RP nC lit a I-Ory L �I I � -. 1&1::12 Z�n.;; _. W uld C NTX HOME5 PI\/1510N 6ENERAL NOTE5 I. DO NOT SCALE THESE DRAWIN65: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 5. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REOUIRED BY ANY GORE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4', = C V�CCT FOR TI 1E SIDE AMP Ir` REAR C EXTERIOR XTE IO E E'yI A TI I\N IAILI I61 1 ARE LUNGO D�II�Va" m 1' �". ALL I'1XII PL'ANS ARE DRAWN TO THE SCALE I/`J." = I'-O", Z7'''O"EFTl FOR T�"THE SIVE AND 'REAR EcTERIOR E612=4ATIG S H141614 ARE 1PRAM TO 1 " cam BASIC WIND SPEED = q0 M.P.H. (FASTEST MILE) 110 M.P.H. (3.9EGOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY B APPLICABLE INTERNAL PRESSURE COEFFICIENT; +/- 0.15 (INGLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS -. WALLS +22 , -IS PSF - ROOFS = +20 -20 PSF (-30 PSF AT OVERHANGS) SHEET NO. 0 C - COVER SHEET 1 - FOUNDATION PLAN, FILLED CELL DIAG. N 2 - PRECAST LINTEL DIAGRAM 3 - PRECAST LINTEL LOAD TABLES u- 1- W 4 - FLOOR PLAN w -j W 5 - TRUSS LAYOUT 5.1 - STRAPPING SCHEDULE w 6 - EXTERIOR. ELEVATIONS O � 7 - ELECTRICAL PLAN, ELECTRICAL U RISER, PLUMBING RISER 8 - GEN. NOTES & TYP. CONST. DETAILS U) ' w 1��I 9 - GABLE END & OPENING DETAILS 0};1 U) o06a, L. X' o } MAR 004f ENGINEERED BY: ENGINEE IN - (407) 774-9003. FAIL' ( 7) 774-8477 _ sheet P.O. BOX 161613. ALTAMONTE . ft THOMAS J. ANDERSON 47618 ^ r - - - - - - - - - - - - - - - l 3j' GONG. BLAB PV FlBEM rA OVER 6 MIL. VAPOR BARRIER _ OVER TREATED COWAGTE FLLL 0-V iD 6RADE �o - •5 VERTICAL REBAR 2-s5 BARS I6- G MONO. ONE STORY KTA EXPANSION - NON LOAD BOLT(TYPJ BR&. WALL O > 1-#5 BAR C,0W. 8" Z DM°ROSSED SLAB _ NON-BRfs. 0 6&AR SE KTB. 3}• GONG. SLAB W FIBEM E5II .OVER 6 MLL_ VAPOR BARRIER OVER TREATED GOMPAGTFD FILL 7 1-M5 BAR LOW- O &RAVE H' , THICKENED 5LAB NON -SEARING KT9. MONOLITHIC FOJNQATION DETAILS N.T5. UNGROUTED CELLS THAT CAN RE-5I5T A 100 M.P.H. LOAD DESIGN WALL PRESSURE T = 22 P5F MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UNITS 15 25 P5.1. - A.0.1. 551 TABLE 10.1 SECTION PROPERTIES 8' PARTIALLY GROUTED WALL = 95.43' (MA50NARY STRUCTURES A.C.1) M = WI11 /8, 5 = W'L*LX12/ 8XT = c(5.45 , I = 10..4 FT. USE 8'-O" HORIZ. SPACING - 9'-4' CEILING MAX. (1=5 = 1.3) USE b'-O' HORIZ. SPACING - 101-0' TO-12'-8• CEILING MAX USE 6'-0' HORIZ. SPACING - 12'-8' TO 18' CEILIN(5 MAX. 6 ADD LINTEL W/ (1) #5 CONT. 9 4'-4' HGT. (4/- 8") FOUNDATION PLAN NOTE51692. . 1) ELEVATION 'A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A5-5, FORELEV. 'B' CHANGES. 2) THIS STRUCTURE HA5 BEEN DESIGNED TO MEET OR EXCEED THE 110 M.P.H. 3 SECOND GUST WINI LOAD REOVIREMENTS OF THE FLORIDA BUILDING CODE 200I.EDITION. •*": eaeee�e:�e* 3) AIR HANDLER TO HAVE MIN. 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 4) A/C PLATFORM BY BUILDER ENGINEERING (ai) 774-SW$ PX- (407) 774-8M PA K0( 16te/3 /L1NId(1E SPIMM FL 3D16 rAOMPS • Meet" PPI 47 5 /9 FOUNDATION PLAN ELEV. "A" LM V4'=I'-O' Z � av Q z=o O F- J J J pOZ U � �O w O J ILL J LL drawn fay &—design dleclmd W. aww dam Ot,22-ot Sheet 1 Of. e^—l3--r-b—q—lGT91692 LINTEL SCHED. v IV LINTEL NO. LENGTH TYPE COMMENT5 L 1 ll -4". 51`I6-I5/IT ALLIED LINTEL: A-15 L 2 -1'-b' 1`16-I5/IT ALLIED LINTEL: A-5 L 3 1'-b" 8FI6-IB/IT- ALLIED LINTEL: A-5 L 4 4'-6" bF16-013/IT ALLIED LINTEL: A-3 L 5 4'-6' 8FI6-013/IT ALLIED LINTEL: A-3 L (2 Y-b" 81`I6-15AT ALLIED LINTEL: A-5 L "7 4'-b" 8FI6-013/IT ALLIED LINTEL: A-3 L b 4'-6' 6FIb-OB/IT ALLIED LINTEL: A-3 L -1 4'-6" 8FI6-05/IT ALLIED LINTEL: A-3 LINTEL DIA6KAM NOTES 1.692 1) SEE FOUNDATION PLAN FOR FILLED CELL SPACING. 2) SEE SHEET 'A6.1' FOR LINTEL TA5LE5. 1 !OPT. 12'O) " PATId I _I OPT. LOCATION A/- COW. 1 K/ 36X3bX4 CON-. PAD i b 5X6 OX4° PATI L—a A/C COND. W/3bX36X4 GONG. PAD L—1 n LINTEL PLAN ENGINEERING M e 161613 MSAMOMM spFM2 . FL 32716 INOMt4 1 M4atW 1. PFJ- 47MO - L-5 L-4 �8ss 0% {4 CEO a 0.-0006 designee by. "1 - d—Wd—design - ctleclnd byaww - Gam: w-zz , sheet 4AR-10 2 Of: NOTES: CAST-CRETE SAFE LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS I. f'c precast Itrlteb 3�_ 00 ppssi. 2. fc prestressed lintels = 6000 psi. 3. f'c grout ' 3000 Psf w/ rrla7ctrrl�xrl S/8' a99r 4_ Concrete masonry units (GMU) per ASTM G40 w/ minhnum not area compressive strength = 1900 list. 5. Reber provided bl precast Ikltel per AS1M Abt5 6R60_ Field rebar per ASTM Ab15 &R40 or &R60_ _ 6. Prsstre"IFnqq strand per ASTM A416 grade 210 low reraxaVon- 1. 1/32 wire per A5TM A510. H Mortar per A5TM 0210 type M or 5. GENERAL NOTES 1. Provide full mortar head and bed joints. 2.5hore filled lintels as required. 5. Installation of lintel must comply with the architectural -and/or structural, drawings. 4 Lintels are rilcrn;iactured with :5 1n• long notches at the ends to arconmlodate vertical cell reinforcing and grouting. 5. All lintels.meet or exceed L/360 vertical clef tion, except Dntels M1 4' and for r Mtfi a r onlIn al hekjht of W meet or exceed LA50. 6 Bottom fie added rebar to be located at the bottom of the lintel cavity. .7 '1/92' diameter i4fre, stirrups are welded to the bottom steel for mechanical anchorage. S. Gast -Laplace concrete may be provided In composite lintel In lieu of concrete masonry units. q Safe load rattr�s based on rational design analysis per AGI Ste and AGI 530 SAFE LOAD TABLE NOTES. 1. All values based on minimum 4' bearing. Exception: Safe bads for unfilled lintels must be reduced by 20% If bearVlg length is less than 6-1/2'. Safe loads for all recessed lintels based on S' is bearing. 2. NF_ = Not R itod. 3..5ate loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebcr. 5. Additional lateral load capacity can be obtolned by the designer by providing addional reinforced masonry above the precast [Intel. 6. One 67 rebar may be substituted for two 65 rebars In S' lintels 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. 5. For composite lintel heights not shown, use safe load from next lower height. q_ All safe loads In units of pounds per linear foot. . 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY LENGTH TYPE 4'-4' (52") PRECAST 146q 691 5055 2ge2 - 8954 4g2q 5gO4 6D8o ID27 5412 44D2. 64V T74'i 4416 10818 4'-6' (54') PRECAST 195'I 1449 2702 2'114"9600 4481 5375 626a "02 9412 4402 64-12 7g41 44I6 .' 106-18 5'-H' (68') PRECAST ley �z 160z. N50 2058. z566 5075 9565 115 2162. '40T4 6412 . 6516 5814 6054 5'-10'C10)PRECAST . 1$ 500' 1g24 ,2400. 2676. 9952 IIOB 20$1 '; ODII 6472 65W ;5450 .6" b'-8' l80"),PREf..UT.. H22 .!107 WT7 ',245 .z9'16 62b • 96T2 .4522 907 W77 "�ZqS 4100"'6790 61T1 ' 6i01 1'-b' (g0') PRECAST - 665 Tbf BT 22921,1456) 24M 2444 945q 764 Ilk" ':292q 9604 541q2 66241-502 q'-8' (1167) PRECAST el7i '4Z0 DD4 1739 ' IOa 042. Wl4 lees 565 q20 1497 21'14 2615 9599 283 8" PRECAST W1 2" RECESS DOOR U-LINTELS UPLIFT LATERAL LEN67H 610'64r PRECAST124429M 1244 24b 9260 41t2 4g67Deb(52) 992 SM 4006 4690 56"992 PRECAST IM2 IIS2 bit 0121 9"7 4156 5577 6.°7J85s IM2 2240 5056 9D57 4615 5453 PRECAST rig$ 2425 DOSS: 960q 4825.(68) 501 spa �' � 1741':. :19?-L 2q'rb D609 4290646• 009 PRECAST 1742 2s92 2465 9581 4MB 464 464 Me 10-H 16W 2266 21 M1 949I 4M (80•) PRECAST 770 002 515 2242 2513 s01 9642 090 1100 TOO 456. 146D. Mel 250q 905 W65 (qo) PRECAST bee &" 525 lea 2280 2153 3�21 To 9M 666 64q 502 rW2 2225 26go 9157 (IIb) PRECAST 55' 45 BOD: Ilb 14L9 n04 lags 516 614 --s Sell - IOOg 1984 I'726 20e5 245 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8F12-I0/IT SPS-IB/IT LINTEL SECTIONS 05 REBAR AT TOP F = FILLED WITH GROUT / U - UNFILLED MIN (1) REQ'D QUANTITY OF 65 REBAR AT ? 1-1/2" CLEAR Fr50TTOM OF LINTEL CAVITY � z C.M.W. OF 16 - I E3/ 1 T Q J . Ql Z NOMINAL WIDTH-J j LQUANTITY OF $5 1n GROUT NOMINAL HEIGHT REBAR AT TOP t(1 � 65 REBAR AT BOTTOM �0 s o OF LINTEL CAVITY BOTTOM REINFORCIWa 5/8"ACTU L. PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) TYFE DES I GNAT I ON 8 PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED -U-LINTELS GRAVITY LENCDI I7FE �� bse-� bFa-B OFii-® 2'710Y34') PRECAST - ew6 44•ts 60s•I leas 4004 asa u996 SIGs 4473 eo64 TS26 v 10472 3'-6' (42.1 PRECAST 4415 46e4 6001 735 6690 =447 gg41 230 BWG 5" 4419 6099 7526 g004 104T2 I1446 4'-0' (459 PREGA5T 24gb 9461 :: 44M 5410 6904 IWO 2022 2646 4415 1526. -404 10412 11g96 4'-6•(54•)PRECAST I651 n67 MD. ,26M 5409 4ug 46% -564" 2170 4077 - 608q 1526 1 '1004 10472 g666 5'-4' ((W) PRECAST 118.4 1223 L-01 1009 2511. 2D26 51M SD46 1665 26" 1 9051 60% 5400 6424 1450 5'-10"(70") PRECAST q12F6�12 IOA 1414 lbM 2504 27M 9191 2464 4144 5450 4497 5260 6= Mal) PRECAST -4372101 5265 .2746 5e'sb 9". 4565 2101' 95!W. 5260 -154 6*5 6640 r-6' (40) PRECAST 767= W IS' 29M PK4 `243q 2De6: seee, W-4' OW) PRECAST 5-� a44 1464 Mw :1452 r54. _2021mul IDIO 2544 .946g 4050:: SW 10'-6YI26) PRECAST 2 602 na -.. . n22 02b : -bas .4% 656 ab 1514• 2Od 2T74. 606 240.4 iv-4-ow) PRECAST 54D 56S W94 �, rr49 �. 445 S4D 9$ pb5 054 - - 2441: 9195. 4044 12'-0'044) PRECAST 414 545 064 t294 1689 2074 57o I" 555 .864 a94 16" 2211- 2692. 55W �15'-4•060) PREGA5T 362 421 126 1026 OM 16W L224 $416 465 148 10T6 1496 IBBS 2949 2420 14;-0"(IbH') PRECAST eD1 64e qM iM90 W62 1061 1260 SW- 459 TPD ID09 599 1'114. 2im 2666 (1767 PRES NR 1R Nit 1R w1R Mt 1bt 465 765 0`10 2045 260 SIM 5765 PRES NR !R ,R lit 1R rR 111t 1R 420 645 1250 WM 2510 2ego 9410 (20D')PRES NR w w IR IR Nt IR wr7'-4' 810 580 dW 1400- 1600 2200 :2600 Iq'-4' (232)PRES N.R. ww w 1R w ww 240 400 75o lo40 MOO 17M 2090 21'-4• (2567) PRES NR. 1R liZ 1R 1R IR NR 1R 105 990 610 q4o 1940 n6o 210 22'-0*(264*)PRES NR. IR IR 1R Mt 1R 1R iR 160 900 Sao Bl0 IZ50 1060 1970 124'-o'(2&&*)PRr5TPX-55E1 I N.R. 1Pi TRi 1IIi !R Iso 340 470 T30 030 1350 W10 UPLIFT LAB LENGTH TYPE crb-ff arW4r SUB We 1s T-10YS4') PRECAST 7171 2e'iD 41d '�992 - 6e64 1011 41095 2=1 2021 : �y� 9gDl SVO 6401 %90 Deli 3'-6•(42') PRECAST 21" 23Dq 1 5260 4=7 52M 6204 IM 1257 1257 2165 225 9165 4r25 .5om 6061 1036 4'-O' (48) PRECAST IBlO M04 2890 9680 452 6248 93H 1e7b 196 750 : -,j.-7 4422 .5907 .5204 6110. . 938 41-6' (54•) PRECAST W60 rW2 25a7 9257 -4010. 416-7 956 727 127 W60 1709 2435 .ern 945' 4656 5406 5'-4• (64) PRECAST 1349' 1464 2110 2141 sells. 4010 4646 5� _ 599 1437 2050 2610 92g8' MO 45" 5'-10'1`70") PRECAST 12'12' Cis/ MO 2505, 5064. 9665 4241 418 415 1772 b6 1615 24M 1 9010 9569 4197 b'-b' (7H') PRECAST - b41' 1200 n5. 2250 1 2764 9240 -9M 707 H87 1141 IID2 1664. 21g2 2109 92W .919Q... l'$' (90) PRECAST 95C q12 14'5 .. M14 2M4 27g1 924G' 591 6571 g40 a29 1466 Mot 25M •2'W[1 19249. 414"612) PRECAST - 80" 612, 460 - MW 060 low ' 2144 � 454 ,. 630- Ba -55 IM2: -550 ?W 22.71 -2654. 10'-6%126•) PRECAST 116' 1 440 -M 10al MM W6 - 1`151- 5% 4q3 -e6 6i1 mq -Ism rni 2oD4 -2956 PRECAST 66'6' 434 60, 0" 1104 910q 05 963 "65� gv' 1245 6B 19g6 atge 12'-0"(144) PRECAST "a" .4ao 691 018 IM I" on 340 444 691 4e6 bW 1204 514 I'M 2006 I9'-4'(160') PRECAST 500• $40 592 666 041 "T i9 502 9qH 5'S 40q 682 1004 561 WB}' 1047 14'-0'(ibH) PRECAST 450' %6 4q9 65 lie q22 1069 266 960 540 970 624 q22 12D4 561 IDIO 249 2q5- F. 4AS - " -124 OS7 "0 14'-0•m6•) P M5 245 552 902 W2 156 14M r742 NR 357. Is'-4•(164•) PREs 226 228 2TD 924 430 $42 95 'M 671 I= e01 IM � Wl6 NR 327 lob SW 464 561 670 Tr4 -4• '' W6 276 44n 649 674 92L ' 004 NR 255 M•-4•(292•)PRES 165 201 95 401 440 M e61. N.R. 204 165 25" 9e9 550 'M q40 II60 21'-4* (256) PRESTRESSM 145 Ibb 21b 5% 45 SIM sw N.R 172 143 212 996 477 65 607 qq9 22'-0f264')PRr5TRJE550 - 140 160 266 543 410 4q9 N.R. 161 151 205 522 451 607 7T 447 241-0f288')PRES 127 165 244 512 900 4471 NR 155 124 166 2W 40e 53D 660 - D99' "'REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR NOTES: I ALLIED LINTEL TABLES MATERIALS 4 INSTALLATION I, rebor in precast lintel GR60 per ASTM Ab15 2. rebor-ion poured beam GR40 per ASTM A615 3. Ya for precast Ilntels =4000pbt 4. f'c for field concrete,-9000psi 5. concrete masonry units per ASTM C-q0 mortar ter ASTM 0210 type M or 5 6. colculaElons a!' Richard 6: Newman, PE, Rktdle-Newman Engineer" Inc. 1. shore all c nposlte lintBb 4. O.G. 6. all compos" booms calculated with 165 b7 m top of bea 9. safe loads based on nominal e• bearing (4' mfiYnKx0. 10. all loads shown In pounds per Ilnecr foot I. for langthes not listed use next longer length for safe load FIELD REBAR JLr 05 GP_ 40 Q 1- (V GI"I.LL d� Q CONCFETE FILL W tl Q FIELD REBAR "5 GR 40 J� r LI ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" NTE XLS LINTEL N0. LE GTH UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED " DFILLED A-1 2'10' 654-1 6251 10125 12000 12000 12000 12000 12000 A-2 516' 3538 3H58 5251 8552 11440 12000 12000 12000 A-3 4'6" 208I 14114 3367 461b 6186 1264 8601 gg24 A-4 5110' 1126 1050 1510 2483 3336 9g13 4631 5550 A-5 7'b' 902 1056 1844 2542 32g4 402q 41,40 5522 A-& 11W 656 636 1112 1534 1144 2456 2-102 5346 A-1 1016. 48q 463 H47 1110 1522 1651 2211 2556 A--5 11'4' 502 612 1125 1550 2002 2455 243E 538q A-01 12'H' 421 455 '100 1224 1604 1466 2560 2121 A-10 I9'4• 9013 41q 714 1053 1381 lbg2 2024 2341 A-11 14'0• 942 319 640 q38 1253 1510 1808 20g1 A-12 14'8' 505 534 61e. - 842 1106 1552 1624 1H7q A-15 n'4' 272 285 456 611 Hoe g88 11 1550 A-14 Iq'4• 250 9q5 446 850 IM1405 1646 Ig80 A-15 2VO' 225 565 473 784 1 1052 1500 1570 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LE G 8"xe" 8'xe" 8"x1ER 2• 8"xl6• 8"x2D" 8'x24" 8'x28- 8"x32' LATERAL LOAD -�� UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 8X8 FILLED A-1 240' 30W6 .. 5150 1 gt94 100001 10000 -: 10000 10000 t00010 4408 A-2 3'61 1635 16",6 1. 5445 100pp 10006 10000 WOOpO . -10000 2592 A-3 4'6' 1016 t051 4224 5000 6203 11440 10000 10000 1415 A-4 510' 515 603 2500 531q 4500 5305 6166 7H48 777 A-5 716• 545 510 1421 I'M 2552 5514 5"1 4600 661 A-b q'4' 225 252 434 12416 I665 2051 2542 2414'1 425 A-1 10'b• 105 2041 156 104q 1544 1662 2025ME 3�q A-8 II'4' 503 - 333 652 q17 1170 1452 1'151 4-9 12'8' 241 2b2 615 760 qq1 1232 1464 A-10 13'4' 253 2Si 510 703 842 IIOq 1903 0 A-11. - µ1 " 225 524 4-0 652 824 1028 11416 A-12 14'8' Iql 216 442 60q 76q -155 1106 A-13 1r4• 148 253 351 483 605 756 642 A-14 lq'4' 184 214 308 420 525 651 't15 626 213 A-15 2010' 174 205 2q6 4"504 650 680 -12Li Mb II J �g� b 0) b D L' fill -rel�hlone; desprctl by. d drawn by amw des{8n dlwftd by, aww . date[ 01,224N sheet: 3 Of ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LE G 8"xe" 8'xe" 8"x1ER 2• 8"xl6• 8"x2D" 8'x24" 8'x28- 8"x32' LATERAL LOAD -�� UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 8X8 FILLED A-1 240' 30W6 .. 5150 1 gt94 100001 10000 -: 10000 10000 t00010 4408 A-2 3'61 1635 16",6 1. 5445 100pp 10006 10000 WOOpO . -10000 2592 A-3 4'6' 1016 t051 4224 5000 6203 11440 10000 10000 1415 A-4 510' 515 603 2500 531q 4500 5305 6166 7H48 777 A-5 716• 545 510 1421 I'M 2552 5514 5"1 4600 661 A-b q'4' 225 252 434 12416 I665 2051 2542 2414'1 425 A-1 10'b• 105 2041 156 104q 1544 1662 2025ME 3�q A-8 II'4' 503 - 333 652 q17 1170 1452 1'151 4-9 12'8' 241 2b2 615 760 qq1 1232 1464 A-10 13'4' 253 2Si 510 703 842 IIOq 1903 0 A-11. - µ1 " 225 524 4-0 652 824 1028 11416 A-12 14'8' Iql 216 442 60q 76q -155 1106 A-13 1r4• 148 253 351 483 605 756 642 A-14 lq'4' 184 214 308 420 525 651 't15 626 213 A-15 2010' 174 205 2q6 4"504 650 680 -12Li Mb II J �g� b 0) b D L' fill -rel�hlone; desprctl by. d drawn by amw des{8n dlwftd by, aww . date[ 01,224N sheet: 3 Of II J �g� b 0) b D L' fill -rel�hlone; desprctl by. d drawn by amw des{8n dlwftd by, aww . date[ 01,224N sheet: 3 Of _HANDICAP —AGGE55115LE BATH AREA CALCULATIONS I6-12 TOTAL A/C LIVING AREA: 1692 SF GARAGE: 591 SF COVERED ENTRY: 58 5F PATIO: 40 5F TOTAL UNDER ROOF: 2121 SF TOTAL AREA-. 2161 SF FLOOR PLAN N0T`E5. 16a2: 1) EL.EVATION.'A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A-55' FOR ELEV. 'B' GHAN6E5. 2) ALL INTERIOR WALLS TO BE 5-1/2" UNLESS NOTED OTHERWISE. 5) ALL STRUCTURAL WOOD HEADERS TO BE DOUBLE 2'XIO" UNLESS NOTED OTHERWISE. 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS.. 5) AIR HANDLER TO HAVE MIN..4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12- WIDER THAN APPLIANCE. 6) A/C PLATFORM BY: BUILDER 1) ATTIC ACCESS TO BE 22'X54'1 FIELD LOCATED 6) BARTOP TO BE 40' H. KNEE ALL P4/16' BART 40,-0"r---------------i 12' I - 12! OPT, 12'OX OPT. LOCATION A/C COM 7. W/ 56X56X4 CONC. PAD I O I (+2 -29) I I 25 SH (EGRESS) 25 5H (+22/ -24) - - -- - .•••� - •••Y�-r. •wrr�-�•� • � r�-r�. �-rr�•�.-r�•rr�•••r••r�•� wrw � w ♦-� ••crrr••�-rrr. FX ' - - ♦� �.•1♦ �• �4 I0 - - • . • . I COUNTRY KITCHENd ut •� i; FLATIANYL Z. I,• , j 5�n •i = DEL. I O LL .s I ,, j '� ! _ • j�4 • LE ec—�i _ gg �i ♦ 1 a. a. .� •. Wr4 rev Q CL �p 0 LL Mtn . d e s€ gg6� .s V >s 04 Co £ €HI as +E�E fill dwn•r. •per 16'OX'1'0 O.H. 6AR. DR. - (+21/ -28) - . desipr,ed by. ni dnewl, yc dmn design 2' Ib'-0° 2'- 3'-O" 3'-0' T-O' T-0° rJ,•c•®a er .ww ds0•: oT-zao� ��/ �!7 / 1� �,-0• sheet ENGINEERING AR 1 200 (.on n•-� n nn M <•O.-6.L FLOOR PLAN 4 PA Doi 16,613 KA1 T�YOWE SP1C5. iL 32716 slaws a NVE16w PE/ 47819 V4'al =0' Of. 40-0-0 Fa m uT —� Hil a La- i w 12 5f 0-4-1 EI ALL FLAT CLINGS!!! " 8 Tc oWo 2i ec LINE: o pN1f ec Deno: �o aet TOTAL: 37 psf — DUR FAC:125 8'-0" PLATE HT. NOTE: SEE. TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS ROOF TF2U55 ANCNORACzE: NOTE: U USE (I)TYPE 'C' (ORINTERCFL4NGABLE TIE) FOR TRUSS TO FRAME _ - WALL OR BEAM CONNECTION UNLESS NOTED:OTHERIMSE (UNIOJ 2) USE: (U TYPE -'A' -(OR INTERCHANGGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION:(UNOJ 3) USE EMh126-N (OR INTERCHANGEABLE TIETOR ALL JOIST HANGER CONNECTIONS f NO) . 4) USE (3)'Wal OR (3) J31 a 3 1/4' PA5ELODE GUN NAIL TO FASTEN JACK TO HIP GIRDER (TdB) 5) GABLE TRUSSES RECUUIRE (U TYPE 'A' OR (i) TYPE 'C• STRAP AT 48. O/C FROM -',CENTER OF TRUSS. 6) ALL STUDS�BELOW GIRDER TRUSSES SHALL BE EITHER CONNECTED u/ SIMPSONSP4 STRAPS TOP AND BOTTOM IN ADDITION TO OTHER STRAPPINGG ON. PLANS. SIMILARLY, 4X4 POSTS REQURE (2)-SP4's ON EACH END. 4X6 POSTS REQUIRE (3)-SP4'e ON EACH END. T) BOTTOM 1 HALF OF MT516 TRUSS STRAPS SHALL BE EITHER NEATLY UIRAPPED UNDER DOUBLE TOP. PLATE OR NEATLY FASTENED TO - VERTICAL STUD OR POST DEPENDING ON ALIGNMENT OF GIRDER AND STUDS OR POST BELOW. SEE POST STRAPPING ON It AND 2nd FLR PLANS ' PNEUMATIC E=tVALENT MAY BE SUBSTITUTED FOR HAND NAILDESIGNATIONS- NAIL VALUES: BASED CN'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE B.Bc -'NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES' NAIL SHEAR VALUE (Ib•J 8d l03' lod 125' lbd 14S' 5. i i v ♦ - . 4' SCORED MASONRY FINISH (TYPa MASONRY FINISH ON C-MV. (TYP.I TYPICAL 12 5 p al Imiminlul -a-in ■ FRONT 1/4° = 1'-0° Q0 it Q - oa ATION 'A' ._ .. C.OMPO5ITION ROOF (TYP) g ----' - 5' FASCIA (TYPJ _--O" T.OB. _8 < -01 " T-O W. SCFff 4" W. ORED $ fill MASONRY FINISH (TYP) c o 5'XI'4 CORAL FINISH 5TYROFOAM 5HItfTER5 (Typ II i0'-O' FIN..FLR p SEE TRIM/DEC. SILL DETAIL THIS SHEET Q U z 0 Q W J W W H OFF -RIDGE VENT (TYP) W T.O.B. b' 8" T.014 -IF &RAV FI �6RADE RE�4R ELEYP�TION '�' T.O.B. ,i0'-0" FLP- 6RAVE �A� LEFT ELEVATION 'X VW = V-O° 19 LOAD TABLE MODEL 1692 T QUIFTIM BREAKER CONDUCTOR LOW) 1 RANGE 40A 2/2/1'8 10D00 1 DRYER 30A 2/P 10 5000 FI 1 DISRuASNER 20A UP 12 VW 1 REFRIGERATOR 20A UP 12 540 I DISPOSAL 20A VP 11 540 I tlIA61ER 20A. UP I Q boo 2 2 SMALL APPLIANCE 20A UP 12 3 M b 6 RAL LWIdG 15A VP 14 b000 I I GARAGE DOOR OPENER I5A UP 14 1500 I b PADDLE FANS (Ib) BA UP 14 500 60-TOTAL (IIATT5) 30 19L I0p00 WATTS AT 100R. 10p00 WATTS REMAINDER 40% 6J52 WATTS . AC. 30M WATTS 3O00 WATTS TOTAL 21,152-240 WATT5 TOTAL LOAD AMPS WB AMPS SERVICE SIZE w AMPS —� 2 / 0 SER CABLE 8"" U METER Bw In ID RANGE 8/3 W09 150 A MLO DRYER 10/3 1113 PANEL SMALL APP. 12/2 09 •4 BARE G.W. LIGHTING GIR. 14/24 W9 TO PPL TRANS 8' GROUND ROD 1692 ELECTRIGAL RISER DIAL, / 150 4 4 WIPE 5YG. 4• V-T11 in- vSR 1692 PLUM51NC-4 RISER 1• - s ELECTRICAL SYMBOL KEY LIGHT FIXTURES to REGESSW CAN L16HT RECESSED CAN.- EYEBALL, CEILING -SURFACE MOUNT LIGHT WALL SURFACE MOUNT LIGHT 13 LI6W w/PIAL GRAM 5WTTGH ® WALL 50ONCE (L@IG/TU E) OUTLETS vguupLLEx OUTLET (1.e. WP�- GFj OUTLET SWITCHW DUPLEX OUTLET -- RAW-,F YER 220V OUTLETAPFL ovFR DIRECT WIRE CONNECTION cil -4 TELEPHONE OUTLET C CATV (TELEVISION) OUTLET -0T THERMOSTAT =xj# UNDER -COUNTER OR GONCEALW OUTLETS CEILING MOUNTED PUP. OUTLET 13 SWITCHES - SINSLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY 51,41TC4 USER DEFINED SWITCH MIS/ FIXTURES EXHAUST FAN EMA05T FAN/LI6HT EXHOMT FAN/LI614T/HEAT QO SMOKE DETECTOR ELECTRIC WALL DATER — _ ELECTRICAL PAt� B-fr72GENGY LIGHTING EXIT SIGN BARD ELECTRICAL €LEOMOAL "PLAN NOTES 16112: 1) AIR HANDLER TO HAVE MIN. 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 2) A/C PLATFORM BY BUILDER 3) MSTR. BATH PAN TO TURN ON WITH LIGHT O A/C, COD W/ 36X5 GONG. P FIQ a Q V a o0 O q, ILIIU N w z QO, OF A u z 0 �r�r�Rnr� ENGINEERING (497) 774-9093 FM' I— 774 n "A. salt 191613 A tMOME %► m m u119 umws 1 montsom /E/ 4"19 of-T. i orAnoN A/c cow- W/ 36X56X4 GONG. PAD T---------------� I OPT. O'OX4" PATIO I I _ I 6'SX6' X7�AT I — ELEOMOAL. PLAN • V4'=1'-O' La PN � t o n � o c E E C Y) 07 O ly v ci �. O <o ® C o V 0 Q � V� W W J �_ U cr- J cr-UZ Wpm. WU� LU J J d W ss� r� �— gs� J � 0 " Ns lift E�B da1i -�. erwnq. . designed by- d drown by: dw-desgn d19dG9d by 9 d w 07-22-01 oRER 2X ! TOP PLATE MAL84IM25 � ANCHORAGE cMM BAR HIV PASSM THRO" _ MAL DBOTE5 PIPE MOCK TO N lY' STD. HOOK 7 5 BAR �' "ALLL 5L�VE SOUL B�CiI E PASSIME, THFOOTING CONNECTION ((TYP FRAME I OW OF 251 LARGER THAN 2X4 BLOCKING THROUSH 2 � � Truw I 1 TAPCON: 3/16. 0 12' O.C. CO1NG FILLED CCABINET ARCIM FIFE PIPE PAVSSIF TFffDFJt EXP.. BOLT: 1/2- o 4w O.C. (a •I aul�� 5 MCTu FRAME WALL SLEEVE ; J-BOLT: 1/2- 0 4w D.C. COURSE _ o 1 BETWEEN - ;�. TAPCON: V LBR LINTEL BEAM °•-0 BETWEEN sTUDs : i''F <- `- EXPANSION BOLTS: ``i a{ TMrr' '-' . SHEAR STRENGTH X RAWLS REINFORCING DETAIL TYP. BAR TOP RABIro� X TEST REPORT + 150-20068/ 'FE FOUNDATION CE 2 FOR R®AR WANfTTY `NDUSTRIIES.S, C.SEEAL MFFG_ SPECS. 7 L L 1 ,(� FOR BIT SIZES & TECHNICAL �� AP INFORMATION SHEAR. STRENGTH ANCHOR ANCHOR LIGHTWEIGHT qA EMBL-DMENT HOLLOW BLOCK 3/16' 1-1/Y B46 LBS 1/4" _ 1075 LBS ' - 65 RBBAR WnHN FOOT IME-Y �� CONCRETE � 8b LINTEL FILLED W - W 2S M91 SPLICE OVERLAP � F ATOt1 FLAN - AMSCENT.' GENERAL NOTES lRR/.��4N= SH - TYPICAL F-O.OTING . DETAIL ` ENGINEE;RING V97fCAL RJR GENERAL- (� 774 9e63 ..TA) j" T7a-6f77 � RAN - - P.O. OM 16161S - N.TA/I M 6PWN.S. FL 32716 1 \- - _ � 1/10H.5 A ANlMR9DH PC% 1]619 AIR L LIVE. LOADS: SINGLE COURSE LINTEL BLOCK °� `t ROOF 20pef FLOOR, 40p6f STAIR: 40pof v' 3 4 T-0 2. UND SPEED 1106gph 3e guee6 J�{ CHAIR BLOCK UNDER FRAME `� 3. ALL WOW TO BE N ACCORDANCE WITH THE FBC. 2001 CHAPTER 16. Q *b-p CH 4. ONLY WRITTEN CHIANGES APPROVED BY THE ENGINEER SMALL BE F•ERMITTED. t- >"N� CONCRETE W THE r•9sE+=n PULLED ER 15 UW Ia�NI� SADDLE CAUCXET - T16I54 $LEASING BY EPDXY ERCUTIIU N •5 REBAR � EPDXY MATCH moor SLOPE aaNc zu EA6 L ALL UAoW TO BE N STRICT ACCORDANCE WITH THE AG 310 FRDPELItg AND }gIFICATONS ' CfWJTJVE Q E/9:RS LIGUID LPL OR E3IVALB(T % NTU BDlO E AM GHl , 1aa INNS EA 2: MIX DESIGN CRITERIA. AND INTO THE FOOTU6 FOR ALL FILLED rR I �ALL CONCRETE TYPE 1 PORTLA 81 A S "ALLT. fASTM G FappOss) '�'/^� SW SIOM ON FLANS BR NOT FILLED M THE FIRM -LA SLABS AND F AND 9000 Ysi ELSEWaERE (UONJ! FOR �-- V / PROVIEE 6' MIN. BIDED. AND 314A HOLE INTO A- - _ ®TH THE FOND BEAM AND THE F�TIfG Mae � \\ aaor lmla 7ohm6s+ 1DAnwo boor mvu I D-�R-ANON RB UAIR JEKsHT FOLLOWS: Z ENTRA&D, ENTRAINED 1DP OF BOND BEAM \,-p'y9lb �`� FRAMING STRENGTH (pel) CONCRETE CONCRETE O 2500 Oki [0 CH I0.54 NTERIOR CHIMNEY 3000 058 0.46 v SLUMP -SLAB ON GRADE 5• Q ^ -------- \ `\�r�t'P. '�I• \`�\ OT14ER 5• 0 �_`�° `� �Cp INTERIOR CHIMNEY DETAILS WATER - CA-ILORIDEor�E �B As �"HU SADDLE CRICKET N 65 COAT. ` � H SECTION THRU CHIMNEY 3. PROVIDE NORMAL WEIGHT AGGREGATES M COMPLIANCE WITH THE REQUIREMENTS PROVIDE 25' CHIMNEY TYP- DETAIL -�- OF Asm c 33. 1 SPLICES (FYPJ - N-T.S. 4. FIBERMIESH FOR SLAB TO BE AT A RATIO OF -l5 LBSIYARD- � 06 FOUNDATIONS NOTE. IF A BLOCKED pIAF161Ar,M ZONE 5 CALLED FOR ON ROOF L FOOTING DESIGN BASED ON MIN1MLl1 ALLOWABLE BOIL BEARING 1'RE55Lila'E OF 2000 pef. f V / FILLED CELL • . PLAN P 4' Or13E FOR B BLOCKED a ALL- AEM OD PANEL E7S�5 a 2- IF FOOTING}. ELEVATION OC(AIRS N DISTURBEDINSTABLE OR UNSUITABLE r �- B" FJ11 HNJ---� NAILS O 1' OL FDR w rrecn pWTgipl=�Fl ZONE N 05 VERTICAL ..... . ..... . . ... . . . . . . .. . . THE ENGit$ER SMALL BE NOfffiED AND NECESSARY ADJUSTMENTS BE MADE PER MIS INSTRUCTIONS. ed NAILS AT 4. Or- OR 6d NAAA AT 6.OL, ax 3. PREPARATION OF THE 6U9GRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED O EaLLALNALENt F*aFfL1TIC HALL EOUALNAL87T R41ET'IATIG IN THE-GEOTECHNICAL REPORT. SOIL, AT SUPPORTta EVGEB AND - NAL AT SUPPORTED EDGES 4 STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE Z BLOCKING AND Q' OL: FIELD 4 Mm Q• OG FEUD FOR OF CII VERTICAL TO (2) HORIZONTAL FOR SLIMED AREAS OF ROOF OTHER AREAS OF ROOF EPDXY Ci2DI1T •5 REDAR _ . - - - - - _ - ........................- 5- CAUTION SMALL. BE USED U44FN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR T Z T STRUCTURE - - - - AVOID SK OF DAMAGE TO THE RUC - TU 9 TO V D THE W - XI9TING 8 RE 71 MID BONG - - - -- E TR1JC INTO FOOTING, - - F TER _ _ TOP ❑ FW 0 ;s ::::x3r:.a:: n-;: t: nx�:::-:::-;t::s;: :......:::: BEAM W 6' MIN. EMBED. LINTEL W/1 / 5 BAR y6r OB _ y, - 2X STUDS ^ ��'� b. = MASONRI' /T� O16' O.C. WIC� --- - - `/ O EVERY OTHER ''E'' i11"�' 4 - STUD - - - - L DESIGN. MATERIAL AND WORKMANSHIP SMALL BE N ACCORDANCE UATI4 THE A-1 STANDARD NOTE, EPDXY E ROUT SFOILD BE IN5TALLEO M _ _ ____ _ - _Q -_ __ __ _ - 4'-0• BUILDING CODE REQUIREMEMS FOR CONCRETE MASONRY STRICTVRE5 ACT 530/ACI 530J STRICT A=REIANrE WITH THE MANU=ALTDRERS - --= - :=_ _ _ '- _-= _ = - _ _ _ _-__ ___ -_ _- _ _- 2. � CELLS TO BE FILLED SHALL BE faROUTED-WiH 3000 pel CONCRETE. (B• TO I01 SLUMP) 2X P.T. W J-BOLT _ _ _ __ _ _ aoha T -- ITENOA ON5 'cnv - - - - INµ y _ R1iO -- - - LOCATIONS- ...... LOCH - _ _ 25• EEL ALL = - - - - VIDE LAP FOR // 7 - - - 3. PRO . 86L OR EXP. _ _ _ 0 48" O-G SEE L. 4 4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR U, LL9 AND UNDER CONCENTRATED LOADS MISSED FILLED CELL DETAIL ANCHORAGE _ 4'-U' �:: c SHALL CONTAIN VERTICAL REINFORCING AND 69ALL BE FILLED WITH CONCRETE. '/1 M F C D O VENIICAL FILLED ° A S. CONCRETE BLOCKS SHALL CONFORM TO A51M C C28 DAY BT�JJC.TH 2000 pel) (f5n=600 pot), v, T j CELL W/1/ 5 BM : - : �:�i�: �`:::.:':':`:�: LAID N FdA�WINGBOND. W ..........: :::_x-_.: _:: .:_ -:: _::-.-::._... _::. 6. MORTAR SHALL BE TYPE N. r 0 1. ALL RE -BARS SHALL BE 6RADE 40 UNLESS UNO. CMU TO EXTERIOR EXTERIOR WALL SHEATHING ROOF SHEATHING NAILING WOOD = f'* i� RSN L ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DEOV-ED, DETAILED, AND �T EFC FRAM ONN CTION WS NAILING PATTERN DETAIL PATERN DETAIL FABRICATED N ACCORDANCE WITH THE PROCEDURES AND REQUIFRfMNlTS OUTLINED N THE LATEST EDITION OF THE NATIONAL DESIGN SPEGFIC.ATIONS FOR WOOD CONSTRUCTION - ! j F MI: A' STRAP IS MSRPLEO 2. THE WOOD TRUSSES SMALL BE S12ID AND DETAILED TO FIT T1E DMENSION5 AND LOADS INDICATED. 4'l2ij F N,*A!FORESTRAP AFTER THE FIBERGLASS FIBERGLASS ALL DESIGN SHALL BE N ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES O Ii�l ASSKd-ED AND APPROVED BY THE BUILDING GODS DES16N CALCULATIONS, SKaf•ED AND SEALED BY 1417� SMALL BE PRO -APED AS AT TOP OF THE WALL LINTEL BEAM BH AA �'�� 15�FEL7 OVER SHINGLES OVER A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL- ` SIPP EIN KF516 CAN BE 91HSTITUf137 LEWD TR15Cs , 15/ FELT OVER 7/16" O.S.B. 3. PERMANEREQJIRED By B � PEMMUF 4:TURER �RUSS MA WACTURER SHALTHE SPAN OF THE L PROVIDE STATEI"ENT THAT T FT 7 16" O.S.B. IFOR EACH MISSED *A• STRAW I TYP. U.ONJ PROVOE 2I3 Em E.A,LV- WOW TRUSSES WOOD TRUSSES STAPPED BOTTOM CHORD OF ROOF TRUSSES ARE BRACED WRING UPLIFT C0NDIT OK ,I ; PLEASE SEaRE EACH MTSI5 STRAP FlAJ11tG FOR TRU56 R-19 INSUL STRAPPED AS SHOWN ON TRUSS 06 FOLIG-0tG TIE ATTACHED TABLE AND TO SIT � 1444 AS SHOWN ON LAYOUT 4. FOR STRUCTURAL LU'1BER PROVIDE THE FOLLOWING GRADE AND SPECIES ACCOFNDItCi TO THE UPLIFT S1N7FN.F12LTM 1a TRUSS LAYOUT - SOUTHERN PINE SURFACES DRY USED AT 19A MAX. M. C. GRADE N01 OR SPWJCE FINE FIR x !�Z✓E THE T� MANFALTUR62. INSTALL ALL 1X2 P.T. OVER 1X8 R-19 M OR ONP.TOAUAA.VER F SC A 80UTH GRADE NO3 iF = TAFCDN5 WITH H/P MN. E EEIL, `42 1/2' DRYWALL .. CDR OVER ZXB OVER 2X6 SUBFASCIA ANIZFJ7 METAL FL4NGER9 AND FRAMT•1G ANCHORS OF iFE' SIZE AND TYPE O OVER 17(2�FURR9NC- - �S TES IA W OVER S DRYWALL W/ CONIC ALUM. D BTHE vi ALENf)AcTURER.FOR EACH USE-WCLUDM RECOMMENpM NAILS (Murat-EB OR CONIC ALUM. FASCIA SLISFASC bz 5. PROVIDE GALv _ -IX2-FURRING VE177ED;.SOFfIToo.... OVER R-5 INSULATION - BLOCK . LNIR BEAM W N 85 CONE. CFU WALL 1 COURSE LINTEL W/ w/I f 5.8AR 6. ALL BOLTS USED FOR WOOD cANBTRUGTION SHALL BE A IiNlflltl OF V!' DIAMETER MA 6• N 1 FS BM O TOP PRE wnH (t) /SAND LINTEL L-ENC tN (A9TM A-301) WTN MN. I IR' DIAM. I I r' LINO. WINDOW UNIT WTIE)i L1HTD- SCREEN w/ (I) JS 8 FT OR GREATER -L PROVIDE FRAMING MEmBER5 OF SIZES AND OF SPAGAYaS oMOQK OR F H:OT &4011 L comPLY WTH MASONRY FINISH pR�CAST LIMITING STUD HEIGHTS CHART- DO NOT SPLICE ST(d1CTURAL MEMBERS BEiUEEN SUPPORT 3-1//2" CONC. SLAB% Y APES SLAB LONG ILL SIMPSON W/ iIBE1tMES1 OVER j I W 1 BEAR BLOCK w/ `10EAMESH 6 MIL VAPOR BARRIER y{�Rg 0 8 WL VAPOR SHOFN LOCATIONS BARR OVER MASONRY PINT OVT:RR 8. ANCHOR AND NAILUJC+ AS SNOUIJ, MID TO COHPLY WITH TILE RECOMf1ENDED NAILING ERA'{ ATTACH TAPCDNS OVERCOMPACTED TREATED ON FLOOR PLAN TREATED CMU CMU BLOCK W/1P BM THE STANDARD BUILDING CODE, LATEST EDITION. EVERY L7T162 HOLE COMPACTED FILL C61U COMPACTED FILL - I O SHOVN LOCH o14s IOIb TAPL:tXEa SVaL[1 BE INSTALLED . 1 - ON FLOOR PLAN s � R°�A�u�NOR I � wLILTNG PATTERHfa MAR 1 0 2 04 d.m6x N STRICT ACCORDANCE WITH THE - ' (.. t'- a6cstslmo MANFACIURERS RR079dLATONS I • J J VERIFICATION OF FIELD CONDITIONS • L - �L L CONTRACTOR SHALL VERIFY ALL FIELD OOI'IDITIONS AND DIMENSIONS RELA VE TO SAME- � MISSED "A" STRAP DETAIL 2 / S sARs 2 / 5 BARS THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PFE IN DR6AING3 , M SSUCH CCINDmONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND SSARY TiTc'FITS �WALLSECTI�ON®WINDOW -CMU MInoE P£R H19 1NSTRJCTICTtS- WALL SECTION - CMU; 1 STORY; ONOLJTHIC 2• FOR ANCHIOR ITS USE MU53<ES OR EQUIVALBN: (A-36 OR A-3O1 STEED 1 COURSE UNTEL -MONOLITHIC 3- PROVIDE 2X4 BLOCK W. ON ALL SIDES OF THE RIDGE VENTS WITH 8d NALS AT 4' ON CENTER. - I1RFT • ff Mls� Fml ION runs f HK • � 3� FROM TFaCfi S1RAP5 ro PERT. TAFCDIiS TO C111 MMiFALTLRER hQ'T 31W (EACH STRAP) IFJ'CH STRAP) 4 132-7460 2 l 4 PRODUCT LOCAl10N 17ABm A. MM- EDGE ALLOWABLE ALLOWABLE - DEpjI{ DISTANCE PULLOUT 81EAR : 1.5= 761.: LEIS. 1765 LBS- RAWL-BDLT M�SOM Y 2.5• //2' RAWL-BOLT CONCRETE i 2.$' 1831 LBS:' 2537 LBS. I HESE RECUIREt'IENTS APPLY HEN WANDOWV DOOR WWACTUF&-" FASTENING IETHOD IS NOT SPECIFIED. PT D(13uacs FOR W1ROOM AND DooRs L) SEE M<WFACNRERS INSTALLATION N5TF31GTICNG. - .. 2J ALL, U*4:>OW 644M3 YNBT BE flAL WIDTIE aF: SASH. 'T 2x BUCKS FOR-Wyam AND DooRs J INSTALL 3/I6' DIAMTER SELF.TAPPNG CONC. ANCHORS -EnWT (0) ASS MAX. FIROM ENDS AND 24" ON CENTER MAX. WV I V4' MIL E l'�.-INTO-BLOCK FASTEN W D00WA:> O TO FIT BUCKS PER MANUFACTURERS INSTALLATION NS7RUGT10N5. 'J ALL WNDOIU SHFMS MUST BE RILL WADT14 OF SASH. TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENING AND 35 PSF RATING) (11/20/03) BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.C. REMAINDER TO BE BLOCKED AT S6" O.G. OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH Sd COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWINGS SPACING: 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING FLOOR FRAMING /�:(SHOUIN 1- 24" O/C) L BLOCKING a 40" O/C MAX. IN FIRST THREE FRAMING SPACES 4 96" O.G. THEREFORE FLOOR BRACING AT ENDWAL:L6 -8X5)(16 CMIL (TYPJ P.T. V* WV W M41 A• BOLTS • TPo155 BEARIIi 45' MAXWV bM{ EMBED. MrJ TRIM BEAR iG 0 0 0 o P.T;2X4 FILLER 0 as ru is O O P.T. 2X6 RY Vt' DUW4'.P BOLTS • 4W MAXV 6• M1 AIDED. (TTPJ 0 0 o � o DETAIL: TYPICAL JAMB FASTENING LN► OVERHEAD -GARASE DOOR MANUFACTURER SIMPSON A35 a 3'-0' a. G 2x4 SPRUCE OR 'BETTER LATERAL BRACES @ 4'-(r 0. C. ATTACH (2) 16d TOENAILS F 2x4 DRYWALL NAILER GABLE TRUSS 7/16' OSB OR 1 /2' CID( STRAP FIFE 'D' ( 4a' 0. G) 1 Od NAILS @ 4' 0. C. -lOd NAILS @ 4' a C TYPICAL. GABLE ATTACHMENT TO WOODFRAMINGEND WALL 2x4 BLOCKING e aa• a G Dc4 IEOE-62 TO MATCH BOTTOM' L' BRACE EFpRO SLOPE OF`SIY-0R TRIESATTACHED W/ ATTACH TO WFES WITH CLU5TFJ25 LOd NAILS OF (2) IDd NAILS a 4' 0. C. TYP. I I GABLE TRUSS WEB B SECTION DOUBLE 'L' BRACE DETAIL SHEATHING 2x4 SPRUCE OR BETTER _ LATERAL BRACES @ 4-0' D.C. ATTACH (2) Ibd TOENAILS ��-Iod NAILS a 4• a. C. 2x6 P.T. SILL DOUBLE LINTEL E GABLE END IS IN EACH COURSE IS VERT. BAR (SEE PLAN FOR LOCATION TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL NOTE, THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER. 'L' BRACING PE:QUIREl1AEt'tTS STUD No O) 2x4 {ZJ Zxa 0?# SPAC116 t' [iRALE 'L• BRACE 'L' BRACE 1• E32PCE Jr.- 0'-0" - 4'-5" 4'-5' _ 8'-0" 24" � 4'-0' 4'-13" - 6'-I0" GRACE MIST EXTEND AT IEAiT'IN94 OF WEB LEi�Cii! Zx4 Lf3M6ZT0 MATCH F1QfTDM - cMOM SIS]E'E:tg 21.`.... TF„'^ ATTFCN To WEBS WITH EiI6TER5 OF 0 and NABS 2x4 BLOCKING a ae• a G .'L' BRACE ATTACHED V/ 10d NAILS It 4' 0. C. TYPICAL GABLE TRUSS WEB CSECTION SINQE 'L' BRACE DETAIL - GABLE END BRACING. DETAIL WINO SF'EEO IOC MPH, MEAN WALL HEIGHT lP TII 30'-0' ROOF 81-EATNRKs OVER TM (SEE NAILR�Ks ZONES) BACKNAIL UV (2) Ibd NAILS "L" BRACE t0 EXTEND AT LF.A.4t 90x: OF U.EB LENGTH (SEE TABLE)7M PA PANEL BLOCKING • 48" O.G. . 2 THE (4) FROM OF OF TR1156E5 ACHED U�.V(2) Ibd tOFJJAILS—� GYPSIM WALL BOA 2x8 P.T. LE A SECTION W z N Z p6 ) W z W W J m Q el22 sheet * 19 I I In I T/Ib• OSB I OR V2° CDX to I GRACE MIST EXTEND AT IEAiT'IN94 OF WEB LEi�Cii! Zx4 Lf3M6ZT0 MATCH F1QfTDM - cMOM SIS]E'E:tg 21.`.... TF„'^ ATTFCN To WEBS WITH EiI6TER5 OF 0 and NABS 2x4 BLOCKING a ae• a G .'L' BRACE ATTACHED V/ 10d NAILS It 4' 0. C. TYPICAL GABLE TRUSS WEB CSECTION SINQE 'L' BRACE DETAIL - GABLE END BRACING. DETAIL WINO SF'EEO IOC MPH, MEAN WALL HEIGHT lP TII 30'-0' ROOF 81-EATNRKs OVER TM (SEE NAILR�Ks ZONES) BACKNAIL UV (2) Ibd NAILS "L" BRACE t0 EXTEND AT LF.A.4t 90x: OF U.EB LENGTH (SEE TABLE)7M PA PANEL BLOCKING • 48" O.G. . 2 THE (4) FROM OF OF TR1156E5 ACHED U�.V(2) Ibd tOFJJAILS—� GYPSIM WALL BOA 2x8 P.T. LE A SECTION W z N Z p6 ) W z W W J m Q el22 sheet * 19 I I In I T/Ib• OSB I OR V2° CDX to I 2x4 DIABR5" ACE • 4O.C. L. W I UV(4) IIDd NAILS * EA END I • FIRST TWO BAYS - lj I 0 I GABLE TRUSS I U) #tai t� Imd NAILS • 4" OZ. Q iFa - DOUBLE LINTEL •GABLE END W/ (U 5 N EACH COURSE V2' X