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HomeMy WebLinkAbout1021 W 25 St 14-807 Plans6 FEB 10 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I Documented Construction Value: $ /'{ CC Job Address: Jn (, c 5n t/, t u Historic District: Yes No Parcel ID: C 3G ' SC`l ' l X0 C I/C Zoning: Description of Work: /t, JE'//a Plan Review Contact Person: i 9,11 i/ l Phone: —Fax: Title: E-mail: q Ale'/'1 L e'I1) Property Owner Information // / Name r ,' IIn ; nA I ' J Phone: M, oC I `l : / d d Street: E, a Resident of property?: doC City, State Zip: Ito'; 1 7(?/S3 ( I / Contractor Information Name i rr. a Phone: Street: ! I n • %O a Fax: / Citv. State Zin: m r'1a., do L F/ 7lr State License No.: L_ Name: Street: City, SI Bondin Address: Building Permit Square Footage: q No. of Dwelling Units: Electrical New Service — No. of AMPS: hitect/Engineer Information hs Phone: q07 -, / Fax: E-mail: r Mortgage Lender: U Address: PERMIT INFORMATION Construction Type: ELk_ No. of Stories: Flood Zone: ff)t? Mechanical 13 (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: In ) d OPERATION FINALLY HOME OP ERAT IO N F INAL LYHOM E.0 RG January 22, 2014 City Manager City of Sanford 300 N. Park Avenue Sanford, Florida 32771 RE: ESTOPPEL LETTER Operation Finally Home Monster House This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for issuance of Permit No. 41 $07 for the following work: Operation Finally Home Monster House. Operation Finally Home, hereinafter referred to as the "Owner," recognizes that issuance of Permit No. 14 -S07 will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No.WZ the City does not guarantee approval of any other development orders or development permtts'Th'eOwner acknowledges-and-agrees_that no Certificate°of Occupancywill-belssued-by the -City -for -the -Sanford---- - — until all required land development approvals have been obtained andal require 1mprovemeii-fs ia- ve beeWt - , inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of JA for occupancy until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above referenced project or the issuance of Permit No. \4-SOT The Owner also agrees to the following as additional conditions for Permit No.114-OR7: JA The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, subcontractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document WITNESSES: Signature _. il I5'rinted/Typed Name Signature Printed/Typed Name STATE OF TEXAS COUNTY OF COMAL OWNER) 010 Signature 4 UA/ C gssev Printed/Typed Name cv,, Title 1659 STATE HIGHWAY 46 WEST, STE. 115-606. NEW BRAUNFELS, TX 78132 or', , The foregoing instrument was acknowledged before me this % Z' n day of n by AiMLt!l.:4 C?4riSF/2 as for2 A(Ri'rc/U riAttfo,r, who is personally known to me or who produced their Texas Driver's Licens s j entifica ' n. Notary Publi , State of Texas FiPrintName: n m My Commission Expires: v CMSTOP14ER MARTINMy CQMMj$ n-EXPht8Jim11, 301T- - I 1" -, F 7659 STATE HIGHWAY 46 WEST, STE. 115-606, NEW BRAUNFELS, TX 78132 Memorandum City of Sanford 0 I Department of Planning & Development ServicesiRy1877-=1 P.O. Box 1788 Sanford, FI 32772-1778 Telephone: 407.688.5140 Fax: 407.688.5141 April 15, 2014 TO: Building Department Florida Power & Light Co. Seminole County Sheriffs Office Fire Department Progress Energy Seminole County, Planning Department Police Department Florida Public Utilities Seminole County Property, Appraiser Public Works Department BellSouth Seminole County School Board Utilities Department Brighthouse Networks Supervisor of Elections Post Office E-9-1-1 RE: New address within the City of Sanford Project: New Single Family Dwelling Tax Parcel ID Number: 01-20-30-504-1000-0240 The above referenced property was recently annexed into the City of Sanford and is in the process of constructing a new single family residential house. The property will ultimately be split and will need two separate addresses. It is necessary to assign a new address for each fiihu-e residence in compliance with Seminole County's E911 standards. Please note the following new addresses: Tax Parcel ID Number Addresses Location 01-20-30-504-1000-0240 1019 W. 25t" Street Eastern Portion (Existing) 01-20-30-504-1000-0240 1021 W. 25"' Street Western Portion Please see attached exhibit for site locations. If you have any questions regarding the above or pertaining to addresses within the City of Sanford please do not hesitate to contact this office. Thank you. Eileen Hinson Senior Planner Attachment: Site vicinity map Cc: Address File TAZONINGIADDWonlhly MemosWdress Memo - 1021 W 251h Slreet.doc I m , N N Q A V N CI) a a^+++' J Q LU A N N W w Address1200I A i0 W I 1120 1006 1002 902 900 W 25T 1 1109 1025 1021 1019 1017 Existing Address 1026 1 10241 1022 I SARITA ST 1025 1023 1021 1019 1 1017 Existing address: Parcel No: 1019 West 25th Street 01-20-30-504-1000-0240 (Eastern portion) New address: , Parcel No: 1021 West 25th Street 01-20-30-504-1000-0240 (Western portion) r C —1877- OFFICE OF THE CITY CLERK I I MAILING ADDRESS CITY OF SANFORD POST OFFICE BOX 1788 ISANFORD, FL 32772-1788 I I PHYSICAL ADDRESS ' CITY HALL 300 NORTH PARK AVENUE SANFORD, FL 32771-1244 TELEPHONE 407.688.5010 FACSIMILE 407.688.5011 W EBSITE W W W . SANFORDFL.GOV CITY COMMISSION JEFF TRIPLETT MAYOR MARK MCCARTY DISTRICT 1 VELMA H. WILLIAMS DISTRICT 2 RANDY.JONES DISTRICT 3 PATTY MAHANY DISTRICT 4 CITY MANAGER NORTON N. BONAPARTE, JR. DEPUTY CITY MANAGER TOM GEORGE r April 15, 2014 To: Distribution List Attached' Ladies and Gentlemen: Please find attached a copy of Ordinance No. 4317, passed and adopted by the City Commission of the City of Sanford, Florida on April l4, 2014, which annexes 1019 W. 25'h Street Sanford. FL 32771. Should you have any questions regarding this annexation, or if this office may be of further service, please let us know. Sincerely, 1 Traci Houchin, CMC Deputy City Clerk State of Florida: Revenue and Economic Analysis' Office of Planning and Budgeting Office of the Governor The Capitol Tallahassee, Florida 32304 Liz Cloud, Program Administrator R. A. Gray Building 500 South Bronough Street, Room 101 Tallahassee, Florida 32399-0250 Florida State Office of Economic & Demograph Research 1 11 West Madison Street Suite 574 Tallahassee, FL 32399-6588 Seminole County Government. - Seminole County Manager' jhartmann@seminolccountyfl.gov joeforte@seminolecountyfl.gov speters@seminolecountyfl.gov i Sally Sheibenberger, CFE, ASA Seminole County Appraisal Director sally@scpafl.org Robert Hodges E 911 Specialist Seminole County Public Safety Complex rhodges@seminolecountyfl.gov acurtis@seminolecountyfl.gov thelle@seminolecountyfl.gov Ipoliner@seminolecountyfl.gov nguillet@semiolecountyfl.gov Addressing Rseminolecountyg.gov Sent in accordance with instructions received from Kelly Pool of the Governor's Office. Sent in accordance with F.S. 171.044. City of Sanford: Planning & Development Services Dept.: Director Russ Gibson, gibsonr@sanfordfl.gov Development Services Mgr., Dave Richards, richardd@sanfordfl.govsanfordfl.gov Planner, colberts@sanfordfl. ov Administrative Coordinator, musem@sanfordfl.gov GIS Technician, jonesm@sanfordfl.gov Utility Dir. Paul Moore, moorep@sanfordfl.gov Customer Service Supervisor, ganasp@sanfordfl.gov Public Works Dir. Bilal Iftikhar, i fti khab(cbsan ford fl. gov Solid Waste Manager Emily McCabe, mccabee ci.sanfordfl.gov Police Chief Cecil Smith, csmith ,sanfordfl.gov Fire Chief Craig Radzak, radzakc i sanfordfl.gov Finance Director Cynthia Lindsay, lindsayc@sanfordfl.gov Recreation Director Mike Kirby, kirbym@sanfordfl.gov Building Official Dave Aldrich dave.aldrich@sanfordfl.gov Bldg. & Lic.Coord. JoAnn Johnson, johnsonjo@sanfordfl.gov Utility Companies: Florida Power & Light Company Cassandra_passmore@fpl.com al_col l@fpl.com Florida Public Utilities Johnny Hill, jhill@fpuc.com Norgas Propane 2800 W. SR 426 Oviedo, FL 32765 Suburban Propane Metergas Company Mike Grinstead mgrinstead Rsuburbanprol2ane.corn Carolyn Wilson Regional Annexation Manager AT&T Southeast bst.ram@bellsouth.com Therm-O-Tane Gas & Appliance Company Post Office Box 635 Sanford, Florida 32772-0635 Ordinance No. 2014- 4317 An ordinance of the City of Sanford, Florida, annexing by voluntary petition certain real property (Tax identification Parcel Number 01-20- 30-504-1000-0240) located contiguous to the City of Sanford in accordance with the voluntary annexation provisions of Section 171.044, Florida Statutes, together with associated rights -of -ways; redefining the boundaries of the City of Sanford to include said property; providing for findings; providing for conditions; directing the City Clerk to record the ordinance with the Clerk of the Circuit Court, with the Chief Administrative Office of Seminole County and with the Department of State; providing for legal description and a map and providing for the incorporation of that exhibit; repealing all ordinances in conflict herewith; providing for severability; providing for non -codification and the taking of administrative actions and providing for an effective date. Whereas, Operation Finally Home, a Texas corporation, applied, through its agent Mr. Tony Rey, Jr., for annexation of property into the City of Sanford and is hereby determined to be the fee simple title owner of the real property described below; and Whereas, the said applicant petitioned the City of Sanford, pursuant to Section 171.044, Florida Statutes, for annexation of said property into the municipal limits of the City of Sanford which property is approximately 0.54 acre in size and is addressed at 1019 W. 25th Street; and Whereas, the applicant is the fee simple title owner of all of said property being described by Tax Identification Parcel Number as follows: Tax Identification Parcel Number Owner 01-20-30-504-1000-0240 Operation Finally Home and Whereas, the property being annexed is currently proposed for the construction of 2 single family residential homes with the first house to be addressed as 1021 W. 251h Street and which is proposed to be built in collaboration with the Monsters in the Morning of Real Radio 104.1 (WTKS-FM) as part of its Monster House build program and the second house being addressed as 1019 W. 251h Street; and Whereas, City staff and the Development Review Team (on August 13, 2013) have reviewed and recommended approval of the annexation of said property to the City Commission of the City of Sanford and has accomplished all actions required under IIPaec the Code of Ordinances of the City of Sanford and State law; and Whereas, the City Commission, upon the recommendation of City staff and the City Attorney, has determined that all of the property which is proposed to be annexed into the City of Sanford is within an unincorporated area of Seminole County, is reasonably compact and contiguous to the corporate areas of the City of Sanford, Florida and it is further determined that the annexation of said property will not result in the creation of any enclave (and, indeed, logically fills in the City Limits of the City), and it is further determined that the property otherwise fully complies with the requirements of State law and has, further, determined that associated rights -of -way should be annexed hereby; and Whereas, the City Commission of the City of Sanford, Florida has taken all actions in accordance with the requirements and procedures mandated by State law; and Whereas, the City Commission of the City of Sanford, Florida hereby determines that it is to the advantage of the City of Sanford and in the best interests of the citizens of the City of Sanford to annex the aforedescribed property; and Whereas, the provisions of Section 166.031(3), Florida Statutes, provide that [a] municipality may, by ordinance and without referendum, redefine its boundaries to include only those lands previously annexed and shall file said redefinition with the Department of State pursuant to the provisions of subsection (2); and Whereas, the provisions of Section 171.091, Florida Statutes, provide as follows: Recording. —Any change in the municipal boundaries through annexation or contraction shall revise the charter boundary article and shall be filed as a revision of the charter with the Department of State within 30 days. A copy of such revision must be submitted to the Office of Economic and Demographic Research along with a statement specifying the population census effect and the affected land area. and Whereas, the map and the legal description attached hereto as Exhibit "A" shows, describes, and depicts the property and associated rights -of -ways which are hereby annexed into the City of Sanford said Exhibit being incorporated into the substantive provisions of this Ordinance as if fully set forth herein verbatim. Now, Therefore, be it Enacted By the People of the City Of Sanford, Florida, as follows: Section 1. Legislative and Administrative Findings/Annexation of 2 1 P a g e Properties. a). The recitals set forth above in the "whereas clauses" are hereby adopted as legislative findings of the City Commission of the City of Sanford. b). The property that is the subject of this Ordinance consists of the following parcel of land assigned the Tax Identification Parcel Number set forth above and being specifically described as set forth below, together with all abutting and east -west right- of-way for W. 25th Street northward and eastward of the subject property which rights - of -ways are not currently located within the City Limits of the City as depicted in the Exhibit to this Ordinance, said property being situated in Seminole County, Florida, and said property is hereby annexed into and are hereby made a part of the City of Sanford, Florida pursuant to the voluntary annexation provisions of Section 171.044, Florida Statutes: Lots 24 to 26, DREAMWOLD SUDIVSION, according to the Plat Thereof, as recorded in Plat Book 4 Page 99, of the Public Records of Seminole County, Florida. See Exhibit "A") c). Water services are available for the property that is being annexed by means of this Ordinance. Sewer services are not available at this time to the subject property. The property owner of the annexed property fully understands that all of the costs of routing and installing all utility services to the annexed property and the obligation to pay any and all applicable fees in any way relating to connection to, and provision of services by, the City's utility systems shall be borne totally by the property owner. Section 2. Effect of Annexation. Upon this Ordinance becoming effective, the property owner of the said property shall be entitled to all the rights and privileges and immunities as are from time -to -time granted to property owner of the City of Sanford, Florida as further provided in Chapter 171, Florida Statutes, and shall further be subject to the responsibilities of ownership as may from time -to -time be determined by the governing authority of the City of Sanford, Florida and the provisions of said Chapter 171, Florida Statutes. Section 3. Administrative Actions. a). Within seven (7) days of the adoption of this Ordinance, the City Clerk shall file a copy of said Ordinance with the Clerk of the Court (Land Records/Recording), with the Chief Administrative Officer of Seminole County (the County Manager), with the Florida Department of State, and with such other agencies and entities as may be required by law or otherwise desirable. 3 1 P a g e b). The City Manager, or designees within City management staff, shall ensure that the property annexed by this Ordinance is incorporated into the City of Sanford Comprehensive Plan and the Official Zoning Map of the City of Sanford in an expeditious manner. Section 4. Conflicts. All ordinances or part of ordinances in conflict with this Ordinance are hereby repealed. Section S. Severability. If any section, sentence, phrase, word, or portion of this Ordinance is determined to be invalid, unlawful or unconstitutional, said determination shall not be held to invalidate or impair the validity, force or effect of any other section, sentence, phrase, word, or portion of this Ordinance not otherwise to be invalid, unlawful, or unconstitutional. Section 6. Codification. The provisions of this Ordinance shall not be codified, but the annexed property shall be incorporated and included in all appropriate maps of the City Limits of the City of Sanford by the City Manager, or designee(s), and the City Manager, or designee(s), is/are hereby directed to take any and all appropriate actions relative to the land use planning documents of the City pertaining to the property annexed pursuant to this Ordinance. Section 7. Effective Date. This Ordinance shall take effect immediately upon passage and adoption. Attest: Passed and adopted this 141h day of April, 2014. City Commission of the City of Sanford, Florid oltll Cynthia Porter, City Clerk Jeff Trip For use and reliance of the Sanford City Commission only. Approved as to form and legality. 4Page CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION p0/7 Application o: (q - b Documented Construction Value: $ io2- r Job Address: -t-i W. 266-M Historic District: Yes No Parcel ID: 01-24-30-56LttL1000- 02If0 Zoning: Description of Work: Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name QPhone: Street: t Resident of property? City, State Zip: 1. AM) Contractor Information y Name % /C Phone: 47, '!' Ia00 Street: 7W 5 6 4e.40L-Ir Fax: Zgs-, enn 00City, State Zip: Qom'/8j0 State License No.: (1 I Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Architect/ Englneer Information Phone: Fax: E- mail' Mortgage Lender: Address: PERMIT INFORMATION Construction Type: /y 00 No. of Stories: Flood Zone: Plumbing X New Construction - No. of Fixtures Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: S Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. t WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will 1, applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: ll Date Print Contractor/Agent's Name LalqgSitureofNotary -State F rids Date JENNA L. HARGER NOTARY PUBLIC t STATE OF FLORIDA Comm EE224453 Expires 9/26/2016 UTILITIES: FIRE: Contractor/Agent is i/Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, IqSeminole County, Winter Springs Date: eIherebynameandappoint: an agent of: of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 1!1 The specific permit and application for work located at: zo Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number Signature of License F STATE OF FLOFUDA COUNTY OF The foregoing instrument was ackn wI dged before me this. 20q, by S . to me or who has produced identification and who did (did not) take an oath. I na ure Notary Seal) Pri or type name Rev. 08.12) day of J4449., , who is personally known Notary Public - State of +-- Commission No. JENNA L. HARGER My Commission Expires: TARY PUBLIC 4r STATE OF FLORIDAVComm# EE224453 E plrea 9/26/2016 as THIS INSTRUM"T PREPARED BY: Name: Address: 4 -- .:., NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 14-807 Parcel ID Number: MARYANNE MURSE, SEMINULE COUNTY CLERK OF CIRCUIT COURT & COMPTNUIIER BK 00227 Pg 0694; 11pg) CLERK'S # 20140aa701 WFC11141" 03/17/2014 19:33321 PM RE011 ))1N13 FFFY 10,00 0WNW4,111649EVRWa111 OI -, 2p 3o -504 - IOoO - L%---2'i G The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 1019 W 25th St., Sanford, FL GENERAL DESCRIPTION OF IMPROVEMENT: New Single Family Residence OWNER INFORMATION: Name: Operation Finally Home Address: 1659 St Hwy 46 W #115-606, New Braunfels, TX 78132 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Verde Construction Managers, LLC Address: 976 Lake Baldwin Ln., Suite 102, Orlando, FL 32814 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Master Custom Builders Council Aft: Pam Address: P.O. Box 536732 Orlando, FL 32853-6732 In addition to himself, Owner Designates Pam of Master Custom Builders Council To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. n { `._ L)- , (.,', J t ` t ,{,'] 11: V t l h T 2=- . ,. !'l S lti..•t.t.+ h 11 l i S-' ice' , li. . 'Z^7 i i. V Florida Statute 713 13(i)(g). "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of I. V )(Ax_ County of _1 nm iad ++ I The foregoing Instrument was acknowledged before me thisdayof l n 20 by 1 Who Is personally known to me me of person making stet ant OR who has produced Identification type of Identification produced: r BRITTNEY NICOLE BENNETT My Commission Expires September 9, 2015 Notary Signature T E Vi tt' LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: February 20, 2014 1 hereby name and appoint: _Walter A Rey an agent of:Verde Construction Managers, LLC t (Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): x The specific permit and application for work located at: 1019 W 25th St., Sanford, FL Street Address) Expiration Date for This Limited Power of Attorney:12/31/2014 License Holder Name: Eric D Rey State License Number: CGC 1518610 Signature of License Holder: STATE OF FLORIDA COUNTY OF The fore oing instrument was acknowled edbefore-me"this -' day of 200 / , by '4 c" C /a who is personally known to me orLi-who has produced identification and who did (did not) take an oath. A0 .'r Signa e Notary Seal) i' ` X I Print or type name A. M. HITT Notary Public - State of MY coN tISSION Y DD9%273 EMMES: May 27, 2014 Commission No. .a ,.N.—myDt.—QC- My Commission Expires: Rev. 08.12) as SEMINOLE COUNTY, ENGINEERING DIVISION CONSTRUCTION APPLICATION / PERMIT DIRECTIONS: Legibly complete application as required. Submit this 4-page form with 2-sets of detailed construction plans. See conditions on reverse of this permit. For assistance, contact the Seminole County Engineer. Sectionection I APPLICANT INFORMATION r I Applicant's Name: '^, t t li'1eFirm/[Jtility Address: i" ' e,4 y (a. ! 115 -604 Phone Number: A rlv f '% Z 24/7 Emergency Number: Section II PROJECT INFORMATION RIGHT-OF-WAY CONSTRUCTION — EASEMENT CONSTRUCTION — 411 construction activity,within Seminole County Public Rights-of-Way/Easements that require an M.O.T., excavation, restoration or system upgrade/repair). LOCATION OF PROPOSED CONSTRUCTION: n i 1,A t 7 6' M 15-+r ems, l +YZ Section L) t Township • -70 Range 3 DESCRIPTION OF PROPOSED CONSTRUCTION: Bore - County Paved /Stabilized Roadway Open Cut - County Paved /. Stabilized Roadway Bore & Jack Total No. Paved Total No. ' Directional Bore Total No. Stabilized Total No. Pole Installations Total No. Poles Used/Upgrade' Total No. Emergency Repairs — Trench Lf. Width Ft. Road/Lane/Sidewalk Closeure — Landscaping / Irrigation — Block/ Impede Pedestrian Traffic (Note: Ifpedestrian traffic is affected within a 2 mile radius ofa school, applicant agrees to coordinate wit school officials) — ! i 1 DESCRIBE - OTHER CONSTRUCTI N: ( .R STrat! .. ' sC 0 6 7;" lrl' tD rt>od Cr-,'G r f , : ; r fi : ,} ` illnA Ej ( w , i Section III LOCATION OF EXISTING UTILITIES Call Sunshine State one call of F_lorida4q-432-4770 prior to construction. Applicant agrees all,existing utilities/facilitiek shall be to ted, ,exposed and,yerified prior to construction — Section IV MAINTENANCE OF TRAFFIC This permit does not include M.O.T. approval. $ee4condition 6 on the reverse of this permit. Section V NOTICE OF CONSTRUCTION THE SEMINOLE COUNTYENGINEER MUST hE CONTACTED A MINIMUM OF 24 HOURS AND A MAXIMUM OF 48HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. CALL 407-665-7409 Section VI ENGINEERING/CONTRACTOR AND/OR OWNER AUTHORIZED AGENT SIGNATURES I/We Represent That The Above Statements And The Information, 'Statements And Presentations On Materials Submitted Herewith Is True. I/We Are Providing These Matters To 'Induce Seminole°County To Issue A ' Construction Permit. I/.We Agree With All osed By Seminole County. Conditions Impr ~ TITLE Date: Signature , t' J ,-" ENGINEER/CONTRACTOR TITLE Ti e r+ Date: / tJ . /, t 4- Signa'tvre ` OWNER/ AUTHORIZED AGENT SECTION VII PERMIT ACTION APPROVED — APPROVED WITH SPECIFIC CONDITIONS — DENIED — ACT .)t,- L. t7 1Cf fE. IAc r tf. , i No Attachments - PERMIT NUMBER. FEE: APPROVAL DATE: 7 l i•o • / - ., EXPIRATION DATE:, APPLICATION APPROVED BY: ( For. the County Engineer) Section VIII INSPECTION RECORD CONSTRUCTION START DATE:' / / COMMENTS: CONSTRUCTION COMPLETION DATE: / / INSPECTOR: INSPECTOR: 0 White — Project File Yellow — Finance File'-..,,__ Pink — Inspection File Gold — Applicant City of Sanford Residential Permit Application Guidelines J " z All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Completed and signed Right -of -Way Utilization Type I Permit Application. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). ok4e' Approval letter from sanitary sewer provider (if other than the City of Sanford). M4,2 Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department (if applicable). An Seminole County Impact Fee Statement (multi -family only). 0"' Five (5) sets signed and sealed building construction plans. ET"' Two (2) signed and sealed site / plot plans. Fe' f Two (2) sets signed and sealed floor and roof truss engineering. bit Two (2) copies of completed and signed Statewide Product Approval Specification Form. 4a" Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. Two (2) copies of completed and signed energy and equipment sizing calculations. THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN / PLOT PLAN Lot number Address / Legal Description Setback lines from principle structure and any accessory structures to property boundary (minimum of eight; two on each side) Primary building setback lines/envelope A/C unit locations with setback from property line Survey type Existing easements: drainage, utility, etc. Building separations, if applicable Location of septic systems Flood zone reflecting current FEMA map revision date Lot grading type (A,B,C, etc.) Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A and B lots) Lot corner elevations and break point elevations Drainage swales (if applicable) with profile view Proposed finished floor elevation BUILDING PLAN Construction documents shall indicate code edition being applied Revised: November 2013 Page l of 5 Residential Permit Application Checklist Construction type Plans to minimum 1 /8" scale Designer information: name, address, registration #, seal and signature on all pages Page size minimum 22" x 34" All pages numbered and labeled ' Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (residential) Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary FLOOR PLAN Building area tabulation Room size Corridors Stair location/guardrails Safety glass locations Egress door and emergency escape windows sizes and location Stairs construction requirements Special column/post anchorage Interior load bearing wall locations Shear walls Down cells Lintel schedule Attic access Accessibility restroom (door) location Fire resistant assemblies Identify options to be used FOUNDATION / SLAB Filled cells with reinforcement locations Footer denotation/details Footers minimum 12" below grade Interior bearing walls/pads Porch pads/footers Brick ledge detail Slab thickness/steel/fiber mesh Vapor barrier/termite treatment type Reinforcing steel over lap Relieving arch steel at pipe penetrations All wood minimum 6" above grade Crawl space ventilation Termite shields ELECTRICAL Service riser diagram Electrical load calculations Revised: November 2013 Page 2 of 5 Residential Permit Application Checklist Bonding/Grounding to foundation steel Service location Panel locations Receptacle lay out GFCI protection AFCI protection Tamper resistant outlets Ceiling fans Outdoor receptacles Disconnecting means Switches/lights Smoke/CO alarm locations hard wired, interconnected and battery backup ELEVATION (front, rear and side views) Attic ventilation Roof pitch Roofing material Exterior finish/stucco thickness Heightibearing elevations Window and door opening locations Chimney location/height MECHANICAL Equipment location Anchorage for condenser Protection in garage locations Clearances at equipment Structural detail for air handler in attic Room ventilation Duct layout (usually in energy calculations) R-value of ducts CFM's Balanced return/ducted, transfer ducts or grilles Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air Energy calculations with equipment sizing calculations Skylights PLUMBING ' Plumbing waste riser diagram Water heater location Fixture location FUEL GAS BTUs each outlet and total BTUs Pipe type and total length LP regulator and model type Combustion air vents Location of equipment Venting Gas Type Revised: November 2013 Page 3 of 5 Residential Permit Application Checklist Gas Pressure Gas piping riser ROOF TRUSS LAY OUT Truss I. D. #s Layout Signed/Sealed truss engineering package Strapping/fasteners DETAIL SHEETS OR NOTES Footings Beam to wall and/or post attachments Post/column and beam construction Interior bearing walls Stairs section Chimney construction Dormer construction Floor framing Entry construction Arched windows Bay windows Frame to block connections Knee wall construction Sky light framing Top plate splicing requirements Steel requirements (footer, lintel, vertical pour) Grade Over lap Veneer Shear wall locations and construction Connectors Fasteners Roof sheathing & diaphragms Fasteners Blocking Wall and gable sheathing fastening Gable end, frame and block, vaulted and flat Conventionally framed roof members Glass block Bearing opening strapping/anchorage Bearing/non-bearing wall detail Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly Garage and swing door buck fastening Ceiling diaphragms Blocking Any conventional framing MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Roofing installation instructions & compliance with ASTM standards Revised: November 2013 Page 4 of 5 Residential Permit Apphcahon Checklist Window and mullion installation instructions Garage door, sliding glass door and swing door installation instructions Siding installation instructions Soffit installation instructions Glass block installation instructions Engineered lumber products installation instructions PRODUCT APPROVAL Completed Product Approval specification sheet FS 553.842, FAC 61 G20-3 These guidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Revised: November 2013 Page 5 of 5 Residential Permit Application Checklist SCPA Parcel View: 01-20-30-504-1000-0240 Page 1 of 2 D~, d-"Vla«.. CIRA PROPERTY APPRAISER SEMVIDLE COUNTY. FLOMA Back L Save Layout LReset t Parcel. 01-20-30-SO4-1000-0240 Property Record Card Parcel: 01-20-30-504-1000-0240 Owner: OPERATION FINALLY HOME Property Address: 1019 W 25TH ST SANFORD, FL 32773 New Search Property Address: 1019 W 2 5TH ST Owner: OPERATION FINALLY HOME Mailing: 1659 ST HWY 46 W #1 1 5-606 NEW BRAUNFELS, TX 78132 Subdivision Name: DREAMWOLD Tax District: 01-COUNTY-TX DIST 1 Exemptions: DOR Use Code: 00-VACANT RESIDENTIAL I I r 22 I 2 24 i 25 ' 26 i I I i I 27 1 28 l rial Both Footprint + - ExtentsMapAeCenter Larger Map I I Advanced Map Dual Map View - External Value Summary 2014 Working 2013 Certified Values Values Valuation Cost/ Market Cost/Marke Method Number of 0 Buildings Depreciated Bldg Value Depreciated EXFT Value Land Value S29, 925 S29,92 Market) Land Value Ag Just/ Market 29, 925 29,921 Value " Portability Adj Save Our Homes SO Sc Adj Amendment 1 0 Sc Adj Assessed Valuel S29,925 S29,921 Tax Amount without SOH: S( 2013 Tax Bill Amount S( Tax Estimator Save Our Homes Savings. S( Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOTS 24 TO 26 BLK 10 DREAMWOLD PB 4 PG 99 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund S29,92S SO S29,921 Schools S29,925 SO 29,92! Fire S29,925 SO S29,921 Road District S29,925 Sol S29,921 SJWM( SaintJohns Water Management) S29,92S Sol S29,921 County Bonds S29,925 Sol S29,921 Sales Deed Date Book Page Amount Vac/Imp Qualified SPECIAL WARRANTY DEED 08/201 3 08123 0678 S100 Improved Nc SPECIAL WARRANTY DEED 05/2010 07384 QM S27,000 Improved Nc CERTIFICATE OF TITLE 04/2010 OZ372 1 1 200 Improved Nc http:// scpafl.org/ParcelDetails.aspx?PID=01-20-30-504-1000-0240 2/10/2014 SCPA Parcel View: 01-20-30-504-1000-0240 Page 2 of 2 WARRANTY DEED 0212007 06675 18681 S120,000 Improved Ye! CORRECTIVE DEED 01/2007 06675 1856 S100 Improved Nc WARRANTY DEED 1012000 03947 2942 S18,100 Improved Nc QUIT CLAIM DEED 09/1998 03503 1053 S100 Improved Nc WARRANTY DEED 11/19781 aLMI1030 S5,0001 Improvedi Nc Find Comoarable Sales within this Subdivision Land Method I Frontage I Depth I Units I Unit Price I Land Value FRONT FOOT & DEPTHI 1801 1301 0001 175.001 S29,921 Building Information Description Year Built Fixtures Base Total Living Ext Adj Repi Appendages Actual/Effective Area SF SF Wall Value Value Description : Area Permits Permit # Type Agency Amount CO Date Permit Date 03114 Addition - Residential County S2,679 04/25/2011 02499 Miscellaneous County S2,400 03/13/200i Extra Features Description Year Bit Units Value Cost New FTBackSave Layout Reset Layout New Search http:// scpafl.org/ParcelDetails.aspx?PID=01-20-30-504-1000-0240 2/10/2014 FEB 10 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 10 ]q 0, .. -n t/, Historic District: Yes No Parcel ID: ('; 0 Zoning: Description of Work: 11 1O_. Acllia. Plan Review Contact Person: Phone: LJO 7 ( J Fax: Title: E-mail: A-11 r6 r 6 jllq '!. L n j' Property Owner Information . 1)Phone: ay ya) yNamerI Street: E, 1S'CCE Resident of property? : do City, State Zip: 1i,". ccc; a, ; I Z?13 a Contractor Information Name p &( 446? N Phone: Street: l l! - 4. / 0 of Fax: City, State Zip: r r1ar, d . L 3 F 7 State License No.: L 6; L Name: Street: City, S1 Bondin Address: ' Building Permit '` r Square Footage: q No. of Dwelling Units: Electrical New Service — No. of AMPS: Information h jPhone: 707 . / -, Fax: E- mail: r 4 ,//,• c lortgage Lender: Address: PERMIT INFORMATION Construction Type: 9gLk- No. of Stories: Flood Zone: /Ur7 Plumbing New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Operation Home Finally) PROPERTY ADDRESS: 1019 W 25th St Sanford, FL 32773 LOT: 24-26 PROPERTY ID (): 01-20-30-504-1000-0240 BLOCK: SUBDIVISION: Dreamwold SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] OR TAX ID NUMBER] PERMIT #: 59-S2-1497539 APPLICATION (f : AN1121695 DATE PAID: FEE PAID: RECEIPT (): DOCUMENT x: PR918201 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 1,050 ] GALLONS / GPD NEW SEPTIC TANK CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 300 ] GALLONS DOSING TANK CAPACITY [ 67.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 500 ] SQUARE FEET NEW DRAINFIELD SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [g] MOUND [ ] I CONFIGURATION: [x] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: nail w/disk base of power pole right property corner I ELEVATION OF PROPOSED SYSTEM SITE [ 6.00 ]I INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 2 00 ]I INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [26.001 INCHES EXCAVATION REQUIRED: [ 60.00] INCHES 0 T H E R IIS PERMIT MAY BE USED TO PULL A BUILDING PERMIT. PERMITTING NEW CONSTRUCTION FOR A 3 DROOM RESIDENCE WITH 2496 SQ FT OF BUILDING/LIVING AREA. INSTALL 667 SQ FT IN BED FORMATION 2 500 SQ FT IN TRENCH FORMATION. The system is sized for 3 bedrooms with a maximum Occupancy of 6 rsons (2 per bedroom), for a total estimated flow of 400 gpd. Performing Lift Dosing. imps must be certified as suitable for distributing sewage effluent. The licensed contractor installing the system is aponsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(f), FAC. No portion of system n be placed in easement. (Comments Continued on Page 2.) SPECIFICATIONS BY: SCOTT M FRANZ APPROVED BY: TITLE: Soil Scientist TITLE: Environmental Manager Nancy SmLth DATE ISSUED: 10/01/2013 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Seminole CHD EXPIRATION DATE: 04/01/2015 Page 1 of 3 v 1.1.4 AP1121695 SE909103 DOCUMENT g, PR918201 Per 64E-6.013, F.A.C. use category 3 tank, if more than 18 inches of cover use category 4, more than 8" of cover over any tank requires addition of riser. Requires 4ft shoulders with 2:1 or 3:1 slopes, remove "o" horizon from beneath shoulders and side slope areas. Audio and visual alarms must be installed and working for final inspection. Mound can not cause flooding onto adjacent properties. INSTALL AN APPROVED OUTLET FILTER IN TANK. Inspection by Health Dept. is required, contact inspection line 407-665-3239. Please be aware that your permit meets all state requirements but may not meet the requirements for the county or city where your project is located. It is your obligation to follow up with local or county departments BEFORE commencing your project. The Seminole County Health Department is not liable for losses you incur for failure to comply with the rules and regulations of other agencies. NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. Revision-< ! City of Sanford Response to Comments JUL 312014 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 . Email: building@sanfordfl.gov Permit # 1 H - R o -1 Project Address: 1 0 ,' ( u-) Contact: (. N U Ph: q0q- 3-0-9g0 Email: Trades encompassed in revision: uilding Plumbing Electrical Mechanical Life Safety Waste Water Department Submittal Date Fax: General description of revision: ROUTING INFORMATION Approvals Utilities Waste Water Planning Engineering Fire Prevention Building z Application No: Lf o o l Job Address: Parcel ID: I Description of Work:, Plan Review Contact Person: Phone: Name Street: City, State Zip: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: S Historic District: Yes No Zoning: Title: Fax: E-mail: Property Owner Information Phone: Resident of property? Contractor Information Name j,Ll F-111'- ` I ^( J Phone: '-K ) / .".'' - Ill 0 r Street: ,9] i [lCjCi lnu Fax: 4401,BS - 1 L_ City, State Zip: i1z F I 1 State License No.:]1. Architect/Engineer Information Name: -Phone: Street: Fax: City, St, Zip: E-mail: r -- - - Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical 11 (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or -installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, be applied to your permit fees when the permit is released. _ A Signature of owner/Agent Date Signature Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: 11 Print Cont ctor/Agdnnt's- N-amc un,q V PY4 ; MICHELLE SODOSKI Notary Public - Stale of Florida My Comm. Expires Jan 26, 2018 Commission +1 FF 076322 Date Contractor/Agent is personally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: FIRE: BUILDING: Rev 11.08 CITY OF SANFORD -]BUILDING PERMIT CARD PERMIT NO. 17 - ISSUE DATE: L,&5, I I • I `P CONTRACTOR: JOB ADDRESS: Y h Swim TYPE OF WORK: Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING ELECTRICAL INSPECTION 7-1PE APPROVED REJECTED INSPECTOR INSPECTION TYPE APPROVED REJECTED INSPECTOR STAKEOUT TEMPORARY SERVICE/T-POLE FOOTER/SETBACK LINDER SLAB ROUGH STEMWALL UNDER GROUND ROUGH SLAB / MONO SLAB ROUGH ELECTRIC LINTEL T.U.G. / PRE POWER SHEATHING ELECTRIC WALL ROUGH FRAMMING ELECTRIC CEILING ROUGH INSULATION FINAL ELECTRIC GYPSUM BOARD LOW VOLTAGE METAL BASE LATH INSPECTION TYPE APPROVED REJECTED INSPECTOR FIREWALL SCREW LOW VOLTAGE- ROUGH ABOVE CEILING GRID LOW VOLTAGE FINAL FINAL WINDOW MECHANICAL FINAL DOOR INSPECTION TYPE APPROVED REJECTED INSPECTOR FINAL BUILDING ROUGH MECHANICAL PLUMBING MECHANICAL CEILING ROUGH INSPECTION TYPE APPROVED REJECTED INSPECTOR INSULATION WRAP GAS ROUGH PIPING GREASE DUCT ROUGH / LIGHT GAS ROUGH PIPING FINAL GREASE DUCT WRAP GAS FINAL FIRE DAMPER ANNULAR SPACE ROUGH PLUMBING FIRE DAMPER FRAMING 2ND ROUGH PLUMBING FIRE DAMPER ANGLE TUB SET FINAL MECHANICAL SEWER ROOF FINAL PLUMBING INSPECTION TYPE APPROVED REJECTED INSPECTOR MISCELLANEOUS IN -PROGRESS / DRY IN INSPECTION TYPE APPROVED REJECTED INSPECTOR FINAL ROOF DRIVEWAY/CURBCUT GREASE TRAP/CROSS CONNECTIONISEWER WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 FBC105.3.3 f DEL -AIR ELECTRICAL SERVICES Fax 531 Codisco Way Sanford, Florida 32771 Phone (407) 333-2665 Fax (407) 585-1002 Phone: Date: Re: ' _ - cc: Urgent For Review Please Comment Please Reply Please Recycle r ELECTRICCAL 1 y IVED FEB 10 2014 ' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No. Documented Construction Value: $ /C6 C0 Job Address: In q (c, c .. t Historic District: Yes No Parcel ID: (`; lCC10_0 i yC Zoning: Description of Work: I Plan Review Contact Person: Phone: (i7 6 3y6) Fax: Title: E-mail: 'JU1 ('E r 6 'Alq '!• L O/'i) j' . Property Owner Informations Name ° ra. lor) tv'ru lv © '// Phone: G y, any Yd Street: S } t A E, x%• a Resident of property? City, State Zip: i e,w) &4nlk 703( Contractor Information // Name p L' a c / Phone: `1/ 4 -39S Street: 7 II , l tG• % U o Fax: > City, State Zip: d a, d . _'L .3 X/ 7 State License No.: C_6 L rchitec/ t//Engi{{n e er Information Name: ©/ r i } //// n Y,/ hs Phone: 727 Street: 1"a; f n Fax: City, St, Zip: ( czc E-mail: y Cl Bonding Company: Mortgage Lender: Address: Address: i+ Y..`san`4YY ..ft..M.w.I...J...i/aaM T. rKx. m1 %: Z4r PERMIT INFORMATION Building Permitj 000 }•' r'10S °V"`may Square Footage: +- Construction Type: No. of Stories No. of Dwelling Units: 1 Flood Zone: Electrical New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST .INSPECTIONS 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. The City of Sanford'requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we'reserve the right to calculate the plan review' fee based on past permit activity levels. Should calculated car es exceed the documented construction value when the executed contract is submitted, credit will be ap ieto your permit fees when the permit is released. Signature of owner/Agent, Date l Print Owner/Agent's Name Signature of Notary -State of Florida Date t Owner/Agent is Personally Known to Me or Produced ID Type of ID I t APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: 14 Agent s N rlA01l.4(', o; -IQ.C) of Notary -State of Florida Date . MY COMMISSION ! EE 159467 P EXPIRES: Mardi 23, 2016 Rf IS Banded TWu Nday N* UrMawtkat+'+ Cobuildtily [own to Me or Produced ID Type of ID'' F-t C_ WASTE WATER: BUILDING: Rev 11.08 CITY OF SANFORD - BUILDING PERMIT CARD JOB ADDRESS: L D ,.2.1 w a s t h s t- TYPE OF WORK: f) &,v S /F - ai to4i Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved1.0Permit expires 6 months from date of issue or last approved inspectio PROTECT FROM WEATHER BUILDING ELECTRICAL INSPECTION TYPE APPROVED REJECTED INSPECTOR INSPECTION TYPE APPROVED REJECTED INSPECTOR STAKEOUT TEMPORARY SERVICE/T-POLE FOOTER/SETBACK UNDER SLAB ROUGH STEMWALL UNDER GROUND ROUGH SLAB / MONO SLAB ROUGH ELECTRIC LINTEL T.U.G. / PRE POWER SHEATHING ELECTRIC WALL ROUGH FRAMING ELECTRIC CEILING ROUGH INSULATION FINAL ELECTRIC GYPSUM BOARD LOW VOLTAGE METAL BASE LATH INSPECTION TYPE APPROVED REJECTED INSPECTOR FIREWALL SCREW LOW VOLTAGE ROUGH ABOVE CEILING GRID LOW VOLTAGE FINAL FINAL WINDOW MECHANICAL FINAL DOOR INSPECTION TYPE APPROVED REJECTED INSPECTOR FINAL BUILDING ROUGH MECHANICAL PLUMBING MECHANICAL CEILING ROUGH INSPECTION TYPE APPROVED REJECTED INSPECTOR INSULATION WRAP GAS ROUGH PIPING GREASE DUCT ROUGH / LIGHT GAS ROUGH PIPING FINAL GREASE DUCT WRAP GAS FINAL FIRE DAMPER ANNULAR SPACE ROUGH PLUMBING FIRE DAMPER FRAMING 2ND ROUGH PLUMBING FIRE DAMPER ANGLE TUB SET FINAL MECHANICAL SEWER ROOF FINAL PLUMBING INSPECTION TYPE APPROVED REJECTED INSPECTOR MISCELLANEOUS IN -PROGRESS / DRY IN INSPECTION TYPE APPROVED REJECTED INSPECTOR FINAL ROOF DRIVEWAY/CURBCUT GREASE TRAP/CROSS CONNECTION/SEWER WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 FBC105.3.3 PTO SCHEDULE AN INSPECTION: Dial407.688.5151 ` f Provide the items requested during the message The type of inspection requested must be scheduled under the appropriate permit type Follow the prompts PLEASE NOTE: Jnspections scheduled by 3:30 p.m. will be conducted the next business day. If you experience difficulty, please call 407-688.5150 Monday - Thursday 7:30 am - 5:30 pm for assistance. AUTOMATED INSPECTION SYSTEM CODES BUILDING ELECTRICAL Stakeout Temporary Service (T-Pole) Footer & Setback Under Slab Rough Stemwall Under Ground Rough Slab / Mono Slab Electric Rough Lintel T.U.G. Sheathing Pre -Power (for Commercial, see Fire) Framing Electric Wall Rough Insulation Electric Ceiling Rough Gypsum Board (non -rated walls) Electric Final Metal Base Lath Firewall Screw (rated walls) LOW VOLTAGE Building Above Ceiling Grid Low Voltage Rough Building Tie -Down Low Voltage Final ROOFPre -Demolition Final Demolition In -Progress / Dry In Final SFR Final Roof Final Commercial - Addition / Alteration Final Commercial - New Construction MECHANICAL Final Duplex Mechanical Rough Final Building - Other Mechanical Ceiling Rough Insulation Wrap Grease Duct Rough / LightPLUMBING Gas Rough Piping Grease Duct Wrap Gas Rough Piping Final Mechanical Fire Damper Annular Space Gas Final Mechanical Fire Damper Framing Plumbing Rough Mechanical Fire Damper Angle Plumbing 2nd Rough Mechanical Final Plumbing Tub Set Steam /Chill Water Rough Plumbing Sewer Pipe Insulation Grease Trap Rough Rain Leader Rough Steam / Chill Water Rough Plumbing Final Medical Gas Rough Medical Gas Final Pipe Insulation REVISED: August 2013 REQUEST FOR PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Santorel, Seminole County, Winter Springs Date: ProjectName:_ 10 Project Address:W Building Permit #: `7` ar' {: Electrical Permit # In cdnsideration for authorizing the appropriate utility company to energize the facility, %ye agree with and understand the following: I 1. The facility will not be Occupied until a certificate of occupancy has been issued. 2. If the j urisdiction hereafler,finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction.cxercise such right, the jurisdiction will not be,responsible for any damages or costs which may result from the exercise of such right. Also, in -the event any third party claims damages from the exercise of such right, we agree to jointly and individually indefni fy and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area"designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable,, if electrical panels are in an area that cannot be locked by doors, the patiels shall be equipped with a locking mechanists (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. b. if provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 7. Check, with the local jurisdiction for fees associated with pre -power. Print Name of,Ownerfrenant Signature of OwneriTenant JURISDICTION EMPLOYEE NAME: JURISDICTION: c;C- Wgnature of Gen. CbAtractor iAE Gen. Contractor License # CALLED INTO: a Duke Energy t_-i Florida Power and bight on / Rev. 2/27/14) Print Name of El. Contractor Signature of El. Contractor El. Contractor License # REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Project Name: .E Project Address: Building Permit #: / yT c 4 Electrical Permit # LY Q0 7 In consideration for authorizing.the appropriate utility company to energize the, facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If -the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should.the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the,exercise of such right. Also, in the event any third party claims'damages from the exercise of such right, we agree to jointly and individually. indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in.the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped With a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local. AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of.approval. 7. Check with the local jurisdiction for fees associated with pre -power. U .1 C u : X) 5•: : rr= Print Name of Owner/Tenant Print Name of Gen. Contractor Signature of Owner/Tenant Signature of Gen. Contractor JURISDICTION EMPLOYEE NAME: JURISDICTION: Gen. Contractor License # Print Name of El. Contractor Sipriature of El. Contractor C / Soo 37/ 5- El. Contractor License # CALLED INTO: Rev. 3/27/07) o Progress Energy .o Florida Power and Light on 1 REQUEST FOR PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date:_ Project Nanic: R- + u. Ej ;v n_:.. Project Address: ; d -i w. Building Pen -nit #: / y " ? Electrical Penlrit In consideration 1br• authorizing the appropriate utility company to energize the facility, vve agree with'and understand the following: l . The facility will not be'occupied until a certificate of occupancy has been issued. 2. if the jurisdiction hereafter rinds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result 1'rortt the e\erCISe of such right. Also, in the.event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shalt be complete and in safe order. All electrical services associated with the area 'vi 11 be 100% complete unless speci fical ly approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AM). The licensed electrical contractor or his licensed representative shall, hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are sate. 5. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 6. 1i'provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 7. Check with the local jurisdiction for fees associated with pre -power. Print Najne; f Owner/Tenant Print Name of Gcn. Contractor Print Name of El. Contractor 1. .;• .. _ _ _ Signature o Owner;Tenant Signature of Gen. Contractor Signature of CI. Contractor Gen. Contractor License # 61. Contractor License JURISD1C T10N f•:NIPLOYI E; NAiV E:— JURISDICTION: CALLED INTO: o Duke Energy - Florida Power and'Li;ht on `- Rev. 2, 27! 14 ) DESIGNER: SAW -CUT CONTROL JT THIN 12 HNS MAIL - FILL ELAST0MERIC JT FILLER 0 UNCOVERED SLABS DEPTH 'd, SEE PLAN c 1" DEEP SAW-C1JT FOR SLAB 71-0CIQiESS e T/SLAB COMPACTED SUBGRADE CONSTRUCTION JT W/ FORMED METAL KEYWAY STOP MESH ES OF JT) 11 TYP SLAB CONST/CONTROL JT DET 54 3/4'=1'-O' ONE TINIER BAR N YAS(YRY \ OUTSIDE CORNER BAF SIZE k NO AS HORIZ CORNERS INTERSECTIONS TYP HORIZ REINF IN 5 BMS, WALLS AND FTGS 54 3/4'=1'-0' SIMPSON META1ION2G CONT 2, BLOC TRUSS BRG BEAM GROUTED SOW 12 6F PRE-ENGINEERED WOOD TRU S 6 SEE ARA CIT, Aa / 3 AT 4e'OC VERT I — MASONRY BEAU, SEE PLAN g TRUSS BRG AT MB-1 54 3/4•=1'-0' I 15/ 32-, 32/16 SPAN RATING EXPOSURE 1 APA RATED SHEATHING UNO. ATTAR ./ ad 0 12" OC AND 6' l)C 0 PANEL EDGES 1- 05 CONT — IN ( ROUT FILLED B0ND BEAM TIE BM, --- SEERAN2. 6 13LOOONG j2}- 16d TYP) I (5)- 16d GABLE 2 7RUS5 ENO 1 (MI AX2xGBRACESEE RAN 5)- 10d I FOR SPACI G I 2} 16e WOOD IN TRUSS 1- 05 CONT SEE PLAN T/ SLAB 1._ r, COMPACTED SUBGRADE FTG BELOW 6 3 SEE DETAIL 3/S4 WHEN FTC BELOW e' 2 TYP THICKENED SLAB EDGE DET 54 3/4"=1'-O' 6' MAIL 1- 014 CONT SEF ARCH SUBGRADE TYP THICKENED 3 r31 SLAB EDGE AT FOOTING 54 3/4'-1'-0' VERT REINF N GROUT FILLED k ATCHINGOW- SEE HORIZ JT REINF 0 16' OC HORIZ JT REINF 0 16' OC PLAN FOR LOCATIONS II CUT OUT FACE SHELL OF BLK FOR CLEAN -GILT INSPECTION HOLE JT MATEIM SEE ARCH\ 1-#5 CONT OONC SLAB, SEE PLAN GRADE T/gAgALL OWLS TO BE TIED COMPACTED SIJBGRADE IN PLACE BEFORE ALL DALE TO BE TIED PLACING CONC IN PLACE BEFORE a PLACING CONC NF-I 33 O 2-/ 5xCONi i, SEE PLAN 2- j5xCONT T/ FTG 3" GLR PROVIDE STL PIPE SLEEVE Q3" AT ALL MEW PIPE THRU WALL, DROP FTG AS REDD. CONTR COORDINATE. DO NOT EXCAVATE UNDER EXIST FM INSTALL PWM13 EXT BLK WALL AT FTG (ALT) 54 / 3/4'=1'-O' 12 6 F CONT b BLOCKING SIMPSON DSSP (TYP) SEE PLAN\ Y TR1155 BRG 2. 4 DOUBLE TOP PL PRE- ENGINEERED WOOD TRUSS. SEE ARC HURRICANE CUP ANCHOR SIMPSON H3 OR EO TIP EITHER SIDE OF WALL) 24 STUD WALL 10 TRUSS BRG AT STUD WALL Za4 BLOCKING BOTTOM WORD. SEE NOTE MT-9. Tw N " H5' ./ (e)-ed PT F CONT LAYERS 15/ FELT N WOOD k CONC 16d 0 24" OC J 1/204 LG AB 0 24'OC 12 GABLE END WALL BRACING 54 3/4'-1'-0' 1/ 2•0 R e' LG - ANCHOR BOLT AT 4e' OC MAX M Rn VERT REINF IN GROUT n ED CELL ./ LAP 0 T/SLAB k WATCHING OWL, SEE PLAN FOR LOCATONS OUT OUT FACE SHELL OF BLX FOR CLEAN -OUT INSPECTION HOLE T/ SLAB COMPACTED 1 33 SUBGRADE PLAN of T/ FTG 7 INT BLK WALL AT FTG 54 3/4'=i'-O' WOOD TRUSS, SEE PLAN SIMPSON H3 SIMPSON DOUBLE 2x1O 2,4 DOUBLE HUC21O HEADER TOP PL HANGER / SIMPSON DSSP TYP) OPEN - moo 20 TRP E STUD CMU WALL, AT OPENNG SEE PLAN HUCO21 H00021O-2-SOS 11 TRUSS BRG AT HEADER 54 3/4"=1'-O' 2. 4 STUDS AT 24" OC MAX 9MPSON DSSP STUD TO SILL PL (TYP) 20 CONT PL 1 THICKENED SLAB AT LOAD BEARING STUDWALL 4 DEPRESSED SLAB DET WAYCOOL [ Ho-,_ PH Q7--03 . FAX 4-0..ZLi ENGINEERING CONSULTANT: 12 SIMPSON WETA12 6 CONT 3 BLOCIGNG PROJECT INFORMATION: Nil TRUSS BRC NEERED QI IN GROUT FLIED WOOD TRUPRE-ENSS, BOND BFAM SEE ARCH I CMU WALL SEE PLAN r8-` TYP TRUSS BRG AT CMU WALL 54 3/4'=1'-0' MIN LAP SPLICE LENGTH SCHEDULE BAR TYPE BAR SIZE u 1 w 1 Irs 1 Re 1 n A w FDOnNGS 16' 16' 22' 26• 1 3e• 43• 49• COLUMN I - 22• 26' 3e• 45• Si - WALLS 15' Ie' 22' 26' 43• 54' 46' SLABS I6• 22' 32' 43• 5S• 16• BEAMS ( TOP) 22' 34• 49' Sr 73' WAS CIO ! BDn 22' 26' 30• 45' 56• STIRRUPS 1. 16" 22' 26' FLIED CELLS SEE MASONRY NOTES 0 41# CEN -9 i AN : • i STA F 4 O R I P 4f AL 1 / IA A i E Y ALLAN .M CONIIAD. Inc / Mal- . I.tLIIIMI OiVQ..S o- Monster House" 1019 W. 25th St. Monster House Seminole County, Florida PLAN HISTORY DATE DESCRIPTION 05- 05-72 PRELIMINARY DESIGN 06- 28.13 CONSTRUCTION DOCUMENTS Qj 10-22-13 COUNTY COMMENTS Q07- 24-14 FOUNDATION REVISION Q0e- 26-14 FOUNDATION REVISION SHEET DATA: DESIGNED BY, ASV DRAWN BY. SVW SECTIONS AND DETAILS S4 oa / w a 5 `7'' .- RECEIVED SEpIo2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i `-t -1810 r? Documented Construction Value: $ t4 53a co Job Address: IM Q a5*+ 7 sk-reP Historic District: Yes NoPL Parcel ID: Description of Work: Plan Review Contact Person: Phone: Fax: Zoning: E-mail: Property Owner Information Name 2X Old Phone: Title: Street: I l- I St H:3A)y t4Q `W j t Ituo Resident of property? City, State Zip:&[.J _?('A(A T Contractor Information > ' Q1 Name ! 2` - r c `r- Qslv% . Phone: `-yo I - { Street: 531 CudTscu Fax: 0-7 - City, State Zip: 50 State License No.: d Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: d S /po- o1-Ono T-; Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the mented construction value when the executed contract is submitted, credit will be applied to your ees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: q of Contractor/Agent Date ROBERT G. D€LLO RUSSO Prmt Contractor/Agent's ame qILU I I rgnature of Notary -State of Florida Date M{ IINI TURNER MY COMMISSION # EE 080798 EXPIRES: June 14, 2015 Bonded Thru Notary Publle Underwrlbrn Contract r n Is ersona y own to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 F t1 oY) ea1- Ormp OM DEL-AIRUILDERSSSO[fATION = A MID -FLORID M &V - AIR CONDITIONING - HEATING • REFRIGERATION, INC. WOWC... 2 "6 6.5 State Certification License #CAC 032448 www.delair.com _ r 531 Codisco Way SALES - SERVICE SALES AGREEMENT Sanford, Florida 32771 INSTALLATION TO: Habitat for Humanity in Seminole Co. and Greater ApopIgus. PHONE: 407-394-4499+ ADDRESS: P.O. Box 181010 RES. PHONE: 12/12/2013 ADDRESS: Casselberry, FL 32718 DATE: !; CITY/STATE/ZIP: - TOWN OR CITY: ,f JOB NAME: Monster House 2013 PLAN. JOB LOCATION: Iy 3 I FANS 7 FAN-,'- TOTAL''CONTR_ ACT PRICE Pt' PLAN NAME TONNAGE SEER SPF - LIGHT COMBOS, MONSTER HOUSE 3.5 1.4.00 8.20 4/0 7,926.00 2013 Deduct for Monster House 2013 Discount 3,393.00) 1 i d TOTAL DISCOUNTED -CONTRACT PRICE INCLUDING TAX 4.533:00 PRICES GOOD FOR 6 MONTHS Equipment to be LENNOX Heat Pump (CBX25UH-042 / 14HPX-042 ) Pricing includes bath duct with (4) standard bath fans, (1) dryer wall cap only, (3) programmable thermostats (CS5000), and a Honeywell 3-Zone Trol A Temp. 1 For any interior kitchen hood that has a fan greater than 400cfm — Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm — Please add $ 875.00 for a Broan MD8TU and MD6S. For any interior kitchen hood that has a fan,greater than 1500cfm - Special provisions must be made. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Ducting to be fiberglass flex system. Supply air outlets to be Stamped Grilles. Del -Air to provide supplies and returns per duct layout. Electrical line voltage to equipment by builder. Low voltage wire to equipment and thermostat by DEL -AIR. Concrete pad to support outside unit by others. Underground 4" chase for air conditioning lines by plumber. Platform by Builder. Warranty: Includes one year labor service by DEL -AIR. Parts & components warranty per manufacturer's limited warranty. Payment Schedule: 50% due on rough -in, balance due on equipment set and trim out. Net 7 days. All invoices beyond 7 days will be charged 2% interest per month. I hereby accept the terms and conditions of this contract as set forth on the reverse side of this sheet and I do hereby order the installation of the above described equipment. DEL -AIR HEATING, AIR CONDITIONING, REFRIGERATION, INC. BUYER'S NAME BY joe StradaHabitat for UWIIaluty III Seminole County and Givater Apopka DATE SIGNATURE 00, npa r 4 iJ Ar Truss Fabricator: Job Identification - Truss Count Model Code: Truss Criteria: Engineering Software. Structural Engineer of Record Address: Minimum Design Loads- ITW Building Components Group, Inc. R P`' 2400 Lake Orange Drive suite 150 Orlando FL 32837 x F 4 Florida Engineering Certificate of Authorization Number 0 278 +.. .L ...% Florida Certificate of Product Approval # FL1999 ' G+S••.•/yi Page 1 of I Document ID- I UZ76666ZO430072837 t Truss Wood, Inc. 19528-MCBC-Monster House (19528-MCBC-Monster House) 44 Florida Building Code 2010 FBC201ORes/TPI-2007(STD) Alpine Software,Version 13.01. The identity of the structural FOR did not exist as of the seal date per section 61G15-31.003(5a) of the FAC Roof - N/A Floor - 37.0 PSF @ 1.00 Duration Wind - 135 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must notch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR6666 Details: BRCLBSUB-14030EC1-GBLLETIN-14015EC1-PB16010- Ref Description Drawing# Date 1 79246--C1 13242039 08/30/13 2 79247--C10 13242040 08/30/13 3 79248-411 13242041 08/30/13 4 79249--C1A 13242042 08/30/13 5 79250--C1B 13242043 08/30/13 6 79251--C1C 13242044 08/30/13 7 79252--C1D 13242045 08/30/13 8 79253--C2 13242046 08/30/13, 9 79254--C2A 13242047 08/30/13 10 79255--C2B 13242048 08/30/13 11 79256--C2D 13242049 08/30/13 12 79257--C3 13242050 08/30/13 13 79258--C3A 13242051 08/30/13 14 79259--C3B 13242052 08/30/13 15 79260--C4 13242053 08/30/13 16 79261--C4A 13242054 08/30/13 17 79262--C4B 13242055 08/30/13 18 79263--05 13242056 08/30/13 19 79264--05A 13242081 08/30/13 j20 79265--C6 13242057 08/30/13 21 79266--C6A 13242058 08/30/13 22 79267--C7 13242059 08/30/13 23 79268--C7A 13242060 08/30/13 24 79269--CS 13242061 08/30/13 25 79270--C8A 13242062 08/30/13 26 79271--C9 13242063 08/30/13 27 79272--CJ1 13242064 08/30/13 28 79273--CJ3 13242065 08/30/13 29 79274--EJ5 13242066 08/30/13 30 79275--GE1 13242067 08/30/13 31 79276--GE2 13242068 08/30/13 32 79277--GE3 13242069 08/30/13 33 79278--GE4 13242070 08/30/13 34 79279--GE5 13242071 08/30/13 35 79280--GE6 13242082 08/30/13 36 79281--GE7 13242072 08/30/13 N0.22839 of s 0NAL E 08/30/2013 Walter P Finn Truss Design Engineer- 1950 Marley Drive Haines City, FL 33844 Ref Description Drawing# Date 37 79282--HG5 13242073 08/30/13 38 79283--HJ5 13242074 08/30/13 39 79284-41 13242075 08/30/13 40 79285--M2 13242076 08/30/13 41 79286--M3 13242077 08/30/13 42 79287--M4 13242078 08/30/13 43 79288--PG1 13242079 08/30/13 44 79289--PG2 13242080 08/30/13 DEC SEMI 1 ?0>3 PANS Et C0'V' MIN,Y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - Cl) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0 128"xY ,min.)nails @ 6" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load Is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 0-6-2 T 5X7 1 RY4 III 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpI(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below 5X7 3X5 (61) = 1 .5X4 III 3X6 = 3X8 = 3X8 = 3X6 = 1 .5X4 III 3X5 (B1) 4X6 I.r 16-0-0 3 F 14-8-0 aie 19-4-0 _I I_ 25-0-0 _1_ 25-0-0 _I 0-6-2 10-0-0 50-0-0 Over 4 Supports R=407 U=0 W=B" (8" min.) R=1537 U=0 W=8" (8" R=510 U=0 W=8" (8" min.) RL=39/-39 R=1267 U=5 W=8" (8" min.) n PNote: All Plates Are 3X4 Except As Shown. , .....d Design Cr i t : j FBC201 ORes/TPI -2007 (STD) a ' cI nj''•.; ( G PLT TYP. Wave FT/RT=20%(0%)/10(0) 1.66. 725 T 1 FL/-/3/-/-/R/- Scale=.125"/Ft. ALP I NE 1 Bmldln Com on.nb Group ne. a a a Orlando FL 12837 FL COA N0 278 r "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Tr... r.•u r. • . n r..r .... nontllln. ,M1 PP n9. In,t. n9 .n .... C61 ,. '.R C.np.n S. aty In n. ny T•I° a WTCA, .1y; ° priorntoIn,t.11y .vitlo t.mp.r.rynU ing p . Union no c.tl .tnv rn n. c.c cM1.rtl ,M1.'ICM1.vv pr.porly .c .cn. 'ncpruc curl ,M1 • In. I. n.,,.. prop.rly .tt H.tl r,u.d —.1—. L.nt..nn`,M1.nh ,.r p.r..n.nt°Lt.r I ...tr. ... 0 I.— M1. v. .r.c mul por .CSI nocnion, .T 57 or 510, ., •ppliu°IvnITV1pdinC.m . n.t . .n a R Pononc, Group Inc f....CG) , II 1,ponn— r.r .ny tl— fro nl e. ny r.11ur a uiltl tM10 c u„ In c.nr. • n ANSI/TPI`1, or T.r M1.ntll n. nM1 ipp n. in A• r .,,., Apply`pl.cv, ° ° p-11 .n • Aona .totl .rnl Ralo om .nvi n.,`16OA•7 r r , .ra pf— po.1 lnn, anA ;.. M n..r v.r.p.?y r .`tne eat, tlr.„ . °nm..uo.n p` ° nc op.r`«,..I .n. ro..rhn. r..tTh. , a,pan,ieilcty , ,i0n , icy • ,Inn . nyo , Y or tn..u.l n. D.-gh.T por ANSS//TPI 1 S.cn2 u For n' ah, . ci `TM1I,uJ. oa.. p ' : pp., ITW-.CG cnbc. c , TPI Pln,t .r.. WTCA ntlu¢ry CC ... iccn.1..r. N O• 22839 TE OF Q1to . 1 \ Q Ss QNAL Q TC LL TIC DL BC DL BC LL TOT. LID. OUR. FAC . SPACING 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.00 24.0" REF R6666 - 79246 DATE 08/ 30/ 1 3 DRW Hcusltssss 13242039 HC-ENG SSB/WPF SEQN- 265544 JREF- l UZ76666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C10) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2 13B :B2 2x4 SP M-31- 134 2x4 SP #1 136: Webs 2x4 SP #3 13B :W15 2x4 SP #2 13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC b) #3 or better scab brace. Same size & 80% length of web member Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Truss passed check for 20 psf additional bottom chord live load In areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load Is 1.50. MWFRS loads based on trusses located at least 15.35 ft.lfrom roof edge. 135 mph wind, 15.35 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral bracing equally spaced on member. In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 24" OC, all BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below 5X7 3X4 15-- 4X8 (R) 1 . 5X4 III 5X7 = 1 .5X4 III 4X8 3X6 s 3X6 - 6 ; 111< R) /V r 3X42 a) ( b) b) -, 6 W15 4X6 = B4 10-0-0 3X5(A1) = 1 .5X4 III 3X6= 62 4X4(R) III 3X4—_ 4X4(R) III 1.5X4 III 5X8= 4X6(A2) 3X4 4X5 = 6X12 16-0-0 34-0-0 _I _ 20-0-0 10-0-0 20-0-0 38-0-0 0 0 - 11-8-0 fE 50-0-0 Over 3 Supports i R=633 U=5 W=8" (8" min.) IR=1389 U=2 W=B" (8" min.) RL=205/-205 R=2050 U=0 W=4" (4" min.) iBllMRit p•.F% Design Crit:rFBC201ORes/TPI-2007(STD) ¢4 PLT TYP. Wave FT/RT=20%(0%)/10(0) ?+ •: Y:2 FL/-/3/-/-/R/- Scale=.125"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Tru++v„ rapulry a.crvlw c.ry In l.brlc.[ine n.nUl"0' +M1"" " In+[.I .. .na cin9 ar ar WCSI IR,ln inR Cal.PananT s. racy Inrorn.cian.lby TPI G WTCA) s.ru.•n s pr+o. s.. pv......nq cM1 +a rune[ion, Insc.11a . 1M1 rvvltiv -par.rynb ne r CSTI u„lo„`nucun'ncnnra.. L a M1pra .M1.I I n.ab proparly .c .aM1a I=r°a L ra .M1 . In.: fir. c n b . sII ..vo . P—Parly .cc enaa rIRIE eolll.g Loe.cion s`,M1o. ror parn.none I. car I rose r No. 22$J9w TIC L L 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF REF R6666 - 79247 DATE 08/ 30/ 1 3 DRW HCUSR6666 13242040 ALP I NE I Bwld p Componmb Group na Orlando FL, 32837 FL COA 90 278 M1.II M1.va br.cln9 n,c.11oa pvr SCSI ,accl S] ST yr S10,n.s .PPllc.bl. III Wu ng Cv'4ana + Gry Inc (ITWSCG) noc Iw .+pone my a .ci n cblytll i n. nl a a lo rM1a r a,.Pln n . blAxs vr.rl, or raraal'ne. .nlpa nae,r n n{/:. b c 0lo! u Applyrpl. ., to v „ .n P 1 on .... ,M1o.n a..v n on [ oA yQVLyOoc.l,, unla, ac oa R.I.,`car ...onp,r 1G.A-I ror s a.ra pl.c. pv,iclon, A , rnwea a [ne La. tllin;uoc eaaaPc•naa`a opra ra,+lance .n9lnaaring ro;Pan.,b, I Ly ,a laly o" ,.en ; ry . a a ,len r r .ny , pu+ml l icy a LM1a Spa nR`Do.I I": Par AxsSiTPI 1 Saan2 a Far .. + Iman n . ` TM1 go;. a , p.ea, ITV-0CG e TPI pin.b are WTCA "° y CC --- are TC G i Gym t IQ ' 1Q .•• S10( BC LL 0 .0 PSF TOT . LID. 37 .0 PSF HC - ENG SSB/WPF S EQN - 265413 DUR . FAC . 1.00 SPACING 24.011 JREF- 1 UZ76666ZO4 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 1UbZ5-NIUIJ;-Monster House - U-11) Top chord 2x4 SP_#2_13B J5 2x4 SP_#1_136- Bot chord 2x4 SP_#2 13B :B2 2x4 SP M-31: Webs 2x4 SP #3 13B :W14 2x4 SP #2 13B: Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC a) Continuous lateral bracing equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.85 ft. from roof edge 3X6 1 4X6 3X4 3X4 6 r 5X7 = 5X7 = a) a j -4-9X4 3X5 (A1) = 1 .5X4 III 3X6 = B2 4X4 (R) III 5X8 = 3X4 16-0-0 I_ 22-0-0 1 6-0-0 135 mph wind, 15.85 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK,CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 48" OC, all BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 3 X 5 3 X 6 6 4X5 s 4X4 6X8 = 3X5 = 34-0-0 1 10-0-0 1.5X4 III 4X5(A2) 5X125X7 22-0-0 I 38-0-0 0-1-0 11-8-0 -I 50-0-0 Over 3 Supports R=629 U=7 W=8" (8" min.) R=1320 U=3 W=8" (8" min.) RL=226/-226 R=2040 U=0 W=4" (4'= min.) f Q, r•••• N••••. /' Design Cr i t : FBC201 ORes/TPI -2007 (STD) PLT TYP. Wave FT/RT=20%(O)/10(0) 1' .1•. .25. :6 FL/-/3/-/-/R/- Scale=.125"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISII THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS TIC L L 20.0 PSF REF R666 6 - 79248 ro:..ro •.rtrcnPc•ro 1n •br • Ong, M1• dtlq, —PP-9, 1-11-9 •ntl D clop ro w r ECSI (Ruli np Conp°ncnc S•rocy Inrar.a an.lby TPI mU IYTCA) r to •ntl ac, No• 2283Q YTIC OIL 7 .0 PSF DATE 08 / 30/ 1 3 ocryor. I, ° ,M1• vosprop°r1y •` r I°° h...,opr or'to parrorning t ,o on Inst•11 1 pr°v1tl• canpor•ry o np M1 • • ct P reY tl cvll•ngo Loc•tl°nsc,M1a. raruPar ••c°r•I r•sc n• s 51 ras N• BC DL 10.0 PSF DRW HCUSR6666 13242041 ALP I NE roPorlY M1• 11 M1•vv br c nq in,c•1lvtl por SCSI ,occ n, 03 VT or 910 •PPI pp — ITV 5 n9 Co•pononc, Group I c (ITWECG)a 11 not bo ..,Pans.,Iv rar my I ut — rr 9 n TE OF BC LL 0.0 PSF HC - ENG SSB/WPF n: r• tl coo c u„ n c n •n n ANSI/TPI P o r r M1•ntl11n9 ,ry Epp, 1n b , n91a: Applarvlrt•,nto .bp.. n pn t on9srj TOT. LID. 37.0 PSF SEQN- 265416 Doa•: I,, Pn „ otl r 1 Aor o . 160A-z r°r s n •rtl P uco p°,rt1on, A , tlr•. n9 ° v on9 or atlr•„ovng tl' Tnac, urc•brlo[y VVV/ R 10 OUR. FAC . 1.00 1Budd)n Component Group nc. V•Q• or`cnaM1c cticosapo rftrysloo•I rnovr,np P,Pon„_ _y , ° y , ;,,n , ,1,n .ny , uuc cTM1I, Orlando FL 32837..... FL COA k0 278 y ° r tM1p • Inotop. 9no. Pnr ANg//TPI 1 Soc 2 For "ter ,bc mtlm n . gonor•I°n sIP•yo, ITV-VCG I recp c TPI tpinsc °rp, 'WTCA cry c cc ^ _ • ° ar9 A vQNAL SPACING 24.0" JREF- 1 UZ76666Z04 L THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C1A) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 3X4(A1) 8-4-0 4X4 = 16-8-0 Over 2 Supports 135 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load 8-4-0 3X4(A1) _ 10-0-0 R=630 U=52 W=8" (8" Min.) FR=630 U=52 W=8" (8" min.) RL=78/-78 P. F Design Cr i t : FBC201 ORes/TPI - 2007 (STD) .."• ""••..• %/4 PLT TYP. Wave FT/RT=20%(0%)/10(0) f' :5 FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON ING STALL • TC LL 20.0 PSF REF R6666 - 79249IMPORTANT" FUWNIgH THIS DES ILA TO ALLFOLLOWCONTRACTORS ESINCLUDINGTHIS INSTALLERS T ru,•a, ra°ulr• ••cra.a c•ra In f•br carp. n•nCling. ,niPPln9.nn[•I n9 •nd r c ng ar c •n N O. 22839 f WCgI (Wu lung Conponm[ s.fa[y Inror..[,on.ley T I .°d WTLA> `,• ..W,, TC DL 7.0 PSF DATE 08 / 30/ 1 3pr•c c•e D or'[o porfor.ng [ ,a on In,[•llor pr.v tl^ ca.pur.ry b n9 r EC51 1unl.,, ra a[nar.,a [ P ana d ,n•I lcn•v proporly .[ .[e I.[rPa[Pra nn . log : 7 BC DL 10.0 PSF DRW HCUSR6666 13242042 n•v • properly •[[ cnoa r,g,d collln9 LPc•c^nn[,na, for p^r n•nenc I•....l ro,c n•ll n•v br•c ln9 in,c•Ilod par WC 51 ,occlon, ,, .T or W10,n•, •ppllc.bla ALP I NE na[ ba r ar a.l.[lan rra TE dF BC LL 0.0 PSF HC-ENG SSB/WPFITWWuiltlin9Co.ponon[, Croup Inc (ITWWCC) , a,pan,bl^ f •ny tl d lg ny f,ilura [o uila cna c , con fo w, n AASI/TPtlI 1 or ro n ndl ng. ,blPo'a° In . f ng of [ra, • ApP`lorpl a a. a a [ a„ •^ oan [,anr. V TOT. L.D. 37.0 PSF SEQN- 10246 Dac•lln unla,n noc oa r.,o ' Roforc co` r•m n9wr160A-Z f r • a•rd Prl •c. P.,lcl an, A , IT Bmld1 components Group nm r ln9 erl[a arup.9a r '[`„° aol. dr.M1on9 tllnd a.uo`•e[aap[.nco[ epo al engineering r CC RID..,,DUR . FAC . 1.0070PPdo,ponnl icy , lal( a ,lgn , .n Th. . icy . d •l gn ror •^. , 1 '•••..O • • e nponnlblllcy o [no Wulltling Do,gnor por ANSI/TPI 1 SocnZ u For`. on rorlucl^n , cTnl, •• Orlando FL 32837 pan•r•I n , P•9•. ITW-WCL — I-R Z. TPI .w [pion[ or9. WTCA .W. ,b du, e. FLCOA #0278 DC --- ar9 ` ry ` Q ` SRAC I NG ,, 24.0" JREF- 1UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C113) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B i Webs 2x4 SP_#3_13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure Bottom chord checked for 10.00 psf non -concurrent live load 3-4-3 1 . 5X3 III 4X8 4X5(R) III 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep Increase factor for dead load is 1.50. 2X4(A1) 10-0-0 6-0-0 _I, 6-0-0 _I 12-0-0 Over 2 Supports R=455 U=54 W=B" (8" min.) A" 53_ U=28 W=8" (8" min.) RL=28/-77 % 11 t. Design Cr i t : FBC201 ORes/TP I -2007 (STD) ..a .. ""••r./•` O PLT TYP. Wave FT/RT=20%(0%)/10(0) I 97 :1 FL/-/3/-/-/R/- Scale=.511/Ft. WARNING" READ MID FOLLOW ALL NOTES ON THIS SHEETI TC LL 2O . O PSFINROIITANT'• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS , REF R6666 — 79250 T ru,.o, roqu ro o.cr ono c.r. In r.°r c.cing, M1.ntlling +M1 pping, In+c. In° PI W,T,Cg or [ • tl No. 22839DGI ,.",Itl,ng Ge.penonc s.Iecy I11pr clen " °y T.1 . tl ..I— 11CS'. TIC DL 7 .0 PSF DATE 08/ 30/ 1 3pr.c c co+'pr•"r'co perlor.lnp cM1 ,o I on In,c.11er, , I praeltlo conpor.ry"° Ing r .CSI U-11 nocotl .1h. I. cep c"or •° 1`M1we'proporly . .M1 '.Lre rura ......1n.: *_q, * gC DL 19.0 PSF DRW HCUSR6666 13242043M1.e. . propvrlY .cc. M1atl rtli9 tl co l ng Loc.c on.`+M1o" Ior P.r..nonc I— BC r.,c M1. nq n,c.11etl per pC51 ,occ on..], n or r10 " • ' ALPINE ITr 11" UngcGwQenenc, Greup I rtrECG) . u noc m q,Pon, olocror .ny tloel.c on r d, q TE OF tQ BC LL 0.0 PSF HC - ENG SSB/WPF r.lura co Itl cM10 c u., n"conro .n . M1 ANSI/TIT a r M1.ntlling .M1 p.la r1n I + Ing of cru , Applyrpl.cc, r e e I ..+ .n pe,1 e L V TOT. LD . 37.0 PSF SEQN- 10203Doc.11+ un1o,+'nocetl r"I.o Ro for c" ..1ng,r 160A'I ror + n.rtl p1.co p"+7 _1 o"A . i euddm Com OnrnbGrou n0. r '"' ng or `°"°rup'g` u g c"'^ tlr.loVg, tl` ntlluueC.bw"pc.n o o aPo Ie,.l.n.. v......ring er • • DUR. FAC. 1.00PPtla+pon,1°111cy , loly a de+ , n 'T°o + rtY . tl .Ign Ior .ny + ••.< Q R 1Q . ' Orlando FL 32837 °111cY eITW 11—d 1.. g— — ANS yTPI 1 Soc.Z u Far .o" I-- .clon . `T"la • p'"" "` r"" °°""'y ` s f, SPACING , 24.011 JREF- 1 UZ76666ZO4FLCOA #0 278 Icc ,.In. e . erg ,Q SR ACING Ebommuwl— c THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C1C) Top chord 2x4 SP_N2_13B Bot chord 2x4 SP_N1_13B Webs 2x4 SP_N3_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Our Fac.=1.00) TC- From 56 plf at 0.00 to 56 plf at 11.50 TC- From 56 plf at 11.50 to 56 plf at 23.00 BC- From 20 plf at 0.00 to 20 plf at 7.50 BC- From 60 plf at 7.50 to 60 plf at 15.32 BC- From 20 plf at 15.32 to 20 plf at 23.00 Wind loads and reactions based on MWFRS with additional C&C member design. 4X4 = 4X4(A2) 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 'II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpI(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X4(A2) 11-6-0 _I_ 11-6-0 I E 23-0-0 Over 2 Supports R=1028 U=107 W=4" (4" min.) R=1025 U=105 W=8" (8" min.) RL=108/-108 p Pdd I 10NDesignCrit : FBC201 ORes/TP I -2007 (STD/Wzi NV.7TYP. 20 Gauge HS,Wave FT/RT=20%(O%)/10(0) 259•'• 9 Scale=.3125"/Ft.PLT WARNING" READ AND FOLLOW ALL NOTES ON THIS STALLIMPORTANT" FU•N16N THIS OESION TO ALL CONTRACTORS ES ON THIS INSTALLERS TC LL 20.0 PSF REF R66 66 — 79251 Tru rI r t o ntl N0.22839 1 DATE 08/30/13r°IIr" „ . o. ics, e Itl inq"C.-...[ S."."p°;,:o.'o'f or TDI _ ::CA) r In,c.11.r, TC DL 7.0+ PSF p r.ct c. aoP or co p°rforn ng tna a. an , I provitl. tanpor.ry ° c nq p ocoiUn1. a, n otn°r.a ca rtl ,M1 °aproparly • ccu r.l sM1 cM1ln. .n0 t: occProp°rly •a cno rigitl aui„•nq Loucl°"s`,ch P.rn.nonc • cr°° BC DL 10.0 PSF DRW HCUSR6666 13242044 M1.I1 M1."° br.c lnY mc•llotl par 6C51 .action. 6] 6T or 10 n.,°. ppl c.Plo TE OF BC LL 0.0 PSF HC-ENG SSB/WPFALPINEITR0°1111n cq anponon c. p ) , .II v.pon,Ibl° for tl."IK Ion fromIncclrweccn°c w r .ny n.! I a U tno c u,. In con to • cn AN 51/TPA 1, °r ror .:n lnq. an 1p.Intlq, Ino Ir SEQN- 10164Applypl—, to °. ° of c „ . n o°.Itlon ., , °. n .°°"° n °n t ac. un rc co ..Inq,r 16OA-2 r r , .rtl pl.to P..ICI on. A.:, TOT. LID. 37.0j' PSFL /may( p'°° c°Puncatltoltlpr(fCryaoe I ongrnoorinqT... w•': IT Buildr Com on.na Group ncSDPP o•`"9!tlo.p°n cy .ol. ll y . .° ° o.Ign °r .no .rocFranrla,ignr:h°. u nCo^n.ilon `TM1I. DUR. FAC. 1.00 Orlando FL 32837 ricy ° c n .°1l nqt 01,ignou1 p., AN6S/TPI 1 Sac 2 Fnr nvITY-0CC TPI RTCA ANAL ti JREF- 1 UZ76666ZO4FLCOANO278 gon°r.'P , p.qv, acq c cplmt °rq, Icc ... nrq SWAC I NG ,, 24. 0" 1 r 0. 1 19528-MCBC-Monster House - C1D) It Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Rt Slider 2x4 SP #3 13B• BLOCK LENGTH = 1.500' Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 56 plf at 0.00 to 56 plf at 10.00 TC- From 56 plf at 10.00 to 56 plf at 19.33 BC- From 20 plf at 0.00 to 20 plf at 6.19 BC- From 40 plf at 6.19 to 40 plf at 13.81 BC- From 20 plf at 13.81 to 20 plf at 19.33 Wind loads and reactions based on MWFRS with additional C&C member design 4X5 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9 00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpI(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. i 0-8-3 I— + 10-0-0 3X5(A1) _ 1, 10-0-0 _I, 9-4-0 _I iE 19-4-0 Over 2 Supports R=811 U=111 W=8" (8" min.) R=804 U=112 RL=94/-89 n h H=H1 Design Cr i t : FBC201 ORes/TPI -2007 (STD) '`P'......• •'••rX { PLT TYP. Wave FT/RT=20%(0%)/10(0)•. :5 FL/-/3/-/-/R/- Scale=.375"/Ft. ALPINE Bulldlnp Compon•nh Group nC. Orlando FL, 32837 FL co/i ao 278 WARNING " MIREAO D FOLLOW ALL NOTES ONNIS SNEETI IMPORTANT'. FUIINI$H THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS : T ru„o, roqul.. v r o In r.brlu<lnq, M1.nellnq, nM1IPPInq, Imbll nq .n r clog c bl Ibr .csl c."I Ialnq Ggbpanan< 5.laty In lar.. <1an, by TPI°.otl'YTCA) ..r., °° o.f. coo'co Parlorning t".,o n In,c.11ar, , provltiv <.npor.rY b In° .G51°• e °`"°r"'° `° M1e0 '"' " P'°p°r'Y " ""' """"' '" ""'"° ' +{,° II'M1wo : proPorly .cc M1 r gl° c1111,g Lac.cl........ !,, por..nanv I ...I r _:. , still M1.vo br.alnq ln, G, por EC51 ,oct oto ], •T or 910. ., .ppl ubla n e" utl ng c°.p°nant, Group Ina ('=CG) , 11 not TP ro,pomlblo !or .ny tlovl.tlon !rlltltnatu„ In con to M1 ANSI/TPIM1.nlln,M1lppinq,` Do t.il+. u °, a[otl o 1 Roforto .. g,1•OA-Z !or , .rtl pl.t. pv,l<l... A , j inq o c`Y ,npagy ; lnq t +`'° r Tno°bc1apY cv`or°pro (!`,.lon.f 1flgln.oyq'• n l ilanDa, °, 1So- 9tv 9nen por ANS-//TPI 1`Sacn2 u'F or • , bcon rual on , ` T.I° O"' " ' P'°" "" "` ' b`9 ` TP1 `p'"" °f° `" ° "Y ` CC ... °rq No.22839 EBCG. ny JF;-* IIaR°:: pon DUR. QNgSPAC TC LL 20. 0 PSF TC DL 7.0 PSF BC DL 10.0 PSF LL 0. 0 PSF TOT. LD. 37.0 PSF REF R6666 — 79252 DATE 08/30/13 DRW HCUSR6666 13242045 HC-ENG SSB/WPF SEQN— 10092 FAC. 1.00 I NG v24 . 0" JREF- 1 UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 195Z8-Ml:8G-Monster House - GZ) ' Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_138 Webs 2x4 SP_#3_1313 Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to brace -all flat TC @ 24" OC, all BC @ 24" OC. WARNING- Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 4X6 5X7 = 3 Y 4X4 sa 5X7 = 5X7 6 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep Increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 4X6= 3 5X7 = 5X7 = 16 10-0-0 3X5 (A1) = 3X6 = 4X6 = 3X6 = 1 .5X4 III 1 . 5X4 III 3X8 = 3X5 (Al 4X8 = I., 16-0-0 CIE , 14-8-0 alE 19-4-0 ,I 4-0-0 3-4-2 I_ +13-4-2I 4 0-0` I17-7-14 _I_ 17-7-14 50-0-0 Over 4 Supports I R=438 U=0 W=8" (8" min.) R=1517 U=2 W=8" (8" R=542 U=0 W=8" (8" min.) RL=68/-68 R=1235 U=9 W=8" (8" min.) U* n Note: All Plates Are 3X4 Except As Shown. n P 1 4 Design Cr i t : FBC201 ORes/TPI -2007 (STD) Q` •. «••F• M...'W / PLT TYP. Wave FT/RT=20%(0%)/10(0) 1' A. .0725.•••••. :1 FL/-/3/-/-/R/- Scale=.125"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Lpr n.n°llny, [O:ntl No.22839 TC LL 20.0 PSF REF R6666 - 79253 DATE 08/30/ 1 3 rtl.,rn . . ,n ,ny, ,M1 pina, lna. any .n lny r•csl c.ia'y Do°ponunt s..u[ypin.or•ai0nllpy TPI°. a WrcA> TC DL 7.0 PSF eC5proc"c.+oprio nto poi lcr.,ny t ,o In,t.11or, , . provitlo tonpor aynp ,nflI unl.,. nn nuyrrl. t.c [ r .n....wprepany .c notll, uccpr.l ,n ln, : l n.r • .tt Hotl rtliyltl co,„+ny L.e. c,one ,nw Ior I rose . raW, 7+ BC DL 10. 0 PSF DRW HCUsa6666 13242046 ALP I NE proporly par..nan[y,.[or n.11 n.ro pr.c,ng in+t.11otl per SCSI ....l—, 97, T or 510,°., .ppll—I. • ITS Suiltllny Cu....1, Group Inc IITWECG) + not a o,Pon,roio Ior .ny tl ,aeon ro M1 fl n. I.il bull cn. c u++ in con to • rl1 M1IANSI/T.tll rip or Ior M1.ntlllnfl, +M1 p:lntly, Iln+ n j O°Ainfl .pr v ., Applyrpla.. t t TE O F V I• BC LL 0.0 PSF TOT. LID. 37 PSF HC - ENG SSB/WPF Da[.iln, unto+,'nototl — . R. tortfor r.r ny+rlfi0A•2 Ior,, tl.rtl Pn. Po+Vtlon, tll + to oruc 0 SEQN- 265537 I Bulldnp Compon.nW Group nC. Orlando FL, 32837 FL COA #0 278 tlr.rinfl or covo op.flo Iorctna tlal' °r•nar9 Tnoo,uoi t.pc'eP[.nn oPn Io+,on.l on9lnaar n9P....l,ty . „yn + n ,[y . ° +,,n I .ny + o+pun+ b,l ty or tno Su, Iwwwngtwo, pncuA pot ANSw w//TPI 1 Soc,2 u For lnowww ,pclntlus n om tTM1 „ o lnrorn.[ o y.n. r.l n , p.yo, ITW-SCG bey c TPI tprn,c or y, STCA cry c IGG rrr ` ...1. ory O R 1 C n/ v ANAL DUR. FAC. 1.00 SRAC I NG .,. 24 . 011 JREF- 1 UZ76666ZO4 r, , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C2A) Top chord 2x4 SP_N2_13B Bat chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep Increase factor for dead load is 1.50 4X4 = 3X4(A1) _ 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0 18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X5(R) III 3-0-3 I, 18-4-0 _I_ 3-0-0 _I, 5-4-0 I 16-8-0 Over 2 Supports R=630 U=47 W=8" (8" min.) 631 U=63 W=B" (8" min.) RL=78/-53 1 P. Q`V•. r•••• N'•••. Design Cr i t : FBC201 ORes/TPI -2007 (STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) 1'1. .25. 1 FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEET' IMPORTANT' FURNISH TIIIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS TC LL 20.0 PSF REF R6666 - 79254 T r..... ....... a.[ran• c.ro in f•Er ing. M1 Ing, ,ni plop, In,c• ing .nI 1--hg rollo. cM1a tl c on pr ecsl (ea ie g ca•pohah[ s.racypinror•.[Ionlley TPI .ntl wrcA) co 6 d ra[, QNO. 2283 Y TC DL 7•. 0 PSF DATE 08/ 30/ 1 3 p h. parfar•InR [n ,a ! an In,[.I la , ,M1 pravltla [anQar„ ° a Inq Un a no o[nar [oc M1a a yn.uncn.vc Pr oparly .c .cna uccur.l ,n g .n II n.v • proparly .c[ M1•C rig itl ca linQ Lac.[on,c,nw Ifor por n.nanc •.cy r.l ro,c sr. oW, BC DL 10. 0 PSF DRW HCUSR6666 13242047 ALPINE n.11 nov b —hR eCSI ... t.... e] eT ar 10,n., .ppl c•olo ITw guile mg Ca,gonan [, Group Inc nTwWCG) , noc ea a,pon mlo f .ny tl •c mn g TE a F BC LL 0.0 PSF HC - ENG SSB/WPF n.l.ii r Iltl cna c = in confer •n M1IANSI/TPtllrl or rur M1.ntlling sn 1p.lntlg.flni,, o , , Apply r pl.[n, [a a. ! a a [ „ .n pa,i[.pn ., ..... .aova n an [ r160A-Z n• j TOT. LD. 37.0 PSF SEQN- 10258 Doc un la, nocaa o r. Ra fc cco fur , ntlu.tl pI. [a pa.icion, A lo,c[ng'c nr •nu.R tl cnp[.nhdanR naa•rinR ar O 10 DUR . FAC . 1.00ITBuddlpgComponentGroupInc. uc Iw- o po°I,I`ly oV•go Tnac.ua.1myrntl: gn , n y . tl nn r .na , u Thl, w. .• ` Orlando FL, 32837 a,pon,iaic~[y o [no Ou ltlmy 0 ..... por ANSI/TPII1 Sacn2 Forfn r r n , ganara n P.ga ITw eCG •w. [.a[ ao,. TPI p ,[ org wTCA S ONAL SPIAC I NG 1 24. 0" J REF- 1 UZ76666Z04FLCOAd0278CC ^' erg i . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1UbZb-MUbU-Monster House - CZb) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load 4-4-3 1 .5X3 III 5X7 4X5 (R) III 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) 10-0-0 4-0-0 _1_ 8-0-0 1 12-0-0 Over 2 Supports I R=455 MID W=B" (8" min.) F=20 W=8" (8" min.) RL=38/-103 I n PQ* lEDesignCrit : F13C2O1 ORes/TPI -2OO7 (STD) jj G PLT TYP. Wave FT/RT=20%(O%)/10(0) 1 1•.it7 725'00 1 FL/-/3/-/-/R/- Scale =.5"/Ft. WARNING•' READ A CONT ALL NOTES ON THIS $HEETIIMPORTANT'. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS TIC L L 20.0 PSF REF R6666 - 79255 Trw r ° , n f.br,c.t,ng n.ntll,ng, ,n,pp,np • • np c,ng N O. 22839 DATE 08/30/ 1 3 nIollo.'v n lr.C51 (.0 ng Cmp°nont $.lacy n r.. , n ey TPI° nC YTCA) :` no„ r,untopy, TIC DL 7.0 PSF o .b . po[n[o.Po. P` In°., r`[ rI. y.1°1 ` r... a 'ii° Po` u:!" o n vn, n °•r properly .r,q.tl 1p Loc. c BC DL 10 . 0 PSF DRW HCUSR6666 13242048U„o'cn. I NE bcEl, 31rBID, E OALP BC LL 0.0 PSF HC-ENGSSB/WPF M1rInar T• ePtlngcnonc,o (ITRCL) ba `..poarPgbP',n°g,g" i o na.o nol,ga, a SEQN- 10211 cp[ oeafn• D'n°.[ a° a'°n, a, A_'yP.... on° Pr" t'° n. l.oV. o.t° ..°" Rarf TOT. LD. 37 .0 PSF4Oa r a` tlPG[o.1c'oa"I oM1. lantlaaal. l, 00no9n• ar, nc pr nI o[, cgoeo! g. rn 1° R1Q.tl,pIT BuddgpCompon•nb Group ne. FL, 32837or°° aint,r,u' P,°°oV b•,ri yno 5— Ing- oa, gnoPAN/TPoer2 For .o" CG1aba°y =on T„ ) s'01M. OUR. FAC. 1 .00 JREF- 1UZ76666ZO4TCA abntluOrlando FL COA HO 278 g• r TPII'"g , Icc SRAC ING f 24.0" f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C2D) Top chord 2x4 SP_#2_13B i Bot chord 2x4 SP_#2_13B Webs 2x4 SP_M3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Our Fac.=1.00) TC- From 56 plf at 0.00 to 56 plf at 10.00 TC- From 56 plf at 10.00 to 56 plf at 20.00 BC- From 20 plf at 0.00 to 20 plf at 6.19 BC- From 40 plf at 6.19 to 40 plf at 13.81 BC- From 20 plf at 13 81 to 20 plf at 20 00 Wind loads and reactions based on MWFRS with additional C&C member design 3X5(A1) _ 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf GCpi(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1 50. 4X5 = 20-0-0 Over 2 Supports 10-0-0 3X5(A1) I. M l R=833 U=114 W=8" (8" min.) R=833 U=114 W=8" 8" min ) Design Cr i t: FBC201 ORes/TPI -2007 (STD)AA•.•M.• E• 725'00•• PLT TYP. Wave FT/RT=20°k(0°)/10(0) Q 6 Scale=.375"/Ft. AND FOLLOW ALL NOTES ON THIS STALL • WARNING" DESIGNIMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS F,L/-/3/-/-/R/- TC ILL 20.0 PSF REF R6666 - 79256 Tr ... nun.... ,nipping, .n,t.I....... p clog nr to Intl ng N O• 22839 DATE 08 / 30/ 1 3r° — cox vticclon ar .CSI (eu,l C....no S.ru ty I....... inn uy TP1 .na•wTCA1 r . t TC DL '7 . 0 PSF u °r c° pc rtor.,ng c ,o m In,ullcr pr..... t........ b n9 P eCs ltl , nrnl ," ' "'"° •! tr 1x BC DL 10.0 PSF DRW HCUSR6666 13242049 ALP I NE n.va . pr°p°r ly •tta h.. r.... ....... LPcnt.Pn,t,h- ar p......nc I•tor,l ro .cr ng in,t .Ilan por .GSI ,act Cana .] ET or .lOwnP, .ppl lc Pblu • . nlTw .P,Pitl-9 Co,gPnP Group Inc (IT..CG) , . - Ic ml my tlov vt rr of } r tna n'AN51/TPltlr l pon fora n•ntl / TE O F BC LL 0.0 PSF HC - ENG SSB/WPF nY ° u.ltl c a in <on Pr • . 1,n9 an,p.n9, ,nr yl/ y APVIy ; n ,n ., ,nn.n .bn.° n° °n tpn„ m.b ,l, Pn a„ nPtatl r R.I., P •..n 160A-Z for , .rn P.- Po„ Z. A e °• tl' rnP°:t.n,i°Pt.nc°tP`aPrun O t Q ` TOT. LD. 37.0 PSF S EQN - 10074 1 Buddmp Compon•nb Group ne. tlr..,ng nr Pn„a, p.ga ia[n9 t ro,..Pnn1 Pn9.nPPr.n9 ua,Pon„ b,I tY IP 1y hP a ..gn`: n ty . n ,.9n r .ny . PPttT" L •• DU R . FAC . 1.00O3p°n,.b.l.cy or too .u,1 n9t-P,.9n , por ANSI/TPI 1 Sncn2 FPrl.o n T s QNAI JREF- 1 UZ76666ZO4 Orlando FL, 32837 FL COA k0 278 bc,nEu• genar.l n , p.gv ITW.LG bc9 c TPI.... tP n,c Prg, NTCA try on ILL --- `c...r, nr9 ti 30/2013 SPAC I NG T 24 . 0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR kivuea-witmt-monster mouse - L,$) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purllns to brace all flat TIC @ 24" OC, all BC @ 24" OC. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below 3X5 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. i 4X6 1 . 5X4 III = 3X4 : 3X4 4X6 5X7 3 3X5 1) = 4XIB =• 3X6 = 4X6 I 16-0-0 31E 14-8-0 19-4-0 _I I_ 6-0-0 _I, 5-4-2 _I, 13-7-14 _1— 13-7-14 ,I, 5-4-2 _1_ 6-0-0 _I 9E 50-0-0 Over 4 Supports R=492 U=0 W=8" (8" min.) R=1474 U=9 W=8" (8" Ep 581 U=0 W=B" (8" min.) RL=82/-82 R=1189 U=22 W=8" (8" min.) j P ''^/ Design Cr i t : , FBC201 ORes/TP I - 2007 (STD) P :' \ E NS`• '•. PLT TYP. Wave FT/RT=20%(O%)/10(0) 3. •.'5.0725.0 R'• T 1 FL/-/3/-/-/R/- Scale=.125"/Ft. I "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI TICLL 20.00 PSFIMPORTANT " FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS N0.22839 REF R6 666 - 79257 Tru ,a, ......` v.... c..* In f. cing n.ntlling "Ipping m,c.'I ng .bd cing R r co jtl roll". .... tlI [I on or RCS, (.ulltling Co.p.h.hl S.fa[y Infpr..clonby TPI ntl RTCA) ro -Ty 4 TIC DL 7. 0 PSF DATE 08 / 30/ 1 3 r I. p"rf"rning [ ," on, I.,c.11.. I pr p"" c".por.. b Ing T, U..." c" " r `" " °`"°" r'y " • " "P.1, '" "° ' ' BC DL 10. 0 PSF DRW HCUSR6666 13242050 M1." P h— III .[[ M1p rtlig ltl call)•ng Loc.c one ,nu r Paf l..nan[ • n na n,• \ ing I ,[. a otl par RCSI — m D] 6T or 210 n— ppl —bla .[or. l ro,[r. r TE O F ALPINEM1ITW15—d-, Cp pp...1, Gr..p In" cITWDGG, , II n"[ a,P"",Ib "r .ny tl""I.[la" rr i BC LL 0.0 PSF HC-ENG SSB/WPF ny f.11u .ha c u„ In con l"r . M1 ANSI/TP Ir I, "r r"r .ntlling, ,M1ip.IUg, I tlApplyrpl.ca, [a a. c „ .hd °a,l[,an ...M1p.n l— n o'JTOT . LID. 37. 0 PSF S EQN - 265529 D...II, un „ "[otl "[h" .I R.— c[" f r.. pirg,r 16OA-2 for , .rtl pl— po,lcl on, anAt..I 1Tf • ••• C O R ,O •• IT Buildn Com on.nb Group ne. Ing ar ba".r.p.ga II,[IM1g'tlal, tlr."o.g.tllnblc.rtouecaap[.nca[a'oprpo ra„Iona anglnaaring araa[ r '••.,.•••' \ aaatlo;Pan,Ibl I[y . laly fryr [ a ,Ign . n Tna , y . tl ,Ign r .no , ` Q DUR. FAC. 1 .00 Orlando FL, 32837 v, ppn.Iblll[y a [ a ePII.tl..ngc-v,lgn par ANSI/Tpl 1 saa"z " Farr .... balna , n .". rTnl," pbAI A I . ganar. I n p.g", ITW.RCG I bcg c TPI . tPln,c org, IFTCA cry c V i 71 FLCOA# 027s DG -..'==:•racer, 8/30/2013 SPACING 1 24.0" IREF- 1UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - ICU) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC 0 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X6 = 3X4 = 1 .5X3 III 4X5(R) III 4- -3 10-0-0 I_ 7-4-0 ,I, 9-4-0 _I fE 16-8-0 Over 2 Supports R=630 U=44 W=B" (8" min.) 1 U=71 W=8" 8" min.) RL=94/-35 Ft ^f Design Crit: FBC201ORes/TPI-2007(STD) C E N$+• •••.' qTPLTTYP. Wave FT/RT=20%(0%)/10(0) 3. 4.(8`.0725.09 1 FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING* READ AND FOLLOW ALL NOTES ON THIS SHEET' IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS W N O• 22839 TIC ILL 20.0 PSF REF R6666 — 79258 DATE 08/30/13 Tru„o, r r °. ... P n r. br c.c .ntll —pp-9 a n c tPqu v t cfrWC51 (Wu °'' b '°M , P " q • CA rS.r r•.c'on by TPI TIC DL 7.0 PSFnCo.pononc .ntl•WTCA) , r pr.c co, P.... .°o°P° ° .nM c ,a In,c.l P I ProvltlP co por,ry br Inp E yi DRW HCUSR6666 13242051 Uhl- " ocbPrrly - c r `" PI.P.11y .tb..P°. proporly .cc M1 tl"r tlip.e cP.l•n9 LPc.clon,`,"o rorpPPr I.ter ra, tr. rob : n., BC DL 10.0 PSF ALP I NE NII b.— br.P ny .—.1°e por WC51 wcc mn+ 83 WT Pr ElO .ppi—bl. ITW Dulltllny C°.p ht, G... p Inc (ITWECG) , ll -1 bo r PPn.111. t°r .ny e.vl.0 .n trP rtLr E vi : Q BC L L 0.0 PSF HC - ENG SSB/WPF n, r.11uro to idle cnP c u„ in con ror.. rn b ANSI/TPeI 1 or tar n.ntlllnp, ,n 1p.Inpo In naan, Pr trP„ , APplyrIF.:— ,o ..ch P P t N„ .n pv,i .., ,barn .bq . ne n t la Pnlo„ .—d o r I RP Ior mt r.r hR IGOA-Z ror , tl.rtl PI.t. pP,ItiPn, A .... tl ° L K a R• TOT. LD . 37 .0 PSF S EQN — 10269 I Buddyip Compon.np Group ne. n, or co.Pr p.M. Ih; ' , er...na .d.c.l., .... pt.ncP`o: prorP„IPna Phglh.Priny Ppon,mll.ty ,PIP Iy I.,`tnP m,on ,h..n ITh. ,P,t.bll1ty . a ,P P ,Is,n r r .ny , pTnI, 1 SS+ DU R . FAC . 1 .00 Orlando FL 32837 P,pPn,cb"'ty Pr tnP .PI l notDP,IMn Pqr ANSI//TPI Soc 2 ForT ,bcl°tlu. n m p.n. r.l n , P.yP. IT. COG I rbcp c T.I cpin,c Pr•. WTCA cry c J^ b e O^ JREF- 1UZ76666Z04 FLCOA#0278 ICG ---, Pr, BRACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 1LJSL8-ML; HL;-Monster House - Ujb) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP S2 13B Webs 2x4 SP S3 13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure Bottom chord checked for 10 00 psf non -concurrent live load 1 .5X3 III 4X6= 5-4-3 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. l 2X4(A1) 4X5(R) III I, 2-0-0 I_ 10-0-0 I 12-0-0 Over 2 Supports I R=455 U=69 W=8" (8" min.) 53 U=9 W=8" (8" min.) RL=48/-128 i 17 RPF Design Cr i t : FBC201 ORes/TPI -2007 (STD)ifPLTTYP. Wave FT/RT=20%(O%)/1O(0) 1 FL/-/3/-/-/R/- Scale=.5"/Ft. WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEET' IMPORTANT" FURNISH THIS OESI GN TO ALL CONTRACTORS INCLUDING INSTALLERS TIC L L 20.0 PSF REF R66 66 — 79259 if USM1O' fI " "fO.b or SCSI (:. 'np"Cw. b.b,"S.rocyPPIbr....uon!' by9TPIa.n. WC.) co ro¢ " NO. 22$39 I TIC DL 7.0 PSF DATE 08/ 30/ 1 3 pr. mo,°P". per orn np w r on, In a. r, . b.. conp°r.ry b no rD"'"' "° °'"°" `°," nor '""' "'"° °'°°"yl' ""` , r",. : ' ' '"9'" oil n."o . prap.rly .cc cnotl rtli p.tl c .:b. L c onscsnonn rot porn.nonc 1. cor.l rose SCSI l BC DL 10.0 PSF DRW HCUSR6666 iazazosz ALPINE InM in.c.11o. per SCSI ,occl SJ, T or 510, ., .ppIl .bloM1Ir• epl min•cp crpp Lrtrecc +M1.II .ny tl°".c.n r byo ononc, p 1 .) n.c b. ro,POn,lblp rpr ° r...... c bull. cn. c us, .n con ro .n .I 11 ANSI/TPI 1, or for n bdl ., ,M1 1ppinp, In n, .r c.. . APply`Pl.con c Lo"A a. to 1 ,. p nTe. VF Q BC LL TOT. LID. 0.0 PSF 37.0 PSF HC - ENG SSB/WPF SEQN— 10220 n clan. Doc.l11. unlos. nocotl rnlw Ro rorccor r.nlnp s`160A-Z tors, ..•. pl. co P.• tlr.n np or cp"° tl`•M1o 9 alTM1ao,ulc.bllo[c.ncaco -"9rar tiny oroo..cn. AA Q R 10 •1. 1 Butld/np Compon.nb Group nC. oP.Qo a°o "oI IRn any . o,Pom lblllcY , . Y r „ 9n , , y . o,pon,b l cy - cno Su,l.,, Do,.Snor par AN5 /TPI 1 Soc"Z ° For rnor nro r•.clon cTnln 9o or.1 gip. DUR . FAC . 1.00 Orlando FL 32837 n p.,.. ITA-.GG ... stab., ..n. TPI ... LP,n,L .rR. IFTCA nnn':b° d—ly ICc Q SPAC I NG 24. 0" JREF- 1 UZ76666ZO4FLCOA #0 278 rq r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C4) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B :132 2x4 SP_#1_13B: 64 2x4 SP M-31: Webs 2x4 SP_M3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10 00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30 00 ft. from roof edge 135 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0 18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 24" OC, all BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 3X4-- 1 .5X4 III 1 .5X4 III 5X7 = 3 3 4X4 6X6 = 5X7 = 5X7 = 5X7 6 6 0 3X8 = 10-0-0 B2 3X5 (A1) = 3X6 = 3X5 (A1) 3X4 = 3X5 = 5X7 = 3X54 3X4—_ 1 5X4 III 3X6 = 3X4 = 3X4 I E 16-0-0 31E 10-8-0 CIE 23-4-0 I_ 8-0-0 _1_ 7-4-2 _I_ 9-7-14 _1, 9-7-14 _1_ 7-4-2 1_ 8-0-0 _I 50-0-0 Over 4 Supports R=633 U=0 W=8" (8" min.) R=1267 U=0 W=4" (4" min.) R=895 U=0 W=8" (8" min.) RL=96/-96 R=946 U=25 W=4" (4" min.) Q ..•'.(...j...j.,.++',,•/,%,,% Design Cr i t : FBC201 ORes/TP I -2007 (STD) G PLT TYP. Wave FT/RT=2096(096)/10(0) 1 1..'0725'Op 1 FL/-/3/-/-/R/- Scale=.125"-//Ft. WARNING** READ AID FOLLOW ALL NOTES ON THIS SHEETI • IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS TIC ILL 20.0 PSF REF R6666 - / 92 60 Intl lam, e). 22839 DATE 08/30/ 1 3lu„c„ ....... ca,, c ro In r•brlca nq, M1.ntll nq, •M1 ping in,ta llnq •ntl b c nq or to p n. a {CSI ceplltllnq ce•ppneat s.raypinrerba on by rPl .nd•wrcA> r et TC DL 7.0 PSF pr pr,ca pv r•onp t no m Insc.11pr, , I Proa tlo co•por.ry b nq p { tlua.zt n purer., ,a ptec tM1e a ,M1.I ICM1.vo prppony at.cM1 „Apra ,M1 . In..n BC DL 10.0 PSF DRW HCUSR6666 13242053 ALP I NE properly •cc M1•tl rig ltl colllrp Lpc •tl... ,np r per •.npnt I e Inq n,t.letl per ecsl .ettlen, { tl pr no ^••e.PPI¢.blo • ter roar • ; M1I r e......IeCp,.Penp Gre.P Inc ""'CO) ,M1. net m re. ,"" r r .ny tl p alpn a to ny nl r bulltl cna c rp a - ANSII'I 1, pp ..,.ollnq, / TE OF ( BC LL 0.0 PSF HC-ENG SSB/WPF EQN- 265521 con .nce r .M1IPPInq,rin• r•°• pq ' ° ° "P ';rP' ^ onAc•v.ln.rtl TOT. L.D. 37 PSF Dp c•I I• n „ n vtl I Re r•r co tlr.a nq•rl{OA•Ztl ror,• A. 1 Pl.cv Po•Icl onaco.•rpP.ue tlr •„ oprpore,•lena pnglneerinqIlM1ac,o 4 b t O •{• 0 I Buildjnp Components Group no. e,pe;lti r I'— ee• .q, c.blc•Puncetpity , ely a „qn , n sty .ntl p ,Iqn r .ny , rptt pn cTM1I, Ppn•ipi ty , tM1p euu•Uv^ytya,i9n Po;,A"_ snn , seP.z Ferrer.. s DUR. FAC. 1 .00 JREF- 1 UZ76666ZO4 Orlando FL 32837 FL COA N0 278 bclntlp• e. gener•I n , P•qe, ITW-eCG bcq c cPln,t,erq WTCA cry c GD --- erg DIVAL ' SPAC I NG 1 24. 0" r 19528-MCBC-Monster House - C4A) i Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "13B"fuse design values approved 1/30/2013 by ALSC a) Continuous lateral bracing equally spaced on member. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC ® 24" OC. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X4(A1) 9-4-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1 50. 5X8 = 1 .5X3 III 3X4 7-4-0 4X5(R) III M 16-8-0 Over 2 Supports R=630 U=0 W=8" (8" min.) =631 U=54 W=8" (8" min.) RL=87/-44 Design Crit: FBC201ORes/TPI-2007(STD)AIP PLT TYP. Wave FT/RT=20%(O%)/10(0) AV1. WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEET' IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS I lusao+ ro.u ro a r o In f.br,c.t„q, M1.nUling, .M1 1pping. ,nac.l ,ng .n .... o a frWCSI (Wulltllnq Cwpan.nc S.I. cY Inl......... by TPItl. a WTCA) f !o w is pr,or co pbrlor.n9 cn s. f t,an In,t.,l.r+ aM1.11 Prov,00 cwPor. rynbr Ing p W(W ltlU„I.a+cnoc o-.r.,s nur .b. Ic'.vP`propor'Y .c .cna uccu r.l sn ,n. • ! R proporly . tl rtlig S c , ,ng Loc.c,on,`+ r porn.nont •.cor ro,cr .on.l l hwo br.c ing Imul lotlop.r RCS' soc t,on, T, q or aOYn.ao.ppl w.blo ALPI NE ITW Ru d-, Conponbnc+ Group Inc (ITWOCG) +M1.I' noc bb a+pbns,blb for .ny tl •clan r /a ny f...... c cna t u„ - confo .1 ANS"Tp lrt, or for ntlling nlpping, f, Ing of tru oa'tl Applyr pl.cas R P. • f o o c u„ .ntl pu,ltl s•,M1a.n .b v. .ntl an 1h. Ooc.,ls un la, atotl rrl o Rafpr`co r.r ingsr160A-2 for , .rtl pl. to po ic,ons A s I 1 Bwlding Components Group no, r Ing Pr tP rnp.g. ,npo•cM1,s tl in^,tl ntli cPP uncatl `of Pr'f[„slba la.np rnoor,np o rbaPon s,bll, t. ..... y I,— 1h tlP+,gnr Mor ' Tno`;I`,or[.E`I, y . so o ,Ign r .ny . ruc Orlando FL 32837 ^•p:, abl11gy P tnu 6o dlgtvn.,gn _; ANsS r1TPl 1 sPtnz For .m .bt lntlu+' n w `rn,. p.nora n a p.gP ITW-WCc , ncq c TRI 'P, me org. IITCA try c FL COA 90 278 cc 5-0-3 tMR RqE25'0p••14T 1 FL/-/3/-/-/R/- TC LL 20.0 PSF No.22839 TIC DL 7.0 PSF BC DL 10.0 PSF TE OF ; BC LL 0.0 PSF A Q•• TOT.LD. 37.0 PSF X DUR.FAC. 1.00 PIONAV. ti SPACING 1 24.0" Scale=.375"/Ft. REF R6666- 79261 DATE 08/30/13 DRW HCUSR6666 13242054 HC-ENG SSB/WPF SEQN- 10283 JREF- 1UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C48) r Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 3 1 . 5X3 III 0 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 10-0-0 a 12-0-0 Over 2 Supports R=455 U=79 W=8" (8" min.) 11=4 8" min.) RL=57/-154 R p FDesign Crit: FBC201ORes/TPI-2007(STD)A3 J PLT TYP. Wave FT/RT=20%(0%)/10(0) .1 .0725. V '• T FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI • TIC LL 20.0 PSF REF R6666 - 79262 IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Now 22839 r u,... ra9ur. ,crow° care rn I.br'ca rnq M1antlr nq an rPPrnq, gnat. rnq antl crnq R r to 4tl GSI c.°r tlrnq Gwpnnnnt S./nty In.nrwarnnllby TPI . WTGAl In .rpty . TIC DL 7.0 PSF DATE 08/ 30/ 1 3 pr.cc•ce,np•o•'to perlernrnq c ae c en, In,c• r II P ovltlw cowporarY br rnq pw w propePrryra . I an r"; q itlfor' BC DL 10.0 PSF DRW HCUSR6666 13242055 a•lM1.v o: pr operry acc Peavrtli•c°I„•np L c c wbow u....°rwanonc •ac.r ra,cr.r weba inq In, ullotl per •CSI aeccr°n, 53,•37 or •10,nu .pplrubl° : TE of ALPINE ,M1ITW .uVotlbngcGvwpPnPnc, GrnuP Inc IITw•cc> , not bn .,pnn„brn Inr nY arnn r BC LL 0.0 PSF HC-ERG SSB/WPF any tlowanyI v ui . cpp c u,w in con tar n.ncv w n ANSI/TP IrI er eor nantllinq an 1pprnq, rrn De(...... c , APPryrplae, to n. t „ .ntl pn,itinn ., ,Hewn .b°°° .ntl ° t oaJ (//{ • TOT. LD . 37.0 PSF S EQN - 10230 11, unloa, n atl rwr, Re /e rcm .w nq,r 11.A-2 /er , artl plan Po,iu on, "A ; al 11T • • t o K w ••: Inq urvorp.g° or,crnq cM1r, tlrnwing tlrntl ic.ro, accop cnnce co/ pr ore w,ional on9rnoor rng a '•'•R• ` 1 Building Compon•nr• Group nC. o:.pen,rbrl`ey ,elary for Uo tle,rgn ,Hem Tnn .uit.bilrcy . tl ,o a ,iqn I r — , ructur,- v•••• DU R . FAC . 1.00 n,ponarbrlrcY ° cM10 •ullernq Dewrgncr par ANSI/TPI 1 S°cn2 u For In r n , [TM1ia Job SS/NAL Orlando FL, 32837 annnr.r n , p•q. ITW-oCc ... rtwbtq TPI w.w tPrn,t nrq WrcA .ww ,b lmb,try Y FL CO A #0 278 ICG --- "==,.rn erq 8/30/2013 SP14C I NG 1 24. 0" JREF- 1 UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C5) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B :B2 2x4 SP_#1_13B- 64 2x4 SP M-31: Webs 2x4 SP_#3_13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load Creep Increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge 5X7 1 .5X4 III 6 3X5(A1) = 3X6 5X7 = 1 . 5X4 III 5X7 = 3 , 75X7 = 0 3X8 = VB4 3X5 = 5X7 = 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CSC member design. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OCr all BC @ 24" OC. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below JAb 1 . 5X4 III 5X7 = 3X5(A1) I 16-0-0 . J, 10-8-0 3)E 23-4-0 1 10-0-0 _I, 9-4-2 ,I_ 5-7-14 _1_5-7-14 ,1_ 9-4-2 _I, 10-0-0 ,I 50-0-0 Over 4 Supports I R=633 U=0 W=8" (8" min.) R=1264 U=0 W=4" (4" min.) R=897 U=0 W=8" (8" min.) RL=110/-110 R=952 U=27 W=4" (4" min.) [ R P Note: All Plates Are 3X4 Except As Shown. a " .•.• Design Cr i t : FBC201 ORes/TPI -2O07 (STD) P.`•''` E N,+ ',••.'YAAJG PLT TYP. Wave FT/RT=20%(0%)/10(0) .Q?.>s6. 725 4 •'•.QT 1 FL/-/3/-/-/R/- Scale=.125"/Ft. ALPINE 7,n./COm 0/I•IIb GMY AO. a P Orlando FL 32837 FL COA #0 278 WARNING" READ AND FOLLOW ALL NOTES ON ING STALLIMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS T ru.... r " r b rn ,.br cat1"C, n11"11-y ,I.IpVrnN, in,tr rnp .ntl b—Ic -- b . . ,`.CSI (Eu nq Cmp.. t S.roty Inrarn.t — by TPI .ntl WTCA) .ty; " pr.b be, P .. ... r non9 c ,° n .on In,c. pr.. — cb.Pbr.ry b np pUnlmsn°"Uro nbrri"° `op cno n r p.va"properly .c cb 1;tru"° m °' pre^ar ly .tt nod raga co rrnyo Loc.cron,c.now Cor por r.co r.l ro,cr. .cb. b.II b... br° • ,ra •°e par .CSI ... t. m 83, 57 ., 510 n., .PPli . • nIT..°rltlrn Car bnt,Grab nt (ITWBCG nbcba .aralan rppIo• I r1,p°n.r to ...... tl r o. r r.,. ny r.l a urltl cno r u,+ rn con ro .n n AN51/TPI 1, or or n.ntllrnp sn ipp inQ, in A• b ,nglo . . A"",y`pl.to, t° a. r.a.ro t b...ntl pa,ltian ., ,nprn .ba...ntl an t Qpac.il,, un „ oratl rri.o Re rorrtb r.rinp,`16QA-2 for , tl.rtl P1. co pb,lclbn, A . .1 tlr.r .. y , b y ,IRn , Tn. , y . ,I.n . no . r,pbbrl a pi Vorcna tloM1w9,°u t.brl[ticQorepnrr.ct eePo... r ..y ° rba .url rn9 cro+rgnur`r p ANSIITPI 1 Socn2 u Far . rbcrntlu. n ar tTnl.0 bpanor.I n p..., ITY-DCG bcg c TPI cpin,c org, .TCA try c GG ...... ara O. /./. TC LL 20.0 PSF ItL3 TC DL 7 .0 PSF BC DL 10.0 PSF TE OF rQ BC ILL 0.0 PSF TOT . LID. 37.0 PSF 1 DUR. FAC. 1.00 Gp AL y111 SPIAC I NG t 24. 0" REF R66 66 - 79263 DATE 08/ 30/ 1 3 DRW HCUSR6666 13242056 HC-ENG SSB/WPF S EQN - 265505 J REF- 1 UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C5A) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purllns to brace all flat TIC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load Creep`increase factor for dead load is 1.50. 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpI(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure Bottom chord checked for 10 00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X5 = 1 . 5X3 III J 2X4 (A1) = 4X5 (R) III 3 11-4-0 _I, 5-4-0 _I E 16-8-0 Over 2 Supports R=630 U=0 W=8" (8" min.) 31 U=50 W=8" 8" min.) RL=106/-54 f b ^/ P. a••`' Design Crlt: FBC201ORes/TPI-2OO7(STD) fV,+ ',,•.'Y v' e PLT TYP. Wave FT/RT=20%(O%)/10(0) Q1.66 725'64 T 1 FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING•' READ AND FOLLOW ALL NOTES ON THIS STALLIMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERSV- 4dNO,22139 TIC LL 20.0 PSF REF R66 66 - 79264 O, 22839 j DATE OS/30/13crawcrrSC51 (Su,l •ng Co.p.n.nc S.r.,yI--...... by TPI .nd WTCA) r T °".„ r`:°,r.. . '" "b` "°. M1'"°I'"° 'b,Pp,:" "° '" `In° TC DL 7 .0 PSF p..c..c., pr,o'co por lorn ng c ,o cion In,c.11 r prov,d. can .ry b In9 p U„lo„ no co° .cM1.r.,o c.c cn.r ,b.11`'.vo Prap.rly .cc.cM1. 'strut curl .M1 in. cc ..d r d L. ! !.r L 1 r. a..p BC DL 10.0 PSF DRW HCUSR6666 13242081P'.p.rly . ., ing .n+ ,b^. p.rn.n.n .r r.. M1.11 b... b--g In+c.—d por SCSI ,occi.n, 113 'S) or 010,^.+ •ppllc. ITw • Id n c." I n.c b. .ny d nTEgpo...c, c (ITWSCG) +n.11 ro,p.n,iblo ! .v .c.. !..... Shirod aF ' ALPINE BC LL 0.0 PSF HC-ENG SSB/WPF cM10 c u„ In confor".n ..'bANSI/TPI1llIngSEQN- 10295vuo, Applyrpl.co+ 1....M1r..,„.ndp.,,rl.n.,n..^.b.,..nd.ncTOT. ud .r S.e.r c. .—g+`16OA-I !., , EPI.c. p.,,cl.n, A LD. 37.0 PSFUti—., A R 10dr..ng .r ....rp.9. r.—g,uc•`ngrn..ri^9VbllBuddmpComponentsGroupne. ro1`no`." y+19n . TM1., yn .nY DUR. FAC. 1.00 Orlando FL, 32837 Pon,Ibl I,cy o! cno eu, I n9`D.+ 9^ par ANS/TPI 1 Soc3 For on , gono"' " , ITW-SCG bcg T.I cpI"" WTCA `ry JREF- 1 UZ76666ZO4FLCOANO278 90 ` or°. ... ,bclndu, ICC ... , . . g ° QfVAI SPACING 24 . 0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &•DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C6) Top chord 2x4 SP_N2_13B Bot chord 2x4 SP k2 13B :B2 2x4 SP M-31: Webs 2x4 SP N3 13B :W13 2x4 SP N2 13B: Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC a) S3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"xY ,min )nails 0 6" OC Bottom chord checked for 10 00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. i i 5X7 = 5X8 3X4 6 0 3X5(A= 82 1) 1 .5X4 III 3X4 = 4X4 3X6 = 3X4 I 16-0-0 I_ 12-0-0 I_ R=599 U=0 W=8" (8" min.) 4X6 -- 1 .5X4 III 3X4 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30-.00 ft. from roof edge. 1 .5X4 III 5X7 3X5 a) 6 5X12 = 4X6 = 3 10-0-0 3X4 = 1 .5X4 III 4X5 (A2) 8X8 = 4X8 34-0-0 26-0-0 _I_ 12-0-0 _I 50-0-0 Over 3 Supports R=1267 U=0 W=8" (8" min.) RL=122/-122 R=1916 U=6 W=4" (4" min.) pp //.. Design Crit: FBC201ORes/TPI-2007(STD)n•'•.`% / 4 PLT TYP. Wave FT/RT=20%(0%)/10(0) R••45+ •: Y:1 FL/-/3/-/-/R/- Scale=.125"/Ft. ALP I NE IT Buddi Com on•nb Group no. 0 P P Orlando FL 32837 FLCOA#0278 WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEETI i IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Trus,.. r.Quvo.n:rv.v ury in r•br,c•c,rp, M1.ntll nq, nM1ippmq ,mulling .ntl c,nq •r [a`•.n Csl i.°,Itl,nq Cwpanan: S.la[y Inlar..:,an by TPI .nd WTCA) ,. .r u„ io,apr•ovr'ao por lar n,nq [ , In,c.,,or, , I prov,tlo [onpor.ry„b Inq r WCSI: tea ° aLM1ar., ,a, tat M1a.d'.n:°'I"n:ro prapar,y .:t.M1a ar paorn.nan.1 ,btroot M1.v • praparly .tc M1ctl rig in tailing Lac.t,vn, ,Ha.n I,:or 1 M1.II M1,vv br,c inq ,n,:,ll.tl par WCSI ,actions A] ET or 010 •, spPl csbl° inq npotlnvnt+ p ) , Iv I .ny tl r ITW RuiltlCoGrouInc (ITW.GG .,, nut by ro,pvm,b ar ovi.t,on r c ";bd ny !„ lur ^ cba c us, in conlor..ncv .„ b ANSI/TPI 1. yr !or M1,ntlllnp. M,pp,nq, , nq °%tr • APPIyrP ,:a, [a a. ° a : p„ •^^ Pa,I: an ••' Dvu i, s. unlm o:vtl r.so Rolor`u! r,»nq,r1A0A-Z Ior , ntl.rtl p„•:o posy:, on, o^A s 'rya] Inq or cov rnp.pv a ,nq UI, tlr..Ing tlintl c.:o, •ccap:.nco`of prolma,vm, onglnovr,A: r•» aI : a[ M1a tla M1a»n ,[,,, , ,a a ar r a,Pan+b l:y , °Iv r ,iqn , rM1a ,a Ity .Iqn r .ny . pno 1- 11y v! — Wu, I wngcDmlq par ANsS.W/T`. I' S.c 2 v For....M •bv ,... I n . ` TM1I q.n. r.1 n , p,q., ITW-WCG bcq c TPI t vrq. WTCA try c CC .. i=='•!^ orq ryo.22839 TE O F I. dye 0 R% V • • ` H •••• s' n iG V/NAIL LL` TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 37.0 PSF REF R6666 - 79265 DATE 08/ 30/13 DRW HCUSR6666 13242057 HC - ENG SSB/WPF SEQN- 265841 DUR . FAC . 1.00 SPACING !'24. 0" JREF- 1UZ76666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C6A) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with '1313" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0 18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15 00 ft. from roof edge. 4X8 = 1 .5X3 III 4X5(R) III 7-( 3 i I_ 13-4-0 ,I, 3-4-0 _I 16-8-0 Over 2 Supports R=630 U=0 W=8" (8" min ) 1 U=46 W=B" (8" min.) Design Cr i t : F13C2O1 ORes/TPI -2OO7 (STD) ' -,' 7i jVSW ••////jj PLT TYP, Wave FT/RT=20%(0%)/10(0) 3. •'S.0725.0•'•gT 1 FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET REF R6666 - 79266IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS N Oe 22$39 TIC LL 20.0 PSIF rrua ....... ° ar°.° c.r° ,n r.br bnn°I,nq. abl ping. ,n,,a .ntl b R r t TIC DL 7.0 PSF DATE OB/30/13 SO' r SCSI (Soil •nq Cwpananc S.rvtyp lnrorn. c.— by TPI .ntl -CA) ro roc . p r.c co°prio aco parrorn nq t sa on In,t.11o pr vv Id tawpor.ry br Inq Un ` " cop c ` ,n v' roo.rly . . v ruccur.l sn .. .n . \ BC OIL 10.0 PSF DRW HCUSR6666 13242058 rigltlcI•rg p L c r pvr..n.nt •.tor I ros cr.I .vos• InV m,ca ee°par SCSI a¢clan, 53 ':; o' E10 n.:°.ppl ubl• r TE V F ALPINE , ITO 2. 1 1d..g Casananta nc (I71ySCG) , 11 not a,pan, bIa r r .ny tla Ltlan r BC ILL 0.0 PSF HC — ENG SSB/WPF n. " I u — t uss in con to b ANSI/TPlrl or ro b tlllnq sblp.Itl rI Inq1. r as a ° Arplyv `p'rtaa to a. t „ .ntl oa,ltlpn`., ba.n .ba a TOT. LD. 37. 0 PSF SEQN— 10306 Dac.11n un las o otl rw ,v R.— `cor c.. ngw`16OA-Z r r , tl.rtl•pl.c. po,IClan. v A`. • 11f • ., 0 ,v WW ` nq ar ° np:ga II;t1nq tbl, tlr..lnq °Intll aa, .aaapt.nca`cI Prato„Iona .nglnaarinq ° DUR . FAC . 1.00 ITBuddigpComponentsGroupnc. o,pan,mlllty° alaly rot t ,iqn aba.n Tn. .vit.bil, tY . tl ,. a algn r r .nr r r , asponaibil' cY o cba euviltivinq D,,ignar per ANSI/TPI 1 S..n p F.. r.v n ... n s `Tnc.uJ vo Ss Orlando FL 32837 ganar.l na . p.qa 1TW-S[G ... I[.bcp con TPI ... tpin,t vrq WTCA ... .bamau,vy con. FL COA #0 278 ICC --- as ° .rq R/30/2013 SPAC I NG 124. 0" JREF— 1 UZ76666ZO4 tr 4F THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - C7) Top chord 2x4 SP_#2_13B :T1 2x4 SP_#1_13B: Bot chord 2x4 SP_#2_13B :132, B5 2x4 SP M-31: Webs 2x4 SP #3 13B •W13 2x4 SP #2 13B: Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC a) Continuous lateral bracing equally spaced on member. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC IF 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep Increase factor for dead load is 1.50 MWFRS loads based on trusses located at least 30.00 ft. from roof edge. I 4X8 3X6 _ 5X7 _- 3X4 4X6 1 . 5X4 III 3X4 = 135 mph wind, 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B„ wind TC DL=4.2 psf, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. b) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nalls @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING- Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 1 .5X4 III 5 X 7 = 3X4 V \ 3X6 6 a) ( b) b) 6 11 , T1 0 6X8 = 4X6 W13 - A,10-0-0 3X5(A1) = B2 3X4 = B5 4X5(A2) 1 . 5X4 III 3X5 = 3X4 = 7X8 = 3X10 3X6 = 3X5 = 1 .5X4 III LE 16-0-0 L 34-0-0 _ I I_ 14-0-0 _I_ 22-0-0 _I_ 14-0-0 I 50-0-0 Over 3 Supports R=600 I W=8" (8" min.) 1266 1 W=8" (8" min.) RL=143/-143 R=1915 U=0 W=4" (4" min.) Q pAll- Design^/ Crit: FBC201ORes/TPI-2007(STDA3 PLT TYP. Wave I FT/RT=20%(O%)/10(0) t B`.0725.0••.'QT 1 FL/-/3/-/-/R/- Scale=.125"/Ft. WARNING** READ MID FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS N O. 22839 TC L L 20.0 PSF REF R666 6 - 79267 DATE 08 /30/ 1 3 T ru.•o. ro:u,ro a r . In I.br,c.[•nW, b.n.l,ng, s"i,,,n,, I....I Inp •n cingrWcslc"n.nc s.r.cy Inrpr..0 on. 'by Twtl.narrcA) r ..rbay tl p— co Pprlo np c ". w, In.[.II... ...11 p pv,.. [ .... .. br ,np W t TC DL 7.0 PSF ur" .r.,. "a ` "` '" n "P'r'y " rLocb.".o. P—Poly •c[ bptl r'Q Itl co,ll •nW •[,on.`.b. l"r"p.rn•n.n< •.[.r r..[r• b BC DL 10.0 PSF DRW HcusRssss 132azoss 11 1,— br.c,.W ,mc.nvtl Por WCSI w ..n. WD 87 or WIOVn•. •PPl,ubm TE OF BC PSFALPINEITW5.11d,nM Co,yononc. Gr I.- (ITWWCG) . 11 n"! b. ..PP.„ bI. rpr ..y tl.",.[,Pn Irp. ny !•,luro co ,Itl [bp c • conlo" ANS"!" I. or ro. "...ling, .I, Ppinp, In rQ,I,yL LL 0.0 HC - ENG SSB/WPF SEQN- 265819APPIoyrPl • [ P.. •ntl •..n... •bo.P .ntl p. c TOT. LD 37.0 PSF A... c.........r ......n Doc•I1.. u o••,no[ptl f r tl.r. Po•1[1 on. A . •IRol.rr["r '..,ny... tl'. n •r"[" C O 6 % • I BmldlgpCompon•ndGroup Z — 1b•"Pc.n e[ loprnr`nilPa 1 ..,u np.rinapp,.; p p". r'cne e.. r n . cy n ne p°•'py y . Pl .,Wn .n , T"I. Job , IbI I icy pr [.p Wm I nWc.o.,yn P ANSI///TPI I S"c3 " F.r ....bc,n.uw n S/ DI . FAC . 1.00 Orlando FL 32837 W.npr I . . p.p., ITW-WCG be c TPI 1p —t orp. WTCA, ... cry c .. FLCOA#0278 CC --- .PrR SPACING 24.0" JREF- 1UZ76666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House -IC7A) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_N3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep Increase factor for dead load is 1.50. 2X4(A1) JAY = 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TICDL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 1 .5X4 III 5X7 = 4X5(R) III 10-0-0 8- L 15-4-0 I 4 0 I 1., 16-8-0 Over 2 Supports R=630 U=0 W=8" (8" min.) 1 U=40 W=8" 8" min.) RL=144/-73 R p i Design Crit: FBC201ORes/TPI-2007(STD) G E N cc• PLT TYP. Wave FT/RT=20%(0%)/10(0) 3. P.1 8,.0725.e'•'•.WRT 1 FL/-/3/-/-/R/- Scale=.3125"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET - IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS i N O• 22839 TICTC LL 20.0 PSF REF R6666 - 79268 v ° ` rrec„I U° n cpnupnnnc s.... y r".c o lb Tw tl.m WrcA) , 1h r°: Ir° ° °" S '° f..rlt"" n.d—g..— S y '"° PI "" 9 pr•cc'Icoa pr or'co p.rf...... c ,o a In,c.11ar, , 1 1- ....y b nfl p r° Y. TIC DL 7.0 PSF DATE 08/30/13 DRW HCUSR6666 13242060ntlu....1.. n °tn.rrl, an ° pr°;cr`y • , v "bra ,n In. ' b • proporly •tt c tl rtl...d cv'•np L anorn lortlpor".nanc •,cpr 1 r..tr• f wbi BC DL 10.0 PSF ALPI NE a b.n bwv bra nfl Imu npa°por SCSI ,accivn, S],'S)°u, 10. ., .ppnublo ITS Wm 1tl mp Cm —I... Group 1 c (ITWSCG) ,H.II not by r°,pon,ibl° far .ny tl uv fro j'E aF BC LL 0.0 PSF HC-ENG SSB/WPF ny f.Ilur• tb ulltl cno t uaa In con to .n rich ANSI/TPI 1, or for n•ntlllnp ,n 1pp ing In nfl or cru , Applyrplaba tb pa rn . ° t °., .ntl ppaltlnn ., abnrn .b p .ntl p _ Daco11., un a o.d rr1 R.r.rrt° .rinfl,r160A-Z ror a .ntl.rtl pl. c. Po c,ons "A`. .1Catlnp'c L P. ••• C O R 1Cf •• TOT . LD . 3 7 .0 PSF SEQN - 10318 tlr.rinp or covor"p.flo „ tlr.rinp,°.ntllc.ty, .—P,.ncot°f pr°ra., l on. 1'onpino.rinfl I Budd1 Com onenusGrou nc. na P P n b , tlp,p ll,ty p1y nr ° „fln a p.n Tbp ,tl t. ,ty . ,p p ,Ifln f r ."I , ru<t a,po........y cnv—1d,"fl`Woai.... ANSI//TPI 1 Soc"Z u Forr.o tThl,uJob • SS pNAI OUR. FAC. 1 .00 Orlando FL 32837 v! Par bcintlu, " onflonor.l n p.... IT...cG bcfl c TPI cp mc org, WTCA cry c SP1aC I NG 24.0" JREF- 1 UZ76666Z04FLCOAN0278DG---==.•rp pra THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - CB) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2 13B :B2 2x4 SP M-31: Webs 2x4 SP #3 13B :W14 2x4 SP #2 13B: Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC a) Continuous lateral bracing equally spaced on member. In lieu of structural panels or rigid ceiling use purllns to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. I1 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge,. RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. b) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 1 . 5X4 III. 3X6 f 7X8 = 3X5 = 4X6 = 5X7 4 X 5 3X4 6X8 3X5 9X4 = 8X14 = 3X5 = 4 3X5(Al) = 1 .5X4 III 3X6 = B2 - - 4X4 = 4X6 = 1 .5X4 III 4X8 = 4X5 (A2) 3X4 I F 16-0-0 34-0-0 5X12 = - 16-0-0 18-0-0 16-0-0 38-0-0 0- -0 11-8-0 j 50-0-0 Over 3 Supports R=632 U=0 W=8" (8" min ) R=1283 U=0 W=8" (8" min.) RL=163/-163 R=1867 U=0 W=4" (4" min.) n b W...... •. Design Crit: FBC201ORes/TPI-2007(STD)/A r. 1V ••.'l v PLT TYP. Wave FT/RT=20%(0%)/10(0) 3"Q?.66.D725•'•.QT 1 FL/-/3/-/-/R/- Scale=.125"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI; IMPORTANT'* FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS TC LL 20.0 PSF REF R6666- 79269 O. /^/. 283 DATE 08/30/ 1 3 Tr ro:u ro . 0 1n l.br c n°. n°, aM1 pp n°, inac.l n° .n r c1n° toI l I`.CS, Co.p... ht 6.r.,y Inror..tlon, "by T.I :ha WTCA, .,y, ' sc. TC D L 7.0 PSF pr.... pr.or -1 n° t a. on Imbllors a 1 provltl. conpor.ry br In. p I— -.11 1,- rlyp`° .1""" '" • ' n•vo IY Loc.clonac-- !or I. BC DL 10.0 PSF DRW HCUSR6666 13242061 ALP I NE props .cc ch.tl r°ig tl c°111n° p.... n•nc c.r 1 ro.cr. sM1.11 n.vo br•cln° 1nat.l•btl por .CSI ,action. 03. .T or 10,"., .PP11c.b1a s ITW .u.I C Grob (ITWBCD not m !or aeon rqogononcsPI ) ,M1.I roaponalblo any tlovl ! o. ny r•1 o bu11tl cno c a con ro .n ANSI/TP1 1, or for n ntl11n°. an ipp in°. In b : 11rL• TE OF % Q BC LL 0.0 PSF HC-ENG SSB/WPF SEQN- 265452APp'Y`al °° °• ! ° .f tr°•° •^° o"•'° °^ • t Duc.1 , bolo„ ...o......a Rororcco ..In°, 160A-2 r r , tl p'l.t. position, o"A , • ( or[cn.tlo'~ Drat[ TOT. L.D. 37.0 PSFCldIn9or .Qu ........M1ow°Intl c'u c.bllorp t.nctl`o'wpu on°rn°arin° 1 aYllri111 Com on.n. Grow ncaaa Tn.. y oPiapon,lb l cY , . Y r ,9n , y • sign any TM11s"Jo Ss •••••.•••• DUR . FAC . 1 .00 Orlando FL 32837 ep°na b l ty °r tM1.."I lwtlwn°cD°a,°n par ANSwIw/TPI 1 sac"¢ Fur` r. n TW-"` "y IV JREF- 1UZ76666Z04FLCOA #0 278 bc m°us o. T"°`9' `" Icc ... .r° 813012013 SPACING 124.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - CBA) Top chord 2x4 SP_M2_13B Bot chord 2x4 SP_N2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC a) Continuous lateral bracing equally spaced on member. In lieu of rigid ceiling use purllns to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge 3X4(A1) 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/240 total load. Creep Increase factor for dead load is 11, 5 X3 III 4X5(R) III 10-0-0 3 16-8-0 Over 2 Supports R=656 U=0 W=8" (8" min.) Ui=Q3-61 W.: F= 8" (8" min.) RL=157/-79 P1R 2 M 07 Design Crit: FBC201ORes/TPI-2OO7(STD) -••/ 5• PLT TYP. Wave FT/RT=20%(0%)/10(0) 2 FL/-/3/-/-/R/- Scale=.3125'I/Ft. I "WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEET- IMPORTANT'• FURNINPSHTHISDESIGNTOALLCONTRACTORSINCLUDINGINSTALLERS • S. TIC LL 20.0 PSF REF R6666 — 79270 T ru+,°+ ° ,n f.br trrq M1mtll mg. +M1IPP mg. n, c.l .n..ntl b .ping n+ Wcsl np a ng cp.ppnpnt s.rpty Inrpr.al°n.'by Tpl . a WrcA) ; n' No.22839 TIC DL 7 .0 PSF DATE 08/ 30/ 1 3frCCCepr.c cp 'r br co°p°rf°rn ng [ +° pn In+[.II°r+ + prpVltlp tpnPpr.ry°b c,ng • 1,tl n ° °[np r•+ cop cMr +n. °~pr°p°rly .t .cM1 uc[ur.l +M1 In. .ntl b M1'VO ppr..„pn a.. , rp,tr . BC DL 10.0 PSF DRW HcusRssss 13242062 ALP I NE ing ,n+[. una ppr .csl •o. .°n, e3 eT or ,Onn.+°.ppl m.b 1. ITS eulpl G... Inc (ITWRCC) + .II b bt. far tlpvlr fro TE aF BC LL 0.0 PSF HC - ENG SSB/WPFgcG°•p°nbnt, p n p. .° .ny ion c. i.. tM1° t . c°nr° ma n„ n ANSI/iPlr1, °r forM1nntll mg, .M1ipping. In • cru , A—., PI c° °¢M1 I ° ° [ u.+ and _°„ ., ,M1 .:o .ntl on t TOT. LD 37.0 PSF S EQN 10327D•u I+, unla+ °[°tl ... Rurur c° r.... + 18OA-z r + .rtl pl. [° ppa a°m A ° n ` jti- O r.n ng or c°v rnp.g° o ing,[ tl ,n9 ° 1 . a . cop c.nc.`p I°pr°r°++,°n.l r'M1n.n C o R 1 DUR . FAC . 1.00IBudd,pp Compon•nb Group ne. ang, np°ring r °, , .`... pon+b I cY a °ly +,gn + TM1p + icy . +Ign r .ny , b`, b ,° ° r r°pt p°n,b l.cy nr 11, a°.Itl,ngcMn..gnn°rn .. ANSI/TPp I u For rm n tTb t A `IV SPAC I NG ' 24. 0" JREF- 1 UZ76666ZO4 Orlando FL 32837 c°cpan°., n + p.g° ITW-•CG• .nn. bcg c TPI WTCA.bc,ntlu.' on QNAL tiFLCOAt{0 278 cc pr9 h THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 19528-MCBC-Monster House - C9) Top chord 2x4 SP_N2_13B :T5 2x4 SP_#1_13B: Bot chord 2x4 SP M2 13B :132 2x4 SP M-31: Webs 2x4 SP N3 13B :W13 2x4 SP-M2 13B: Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC' a) N3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nalls ® 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below. 5X7 = 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels or rigid ceiling use purlins to brace all flat TC ® 24" OC, all BC ® 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 3X6 1 . 5X4 III 3X4 = 5X7 3X4 5 3X4 a) a) 0 4X5 = 4X6 = 4X8 = D, 5X7 3X5 (A1) = 1 .5X4 III 3X6 = 4X4 (R) III 3X4 = 3X6 4X5 - 3X5 ii T5 I.J.— 7 10-0-0 71 1 .5X4 III 4X8 = 4X5 (A2) 1 16-0-0 34-0-0 5X12 = _1 18-0-0 14-0-0 18-0-0 38-0-0 0- _0 11-8-0 50-0-0 Over 3 Supports R=637 I W=8" (8" min.) R=1285 U=1 W=8" (8" min.) RL=183/-183 R=1859 U=0 W=4" (4" min.) fu— Vi R Design Cr i t : FBC201 ORes/TP I -2007 (STD) P•;•.r••• NN'••AxPLTTYP. Wave FT/RT=20%(0%)/10(0) 1. 25. '•, :1 FL/-/3/-/-/R/- Scale=.125"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT " FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS TC LL 20.0 PSF REF R6666 — 79271 Tru,... ....... o o n r.brla.cl,p. M1.ntlllnq, ,M1lppin9. In,t.Illnq .ntl b c nq to rntl 1 CSI (.0 „tl,nq Gpnppnant S.—Y Inr°rna,on. by TPI .nd WTCA, :.r ; p no°nto porrornlnq t ,a an In,c.11or, , I PraVlaa can .rY b Inq 1 tunla', n ocM1.racoo c r ,n ap propprly a °atur.I .n In. . r M1.v. . proparl,ccba y .ctlra.g,U co icl•nq Loc.c on,. M1on ror p....nanc •• I .. N O. 22839 TC DL 7 . 0 PSF BC DL 10.0 PSF DATE 08/ 30/ 1 3 DRW HCUSR6666 13242063 ALPI N E I 9U" O" COm On.ni. G.U.0. oa PPOrlandoFL, 32837 FL COA 90 278 a,117 M1.IIM1.va br.cinq msull.tl pvr RCSI vaion. or 010,"., .Ppllc.bla r .p ltl inq canpananc, crape Ina (ITw.cc> ,..II n.. m a,pan,Ibla r r .ny tl a an ra q ny r.ilura ca bulltl cM10 c u„ in canto n. co nitM1 ANSI/TPlrt or ror n tl 7% M1lppiny,r ln, } mg ar cru Applyrplac, to a.cM1 :.a ar t „ .ntl pa,lUan .. M1ann . a a .ntl a t Oacu 1, un la,• ° oa rni,a a.for cp Or.ninq, 1fi0A-2 ror , .ntl.rtl pl.ta P i1 oro nA , r , or caves apey1 1.11" 2 a[M1aI, er.„o-q noiuua`.bc a t.n U a... " .nq maestro. ° uc o"" pan,Ib,I,ty :^ n. qn , M1a , y . :rygn .ny , a,Pan, b 11cy o tM10 11—IdIl, na,ign par AN Sin/T.p'13Cocn2 u F— ,,, abcintlu,' n , ` TM1I. rrw- ecc ' baq ` T°' arq INXA "y ` Icc . . a, q T / ' 1 EV F i Fj A v/ pNq` E BC LL 0 . 0 PSF TOT. LID. 37.0 PSF HC - ENG SSB/WPF S EQN - 265428 DI DUR. FAC. 1.00 SP'AC I NG ' 24. 0" JREF- 1 UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - CJ1) Top chord 2x4 SP_#3_13B Bot chord 2x4 SP_#3_13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC ® 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 6 R=20 U=9 (1 5" min.) 16-6-11 16-0-0 R=16 U=0 (1.5" min.) 2X4(A1)t= 135 mph wind, 16.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"xY nails, toe nailed at Top chord. Provide ( 2 ) 0.131"xY nails, toe nailed at Bot chord. 1-0-0 0 er 3 S pports R=43 U=0 W=Y (3" min.) R PF Q`..•r NN•"••. Design Crit: FBC201ORes/TPI-2007(STD) 25. ''•,41 PLT TYP. Wave FT/RT=20%(O%)/10(0) 1' .1'. :8 FL/-/3/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH TIIIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS TIC L L 20.0 PSIF REF R666 6 - 79272 Tru r..u.r. . ran a f.nr.• nq, nantllinq, ,n pp ne. nq .n cln9 1 CS. I.— nq Conpan S.f.cy n rn. , n ny T.Itl a WTCA) 0 .Intl e1 Q : No. 22839 TIC D L 7.0 PSF DATE 08 / 30/ 1 3 pr. c"'*. pr.or'ca porr inq c1 ,v f on In,t.11ar, , o„tlo conpvr.rynnr nq Un —. 1.7, cop -.1 ,n. vo'propa", .c .cno aura ,n Ino . IIN. . proporly .cc ntltl rtliq a cncn'nq Loc.c on..nn Irnprupnrn.nenc SI r BC DL 10.0 PSF DRW HCUSR6666 13242064 HC - ENG SSB/WPF ALPINEsM1n I n.v. Or.c mg In....... por 11 s curt ion, D] DT or 610nn., .pplic.blo TW . 0 ltl nq conpnnnnt, Grnup Inc clTw.cG) , II ntlt •. rv,pon,lul. ftlr .ny tltl ,alnn fr nq TE BC ILL 0.0 PSF n, f.1luro to uIIn tnv I'll In confor .n .ry n ANSI /TPa 1 or for h.ntll nq ,n pp.., In anA Apply`plao, r o o t „ m po,luon . t j I Q Y I• TOT. LD. 37.0 PSF SEQN- 265796 Doc.l,, unly, ototl rn1 Rafaruau r.n ng,`16OA.2tl.rtl pM1.cv poVc on, , tlr. Ina tlr covarop'go nin ttne,t tlr.ry(-o,tl ntl io.uut. ac'apt.ncotu`uprarry . nngrntlarinq 'ruc O • ROUR. FAC. 1.00 ITBuddlgpCompon.na Group ne. tl,pon, ell ty , n y e Rn , r tl , Y . ,Iqn "Y . utT_ Orlando FL 12837 ty or cno .ui l ngtM—R_,T par ANSI/TPI 1 socn2 For . .... , n on 060O.f pn a1 (.go, ITW-DCC bcg c TPI tp n,i orq WTCA oY n v/p AL Eta` SPAC I NG 2 4 0 " J RE F - 1 UZ 7 6666ZO4 FLCOAd0278Icc ... . nrq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19bZ1:f-MGtlG-Monster House - 1;J3) Top chord 2x4 SP_#3_13B Bot chord 2x4 SP_R3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC I In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. r R=73 U=31 (1.5" min.) 2X4(A1) 135 mph wind, 17.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0 131"x3" nails, toe nailed at Bot chord. R=53 U=0 (1.5" min.) 13-0-0 Over 3 Supportsj R=118 U=0 W=3" (3".min ) RL=41 Design Cr i t : FBC201 ORes/TP I -2007 (STD) ** " "•'••.- ' 1f T4 PLT TYP. Wave FT/RT=20%(0%)/10(0) f• ••. 8 FL/-/3/=/-/R/- Scale=.5"/Ft. WA "RNING" READ AND FOLLOW ALL NOTES ON THIS SHEETS IMPORTANT"FURNISH NDESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS Tru„ q, roqu. •trdnd d°rq — r°br.c°t.ng, noodling, ,hipjl g, in,t•I .ng dnd br•t: I— Evr t j• d No. 22839 TIC LL 20.0 PSF REF R6666 — 79273 SCSI ( S°.Id Cgnp°nnnt S•rgty Inrar+•tI°n,'by TPI ° d WTGA) r°ry TIC D L 7.0 PSF DATE 08 / 30/ 1 3 pr• q,gpr•or51. perror—g 1M1 ,° r n, In,t• _ , ,n prnv.o. ta+pnr•rynb np r D„ I° `"" " °tnnr+„•, '°p `"°r `"`1,- pr"P°r'y ' —h ' ' ` '" " "*.,1 n• v • p— , •tt nod rdi g.d c....no L°c t.°n,t,no+ m•n n I•tar I rant SCSI yp, BC DL 10 . 0 PSF DRW HcusRssss l sza2oss L — ALP I NE r M1• II n• o br q. p .n,t.ILd Pdr SCSI ,° t. n, SD,'O qr no,n., .PP .=.blq ITW Dmr nq Cu+ -.1 `Gr` nc `ITWSCG) nqt - d, Pur 10 ny dsv ut.on n, d • . ANSI/TPIrI n9 n'PP.np, n b = ° p °r ....... APPlorpl: ° ° ° „ °nd p°•• ... ° I-- ° .n t nAai p I TE OF 1 V BC LL TOT. LD. 0. 0 PSF 37. 0 PSF HC- ENG SSB/WPF SEQN— 265798 Rv ° r ,° ° np,r 16OA-Z r°r , d , ° p n, Doc•. ,, „ o c r+i, ° n• , dM14 ° npgi° r" dr + np. Vn°II"ar dc,„ o DUR.FAC. 1.00 ITBuildingCompon•nn Group ne. Orlando FL 32837 FI. COA Ito 278 n . 1y'a q;p:n 1y, ro1r ono .,.t° t ,.pn n^ ar n.. .I tyv ur S. Su •.w t+°,.gn dr ANSI/TP 13 `°cn2 Fur _ b..nnu, " a 'tTn. pq `:p ITW.SCG b , c ,PTPI °rp, NTCA' try c Icc:r...+ .«,. ° °rg OR O S •••• V\-/ ONA` SPAC I NG 24.0" JREF- 1 UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR lybZb-MGtSG-Monster House - LJb) ' Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC Deflection meets L/240 live and L/240 total load Creep increase factor for dead load is 1 50 2X4(A1) 135 mph wind, 17.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C81C member design. Bottom chord checked for 10.00 psf non -concurrent live toad. Provide ( 2 ) 0.131"xY nails, toe nailed at Top chord Provide ( 2 ) 0.131"xY nails, toe nailed at Bot chord. R=124 U=54 (1.5" min.) 18-6-11 2-1 -3 16-0-0 R=90 U=0 (1.5" min.) 5-0-0 Over 3 Supports R=194 U=3 W=3" (Y min.) RL=71/-23 FF•// 2007(STD) Design Crit: FBC201ORes/TPI 4 PLT TYP. Wave FT/RT=20%(O%)/1O(0) 4 FL/-/3/-/-/R/- WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEET - IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS TIC LL 20.0 PSF T'u„o, rp.u. rp o.trcn. c.ra .n f... clop, h.ntll.n9 an.Pp lnY, .nac. n9 .n c.n9 f WCSI IWu -np Cpnpon S. ecy In rn.ci n by TPItl. d 'RCA) foprovitlacY ar [ j.n Ia N On 22839 TIC DL 7.0 PSF p r.c , pr ioor to perrornlnp ch ,o r on, In,t.11 ,h can .rynnr .ng r Unla, ... atnarr..a c p char a Praparly . .,n. I:....... ,h : no . m1IIh.v • Vroporly .tt cnatl r y itl coiling Loc cipn,[,horn ror pormonen[ IRar I ro,c WCSI 1'.„ BC DL 10.0 PSF ALPI NE nY rtr,c.11.d par DCSI ,occlon, WJ,'ET or 510, ., .pplln• TIN Yovo C.... o ,...... Groa c , II not m rv,pan,rn to fo p. ny tl .clon r a•.p E . BC LL 0.0 PSFITWOCC, c an n ANSIrTPI 1, or or n.ntlling, ,hlppinp.r.n nplu , APplorpl a to o:a r a o [ a., .ntl pp,.[.p" . tonA I r. V VQ TOT LD. 37.0 PSF 1 Budd1>rp Componmb Group nc. Doc..l,, un „ ocoa r Rofor co r..inY+r 160A" for n na.rtl p^:ca po Z. a °°°°`"' tlr.rina o NpraP.R..a ttn. w tl na. ticrnp .uait.UcpaP[.ncatl[o opa rrp^,Ipo `ropar.nvp,pon,. °°y`. a y H :.Ynr: y . .no , A a trhl, R Q DUR. FAC 1.00 Orlando FL 32837 nsPan:le I.[y a [hp aal I n`tD ...... par ARs1ITPI I Sa I Far.... onna.l ITW-GG TPI WTCA m ,am n •••••' SPACING 2 4 0 " a" I.... apnn , p.po, ,. bcg c cp mac orp, O cry c /A ccFLCOA #0 278 r arp Scale=.511/Ft. REF R6666- 79274 DATE 08/30/13 D RW HCUSR6666 13242066 HC-ENG SSB/WPF SEQN- 10596 JREF- 1UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-M(:8C-Monster House - btl Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_136 Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 82 plf at 0.00 to 82 plf at 13.00 TC- From 82 plf at 13.00 to 82 plf at 18.00 BC- From 20 plf at 0.00 to 20 plf at 18.00 Wind loads and reactions based on MWFRS with additional C&C member design. 3-Q-2 3X4 = 3X4 135 mph wind, 15.14 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wlnd,BC DL=5.0 psf. GCpi(+/-)=0.18 End verticals not exposed to wind pressure. See DINGS A14030ENC100212 & GBLLETIN0212 for more requirements. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load Is 1.50. 4X4 = MWFRS loads based on trusses located at least 30.27 ft. F-^^ ^oof edge. 10-0-0 13-0-0 5-0-0 I 18-0-0 Over Continuous Support R=102 PLF 1.11=2 PLF W=18-0-0 RL=3 PLF Note: All Plates Are 1.5X3 Except As Shown. p f P F/ Design Cr i t : FBC201 ORes/TP I -2007 (STD) .r"""•••.• i/4+'Q PLT TYP. Wave FT/RT=20%(O%)/10(0) 1 + •: Y:1 FL/-/3/-/-/R/- WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT'* FURNISH THIS DESIGN TO ALL CONTRACTORS INCIUDINL INSTALLERS • TC LL 20.0 PSF coma0000cns.ro.rpi„.orl..'o I a W>'ce) .117 n yNo.22839 TC OIL 7 PSFby9TPltl. Pm.col ;op.... 0 pp m,ng t ao n Inst.,,o , pr ov,uc tompor.ryn,,r nW r •CS Dn n ptnpr.,, Apo ,n .n`prop.rly a .t.r.I ,nn. In.. .w r v - propor ly - rtli p,tl+c ,ng Luc.t ion, , r perm.nont ,.tor 1 r.,t r. rCoparwct,on, BC DL 10.0 PSF ALP I NE na 1 n.w. br.= ,ng inaull WCSI W], WT or NOrn.+o.ppl m.b,o • ITW Duiltl,ng component, croup Inc (ITWCc) , „ p.pom ib to Po .nY Ovvl.c,on Ir t„, not btl TE OF BC L L 0.0 PSF C_ tnp t u„ In t nrn:l.,luro co Iltl onto . wn n ANSI/TPlrl. o ! ntlllnQ nipping, n lo. no b1 tr.„.. Apply rp,... 1. p. tl p t „ .ntl PO+Itlpn . onA Q Sy TOT. LD. 37.0 PSF D.t.l,..,unlo„ nototl rr,+o Roror`1. r.r,nR,r 1GOA-Z Ior w tl.rtl P,.to p Itlon, , r inp or c.. r p.g. a ,nW tol, tlr.r,ny tlintl,c.to, .c t.n o pr .nWinpor,npn[ Y tl., Pon.Ib,1,tY V RITBuildingCompon•na Group ne. Orlando FL 32837 FL COA #0 278 r wo .ly Iort wiQn , Tbo atn... „orn p,c.b, tl p p ryn1r .ny , e.ponwlbl Illy o1 11, Wu,Id,"g Do„gnor por ANSI/TP111 Socn2 u Farr n + tTn, 00..I n , P•Ro IrW-•cG ..w trb g p. Trl ... cP n,c org -CA •.. ,b,mp, r epm. ICC .rw - c orW 1O .'• s'(' ' 0 DUR . FAC . 1.00 SPAC I NG 24 .0" 4 5-q-2 Scale=.375'I/Ft. REF R6666- 79275 DATE 08/30/13 DRW HCUSR6666 13242067 HC-ENG SSB/WPF SEQN- 265560 JREF- 1UZ76666ZO4 l L THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - GE2) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_M3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 84 plf at 0.00 to 84 plf at 8.33 TC- From 84 plf at 8.33 to 84 plf at 16.67 BC- From 20 plf at 0.00 to 20 plf at 16.67 Wind loads and reactions based on MWFRS with additional C&C member design. 4X4 = 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4 2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0 18 See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements In lieu of rigid ceiling use purlins to brace BC 0 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) 3X4 = 2X4(A1) r 1_ 8-4-0 1 8-4-0 1 16-8-0 Over Continuous Support R=104 PLF U=6 PLF W=16-8-0 RL=5/-5 PLF Note: All Plates Are 1 .5X3 Except As Shown. Design Crlt: FBC201ORes/TPI-2007(STD CE N/ PLT X3 TYP. Wave FT/RT=20%(O%)/10(0) 1 8.0725.0••.'QT 1 FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET$ IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS NOR 22839 TC LL 20.00 PSF REF R6666 — 79276 T'uupa ro.uirp p ing nmtlling, snipping Inca :,' .ntl n cldgcronocIrCS' I•u ng Conponanc S.re cy Inrorn.clon, ley TPI .na WTCA) r sra.. coy,tl TC DL 7.0 PSF DATE 08/ 30/ 1 3 pr... °,°p.... porror g c ,° r n In,c,ll°r• , p—ld. comps r.ry N c ng p • p°d"y n°I°`. r BC DL 10.0 PSF DRW HCUSR6666 13242068I.v nal nv"r.ng —.lopor RCSI •] •T pr •,D, pp.,—.l. 1. TE aF ALPINEITWRmltlingC°npunanr, Group I c (ITWCG) , II — b ...pon,IGlo rar .ny da ucion dy r.,lpr° c° °lltl cn° c ,,,, In cnnrpr..ncp : n ANSI/TPI ,, °r ru ntlling ,nipping n i BC LL 0.0 PSF HC - ENG SSB/WPF SEQN - 10237 ingor ...... u„ , App l yrpl,°. f a a . •, .ntl P7',cl'dr. ,no.n .nov° ,ntl an e Da c.11, unl , noc.tl drsi Rv rc rcco r.a ng,rt60A-Z ror , tl,rtl•pl.ca poaclon, A s ,I rucc C 1 ••• TOT. LD . 37.0 PSF I Budd,r. Com on•nb Grou nc. CPPOng or cow°ro ° ro`cnetao. tlr.M1on^.tl ntl c. °cc. nca`°,o . °ngrnooring tlo;a°n.e l cy , ° y a gn , T.. r r ' :gn , ny . uT"" A •••••••• S •• ' Y DUR . FAC . 1.00 Orlando FL 32837 I— I.,P°^„ . I cy or cn° •u l ng`Oas pn par ANSI//TPI 1 Svcd2 Forr ,bcinGus' " on gon°ra n , p.g°. I1r-•CG I .Gcg c TPI cpin,c drp, WTCA cry c JOD QNAL 1' r_ SPAC I NG 24. 0" JREF- 1 UZ76666ZO4 FLCOA #0 278 o, ICG org 8/30/2013 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR la co-mt.al.-monster mouse - una) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "13V use design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 24" OC, all BC @ 24" OC. 4X4 2-4-3 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(A1) I, 8-0-0 —1_ 4-0-0 _I 12-0-0 Over Continuous Support R=76 PLF U=7 PLF W=12-0-0 RL=-4 PLF ` h7 Note: All Plates Are 1.5X3 Except As Shown. V !' /` Design Cr i t : FBC201 ORes/TP I -2OO7 (STD) .•'"' ••''•••. %/ PLT TYP. Wave FT/RT=20%(0%)/10(0) f• :1 FL/-/3/-/-/R/- Scale=.5"/Ft. WARNING " READ AND FOLLOW ALL NOTES ON THIS SHEET' TC LL 20 . 0 PSF "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS REF R6666 — 79277 Tr.,,., r.g.Ir.. r... r. ,n r.b„<. , g b.n°I'ng ,bipp-g, 1n,1.1 Ing .n. .r T ° No.22839 WCSI (6u11- bgnC.wp.n.bc S.rocy Inr.... cl.n,'by TPI .bd'WTCA) ,.r.¢. TIC D L 7.0 PSF DATE 08 /30/ 1 3 pr.cQlc.,°pr'o°,c. P........ g I, ,. on, In....... , I Pr.v1°. c..P.... y br ng r .CSI 1 b.—"""""`p <bord ,b I,— pr.Iwr'y .r .<b I"dl rq 7 BC DL 10.0 PSF DRW HCUSR6666 13242069 11 pr.p.rly ... cb.. r g.e c.g L.<.`.b.w r.r p.rn.n.nc I.c.r.1 ra,c° -tea Ing in,c.11.° p.r .CSI ,.cc'.n, 6] WT or 10 ° ALPINE 1bITW bl C7 ...., cr..P In< (ITW.GG, ,ba l n.T b. .,P.n, el.cr.r•.ny ° .cl.n rr TE OF BC L L 0.0 PSF HC - ENG SSB/WPF n,r.1ur. co .l° cb. c u,. n c.n r. .n .1 cb ANSI /TP I rI or ror b.n.11np, .bl PP`g, In 1 i ng .r .r., . Apply PI.— r... r ..r Tr.,, .n P.—t— . T Q TOT. LD. 37 .0 PSF SEQN- 10195 D.c.1l n, unl..,'noc.° rw' R. r.r`c. r.w'ng, 160A,2 ror , .n°.r. PI• : It _. o"A . 1 Budd( Com onmb Grou na r Ina .. ..ro .g. r.r Lng°r.bovg°In°<.poc.O1<.pr.n<n.r Po r.,.'.n.' onyln.aring ra P P °d,P.n_ I° y , I.ly . ;Ign , n Tb. , ` Icy . ° , U.,Ign r .by , •'•. Q R1 • ' OUR. FAC . 1 .00 th...pon,Iblllcy or cb. Wu wing Do,lgb", par ANSI/TP I' Sot"] p For r n [Tb1 , • Orlando FL 32837 g.n.ra n.., . ... IT CG ... u.bcg <o,.. TPI .w. p .c .rg, WTCAr ... .bc b—try <... FL COA 40 278 --- ,=<..r. .rg S QNAI SPAC I NG 24 . 0" JREF- 1 UZ76666Z04 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 19bZb-NIUt5;-Monster House - bl=4) Top chord 2x4 SP_N2_13B Bot chord 2x4 SP_82_13B Webs 2x4 SP_N3_13B Lumber grades designated with "1313"•use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Our Fac.=1.00) TC- From 84 plf at 0.00 to 84 plf at 11 50 TC- From 84 plf at 11.50 to 84 plf at 23.00 BC- From 20 plf at 0.00 to 20 plf at 23.00 Wind loads and reactions based on MWFRS. 4X4 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpI(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 10-0-0 2X4(A1) = 5X7 = 2X4(A1) = 11-6-0 _1_ 11-6-0 I 23-0-0 Over Continuous Support R=104 PLF U=6 PLF W=23-0-0 RL=5/-5 PLF pIF ZNote: All Plates Are 11.5X3 Except As Shown. V [ 7/` d, 4•', M• i Design Cr i t : FBC201 ORes/TPI -2007 (STD) E j•j•+',•,.•'f vA725'0p '•. PLT TYP. Wave FT/RT=20%(0%)/10(0) 1 1'_ 1 FL/-/3/-/-/R/- Scale=.3125"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS I STALL • IMPORTANT " FURNISH THIS DESIGN TO ALLFOLLOWCONTRACTORS ESINCLUDINGTHI INSTALLERS TC ILL 20.0 PSF REF R6666 - 79278 r tt T r u,w., roqu a o In l.brlc.cing M1.ndllnq, wM1 1pping In,t. Ing .n c nq o 1ntl by No. 22839 DATE 08/ 30/ 1 3rcsloalldlnqCo,pononc S._' Inlorw.clon TPI". aI Al , TC OIL 7.0 PSF r.catwi cp,oprlor to pprlo rnlnq orldo cpwpor.ry"p Inq p -•' f dU—.1 np atM1 I. tnp , °a wM1:""`:: p prpP.rly a .cne ;t°upt ra ,n . Ind : c.M1o+n BC DL 10. 0 PSF DRW HcusRssss 13za2o7o ALPI NE proporly ac nad rlq ld coy g Lou uon for ...... boor I ...cr.l or w. nq In,t.I'.d Ppr SCSI ,.ctl 83. T ., 010. .. .ppi —blp M1 ITO aV11oidM1ingcca.ponont, Group Ina (ITWBCG) . . noc Da p,ponw GIo ! r my d .pion ron /a r, ny loll build cnp c u„ In conlo .ncp cM1IANSI/TPIr,, or ror n.ndllnq, .M1lppinq,n • ZE y 1 : BC ILL 0.0 PSF HC - ENG SSB/WPF S EQN - 10659Inqo! tru A""1h. rIFt/yJP _., Co p. M1 l.cp or c uss .nd pawlclon .w 1M1own ,Coro .nd on t Dpc.Il,, un 1p,w o od rwlw. Wo la rc to r.w ngwr 16OA-Z ror , d.rd P1.1. powlclon, A a .I dine pr.,a TOT. LID. 37.0 PSF Inq pr corp dl.„I", l.pot.p'aPt n l .ngrnf.r nqdaapm,rdl,Icy1BuildscomponentsGroupnaPP pp.gd r %110 d.I, r nt oPorra„,Ipeoy ,1qn , TM10 , icy . wlgn ny , n2 u tTnl. O ,, DUR . FAC . 1.00 Orlando FL, 32837 o•pon,Iplllcy pl tM1p 1ingt0a, gnpr par ANSI/TPI , So ) For n , pc lndu, n o. gan.. I n p.q., ITW-ECG I vbcq.cow, TPI cpin,c org, WTCA cry wANALf' SPACING 24 0" JREF- 1 UZ76666Z04IFCOAN0278GGwwwparq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 19528-MCBC-Monster House - GE5) I Top chord 2x4 SP_#2_13B Bet chord 2x8 SP #2 13B :62 2x8 SIR _SS_Dense _13B: Webs 2x4 SP #3 13B :W13 2x4 SP #2 138: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 84 plf at 0 00 to 84 plf at 11.50 TC- From 84 plf at 11.50 to 84 plf at 23.00 BC- From 20 plf at 0.00 to 20 plf at 11.67 BC- From 422 plf at 11.67 to 422 plf at 22.33 BC- From 20 plf at 22.33 to 20 plf at 23.00 Wind loads and reactions based on MWFRS with additional C&C member design IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/ SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 3X 4X5 = 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"0",min.)nails ® 6" OC. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 11-6-0 _1, 11-6-0 ,I 23-0-0 Over 2 Supports — R=397 PLF U=10 PLF W=11-8-0` R=2039 U=118 W=8" (8" min.) RL=9/-9 PLF `'( p Note: A I I P l ates Are 1 .5X3 Except As Shown. V ..••••., Design Cr i t: FBC201 ORes/TPI -2O07 (STD) P.'•c.ENs'• ••: //jj PLT TYP. Wave FT/RT=20%(O%)/1O(0) 3. •.'5.0725.0 •'•qT 1 FL/-/3/-/-/R/- Scale=.3125"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI : TC L L 20.0 PSF REF R6666 - 79279IMPORTANT" FURNISH THIS O[SIGN TO ALL CONTRACIDRS INCLUDING INSTALLERS . N O• 22839 j Try rI__:.It .. „ r° 1n I.br, .nfl M1.ntll infl, ,n,pp,nfl 1n,t.1 ,nfl .ntl C'A R r to 4° TC DL 7. 0 PSF DATE 08/30/13lollw't 1 to,t etlltlon .1 WESI (Ru11e1np Co•pen°nc S.focy Inlorn.tlpn,Iby TPI .,ne WT[A) fo y Prior co P. to rninfl 1h.l. n, In, c.11or, , 1 previtl° c°"por.ry br.cinfl po G ry P,.P., I, . °r° ,M1 ° roporly .c ,tr BC DL 10.0 PSF DRW HCUSR6666 isza2o71n.v °, properly .cc M1v r flie c°i1•ng P Lac.cien,c,M1own for°par non •. cor r.,cr.ln .ob. infl n,ul btl p.r WCSI .pa pn, T, n er no, ., .ppl—bi. : TE OF ALP I NE 'M1ITW R..Id.ng Cel.ponenc, G... p Int (ITWDCG) . 11 net e,pen,lbl. .ny tl.,,l.tien !e. BC LL 0.0 PSF HC - ENG SSB/WPF 11, c u,. in conlor•.nca . M1 AN51/TPIr r ntlilnfl .M1 PP nfl,1i ,tn,lo ° APPIyrpl.ce, to °. „ .n . ntl"At-..,TOT . LID. 37 .0 PSFoe ,1 n etetl R.I.r`1. 16OA_Zlo'; a. 4•Piae Pe,itien, ,• •. ( O R 1 •: S EQN — 10661 I BYlldl Com oMnbGrou ne. r infl or tot° op•g. r rccnfl 111, er.M1 Wfl,° nm .uoc.b'uepc.nc to oPo fe„ien.. .nflin..... S rpa r •••w•••••• \ qa P P °o;pen,1b111ty , I... . ....... T1. . y . tl .ion f .ny , OUR. FAC . 1.00 IIt, or cnv •uiltl infl Do, .fl par AN61/TPI 1 Svc"3 ° Forfn v on tT.I.°Joe s/ AL 1 Orlando FL 32837 9_1 I n ap•fle ITW-WCG ..w ic.bcfl c°1. TPI m I, — o,fl. WTCA — 1b i d cry te• I4 FLCOA#0278 CC --- =•••er9 8/30/2013 SPACING 24.0" JREF- 1UZ76666Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 19528-MCBC-Monster House - GE6) Top chord 2x4 SP_#2_13B Bet chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Rt Slider 2x4 SP #3 13B: BLOCK LENGTH = 1.356' Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 84 plf at 0.00 to 84 plf at 8.67 TC- From 84 plf at 8.67 to 84 plf at 18.00 BC- From 20 plf at 0.00 to 20 plf at 18 00 Wind loads and reactions based on MWFRS with additional C&C member design. 1 13 3X4 4X4 = 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft'from roof edge, RISK CAT II, EXP B, wind TC DL=4 2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 In lieu of rigid ceiling use purlins to brace BC'@ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/240 total load. Creep Increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 3X6(E5) III I 0-8-3 F + 10-0-0 8-8-0 _I. 9-4 8-8-0 9-4-0I 18-0-0 Over Continuous Support R=104 PLF U=0 PLF W=18-0-0 RL=5/-5 PLF `, R p FNote: All Plates Are 1 .5X3 Except As Shown. v•..••••... • 40 Design Cr i t : FBC201 ORes/TPI -2007 (STD) ••C.E NS`•+••: PLT TYP. Wave FT/RT=20%(0%)/10(0) 3. .t 5.0725.00 W'•qT 1 FL/-/3/-/-/R/- Scale=.375"/Ft. WARN ING " READ AND FOLLOW ALL NOTES ON THIS SHEET t TC LL 20.0 PSF REF R6666 - 79280IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS N0.22839 I IPa..„ r r a 1 r. nq n.ntlllnq nipping In,t.l nq .ntl br.clnq W r c t.recsi u la„`,q co,.Pnnnnt s.roty Ivnr..0 nn,'ey TPI .ntl WTCA) I. r.ty 4 TC DL 7. 0 PSF DATE 08/ 30/ 1 3pr.ct-c., prorate°Pe r. loop ..... on In...11nr, ..... Prov tl. tn.Por.ry .... p. • unlel+ notoe o ora, cnc tM1 an eaPr°porgy a 11_P.:.b ... a bo BC DL 10,.0 PSF DRW HCUSR6666 13242082n.v. . properly •tc• M1.tl r°rq e co l•nq Loc.tlon,`,M1ow !or por..nnnt•I.tnr.l ra+tr.l woba Inq in,ta lee per .CSI mco 53, N or DIO,n.e .PPl lc.b- TE dFALPINEaM1ITWW.,I bngcC'enpe..ent, G... Inc (ITWNCG) 11 nnc I- n,P.— bl. ror .ny tln .tlnn r Q BC L L 0.0 PSF HC - ENG SSB/WPF n,r the t ",a in co... M1 ANSI/TPIr1. or ror ......, +M1 p.ln°q, r ynRlo/ ro ;1O ApPlyrP 1.1 to o. • o ........ P++ .n. ..... on .+ ,M1..n .boon n on a e•J 1(1/f/' • W.. TOT. LD . 37.0 PSF S EQN - 10712 n ++ no etl rwl R.I.,c r.. nq,r 160A.7 !o a e ea pnl• o po, I , A ,o.l •..C O ^ lO IT Budd( Com on•na Group ne r Inq or p.qn °ta[noat..... Intl t.tnt Ptnn tl` r Prr nq°i'oeer lnq .•••yW1W. \ paPPo:p albl I ty n y e n ;'qnr, ewn ° TM1e ..........y . ,. n r . na OUR. FAC . 1.00 Orlando FL 32837 ° n...... b p, y n n 11 l qt we,.gne. per ANSI//TPI 1 Secn2 p Fnre.w abc me n ao. `TnI, ,- SS pI11AL genor.1 n + p.qo, ITW„!CG _U,con TPI tpin,c nrq, WTCA try c FLCOA# 0278 Icc .ww`....F.orq 8/30/2013 SPACING 24.0" JREF- 1UZ76666ZO4 c. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR k)auca-mL,ok, monsT.er mouse - um/) Top chord 2x4 SP_#2_13B 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 SP_#2_13B anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 SP_#3_13B DL=5.0 psf. GCpi(+/-)=0.18 Lumber grades designated with 136" use design values approved In lieu of rigid ceiling use purlins to brace BC @ 24" OC. 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non concurrent live load. Special loads Lumber Dur.Fac =1.00 Plate Our Fac =1 00) Deflection meets L/240 live and L/240 total load Creep increase TC- From 84 plf at 0.00 to 84 plf at 10 00 factor for dead load is 1.50. TC- From 84 plf at 10.00 to 84 plf at 20.00 BC- From 20 plf at 0.00 to -20 plf at 20.00 Wind loads and reactions based on MWFRS 4X4 2X4(A1) = 5X7 = 2X4(A1) = 10-0-0 1 20-0-0 Over Continuous Support 10-0-0 R=104 PLF U=6 PLF W=20-0-0 RL=5/-5 PLF 1*0 Note: All Plates Are 1.5X3 Except As Shown. I` Q Design Cr I t : FBC201 ORes/TP I -2007 (STD) Q` •.•''••• N•••• / Tg25.•••••'•.'ZQvPLTTYP. Wave FT/RT=20%(0%)/10(0) 1'1: :1 FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING— READ AND CONT ALL NOTES ON THIS SHEET- IMPORTANT" FURNISH THIS OESI LN 10 ALL CONTRACTORS INCLUDING INSTALLERS TC LL 20 . 0 PSF REF R66 66 — 79281 Tia„o, e.a ° ,n l.br,a.t .ntll ,n.[. n rfO:"':° ° !` WCSI I._: mg°C°.p°nanc S•!v[y In!°rsrc mn " by°TPI - WTC) larj "° N0.22839 TC DL 7. 0 PSF DATE 08/ 30/ 1 3pr•cc c°,°prior t° por !°reing c ,v an In,t•Ilc I provltlo con •ry b nq SI aperly " .[r""ar•I ,M1 "; '" M1•vv°• properly •cc -netl rlrg itl coc'I nq'p Lacacian,`,h°wn1 F., pere•n°nt•tar I rtl,tr• w ., BC DL 10. 0 PSF DRW HCUSR6666 13242072 ALP I NE II M1•vo br•cing n,c•Ilatl por SCSI suction, W] E1 or 010, •, •pplic•b to ITW Au to ng Coepon° Group Inc (ITWWCG) • II mat W rv,pomibla !ar •ny tlev ut fr TE aF BC LL 0.0 PSF HC - E NG SSB/WPF ny r•.lure o IId _ tr , ,n c°n!.... n w„ M1 ANSI/TPI 1, or !ar M1•ne ', ,M1lp . in nq °, " , Apply ;I ° °•, ° ^^ •^° Pe„[Ion •" A" V/• r`ca TOT. LD. 37.0 PSF SEQN- 10688 DO[•1, un a Dees r., r•. ng,r t60A-2 ror , ntl•rtl pl•tu pa,l coon, , tlr• n9 er ver"P•g° " er•heVg,tl ntl ic•ur[•bc'epc•nca[o !a„ien•I en9 in°ering °rue Q A't DUR. FAC . 1.00IBwld;np Compon.na Group nC. 1°r`[F° e,b, I` y . Ialy ° .,gn , n Tne . y . ° , gn . .ny , oPo TM1I, W Orlando FL, 32837 tho ro, o ' 'Illy °r 1hO 111.11 rng`D.—gneerT par AN sSI///TPI 1 Soc"2 For!•wrw ,eclntlu, n anr•Ipn ' ('°° WCG °`° ` TPI `p'"" °'°' WTCA °ry AL SPAC I NG 2 4 0 " J REF - 1 UZ7 6666ZO4FLCOA #0 278 Ice THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - HG5) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_1313 Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purllns to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. i 4X4 = 4X6 3X4(A1) 0 -- 135 mph wind, 17.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind 1 hip supports 5-0-0 jacks with no webs. 3X4(A1) l 5-0-0 _1— 2-0-0 _I, 5-0-0 ,I 12-0-0 Over 2 Supports R=725 U=90 W=4" (4" min.) R=701 U=87 W=8" (8" min.) R P F/ Design Cr i t : FBC201 ORes/TP I - 2007 (STD) .""CC"''•,,•., PLT TYP. Wave FT/RT=20%(0%)/10(0) 1.+07' Y:2 FL/-/3/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETS i •• TC LL 20.0 PSFIMPORTANT " FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS REF R6666 — 79282 T'o,•°, .[r°.. -- — — n.ndl ,n,pp—g In,[.1 nR .n clog •r No. 22$39reCSIu • anca.pnn°nens:lP[y InlPr..[.pn,'ey TPId. a N'TCA) .—T n TC DL 7.0 PSF DATE 08/ 30/ 1 3 u-. .— ° P°r' s ng .° r d, Pn [• or, . — d. [o. .ryn° r ecs, nP ' nor.:,'.,' no' .n.11`nnv°'pro o iy'.[ .on .[P°a°r. ,n cJppr * BC DL 10.0 PSF DRW HCUSR6666 13242073I,— . P °Party o[[.cnaU r g1° c°Illnpp LOc•[i°n,`,n°.n !°r parn.nen[ •. [or I r..[ 77ff r RCSI _'. n, •3 eT — e10 .PPllc.p l° ALPINE nal n. ° ° r9 C , c[° p° 1n con ^ n°[ •° r pr y °n •rE OF BC LL 0.0 PSF HC-ENG SSB/WPFITWa°11 ng co..,°non[,, crn°p In° nrwecG7 r1,pon„nl° ror .n r [n Lda_ n, r• lur ° ild n n ! • n ANSI/TPn 1, r n.ndlinp nipp.ndg n AvQi_IVif• • APpla`N ° °• ° ° ° ° •^ °° • TOT. LID. 37.0 PSF SEQN— 265562DO[•11,. unto, °[°d r.i ` R!°rc[. ....n.,r 160A-Z ! r , d.rd p^.[° pu,Vcl... °^A . VBuddirig Com on•nU Grow ne. g pggwg duC•oP`1oproro,.1Pn.1 °g«g••4 A p,O•'a a °o•pOn..°, I [y ,°I°ly ;o" „gnr: Tn° , y . d ,I n . . no , o fl DUR. FAC . 1.00 Orlando FL 32837 °w^n.oe ll[y O [n° e°ww`ngc°,ignocT pnr ANSI/TPpI' `D°pox p FOrr ,n ,nap• n p. cTni • ••• gP nc r•I . p.p°, ITW-RCG bcM c TPI .— WTCA cry c FL COA #0 278 CC .-- , Org Sip • •• SPACING '24. 0" JREF- 1 UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 1'JbZC-MGt3G-Monster House - HJb) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Lumber grades designated with "13B"Fuse design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC a 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50 2X4(A1) _ 7-0-14 Over 3 Supports R=152 1.1=19 W=11.314" (11.314" min.) 135 mph wind, 17.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0 18 Wind loads and reactions based on MWFRS Hipjack supports 5-0-0 setback jacks with no webs. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0 131"x3" nails, toe nailed at Bot chord. R=202 U=64 (1. m n.) 18-6-6 2-9 14 R=92 U=0 (1.5" min. 16-0-0 C P. jDesignCrit : FBC201 ORes/TPI -2007 (STD) •.-rr" '•••.• //4 PLT TYP. Wave FT/RT=20%(0%)/10(0) R'c+ •; Y:4 FL/-/3/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI i IMPORTANT" ' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS r°gP, ° ,n r.er, .L , n,. nP .r n IlPlnonca.panan ns.r e No.22839 ' TIC L L 20.0 PSF REF R6666 — 79283 co,°pr• ° • csl ,' n cyP/nror..0 on11ey TPl . Wrce ,.ro7 TIC D L 7.0 PSF DATE 08/ 30/ 1 3pr•cc r°aPv ..ong c ,o r c on In,c•Ilar, , I Prov Po cospor•ry"E Inp r .C51• o°`ac ' Praporly •"•`° ',cra"„"' .M1 • ; 1". sI P° crM1•vo • Proporly .cc M1etl rlg tl c.11ln9 Loc.clan. ,M1o.n ror par..nonc•l.co rcr .qps BC DL 10.0 PSF DRW HCUSR6666 13242074 P I NE M1• II M1•v. er•cing Inca Intl por .CSI ,ocuon, ], p or '0.PPlic,elo • TWfIIII• ToWnn.• Cn G). cn(, upluo°lrrId,", nc ncT9oP1 FAL. r OTE' BC LL0.0 PSF HC - ENG SSB/WPF nyIvIonr(oI ltloAcM1c ou ry M1 AN61 T• n,I 1, oagy, pgPlnlnon cGpo, ap °+I pplyca aM1 r r .. TOT. L. D. 37.0 PSF SEQN— 265564 d1no Com on.na Group ne. Orlando FL 32837 FLCOAN0278 o•nalin:sM1anlo=reinI. DaI, uo, oatl R. r co tlg, 160A•Z tlopl.coolcA . ion. 1CIcy,yl tlu:1I", or cov aP.9. o`np 1M1l, tl. nI—,.... . cpc. n.a p/ Pol"111ay LM1. tlag.a.TM1PNIIlcy . P 1Ign far .y r 6 " a Wu119o,gl9a*, po6/TRIl1 S%'I WFor Tbl TPI11g TCA .ctluly ICC . la°a Qpdt •' • O' OUR. FAC. 1.00 SAC I NG '24.0 JREF- 1UZ76666ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - M1) Top chord 2x4 SP_#2_13B Bet chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4kM1) = 135 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X4 = 3X4 = SA4 = In= 5-0-3 9-4-0 _I_ 5-4-0 14-8-0 Over 2 Supports R=554 U=27 W=3.5" (3.5" min.) R=556 U=72 W=8" (8" min.) RL=120/-44 Design Crit: FBC2010Res/TPI-2007(STD) .-r_ ••••/ PLT TYP. Wave FT/RT=20%(0%)/10(0) 4 :1 FL/-/3/-/-/R/- Scale=.5"/Ft. WARNING" READ AnO FOLLOR ALL NOTES ON THIS SHEETI TC LL 20 . 0 PSF REF R6666 - 7 9284IMPORTANT" FURN Is. THIS DESIGN TO ALL CONTRAC,ORS INCLUDING INSTALLERS liu„°, r . r ° n r.br c.c mq. bntll lnq, ,M1 pp nq. Inq .n Ping No.22839byTPIdWTDA) eL } TC D L 7.0 PSF DATE 08/30/ 1 3 PI-1—,°Prmr cP PP ar"oinq c w n Imull 1 pl-1. r°.pur.ry"° nq ° Unlo, Pcnor.l,.' cop cM1ortl ,M1.II`M1.vtl'prop•rly •c .cn uc cur.l ,M1 , ,np , jIIM1wo°. P—Porly .cc cna r,g tl cP llnq LPUNPn+f.M1o.n Ptlrmntlnc Irt.r.l rase • BC DL 10.0 PSF DRW HCUSR6666 13242075 M1.II h.— br.c In,c. . par gESI ,.cclPn, 53. T or 910 „°.pPllc.bl• c ntl b rO R\, ALP I NE ITW Eu utllnq Co,y°nonc, GrPYP Ina " TWlCG) , noc b° P. r .ny tl v btlPn I A TE' V F Q BC LL 0.0 PSF HC - ENG SSB/WPF nY f.l Id cno c u„ In confor,.nc• . M1'ANSI/TPI`1.°o r M1. dtl g. ,M1I PPInq, rI- _"j}rrL,-. APPI1 v,.1P, TP .. . o P,..ntl P TOT. LID. 37 .0 PSFRP,Pr`cP ..,nq.r 1•DA_Z fP': °"A ; SEQN- 10056 Inq or r ruP.gP ° nq' O , tl In9r° ntll ctlP[.nc.Ltlf°pr°fa,slon.l onglnoorinq ° ••• C ' I Buildup Components Group ne. tlr.. P al r ,L M1P tlel r'nP.n r ".n .° P r ra Tn ••• :QP,PPn,lbl Icy , my ,Iqn , rM1° , ITy .ntl . ,Iqn r . no , ...... DUR. FAC. 1.00 Orlando FL 32837 , PPn,IbIIITy a rM1n alingTVPa gnPr PPr ANSIPI z Farr"° , Oc 1ntla, n . ` rM1 , A r gon°.I n , p.qo. ITW-•CG ocq.c°,, TPI cPlmc orq, WTGA «y c N/pNA ti SPACING '24. 0 " J REF - 1 UZ7 6666ZO4FLCOAd0278Icc ... Prq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - M2) Top chord 2x4 SP_#2_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_#3_13B l Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC @ 24" OC, all BC @ 24" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4(Al ) 135 mph wind, 15 18 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.18 ft. from roof edge. 4X5 = 1 .5X3 III 4X5(R) III 12-0-0 6-Q-3 I, 11-4-0 _I, 3-4-0 ,1 14-8-0 Over 2 Supports R=554 U=0 W=3.5" (3.5" min.) R=556 U=42 W=8" (8" min.) RL=107/-54 ` Design Cr i t : FBC201 ORes/TP I -2007 (STD) _aP.V.-.r•• ••• • •%` / PLT TYP. Wave FT/RT=20%(0%)/10(0) 14 Q725. W •'•. : 1 FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI ' TIC LL 20 . O PSFIMPORTANT*' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS REF R6 666 - 79285 No.22839r°: ° °" ° '" !•br "°' "°ntl""° ""'P"" 1I"° '" ""° TIC DL 7 .0 PSF DATE 08/30/13frWC51 (euil nq C.npananc S,rocy by TPItl a WTCA) „ffCCfacj n° pr o[a P rlorn nq c +o an In,c, provltl. c.,p. r,ry"br,c lnq ,1Itl p `^° "'""' "°parlyl• """ "`""" • b BC DL 10.0 PSF DRW HcusRssss 13242076roparlY •cc cnvtl r q-tl cvl , Loc cc c \ nq ,^+rala WGSI n, WT.•47 o 510. °:pPI; e` BC LL 0.0 PSF HC-ENG SSB/WPFnYtlALPINEniTW . ntlb^ gncw.n.nf, cr.pp Inn n TWeccl .na I n° .,p.n,lnl. ° Lunn r TE OF ny l,11 uiltl cn, cru„ n coot. ,nc. ,icM1 ANSI/T.IrI, .r f.r M1,ntlllnq ,n 1ppinq fin" APP y °+ ° ., ° of f p„ •ntl P.,iclnn , TOT. L.D. 37.0 PSF SEQN- 10046 Da c,i1,, u , nncotl ocM1cr,l,. Rafv r`co tlr„inq,r160A-Z for , •rtl pll,t, po ltl.n, ° nAf, Aj [ O •• IT Buddla Com on•nb Group nc. tlr.,inq .r rop.q. Il,c.nq tn, tlr.ryoY°. 1ntllt.u°` ,tcnpc,nc.'* oPQ f.,,1.n,1 .ngln..rinq o' u c/ r- •••••• ` R 1 ••W• a P a .,p.n,1b11itY°, LIy - tiv,ign , n Th. , ,b111cy .ntl p ,1qn r .ny , OUR. FAC . 1 .00 Orlando FL 32837 .,p.n, b 11ty nr tho luu vngCvn, qnp.r Axs iT Pp 1, .n z —1. ,-.1—, n cTn " (& Ono r"1 " p•9O' IrW-"` °C9 ` TF1 C O'°' "`" QNAL SPACING '24.0 JREF- 1UZ76666ZO4 FLcondoz78IGG -.. :.f. .rq THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 19528-MCBC-Monster House - M3) Tap chord 2x4 SP_N2_13B Bot chord 2x4 SP_N2_13B Webs 2x4 SP M3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to brace all flat TIC a 24" OC, all BC ® 24" OC. Deflection meets L/240 live and L/240 total load. Creep Increase factor for dead load is 1.50. 2X4(A1) 135 mph wind, 15 68 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.68 ft. from roof 1.5X3 III edge. 4X6 = 4X5(R) III l 7-0-3 L, 13-4-0 I 1 a 0_ I LE 14-8-0 Over 2 Supports R=554 U=0 W=3.5" (3.5" min.) R=556 U=39 W=8" (8" min.) RL=127/-63 R P t kj Design Crit: FBC201ORes/TPI-2007(STD) N` • PLT TYP. Wave FT/RT=20%(O%)/10(0) 3. 1.(8.07250e FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS DESION TO ALL CONTRACTORS INCLUDING INSTALLERS j• N O• 22839 TIC LL 20.0 PSF REF R6666 - 79286 DATE 08/ 30/ 1 3 T rua s.+ r °u Ir• o [tuna • in r•brlctl •c rg, M1.ntll n9, +h IPP,n9In+c.l Iny .n c,n° ° ° alla. T.. I.ca.[ aal[Ian o.r•csI (Ou1 ,na Ca.p°n°n[ S—Ty Inrarn.[Ian,' by TPI°.tea wrCA> r a ` y. p r•c c,coa prior to porlarn ng [ a° on Inca l•ra + pr 'do canpor.ry b In° P . 1 TIC D L 7.0 PSF U„ lo+a n r + coc c +h ° o'proparly .c a[r c[u r•I ah In. • x n.; o°: o oaaI,y .[[ n d ll,ld' a°.ng L°°.[1an: ;„o; .arup...na ar 1 oZ BC DL 10.0 PSF DRW Hcusltssss 13za2or7 ALP I NE anal h— br.cln9 —.1•°tl p•r SCSI aacciam RO. .T or 010. .a .ppl —bl. : Tw• Wa,rdln° Cana...... Gu° ^nc°n`rW:^' .11 n°[ b. r°+Pona,or°M1:or .ny daa.[,an !.°. s 14y ny ! lu o o ,Itl M1 ! o n ANSI/TRa 1, f d ,nQ. an,p. Ia L O BC LL 0.0 PSF HC-ENG SSB/WPF SEQN- 10032 aaam9ar ...... Apply Plana [° °. ; r.aa of [r°aa .n Pa+Ic,an .a ana.n .ba.a n an T Oo c.1., un + ocatl r.1 R•!o r°to r..Inga 160A-2 !or a .rd pia. poalclbna A • •I roc TOT. LD . 37.0 PSF AR p IT BuddippCompon.ntsGroup eroP.°° roa`n"" dr•^oN9.°mdlc.rto+iec°°Ponc°`o.oPo loa+Icn.l on°Inoorin° i y+•.•.•••r ne. aapanalbll icy . 1.1y cha tl +19n , n Tna a IT Icy • d a ea+1 ur .n• . cTM1I.°Job + rnoA, DUR. FAC. 1 .00 Orlando FL 32837 o+ pon+Iblllcy or Tno 111-1 n9 Da+l°nar par ANSI/TPI 1 Sbc°2 For lun n anar. l n a P.°° Irw- CG ... ,..... can, TPI ... [Pin.[ or9 WTCA ..r,abc lndu+T ry con. J pNaL SPACING 24 0" JREF- 1 UZ76666ZO4 FLCOAk0278ICG ...--r•.ar° THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - M4) Top chord 2x4 SP_82_13B Bot chord 2x4 SP_#2_13B Webs 2x4 SP_M3_136 Lumber grades designated with "136 use design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 16.01 ft. from roof edge 135 mph wind, 16.01 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1 50. 1 .5X3 III 12-0-0 2X4 (A1) = 4X5 (R) III 7-0-3 iC_ 14-8-0 Over. 2 Supports R=554 U=0 W=3.5" (3.5" min.) R-556 U-35Ifti- W=8" (8" min.) RL=140/-70 Lte- R P Design Crit: FBC2010Res/TPI-2007(STD) P •..,,....... C E IV W'•• PLT TYP. Wave FT/RT=20%(0%)/10(0) 3. 1.a8`.0725. •.'qT 7 FL/-/3/-/-/R/- Scale=.375"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS i d No. 22839 TIC LL 20.0 PSF REF R6666 — 79287 DATE 08 /30/ 1 3 T...... ..gdlrp p p Ih fa brio ing, hmduhg, .n 1pPinp, tn,u Ihg .n r.°Ing oar pFrSCSI Co•Pononc s.f.cy Infprnalonllby TPI°.° WTCA) TC DL 7 PSFh (Su1lding . . a provldo c.npor.ry ° Ing . pr.cc•c.,opr•or co pprfor.ing c .o on In,c.11h.'' I ' ' ° y 1 0 DRW HCUSR6666 13242078r"' `°p ` '" Pr°°"y '" "°`; ph— . ProPprly .cc n dprdipld c 16hg Luc.c on,c,no. forpphr •.c.r 1 rd.cr. Obp., I` BC DL 10.0 PSF ALP I NE h.11 h.— br.c Ing In,c.l pd por SCSI wccl 3. 57 or 610. .ppllc.blp[ ITS I..IaIhg Conpohnnc, G... p Inc (ITWBCG) , 11 n 1 by p.Po bl. I., .hY dp Lblpn iron tQ Isy TE 0 BC LL 0.0 PSF HC-ENG SSB/WPF SEQN- 10020 Shy toll h ulld cno c u„ In conforn.nch .„ h ANS1/TPlrl or far h.hdling .hipping, In t' Lingop„ a APPIYrPutn, tp p. , . p t p,..nd P«Irian ., .hp.n .b.— hd ph b D.c.II,. un1°„ nhcpd r „ Roforpto .v f r16OA-Z for a d.r A a .Ing, c n d P1.co po.lcl on, drnd rddt Q TOT. LID. 37. 0 PSFCA1 i nr.. d1:11"g erlbp dr p.g. ' 11.y aol, d— uo e«ppt.nTh. apoof.—. I pngln.ar ng I Building Com on.nnGrou neCPP Orlando FL, 32837 acr ,p1.1y „gh , , 1ty . ,ugh fpr .ha . d,Pon,Ibll icy h cho S°I1d Ing Do,.gnor pnr AN51/TPI I Sec"2 p For . n , cThl.uJ S 11. DUR. FAC. 1.00 JREF- 1 UZ76666Z04g°np r.l n , p.pb ITW -SCL ... Icwocg con, T•I _ pin,c °rg, WTCA ,.. ,bc ndu,cpy con, SPACING ' 24. 0" FL COA k0278 CC . nrg THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - PG1) Top chord 2x4 SP_#3_13B Bot chord 2x4 SP_#3_13B i Webs 2x4 SP_#3_13B Lumber grades designated with "13B";use design values approved 1/30/2013 by ALSC In lieu of rigid ceiling use purlins to brace BC a 48" OC. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load Is 1.50. 4X4= s 6 1 . 5X3 III 2X4(A1) 2X4(A1) 135 mph wind, 22 10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 22.10 ft. from roof edge. 21-5-15 I_ 2-0-10 _I_ 2-0-10 _I 4-1-4 Over 2 Supports R=190 U=9 W=3.5" (3.5" min.) RL=33/-33 R=190 U=9 W=3.5" (3.5" min.) Design Cr i t : FBC201 ORes/TPI -2007 (STD) aP '•''`~•E IV(''',••. jG TPLTTYP. Wave FT/RT=20°(0°)/10(0) 3'`'4Q.D6.0725 . 2 FL/-/3/-/-/R/- Scale=.5"/Ft. WARNING— READ AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT- FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS TIC LL 20.0 PSIF REF R6666 — 79288 i, N0.22839 DATE 08/30/ 1 3 Tru ......* . r . n r.br . mg, „m°I mg, ,M1IPP ng. imol mg •n un oleo. IrWL51 (wull`ng Conponnnt S.Ivcy Inrorn.clon,'by TN tl tl TCA) oI , " TIC D L 7.0 PSF pr. ccic°aoprlolsco p°rIo'r'm ing t ,o °n In,c.11 pr or tlo conpvr.rynb ng p U„lo,s noco° ocM1orwi,o top c„°M1tl aM1.IICM1.vm'pr°p°r ly .t .c„ 'acructur.l aM1m. In. ntl b I „. vo • prop°rly at „°tl r,g,tl °,IInR L°a°n,`,„° r°r p°rm.n°nt Int°r r°.... DQ BC DL 10.0 PSF DRW Hcusltssss 13242079 ALPINE na I „.vn br.—I, inacPllotl por SCSI ,ecc ona 53, e7 or BID•nn, . 11—blo • ITw enlltl ng tampon°nta crnnp Inc (IiWwccl , II rP.vPn,l bin rn .,,I. rrom notbP .ny a inn ny I.lur co Itl cM1 t , conro .n „ ANSI/TPI 1, er Ior M1......., a„IPP'ng, In a L• TE OF ;•Q L . BC LL 0.0 PSF HC-ENG SSB/WPF SEQN- 10405 APp^y`pl tP n. r P ° I Psa .ntl Pm„tl°^ • ° Q Doc.ils unlo,s'nocmtl rwi s Ro r°r`cm r.ming sr lfiOA-Z for , tl.re pI.I. poa lclona A a .I tl nd-1—.b`1vpc.nc rucc TOT. LD. 37.0 PSF LaR O IM BYI r/Ip COm G/OM ng yr cove n`v oPrn rvsalPnvl ong lnv faring tle;pmnmlblllty ;Ign tc„gaI , tlr.„O•g r[. O/11/Ib TIC. aaanP.go ro r , Imly ° a n T„P , .cy . tl nr t .IRn . .ny , uT„ Inu o Ss OUR. FAC. 1.00 Orlando FL 32837 asPons "'" y or 1h, wull Wnp`v...... par ANSw1//TPI 1 So I For mww snbcorm.clon som pano.l n , P.Rof ITw-wCG I bog c TPI cpinst org, WTGA Induncry ° r_ Q1VgLr SPA I NG 2 4 0 " J REF - 1 UZ 7 6666Z04 FLCOAk0278ICc .. P g L•, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 19528-MCBC-Monster House - PG2) Top chord 2x4 SP_#3_13B Bot chord 2x4 SP_#3_13B Webs 2x4 SP_#3_13B Lumber grades designated with "13131" use design values approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins to brace all flat TC ® 24" OC, all BC a 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 10 92 ft from roof edge. Refer to drawing PB160100212 for piggyback detail. Top chord of supporting truss under piggyback to be braced @ 24" O.0 , unless otherwise specified. 4X4 = 4X4 6 (— 6 1.5X3(**) III N_— 2X4(A1) 1.5X3(**) III 2X4(A1) oIE 11j 0-11- 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 135 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpI(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/240 total load. Creep increase factor for dead load is 1.50. I'- 0-10 I, 2-0-0 _I 1-0-10 I 4-1-4 Over 2 Supports R=190 U=26 W=3.5" (3.5" min.) RL=23/-23 R=190 U=26 W=3.5" (3.5" min.) I n P Design Cr I t : F13C2O1 ORes/TP I -2OO7 (STD) `--•'``~G•[•lE 111 %'• i PLT TYP. Wave FT/RT=20%(0%)/10(0) 4. 1I 725 •'•.T 2 FL/-/3/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI TC LL 20.0 PSF. REF R6666 - 79289IYPORTANT'• Fu.NISH THIS DESI EN TO ALL CONTRACTORS INCLUDING INSTALLERS O• //. / I• Tr"......... r " ". r • In r.br,..cr,y. M1.neling, •M1I Ping. rn,c. a rng .n clog :.e L 37 r.G51 (..rltling Gw,pananc 6.r.[yPlnrar..[rv.. by TPI°. re'WTGA> TC DL 7.0 PSF DATE 08/ 30/ 1 3pr• a e pr, .ry[v par rer.Ing [ •a runc[rm• In,c• •1 provltle canpor•rynb clog puM1lo. aI,a[•e .oar.,,. [.c .M1..a ,na n.,,. prop.rlyl•[ ..o ,[rp.["ra ,n . In.. e ; BC DL 10.0 PSF DRW HCUSR6666 13242080II`M1.va . props ly .[[ M1otl rig ie .ailing Loc•[on,`,no. for porn•nanc I•cor I ra,cr• .ab : \ ing rn,c•I•ve par .C51 ,eccion• .] .T or .loan•, •ppl c•bla TE O F • BC LL 0.0 PSF HC-ENG SSB/WPFALPINEITW..uVltlbngcCa.pan.„u.ccu.up Inc"ncifWecc> , II no[ ba .,pv.•F., nr^al•ny tl .n I•n y r lura ca ,e „ ,n r •n wry „ ANSI/TPtllrt r . Ing, •n l•.Itlg ` on A• a log . " ,. Applyrpl•[.. [.... r . [ a„ .n pa,r[i.n ., ,7:.n pb as n .n [ Q . TOT. LID. 37.0 PSF $ EQN - 265566 D.[• .c.e . r., . Rtlrar c. r.. ng, ieoA-z rar , .ne.re vl.ca Pa [I= A •..I • • L a R 1V IT awldulp components Group nc br,.pm:Inrl ci cya.a o9r rar`[no•` gnr,nown e' Tnac,uiubccaPI...tl[a opo ........ r I,— d •p g` naa• ny , rpa[ d •'•.....•W•• p.n,r.III[y ar [M1a .rld°ng Da,Ignar par ANSI/TPIIc Sa.°2 "Far . r n `T„„",. 7 DUR .FAG . 1.00 FROM CHAD Orlando FL 32837 oe...I n.. p.g., ITw..cc ... r[. w TPI ... [p n,[ ... ,bane",«y tea. FL COA #0 278 GG --- r =-•1. .rg b"° " °r° ""`A ONA` ' SAC I NG ' 24. 0" JREF- 1 UZ76666ZO4 CLB WEB BRACE SUBSTITUTI N I -BRACING THIS DETAIL IS 10 BE USED WHEN CONTINUOUS LATERAL BRACING (CL13) R IS SPECIFIED ON A TRUSS DESIGN BUT AN ALILRNATIVE WEB L— BRACING' DPACING METHCID IS DESIRED NOFFS THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS 10 T-BRACING OR SCAB BRACING ALTEPNATIVE BPACING SPECIFIED IN CHART BELOW MAY BE CONSERVAIIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE RRAC INC, WCB MEMBER. SPECIFIED CL13 ALTEP.NAIIV[ BRACING SIZE BRACING 1 R L-BRACE SCAB BRACE 2X3 OR 2X4 I POW 2X4 I--2X4 2X3 OR 2X4 2 ROWS t 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 1- 2 ROWS 2X6 2-2X4( ) EX8 1 POW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(,},) T-BRACE, L-HPACC AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN J CENTER SCAB ON WIDE FACE OF WEB C,PPLY (1) SCAB TO EACH FACE OF WEB APPLY TO EITHER SIDE OF WE ATTACH WITH 10d BOX OR GUN 0128'r. 3',MIN) NAILS. AT 6" O C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T—BRACE OR L-BRACE I T-BRACE L-BRACE SCAB BRACING APPLY SCAB(S) TO WIDE FACE OF WEB NO MORE THAN (1) SCAB PER FACE ATTACH WITH 10d BOX OR GUN 0128'x 3 %MIN) NAILS, AT 6' C BRACE 1S A MINIMUM 80% OF WEB MEMBER LENGTH SCAB T 7j v.,RwNo•• RCnu , nNa raneuLIOv ILL Nolrs ON PITS SN«r lr uss••s rryurr cIrcarr «It,hr icJlny, Li•n..i,n4, snip;i•riy, ins t•Il nl r,„li L,r A[iny RefeE rollu« bCSI tbr•ad ny LCnpunCnl Surety Inl ornJ t Un, by IPI on.l wlCnl tar sorely proctices perrprniny these nclion Inslulle,s shall yro.rNe ter•t>or ry braEnry Ptr YCS u.,. s , oli,r« rse Slue ed - I holls ho ICJLloperly ol' ocrr strut turul ponels and b.. ton Chord s, Prpper ly ottoc eJ rlg.+cel ng p/Jtpns s p rPr prrnonrnp to ter Jl eatrJ nt Jr .ebs b,m u.rg l ouCJ p1r PCSt sec b! t Ill th¢ ,JW s genm of notes Page ror n o o nril pr low ed hoveroll hu :• r t: n Y N0. 22839 i• TC TC BC LL DL OL PSF PSF PSF REF CLB SUBST, DATE 1/ 1/09 ORWG BRCLBSUB0109 BmlOing Components Group Inc IMPORT ANI •• rURNP II COPY Ill" IIIIS IIr SILII In 114S I ALLl,l ION CIINI RACTOR o Ilw BuIJ,y Co•Pu,l,•.ts r—P I'.c 111 wbCl, shell — Lw „•, uu+able tar any d—,I 1.o Ir this a••sw• r, J,y I„a r„ to J,a.l u,., I. •... . „ nor cr «cur Irl. , rm r o. t nq, Il nwny, 1, ,g nstou«qtLoe1nyot.>:ass livmo crr rC lorrplo l.s J note of eonfv won cw,M/s/r 6:7 TE • 4 BC ILL PSF I I L0. PSF Eerih Clty, MO 63016 yuue lr ilia /Lo „/w/II Sr Elul v. 5L"I rrpJ, pl"t's 1J aE•clr le— o lr-usa, Poslt-wi os sl rE• ono P• r 1prnt IlC trr ls 1 A seol t. his Jr•r«iny o• cpv,. pays inJ En lea •ICE, pipn e u•r<l trol essr npl Fng neering rrsPc Ie1y t fi5 cp•ny+Lnt J•s Grr .,,,«r. Ihr• +•..iJJn ly E,nJ u•,• o tl,: conlranent ro• /: LuIJny • yes . s b lll hui1J"ll la•fi_Inrr ANSI/Ir 1 .0 2 liw-bu, ««, It« _- o IPI ,..« n •t r,, w,ln ««t1,C.inJrs tr ...... u[ ... csole r9 O,Q •••• M• 1 v DUR. - AC SPAL:IN G 8/30/ 2013 Gable Stud Reinf orcernent Detail ASCE 7-10 :140 mph Wiled Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or 120 nph W-6 Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 100 r Or 120 nph Wind `,'peed, 30' Mean Height, Enclosed, Exposure D, Kzt = 100 r IOU nph wind speed, 30' Meun Height, Partially Enclosed, Exposure 0, Kzt = 100 2'•1 Brace Gable V, tlCal I pacing Species Grader PJo} Bi t, ces 1) 1+4 'L' Brad' > 1) 2x4 'L' Brol_e 2) 2 4 'L• Brace •> 1) 2x6 -L' Brace * 2) 2x6 'L' Brace Group A Group B Grou{ A Gruup B Group A Group B Group A Group B Group A Group B III / 112 4' 1' 6' II' 7' 2" 8' 21 8' 6' S' 9' 10' 2" 12' 10' 13, 4" 14' 0" 14, 0' J) IJ 11T 3' ill• 6' 2" 6' 7' 8' 1' 8' 5' S' 81 10' 0' 12' 8" 13' 2" 14' 0- 14' 0' U r S tucl f" 101 6' 10• 7' 1' 8' 1' 0' _5• G' S 9' B" 10, 0' 12' 8' 13, 2' 14' 0" 14, 0' La11Iard 3' 10" 6' S' - 10, 3' I- 9' 8' 10' 0' 12, 8' 13' 2 14, 0' 14' 0' QJ S tl IT-_ 0' 1' _ 7' 8' 3 8 /' 9' 9' 10' 2' 12' 11' 13' 5' I.1' 0' 14, 0' 112 6' 10' 3' _ T 8' b' rl' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 113 IO' 5' G' 5' 10' 7' •I' 7' 10' 9' 81 10, 01 II' G. 12' 4• 14' 0' 14' 0' CU I) F L S tucl 3' 10' 5' 6' 5' 10, 7- 4' 7' 10" 9' 8" 10, 0' 11' 6" 12' 4' 14, 0" 14' 0" U Stardord 3' 8' 4' 9" 5- 1- o' 4' G' 10, 8' 7' 9' 3- 10, 0' 10' 8' 13' 7' 14' 0' U N1 / 42 4' 8' 7' 11• 8' 3' 9' 4' 9' 9" 11' 2• II' 7' 14' 0• 14' 0• 14. 01 14. 0' h S h F A3 4' 5' 7' G" 8' 3" 9' 3" 9' 7' 11' 0' II' 6' 14' 0' 14' 01 14, 01 I•I' 0' U I Stud 4' 5' 7' 10, 0' 1_ 9' 3' 9" 7- I1' 0' II' 14' 0' 14, 01 14' 0• 14' 0' 0) G III_ r, 1anclard 4' S' 7' 10' 8" I' 9' 3' 9' 7" II' 01 6" 11' 6' 14' 0" 14' 0' 14' 0' la' 0' III 4• 9- 0" 01 8' e" 9' 5' ci, 9' I1' 2' II' 8' 14, 0' 14' 0' 14, 01 I•l' 0" S P p2 4' 8- 7' 11' 8' 3' 9' 4' 9 9' 11' 2' 11' 7' 14' 0" 14' 0' 14. 0" 14' 0" tl3 4 ' 5' 6' 9' 7' 2 9' 0' 9' 7' I1' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14, 01 J U D I-r L S tad 4' 5- 6" 9' 7' 2- 9' 0' 9' 7' 11' 0' 11, 6' 14' 0" 14' 0' 14' 0' 14' 0" Standard 4' 5' 5' 10' 6' 3" 7' 9- 8' 4' 10, 61 11' 3• 12' 3' 13' 1' 14, 0' 14' 0' r! n III / 112 5' 2' 8' 9" 9' 1' 410, ' 10, 9' 11' 2' 12' 9' 14' 0" 14' C' 14, 0' I4' 0' CU L3 U S I- F HF 113 4' 10• 0' 7' 8' II' lu' 2• 10' 7" 12' 2' 12' e' 14, 0" 14' 0' 14' 0' 14' 0" Stud 4' 10' 8' 7' 8' 11' 10" 2" 10' 7' 12, 2" 12, 8' 14' C' 14, 0' 14, 0' 14' 0' U lI Standard 4' 10' 8' 71 8' 11• 10, 2" 10' 7' 12' 2' 12' 8• 14' 0' 14, 01 14' 0• 14, 0' X 41 5' 3' 8' 9' 9' 1' 10, 4' 10' 9- 12' 4' 12' 10' 14, 0' 14, 0" 14' 0' 14, 0" J nSI- 02 5' 2" - 8' 9' 9' 1' 10' 4' 10' 9- 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' cL 13 4. 10' 7' 9' 8' 3' 10' 2' 10' 7' 12' 2• 12' 8' 14' C. 14' 0' 14' 0• 14' 0' D I- L Stud 1, 10, 9" 8' 'r 10' 2' 10' 7' 12' 2- 12' 8- 14- 0- 14' 0'_ 14' 0- 14' o' Standard 4' 10- I 6' 9' 7' 2- 9' 0' 1 9' 7' 12' 2• 12' 8' 14- 0' 14- 0" 14' 0' 14, 0' ymmAboutlL Goble Truss Din gonal brace opt-,' 7/ 7- vertlCat length may be T doubled'diogonal u, are s usau Connect I diayonol orate for 5250 f/ ut each red N.- web Broce totol length is I," f 6 Or -I. TIP nr better d,agonol Ver L+Cal (tnglh Shown brute, single Ur " /able Cut 18' n in fable above 5' 14 a w+ as sho) at L I F L _ i_ L per r nd u R - cornet t c6nraanal O L nti M iM/+...... .. eo` C NS •; Wi•irJuoint 11 0001 web Rel'er to chart UI" WAF` NIN(,'• I.'CAII AND FIJI-LOW ALL NODS ON ]HIS UFA INGi INI' IIk IANI•• rNF Nl 111 TO% GkA'.INI, Ill .• 1. ZONTR.•CllI-wt INCLUDING THE. IN\I,•LI CRS as•.. s No.22839 1 / rNu,C •..t•r „re q lint,, H nri n,,, `hnPinr,, in5lahn and b,a ,nt, Rpfr•• a nJ umr` HC\I Bu ,n,J Cu•11-1,1- '.o: o: Infc. nO tion h, TPI -o WICAI fo s ety: IntJrY•h„II T"uNs"r,'Iia• V Ir r, l•c.'s 1'io , p fu th c Ins tuil.•>:, pru.,ti.' tCnpur r,ry hrotnll Pe bf. i u., i ss ul. ,• ., u.n ns r,u ohm •l s`,',N ho yr P, one. ly o` a.r e,, ,',I,t,.. nl s`eo uii,.a on,. ho i allhovep•P>1•I, 011v a •q,nl a L. x, loC Pa•,n ,l 10 t, rul u,•t UrvaOw Of ` 5 hill h0 v, r,ru in.1 •, tnll••J F•l 1 cC l•un f'J,N7 , DIU OnuI C O•,IC A„ply pl0 t0 • F• Bullalnp Components Group Inc Ira ul Ilan A, ,hpn•, nUuvr Mel on rep loinl Dp taih. ..nle e5 nalfrl 1,11c, C • el.lr . r d-owing: Ihan Z in• lo•wr.. elo r, hs r,ans /pry T` OF I1W buAdint, l:onPOn.nts G, o In ;I•ull nnl b,• .a"•Pr `•,Gip IOr any JeI :tun from lhi dr Owint to bu•IJ Uu 1. m lu .Jh ANSI/IT`Inl, + hO.dL..g, shipp,n.l, nsloll0bon t cuPa 40RIO Wo ca, of t• s .>L A ul lln ,l>nn ny . cava Nu•ar0listo,y th,S JrO wu•y, inJ co lCs occe Pl. nc 9i. s, l o( OP'of,•S•.i I ri i,d.(y s, 1. ly rr,• lhr• /••siNn sl Ow IL• Suilol,l ly _H uS JrOwny fogon^rs or ,rr... tr„' ri cn_I"y ,I,e b,AJ•,y 0-. 1'u AN"111FI I S-2e rot mr . o L. -e u, rgn. nd lh vJ Earth City, MO 63045 DN o iou s A, hoop au .ley II VDCNrwinucn <unsll'I p•• I.•Wif,u y(t' slryu wTLC are rN th Brucir, g Group Species and Grades, Group A race -Pine - Fir Hen -Fir 111 / 112 Stando rd N2 Stud N3 Stud 43 Standard Dou los Fir -Larch Southern Pine- N3 p3 Stud tad S tondo rd Standard Group B Hem -Fir ql G Dtr HI Dou los F.-Larch Southern Rne••• NI NI 42 x2 I1.4 Braces shall be SRB (S tress -Rated Board) For Ix4 So Pine use only Industrial 55 or lrc1 st- 1 45 Stress -Rated Doards Group D values may be used with these erodes Gable Truss Detail Notes' Wind Load deflection crrterion is L/240 Provide uplift connections For 100 plf over continuous berg ( 5 psF TC Dead Lood) Goble end supports load From 4' 0' outlool-rs with 2' 0' overhang, or 12' plywood overhung So Pine lumber design values based on the ALSO January, 2012 ruhn Attach 'L" braces with IOd (0128",30' min) nails For (1) ' L" brace space moils of 2" oc in 12, end zones and 4' oc between zones 3,For ( 2) 'L' braces space moils of 3' oc in 18' end zones and 6' oc between zones L' bracing must be a minimum of 80% of web member length Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0" 15z4 Greater than 4' 0', but less than 11' b' 2.%4 5rea11her than 11' Refer to common truss design F- ILpea P, splice, and heel plates Re Fer to the Building Designer For conditions not acldressed by this deta,l REF ASCE7- 10-GAB14OK DATE 2114112 DRWG A14030ENC100212 MAX. TOT, LD 60 PSF MAX. SPACING 211 0" Fiol- Let -in Ver LiCals Gable Truss Plo to Sizes oprol,rmte IIW goble detail For e sizes For vertical studs Engineered truss design For peak, b, and heel plates verticol plates overlap, use a to that covers the total area of apped plates to /spun the web 2X4 1 2X4 2X8 hroviOe COnneC LiorS [or uplift specified on the engineered truss design Attach each 'T' rernForc,rg member with Cnd Driven fJuils IOd Common 10148'x 3%,iin) Nads at 4' OC plus 1 4> no is in the top and bottom chords Rrgrd She. thing ToenoileJ Nods IOd Commun (0148'x3',min) Toenails at 4' oc. plus 4 Nods 4) toenails in the top and bottom chords 1. This detail to be used with the appropriate ITW gable detail For ASCE Reir.l ar cn,g wind load. Member ASCE 7-9B Gable Detail Drawings A1301598010), A12015980109, A11U15980109, A10015980109, A13030980109, A120309BO109, A11030980109, A10030980109 Goble Nods ASCE 7-02 Goble Detail Drawings Truasc At A130lb020109, A12015020109, A11015020109. A10015020109, A14015020109, tic A13U3U020iO9, A12030020109, A1103U020109, A10030020109, A14030020109 1SCE /- 05 Gable Oetpd Urawings A13015050109, A1201SO50109, A11015050109, A10015050109, A14015050109, s, 1303005010'), A12030050109, A11030050109, A100JO050109, A14030050109 SCE 7-10 Gabte De tail Ilrawings Al1SI5Ef; C100212, 1.12015CNC100212, A14015ENCIOU212, A1G015ENC100212, n Nods A 18015ENCIOU212, A20015EN(.100212, A20015END10021P " 1 P_12, I I'i30CNC WU2I2, i,1203OLNL100212, A14030ENCIP 30C 11 M p„ li„g I i18030LMCiOO?12, A?pU30ENC100212, A20030E'' 1iCc 30IF. 111, + o NFep10[r ,Lp ITW cluble Jl'tail For rw.ir,un lr•p .. G'NS''r y .:. .:• T' Reinforcement Attachment Detoil T' Re In Forcing 'T' Reinforcing Menber Menber Toe - roll - Or - End-na11 To convert From `L' to 'T' reinforcing members, multiply ' T' increase by length (loosed on appropriate ITW gable detail). Ma Xlmum allowable 'T' reinforced gable vertical Length is 14' from top to bottom chord. T' rem Forcing member material must match size, specie, and grade of the 'L' reinforcing member eb Length Increase w/ "T" Brace 7. Example Z. ASCE 7-10 Wind Speed = 120 mph Mean Roof' Height = 30 ft, Kzt = 100 Gable Vertical = 24'oc SP 13 I" Reinforcing Member Size = 2.4 1' Br ace Increase (From Above) = 307, = 1.30 I) 2x4 'L' Brace Length = 8' 7' Ma Imum 'T' Reinforced Gable Vertical Length 130 x 8' 7' = II' 2' 1' Re1nF Mbr re T' Increase 2,. 4 30 2x6 20 VAPNINb•• RLAD AND FULLUW ALL NUICS [IN 11,h WAVING- _ • i,9 IMPUPIANI• r rUt Nl\M N11S UWAVING IF] ALL CONINACl01.t INCLUDING 111, IN,IALLERS REF LET -IN VERT I r„s,es ren.••t• r tit ore n , , .ndl ng,-h'pu,y1, Ins tnlliny n.ul b.annq h'e to o,ri• No.22839 DATE 2/16/1E nlla" tiro 1.1,•sl •1liu ruic Ni.1 ,Nun Jrl io Cur'pu .nl Solely Uy 11• onJ W'TCA, si,fe l DRWCi CBLLL] 1NG212 I, r oc LiCes nr to rEr 1,1 rn,q the r :tic n Ins tUll'I h.11 l,r ,v.l• lnnl,p ry braC n,l IB 11 unie,s . plyd`ul•,,.wisr, tune .J'•- r• i,e•.iy .no,h,•a rst1. ,rot rshe.thnq .nil d t* • * a ChprJ s,al Iwve . Ur ape. ly attnC h,yl .,qv c L,j, L.C. lnv,t 5hn«n ipr pprnanenl lotPra r L rt C of webs rsholi ho yr o.opnq oiled per BClI air flans NJ, B! or H10, oe oPPbeoble AUPIy PI' s to • \ trt,55 . nil py ilips . n .bvvr .nJ G the Jail Detu.l,, unleys note,,T /1F' Frlpr'°onJ. l00 s D B Ilding Components Group Inc awing5 oDA-I for stunt.;i`Irl. It PaS l,Gntf nW 6, dd nq epnp„n,.,,ts croup Inr ,.I,r,u not I,o ,esl,unawe roe „ny de.t an r,on this Jr.w' MAX TOT LD 60 PSF o lurn la build ,hv 1. uc anfa. n,.,,re with ANSI/lP 1, o: for honJlinri sh p,lin9, ins toll. ton • U.-.c nq of t, ut es n •.col on lh,s y c corer p.ye lis tlnG lh s d u w nU, nd co tes occ,P to R1 DUR. FAC. ANY or prof,• n i engn er.,q ,Ponsbd t, solo•,, ro: t J..sgn s o lha s"t.b.bty aril us or ••..Q N,- o wny fo nn^`s Clef, , e a,pa sh•1•, lha Budd nq Des_ner per ANSI/IPI I Sec 2e r1 MA'. SPAC1Z24.V" Earth City, MO fi3o45 Fcr n, w. a .tun c e'thrv, )'ub's ,),•r ,n r., to P"ye o„d +bozo web , r IIVDCG .Ulel.rgc , TPI w wynnst, q, .Jlf'n « nsbrnmus t, yo, ,, ICC .. w`iC cso (eo /O){j j L GakDle Stud heirll=orcPment Di SCE 7-10 140 riph Wind Speed, 15' Mean Height, Enclosed, Exposure C:, Kzt = 1,00 f Ur 12(' mph Wind Speed, 15' Meon Height, Partially Enclosed, Exposure C, Kzt = 100 Clr 120 riph Wnrtl Slleed, I5' Mewl Height, Enclosed, Exposure D, KZ I. = 100 U, 100 mW) Wmd S[Jeecl, 15' Mean Heigh L, Por trolly Enclosed, Exposure 1), Kzt = 100 l 2'1 Brace Gable Ver t1ca1 Spuai'Ig Species Grade No Braces 1) Ix4 'L" B, oce • 1) 2.4 't_' Hroce 2) 2x4 'L' Brace • Y 1) 2x6 "L' Brace • 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B h I r III / 02 43 ' ' 7' 3' 7- 8' 7' 8' H, IC' 3" 10, 8" 13' 6" 14' 0' 14, 0' 14, 0' C r- I_ 0:i 4' I' 6' 7- 7' 7' I' 81 6" 8' 10" 10' 1" 10, 6- 13' 4' 13' I0' 14' 0- I4, 0' U r S tud 4. 1' 7. 2 7' 5" 8' 6' 8. 10, 10, 1 10, 6' 13' 4- 13' 10• 14' 01 14' 0- r O 1-1 r S tnndord a' 1' 6' 11' 7' 5' d 6' 8' 10, 10' 1 10, 61 13, 4" 13• 10• 14, 0" 14' 0' Q III 4' 4" 7' 4' 1' 7' 8' 8' 9' 0' 10' 3' 10, 8' 13' 7' 14, 0' 14, 0" 14' 0' S h 02 4' 3' 7' 3' 7- 8' 71 8. 11, 10' 3' 10. 8" 13' 6' 14' 0' 14' 0' 14, 0' it 4' 1' 5' 11' 7' 6' 4' 7' 11' 81 5" 10' 1' 10, 6" 12, 5' IT 3' 14' 0' 14' 0" ref L r L Stud I' 1' 5' 11' 6' 4' 7' 11' e' 5' 10, 1' 10, 6" 12' 5' 13, 3' 14, 0' 14' 0' Stondord 3' 11, S' 2" 5' S, 6' 10" 7' 4' 9' 3' 9' 11" 10' 9' II' 6" 14' D" 14, 0' lJ 01 / Op 4' 11" 8' 4' 8' a" 9' 10' 10' 3' 111 8' 12, 2" 14' 0' _ I'r 0' 14. 0' I•r G" S f it 4' 8' 8' 1' 8' 8' 9' 8" 10' 1' H, 7" 12. 1" 14' 0' 14' 0" 14, 0' 14, 0' U F S Lud 8" 8' 2" 8' 6" 9' 8' 10' 1" 11 7' IL' 1" 14, 0' I'r 0' 14' 0' 14' 0' lU Q 1_ 1 S Landurd 4' 8' 8' 2" 8' 6" 9' 8' 10, 1' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0" 14' 0' It 5' 0" 8' 5" 6" 8" 9' 11' 10' 3' 11' 9" 12, 3" 14' 0' 14, 0" 14' 0' 14' 0" SP 112 4' 11' 8' 4' 8' 8" 9' 10' 10' 3' I1 8" 12' 2' 14, 0' 14' 0" 14' 0- 43 4' 8- 7' 3" 7' 9' 9' 8" 10, 1' 11' 7' 12, 1" 14' 0' 14' 0' 14, 0" 14' 0" U I- L S tucl 4" 8' 7' 3' 7' 9' 9' B' 10, 11 11' 7' 12' 1" 14' 0" 14, 0' 14, 01 14, 0" Stoil clOrd 11, 8" 6' 3" 6' 8" 8' 5" 8' H, 11' 4' 12, 1' 13' 2' 14, 0' 14, 0" 14, 0' n r III / H2 5' 5' 9' 2' 9' 6' 10, 10, H, 3" 11' 8" 13' 5' 14' 0' 14, 0' 14' 0" 14, 0' C S f I_ 3 5. 1' 9' 0" 7' 4- 10, 81 11' 1' 12' 9- 13, 31 14' 0' 14' 0' 14, 0' 14, 0' S tad 5' 1' 9' 0' 9' 4' 10, 81 11' 1' 12' 9' 13' 3' 14' 0' 14' 0- 14' 0- 14, 0" U I_ I FStandord1• J' 0' 9' 4' 10, B" 11' 1' 12' 9" 13, 3' 14' 0' 14, 0' 14' 01 14' 0' u1 5' 6" 9' 3' 9' 7' 10, it, 11' 4' 12, 11' 13' 6' 14' 0' 14, 0' 14' 0' 14, 0' I 112 5" 5' 9' 2' 9' 6" 10' 10" ill 3" 12' 11" 13' S" 14' 0' 14' 0' 14' 0' 14' 0' 0I U It35' I' II' 4' 8. 11' 10' 8' 11' I" 12' 9' 13' 3' 14' 0" 14' 0" ln' 0' 14, 0' 5 1 L FI- Stucl 5' ," B' 4' 8' Il' 10' e- ill 1" 12' 9' 13' 3' 14' 0' 14, 0" 14, 0' 14' 0' Standord 5' I' 7' 3' 9' 9' 8" 10' 4' 12' 9' 1 13' 3" 14' 0- 14' 0' 14' 0' 14' 0' About l' Goble Truss j J lh.gonnl I-Ce Jp ianr / ver Beal le ny th may be / T C 0011 1 •.vherr ll,O LlGnal 18' T' bicC is us PJ Lur,r„-CI / JiaJanal h, oCe fur- 'I'JOu-- o l . ch nc+ Ma - wr•b '/ Brace Ilenq u, is.1 I'/ nUf - L n2 0• be LtPr- trio ya"ol 1- Vert,i le-Cji snawn hr Ce, ingl„ ltj, in tu' ol c• above /, Or tdouhle cal I l n' 4 ' cos :, e. ' at _ L ] I• uppe, , nN i IO l/ y- - i - T 77 t Cc„meal oi- wl of t/ / ",',.!. ....,, dent„ t or rticol „et, Ref a tc char t al S 'f JAF NI 111. kEAII A14D f0i ALI rJi LIN Ir11S NpnVIrvG' % I rus rs nure e, t,-tine t..e in IN ALL ; Orha nil, Flshilxt Ul' INGf•taCinlcl sal nLlb Fut, n Pele to once• IMPDPIANI•• Il1PNISi, Illl Ilr.'AVINIi d V No.22839 i allow the 1p lest eJ, lion ui HCSI ,Lu,IJir,11 Curl. u.,+nl `;.lely Inl.r,p hu,, by IPI ontl VICA) f soiel. practices prior to pert orrir lhrs!• it drams 1r,Lt oilers shall provide trnparury brae --,nil p B_SI Unless role.l „lh,r cirri lap Cho.b moll hn a Ir ape. ly utl.Chrtl s11--unit sheathing .nJ b t* chord shallhove .. grope: ly .l toC he•J iyyl vl. eny Lon•Luns shoe, rpr lernonrnt to ter of r 1, •t j ar eebs h„11 hove b%oC.y ins tolled pc HCtilt •,rc liu.,s H3, H/ or BIO. os ol`plKohle Apply File s to 1111TUS 11Firtr„=5 i n .z Sh en .., p„u on the Jn,nt Drtp,l„ u11r 5 noteJ 01 TE OF Building ComponentsGroupIncFrieriedr.w ny; loan 'Z p ait st. 0-1 "lute positions s ITV Bl, n,i ny G'onl,pnen is Group I"`. -.hull nnl be ic••pan :hle ,or Illy Jev,. t'un Prom this Jr.. velure 1p built. the truss o„f p, n.nCe ath ANSI/111 I, o rpr honJ6ny sh,ppmy-WI.Lon ' .. C. RIO .•• broc,nyortrussesnelateo•, tY.s dr. e••,y o. ro er goy+ l,s line' Lh•, d ow ny, inJ,co tes pccePt. V of prol rss,o•wl Pnynep%...a 'e pons L..,rty solely fog the Jrsnln swen the su,tobl,ly and us of . /._ J•oer,U fo pry slruc line is the esl'onsG,i,ty of tl,e Bun Jny 0.•s,g••e. Per nNSI/1PI 1 Sec 2e A/ •p w1V j Earth City, MO 63046 rpr no i. o, no l,pn sae this Jobs ye,t .i ,,,tos p,•.)'• .nJ lhes .•b sites u ( 11VBCG•ewilebr,ltpr, II'I xipi„st iP,riJlCn sbCinJustry^'a,"TIC .nFeprrl CJ Lh Bri Group Species and Grades. Group A' uC a - Pine -Fr Hen -Fir NI / hp Standard a2 Stud a3 Stuo N3 Standard Oou low Fir -Larch Southern Pine'•• a3 03 Stud tuJ Stondord Standard Group B He m- F it p1 P Htr al Dou los fir -Larch Southern Pine•+ - III NI 12 N2 Ir4 Braces sholl be SRB (Stress -Rated Board) For Ix4 So Pine use only Industral 55 or Industrial 45 Stress -Rated Boards Group values may be used with these -1- able I russ Detail Notes Wind Load deflection criterion is L/240 Proviue uplift connections For 55 plf over Cori hearing < 5 psf TC Dead Load) Goble end supports Load fro, 4 0" outlookers with 2' 0' overhang, or 12' plywood overhang So Pine lumber design values based on the ALSC January, 2012 ruhn Attach 'L' braces w'th IOd (0128''30' min) noels For (1) ' L" brace space roils of 2" oc in 18' end zones pod 4' nc hetwe Pn zares t, ,f or 12) 'L" braces space nods of 3" oc in 19' end tunes and 6' oc between zones L" bracing must be a minimum OF 80% or web nr„bcr t-9th Gable Vertical Plate Sizes Refer to common truss design for IL peak, space, and heel plates. Rere,- to the Budding Designer For conditions not .ddress Pd by this detail, REF ASCE7- 10-GA814015 DATE 2/ 14/12 DRWG A14015ENC100212 Vertical Len th No S lice Less than 4' 0" Ix4 or 2x3 Greater than 4. 0', but less than II' (,' 25x4 Greo they than II' 6' 3x4 MAX. i0T ED 60 PSI- MAA SPACI- IG 2'1.0" f -1 Piggyloctcl-x 0 e t a l l - ASC;E 7-10: 1C)0 mph, 30' Mean Height, Enclos-le Exposure C, <zt=1.00 160 mph Wind, 3000 ft Mean Hot, ASCE 7-10, Enclosed Uldq loco led anywhere in roo F, Exp C, Wind DL= 50 psF (min), Kzt=10 r 140 mph wind, 3000 fl Mean Ilgl, ACE 7-10, Enclosed Bldg located anywhere in roof, Exp D, wind DL= 50 psF (min), Kzt=10 IJu to Top chords of tr-ussr:, suppor lung piggyhack cal, trusses riust be ciii Lety Uroced by sheu thing or purlins fhe budding Engineer of Record shot[ provide diagonal Orocung or on/ Other suitable onChoruge to permunently reslruin purlins, and lateral bracing For out of plane Foods over gable ends 1 Mn.imum truss spacing is 24' oc deloil i.; not ohplIcanle if' Cap suppor is Lddi liana[ foods such as cuporo, steeple, chimney or drug strut loads Refer- to En(iineer's sealed truss desiorl Llrai for piggybock and base Lrass specs Ficaticns Detail, A Purlin Spacing = 24" o,c, or less 12 Up to 12 F7 rs 1 24- oc max // I fop Chord Scab (Typical Each End) flat top chord purlins required at both ends arid a L 24' mo • o c spacing ie) between 0etoiI P PurUI-i Spacing > 24" o,c, Piggybad< cap truss 51,rnt Waded to all top chord purlin brocng with (2) 160 box nails (0135'x35') and secure top 1 chord with 2x4 113 grade scob (I side only'at e..ch end) uttuch,c) with 2 rows of 1Od l,o• nails c0128'x3') of 4' oC. Attach purlin bra Cing to the flat top Chord 12 using a m—Inum oP (2) 16d bux nods (0135'.35') Up to 121 11 I l t 4 LV- F 17 frill Flat to churl urhnslopChord ;cab (17picnl (_ach End) [Liar ClP p IJe11Lh bULlh ends, purlin spa Note if"ins In sheu lhinrl ire suit specs[iacV o Lhe flit lap of the hi• 1 Cru55, nurhns mu5l be• nS Lull eJi a[ 2•I' oc ma. and use Cie Lod A WV PF11,11 • RLnll AND iou-nV At t NOTES ON IIII\ URnVING' IWOP1 ANI•• rUPNIVi IIIIS DRAVING 10 AIL CONIRn[IOI.'\ INCLUDING [FIE INNIALLENS IF Irussus .l•G r, c". tre•ne cl re in fi brico t'nli, ,""t i l, s+OO n41, ins, loliiny null Ur brie to ond nc nllallowthetolestedrtonorHC11tBuilunqCunuonrrtSofutyh.(u. no Lu, i, by IPI o tl ViCN fI so ref• I O, ;oC t•CCS prio t0 Orr ror Wiry ; Lir f„ nI;'UI Oc± InSlolle— Shall --de t—porory broci1y p Br sl ant.-ss ol•:1 OIhV• r xi r, top olllC a I,rpOC, ly ottu Chc4 Sl, uc 1 Shro lhiny p cl n yy S+ aril 'ur' c -I shoo [save u n,aneriy nitecl ed r ,•ilnr, Lacotiova show., rur r eat mterAl tcr 4 t IDCSIorowrbsshellhahDougloib l Prr tee u.,ns H3, 117 l btu.. ou I—ble APPfY pia s to c ch race OI 1, ass onI r,r yi tiOn _ shown o,ov o o lh.• .lo,il Di, tui s, unlCsn no tecl uthi, s Building Components Group Inc Pefcr to drow,nns IGLIA -7 for r. ancio,d ul•, t uus ti.,ns I1V HI•il c, ny Conponrnts G. Ins ol All nil el• cspun•,iblc fur u•y devo lion fr on This a r foil u•r o bu lh lhu t. us. l cno + with ANSI/If'I 1, u.- for hunul ni sh pinny ins tollolun r• b. c rti or b s s a _ o no U +,,.rno I. cu n- oqa Lr. tau thy.. Lu gyp. ind co to ceptoc / of prole not C c e• rD :pons'udity rely lu li, •s,yn Dino, Iha•w nobility us Ir,w,ny r A„y si cwe the ,e,p„nsbaly orrthe D,w„u Des+ne, persnrlsl/TpI I setae1S Earth City, 1630/5 ror nn- . no t•on ee •. nabs yenerol •ores I „nil these web so.brnc AultIIVHCG wtp nst v. .l• V1CA sbc,du ryo n. ICE ire - Purl,, Spocing ) 14 o00ha Lao IE HS No. 22839 I. TE a I00* @. Fi Piggybocl, cap truss start roiled to all top chord purlin bracing with (2) 16d box nails (0135'x35') and secure top chord with 2x4 113 grade scob 1 side only at each end) attached with 2 rows of IOd box nods (0,2e'r3") at 4" oc Attach purlin bracing to the Flat top chord using (2) 16d box nods (0135'x35') The top chord 03 grade 2.4 scab may be replaced with either of the Following (1) 3X8 Trulox pia le u[tacVied with <8) 0120'xl 375' nails, (4) into cap TC 2. (4) into base truss TC or (I) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with 4) 0120'r1375' nails. Note Nailing thru holes of wave plate Is occeptable In addition, provide connection with one of the rot l owing methods Trulox Use 3X8 Trulo• plates For 2x4 chord member, and 3X10 Trulo• plates for 2.G and larger chord members Attach to each race La' oc with (4) 012U'x1375' nails into cop bottom chord and (4) base truss top chord Trulox plates may be staggered 4' oc Front to back faces APA Rated Gusset 8"x8'x7/16' (min) APA rated sheathing gussets eoch Face) Attach 13 8' oc with (8) 6d common 0.113',.2') nails per gusset, (4) in cop bottom chord and (4) In base truss top chord Gussets may be Stoggered 4' o.c Front to bacl< faces 2x4 Verllcul Scabs 2 4 SPE n2, fort chord depth scabs (each race) Attach Ca 8' oc with (6) 10d box Wads (0128'•3') pur scob, (3) in cup bottom chord and (3) in base truss lop chord Scabs may be staggered 4' oc front to back rotes 28PB Wave P 29yii Plate llnc• 28PB wive piggybacl• pia Le to each Face 8' o c A I.tach Lee th Lo piggyback a t Lime of f abnca Lion A L loch to suppor Ling tr uss wi th J 0120".1 375' nails per Face per ply Piggyback plates may be staggered 4' oc Front to Iiacl< aces SPiUNG . 24.0w REP PIGGYBACK DATE 2114112 DRWG PBIGOIO0212 72' s GE4 r" I--- 12' 4'- I li i TRUSSWOOD Roof & Floor Trusses 3620 Bobbi Lane P.O. Box 5366 Titusville, FL 32783-5366 Of F i ce : (321) 383 -0366 Fox:(321) 383-0362 E-Moil:GENERRLUTRUSSW000.NET WWW:WWW.TRUSSWOOD.NET CUSTOMER: MCBC JOB NAME: Monster House DATE: 8/21/2013 JOB NO.: 1952B MODEL: BUILDERS WRRNING* THIS LAYOUT IS FOR PLACEMENT OF ENGINEERED COMPONENTS. r FOR ERECTION AND INSTALLATION TEMPORARY AND PERMANENT) FOLLOW INSTRUCTIONS ON BCSI-B1 SUMMARY SHEETS AND FINAL ENGINEERING SHEETS FOR EACH TRUSS. s SEE FINAL ENGINEERING SHEETS FOR NUMBER OF GIRDER PLIES, CONNECTIONS, WEB CONFIGURATIONS, BRACING, TRUSS SPACING AND REACTIONS. ALTERATIONS RND/OR REPAIRS TO TRUSSES MUST BE APPROVED IN ADVANCE BY OUR ENGINEERING DEPARTMENT. BRCKCHRRGES WILL NOT BE ACCEPTED" UNLESS OUR ENGINEERING DEPARTMENT APPROVES THEM:IN RDVRNCE. ALL PLANS ARE NOT TO SCALE. DO NOT SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE CALL THE OFFICE TO GET THE DIMENSION. PERMIT PAS -!G m U U m U U U U U i 23 8 — f t ji 1 LORDING: 20-07-ID-RSCE7-10 (CLOSED) j WIND SPEED: 135 MPH (EXPOSURE "B") SPACING: 2' DRRBY: CHRO PI PITCH: 6/12 & 3/12 OVERHRNG: CRNT.: f** BEARING SIZE(s):: 7 3 4" 712 r SOURRERREF'T. 3 c WALL HEIGHT(s): 10- 112: lis ® PIA Ott lk m J SEMINOLE COUNTY FLoKIons NATUKAL CHOICE s 6*d. 401V e 1 FFE 38.66 N-I LOT GRADING TYPE A PROTECTIVE REAR SLOPE 2% MIN. T"IMvLE COUNTYPLANSEXAMINER 1. The minimum finish floor elevation of any structure shall not be less than sixteen (16) inches above the lowest crown of that portion of the adjacent street, road, or right-of- way upon which the structure fronts. Y 2. The finish floor to be a minimum of eight (8) inches above the highest contour that abuts the building 3. All lots must be graded in accordance with the approved subdivision grading plan. 4. Additions and pools may not impede the drainage pattern, swales may need to be added or regarded to provide positive drainage. 5. Side swales must be on -each lot and shall be constructed to divert run-off water w around any structure and so as to not adversely impact adjacent property owners. 6. Swales and final grading must be completed prior to final inspections. 7. All slopes shown are a minimum and may be increased if required by Planning & Development. rir/b s.o Q,1A Uln.A M k-W W. _ /..... (sdrS r 10 SIMINOLE COUNTY I-tOWA s N aTu i 0K)ic.i Product Approval Form BUILDING DIVISION Address V'e-e1< Permit # 13' Product approval information can be obtained at the following sources: http://www.floridabuilding.org, http://www.miamidade.gov/buildinqcode OR directly from the manufacturer. J The following information must be available on the jobsite for inspections: 1. This entire product approval form, stamped as "Reviewed" by Seminole County Plans Examiner. 2. A copy of the manufacturer's installation details and requirements for each product. TYPE Fill in blank for others) SWINGING MANUFACTURER MODEL # / SERIES FLORIDA APPROVAL # INCLUDE DECIMAL) IF APPLICABLE MIAMI / DADE N.O.A. 66 SLIDING l7LJ B iis% L /d. a is OVERHEAD SINGLE HUNG WINDOWS DOUBLE HUNG 0 ' IS 6301 Q HORIZONTAL SLIDING CASEMENT r]fio>{ d f,G,y 1 L (j FIXED U l/,4/ L cl! s SKYLIGHT MULLION w ALUMINUM VINYL SHINGLESla-wit ROOFING 66a FL METAL TILE SINGLE PLY OTHER COMPONENTS-. SIDING Lumber, Yvayfentu DEC 11201 SEMINOLE COUNTY 1101 EAST FIRST STREET SANFORD FL 32771-1468 PHONE (407) 665-7050 FAX (407) 665-7486