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2662 Princeton Ave - BR07-000133 -SFR (A) REVISION24l02. wo I- jF.., IIa 1 3 1, 1 r, CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR SUBDIVISION PERMIT # Wb I MviO DATE o Z,O O to PFRMTT npQf RTPTTnhj M 014 A SI F PERMIT VALUATION . O O to SQUARE FOOTAGE cit vkS 0 ,J 12 n MISCELLANEOUS CONTRACTOR C7 PERMIT NUMBER FEE tTj MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE r.. CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 8/31/07 Parcel Number . . . . . 06.20.31.503-1300-001A Property Address . . . 2662 PRINCETON AVE SANFORD FL 32773 Subdivision Name Legal Description Property Zoning . Owner . . . . Contractor . . SINGLE FAMILY JKK LAND HOLDINGS LLC B SCHUMAKER CONSTRUCTION LLC 407 416-3193 Application number 07-00000133 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . CONCRETE BLK WITH FRM EXT Occupancy type . . . . SINGLE FAMILY Flood Zone . . . . . . NONE Approved . . . . . . . uildiHq Officia VOID UNLESS SIGNED BY BUILDING OFFICIAL e- In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. f%Jdretlli,4 G G Cr Abee-rrye. sANNORn PERMIT APPLICATION Permit # : ©/ Date: Job Address Description of Work: ^/ ly-81A, s'%nq%e /J9/ y Total Square Footage lifistoric District: / Zoning: S'/Q^ Value of Work: S 420• Ud Opr; Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 21- Plumbing Repair — Residential or Commercial Occupancy Type: Residential JL Commercial Industrial Construction Type: Hof Stories: _/__ # of Dwelling Units: Z_ Flood "Zone: " (FENfA form required ) Owners Name & Address: ^ L,a a//L 0 f.v S v` r Contractor Name & Address Phone & Fax: Bonding Company: Address: Mortgage Lender: Phone: welot' State License Number: t7C 3 W 7 Q r- Contact Person: /'41 —Phone:_71 EuI-_ _ t/017- 1(o& Sa'J _ Address: Architect/Engineer. C9 6 '/` t L' Phone: y— nt Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I-IEATERS, •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 IMPROVEMENTSTo YOUR PROPERTY. IF YOU INTEND TO 013TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A• fTORNEY 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 no ' the owner of the property of the requirements of Florida Lien Law, FS 713 s4, APPROVALS: ZONING S S UTIL: 2 S S 'D: ID S' • Signature Date Signature of Contractor/Agent Date Print ® caner/Agrn)t's Nam Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of otary-S 5 • .. • GppAkmlSSrp fq DEBBIEBLANTON6 OJ MY COMMISSION # DD 1138491 l run PIREg Fe rua Owne / Personally Knowrim i' I ir Contractor/Agent I:rl'7r wr4 o I ie or= P FL Notary Discount Assoc. co. Produced Special Conditions: Rev 03/2006 rupACT FEES wSD QPdl 13 26 95 44 7oa] 09 tamonte Surveying and Platting 435 Douglas A%,cnUC Suite 1505-F Altamonte Springs, Fl 32714 Phone 407-862-7555 Fax /407-862-6229 Certification of Elevation July7, 2007 City of Sanford Building Division Post Office Box 1788 Sanford, Fl 32772-1788 Re: Parcel Id: 06-20-31-507-0000-0050, LOT 5 PRINCETON PLACE PB 71 PG 46 To Whom It May Concern: The finished floor elevation of the structure located at 2668 Princeton Place, Sanford, Florida ( Lot 5, Princeton Place, Plat Book 71, Page 46, Seminole County, Florida) is 1.24' above the crown of road. Please refer to City of Sanford Code, Article 1, sec. 18-4. Sincerel W. oIro President LS#4458 for the firm: Altamonte Surveying and Platting, Inc. 1,381• + 267• + 480• + 003............. 2028• * i 1f381• x 40• _ 559240- 480 • x 20• _ 9,600- 267• x 18• _ 49806- 55,240• + 9t600• + 49806• + 003............. 699646• * 29128- 2• x 0.01 = f— f / 10.64 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75172 DATE: BUILDING PERMIT NUMBER: O %-J 3 3 (CITY) COUNTY NUMBER: UNIT AIIIIRESS: o G-6$ Hk-<'C_r0H V NV. , -5f-'tj' eD L TRAFFIC ZONE: JURISDICTION: 06 CITY OF SANFORD SEC: TWP: RNG: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: :5-K LaM i a4Or JGS ADDRESS: V-0, APPLICANT NAME: ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,143.00 STATEMENT RECEIVED BY: cFl vAIAKEIZ_ SIGNATURE: --- PLEASE PRINT NAME) DATE: -C. - u NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD. REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. 4 9 1 a 0, Jc..x ) THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION Permit #: n & — 13 3 Job Address: Date: Description of work: Complete Air Conditioning /Heat /Duc twook i vv Historic District: a Zoning: Value of Work: S Loz 3 2 Permit Type: Building Electrical Mechanical X Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service —# of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential _X Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial, # of Fixtures # of Water & Sewer Lines # ofGas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential X Commercial Industrial Total Square Footage: 11300 Construction Type: / # of Stories: # of DweiQng Units: Flood Zone: (FEMA form required for other than X) Parcel #: I ( Attach Proof of Ownership & Legal Description) Owners Name & Address: kxL CeQ u S-1-- Phone: yU % .J77 1 % 3Contractor Name & Address: Air Flow Dpsi gns P.O. Box 180303 Casselberry FL 32718 State License Number: CAC1814423 Phone & Fax: 407-831-2893 Contact Person: Cheryl or Rhonda phone: 407-831-3600 Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for'ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoinginformation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is veriftention that I will notify the owner of the property of the requiremcnts o ' a Lien Law S 713. 0-07 Signature of Owner/Agent Date Signu re o ont ctor/Agent Date Print Owner/ Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: tint C tractor/Agent's Signatureof Notary -State of Flo ' (FN(fa L Thou cmn 2 r, cea,lonl: DIEsh7fl E''' a {4arrett zeea. Contractor/Agent is _ Perso o.to, le or Produced ID Initial & Date) Utilities: FD: Initial & Date) ( Initial & Date) w?o5 4,c- Nov 17 eUUb U: 3UHM HH LHSLRJt I t-HX permit a: c) I tb Address: ascription of Work: _ listoric District. CrIX OFSANFORD PERMIT APPLICATION 133 Date: t i j 7 t r V Ht b C Total Square Footage Zoaiag Value of Work_ S ratit Type: Building . Electrical lectrical: New Service - 9 ofAMPS lechaoied: Residertial Non -Residential Mechanical Phunbing —X— Fire Sprinkler/Alarm Pool Ad"on/Alteration Change of Service Temporary role Replacwwnt New (Dud Layout & Ea«gy Calc. Required) lusnbing/ New CommmercW: N of Fixtures R of Water & Salver Lines li of Gas Lines lambing/New RrsidentW: N of Water Closets 2 Piontbiog Repair - Residential or Commercial _ ecupaocy Type: Residential _), Commercial Industrial - oastructias Type: I_ It of Stories: q of Dwelling Units: Flood Zone: (FEMA forty required ) OwpersName &Addreo: t r1 0. 1T6`A L\ln \-\- l Phoac: ontrsdor Nam &Address. L. t hS Lto T1 F ma b \oa tVt 1 •s -& N%my eF L3 429 Slate License Nuarber: CT=L 1 `t 2 (oq 4(P bone & Far. 07 - K4 -1 S'4 07 V7 5767 coemct Person: A% I-C k Phouc: 401- $4 7 -13 coding Cosepaoy: drew: lortgagc Lender: ddress: rchitect/ Enginerr: Advar Phone: Fax: pplication is haeby made to obtain a permit to do the work and installntiogs as indicated. 1 aca4 that no work or installation has coaancaccd prior to the suance of a patnit sod That all work will be poforraW to aueet stoadards of all laws regulating construction is this jtuisdiction. ( understand thal a separate ermit suet be accrued for ELECTRICAL WORK. PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and IR CONDITIONEIM, rAc. WNER'$ ) AVCf: (certify that Be of theforegoiag iafbrm3dm is accurate and that all work will be done in compliance with all applicabk laws reg mstructiaa and Zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCWENT MA Y RESULT M YOUR PA UIM POR INIPROVEWNTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI TI YOUR LENDER OR AN TTOItiJEY BEFORE RBCORDING YOUR NOTICE OF COMMENCEMENT. In addition to the rNuitattertts ofthis permit, there may be additional.restrict ms applicable to this property that maybe found in dw public records us county, and daremay be additional permits required fi eraother govcrnmattsl catides such as water mar--4 attar districts. state agencies, or federal agraw cceptmwe of perratis vrxifieatiao that I will notify, the owner of the property of the of Florida Lica Law, t•'S I t 3. 11nOo SigarowrcofOwmalAgctar Date igttauwe of ContractodAgent bat S u1'4W'0.GSfP'. Print owncdAgcht's Name Print Contractorn5'sNM111TIT4; Styarcomoorry-smw of h7orida Late Si a of N gfattarscar\ tl ti az k Ffiq Off' Jary166N OwraodAgad is _ Personally Known to tvk or Ptndaoed ID con cis O .' - wn Prodw ed f ^ O PPROVALS: ZONING: UTIL:• FD: pecial Conditions: +t CV 43r2006 , Lot 2 Block 13 Lot 3 Block 13 Lot 6 Block 13 Sketch of DescTtptton of LOT 4, BLOCK 13, LESS THE NORTH 35.00 FEET THEREOF, A. B. RUSSELL' S ADD FT. REED, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK i, PAGE 97, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1 25' 1 25' Legend 0 - Recovered 4'x4' Concrete Monument. This Survey Certified To: Set 4'x4' Concrete Monument oL86300 e - Recovered 3/8' Iron Rod VKS1653 Recovered X Cut in concrete 0 - Recovered 5/8' Iron Rod not Set 112' Iron Rod aLB6300 colonial Bank, N.A. 0-• Light Pole as shown Attorneys' Title Insurance Fund, Inc 6'Wood Fence —x—-4'Chaln link fence Fence as Shown A -Central Angle L-Arc R-Radius R/W-Right of HayEl -Concrete slab A/C -Air Conditioner (R)-Radial (NR)-Non-Radial Bearings are based on theP)-Plat (M)-Measured (0-Calculated (0)-Deed North line of Block t3 POB-Point of Beginning POC-Point of Commencement as being So9'26'46'E. assumed SCALE: 1'= 30' POL-Point On Line Not vdllm without the slgnatur and a originalglndl ralse4 seal or a Flarl a Ilce seas eyor ana REVIEWED BY: MWS This survey Is certified to and prepared for the Legal Description furnisnetl by T. Aemltlons a 4 eleu s m rvey .aps, sole and exclusive benefit of the entitles and/ client (unless otherwise noted) sketches or report other than a signing party or Dartl s I o mint 4 wl out written DRAWN BY: SAW or Individuals listed and Shall not be relied on consent or th si In par or rtles. by any other entity or individual whomsoever. This Is to certify that I DATE: December 14, 2005 Underground foundations and/or Improvements were have reviewed the Flood Insurance Rating Map (FIRM), not located as a part of this survey. Papal Number 120294 0045 E. Michael M. 5 e JOB NO.: 208N. 3 Dated 4/17/95 and determined For the Fir. or i a.onte surveying and Platting. Inc. L8630tl Revised: Lands shown hereon were not abstracted for rights of ways and/or easements of public records. that the lands shown hereon Iles In Flood Zone 'x'. pdiiM®Q]Ti[E NEMET0[DIE MID TEAU' "0RUM omrEo 435 Douglas Avenue, Suite 1505 F Phone (407) 862-7555 Altamonte Springs, Florida 32714 Fax 1 407) 862-5229 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAvio JoHN6om. CFA, ASA2.0E 1 .O_ PROPERTY I2.A 1.A 1.0 APPRAMER 0 I SEMINOLE COUNTY FL. 3,0_ 13 4.0 12 1.A d cI 1101 E. FIRST ST 5A 1 BAN FORD. FL 32771-146a 5.A407-665-7506 5.6 5. 0 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 06- 20-31-503-1300-0040 Number of Buildings: 0 Owner: JKK LAND HOLDINGS LLC Depreciated Bldg Value: $0 Mailing Address: PO BOX 1267 Depreciated EXFT Value: $0 City,State,ZipCode: WINTER PARK FL 32790 Land Value (Market): $15,288 Property Address: PRINCETON AVE Land Value Ag: $0 Subdivision Name: RUSSELLS ADD FORT REED Just/Market Value: $15,288 Tax District: S1- SANFORD Assessed Value (SOH): $15,288 Exemptions: Exempt Value: $ 0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $15,288 Tax Estimator 2005 VALUE SUMMARY SALES 2005 TaxBill Amount: Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 05/ 2006 06268 0437 $148,500 Vacant No 2005 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units PriceValueFRONTFOOT & S 70 FT OF O T 4 6RUSSELLS70 105 .000 325. 00 DEPTH 15,288 ADDFORT REED PBr1 PG 97 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.oro,/ pls/web/re_web.seminole county_ title?PARCEL=06203150313000... 7/ 13/2006 Division of Corporations Pagel of 2 J Florida Limited Liability JKK LAND HOLDINGS, LLC PRINCIPAL ADDRESS PO BOX 1267 WINTER PARK FL 32790 MAILING ADDRESS PO BOX 1267 WINTER PARK FL 32790 Document Number FEI Number Date Filed L06000025005 NONE 03/08/2006 State Status Effective Date FL ACTIVE 03/06/2006 Total Contribution 0.00 T 1 xeizisterea Aizent I Name & Address 11BREWER, KURT FORREST ESQ. 2300 CURRY FORD ROAD ORLANDO FL 32806 Manaiaer/Member Detail Name & Address Title HUGGINS, JOSEPH KIRT PO BOX 1267 MGR,M WINTER PARK FL 32790 Annual Reports Report Year Filed Date Previous Filing Return to List Next Filing http://www. sunbiz.org/scripts/cordet.exe?a 1=DETFIL&n 1=LO6000025005 &n2=NAMFW... 7/ 13/2006 Division of Corporations Page 2 of 2 No Events No Name History Information Document Images Listed below are the images available for this filing. 03/OS/2006 -- Florida Limited Liability THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT C CorapoEahRAI S. II OFIEr 4Co"r'poraho nsT Heylp{' 3 _ rr• • is http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&n l=L06000025005&n2=NAMFW... 7/13/2006 CITY OF SANFORD PERNII'1' APPLICATION Permit # : — v. fob Address: Description of Work: Historic District: Zoning: Date: • ' {O Total Square Footage Value of %York: S Permit Type: Building Electrical Mechanical Plumbing __ Fire Sprinkler/Alartu fool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines _ # of Gas Lines Plumhing/New Residential: # of Water CloseLs Plumbing Repair — Residential or Commercial _ Dccupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood "Lone: (FEMA form required ) Jwners Name & Address: contractor Name & Address: if L- State License Number: hone & Fai: 3onding Company: ddress: Mortgage Lender: ddress: rchilecUEngineer ddress: Contact Person: Phone: FaK: Phone: Lpplication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the ssuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate Permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. WNER'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 onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTSTO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITIi YOUR LENDER OR AN TPORNEY BEFORE RECORDING YOUR NOTICE OF COMMI NCF.MEN'I-. JOTICE: 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 his county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. cceptance of permit is verification that I will notify the owner of the property of the rey Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID LPPROVAL. S: ZONING: peeial Conditions: cv 0312006 UI' IL: FD: t ine rents of Florida l.icn La S 71 Si attire of Co gent Date a // P- r Print ntra tor/ nt'Way Signature of Notary -State of Florida Date DEBBIE BLANTON MY COMMISSION # DD 18W1 SEXPIRE S: February 25. 2007 Conctoente° RY—FLtery Oi4crA'P I r r c ENG: 13LDO: HIIS INSTRUMENT PREPARED BY: C' s''hNAME ADDR. d rr/-2'-1) Permit No. MARYANNE NORSEs CLERK OF CIRCUIT COURT SkMINULE CUINVTY BK 06411 Pgs 0085 - 86I (2pgs) CLERK'S # 20061758 57 RECUHDED 11/06/2006 11105156 AN RECURDING FEES 1& 50 RECUHDED BY t holden Tax Folio No.06-20-31-507-0000-0050 NOTICE OF COMMENCEMENT ir -- CERTIFIED COPY 713.13 F.S. MARYA E For use with real property improvements in excess of $2,500.00) CLERK OF CIR, ; "'RT SEMINO 1 A T i H ia State of Florida DEP County of Seminole CLERF NOV 2006 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. 1. Description of property: Lot 5 Princeton Place, according to the plat thereof recorded in Plat Book 71, Page 46, . 2. General description of improvement: Construction of Single -Family Residence. 3. Owner information: a. Name and address: JKK Land Holdings, LLC, PO Box 1267, Winter Park, FL 32790. b. interest in property: Fee Simple. c. Name and address of fee simple titleholder (if other than Owner): N/A. 4. Contractor: B. Schumaker Construction, LLC, 202 Briarcliff Dr., Longwood, FL 32779. a. Phone number: 110 7 -• q 16 -- 5193 b. Fax number: 5. Surety a. Name and address: N/A. b. Phone number: optional, if service by fax is acceptable). c. Fax number: (optional, if service by fax is acceptable). d. Amount of bond: $ 6. Lender: Colonial Bank N.A., C/O Construction Loan Administration, 201 E Pine Street, Orlando, FL 32801. a. Phone number: 407-648-2265. b. Fax number: N/A (optional, if service by fax is acceptable). 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: jc)seph j4t)191n5 p-O' DUX /2 67 W//1 Fr %Ar FZ a. Phone number: V-0 -7 - q1,6 5 8 2- 6' b. Fax number: 3 % 0 - 9 51 Q (optional, if service by fax is acceptable). 8. In addition to himself or herself, Owner designates provided in Section 713.13(1)(b), Florida Statutes. a. Phone number: b. Fax number: acceptable). of to receive a copy of the Lienor's Notice as optional, if service by fax is 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) J KK LAND HOLD GS, LLC By: Ali J eph Kirt Hug- i s, Managing Member State of Florida County of Seminole f Sworn to (or affirmed) and subscribed before me this '0 day of November, 2006„ by Joseph Kirt Huggins, as managing memb.gr iion bSTIalf of JKK Land Holdings, LLC, who is personally known to me or who provided -4 1. as identification . Printed Name: INDA M. MCKINLE DE14otary Public State CQloria", k I - CLCRJ, rFlo \ J,41_ " City of Sanford, Florida P. O. Box 1788 •32772-1788 407) 330-5673 • (407) 330-5679fax OIAT 0 Department of Planning and Development Services Russ L. Gibson, AICP, Director June 14, 2006 Mr. Brian Shumaker Brian Shumaker Construction 202 Briarcliff Road Longwood, Fl. 32779 Re: Building Permits for Princton Place Subdivision Dear Mr. Shumaker, During review of the building permit applications referenced above it was discovered that our records show the parcel of land bordered by Poinsetta Avenue, Wylly Avenue, Mattie Street and Princeton Avenue as one parcel with a zoning of SR-1; Single Family Residential. There is nothing on file to indicate this parcel was properly subdivided. City regulations do not allow building permits to be issued for lots that were improperly or illegally created. If our records are in error, please provide a copy of the approved plat and we will continue the building permit review process. If you have any questions concerning the above please contact this office. Sincerely, Larry R ertson Development Services Manager ROBERTSL(,ci.sanford.fl.us CC: Eileen Hinson, Sr. Planner The Friendly City" 4 Seminole County Property Appraiser Get Information by Parcel Number Paoc I ()I` I WYLLY AVE 1.0 PROPERTY APPRAISER 1.0 SEMINOLE COUNTY FL. - 0 } 1101 E. FIRST sT SANFORD.FL32771.1466 r 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 06-20-31-507-0000-0050 Number of Buildings: 0 Owner: JKK LAND HOLDINGS LLC Depreciated Bldg Value: $0 Mailing Address: PO BOX 1267 Depreciated EXFT Value: $0 City,State,ZipCode: WINTER PARK FL 32790 Land Value (Market): $21,462 Property Address: Land Value Ag: $0 Subdivision Name: PRINCETON PLACE Just/Market Value: $21,462 Tax District: S1-SANFORD Assessed Value (SOH): $21,462 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $21,462 Tax Estimator 2006 VALUE SUMMARY SALES 2006 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp Qualified 2006 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Pick... Method Units Price Value PLATS: FRONT FOOT & 70 105 .000 365.00 $21,462 LOT 5 PRINCETON PLACE PB 71 PG 46 DEPTH NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. http://www.scpafl.org/web/re web.seminole county title?PARCEL=06203150700000050... 4/19/2007 DESIGN CRITERIA: _ 1. ENGINEERING MEETS OR EXCEEDS FBC 2004, ASCE 7-02 SECTION R301 OF FBC 2004. 110 MPH BASIC WIND SPEED. GENERAL NOTE: GARAGE SEPARATION PER R309. 2. WIND EXPOSURE CATEGORY B. 3. WIND IMPORTANCE FACTOR: 1.0 <35' BLDG HT 1.05 35'-39' BLDG HT 1.09 40'-44' BLDG HT 4. FULLY ENCLOSED INTERNAL PRESSURE COEFFICIENT=+-,18. WINDOWS, DOORS AND CLADDING ARE TO BE DESIGNED TO MEET OR EXCEED RESISTANCE OF A WIND PRESSURE = + 22.6 and - 28.0 PSF UNLESS NOTED OTHERWISE. 5. FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF 6. REINFORCEMENT BARS ARE TO BE #5 BAR GRACE 40 LINO. 7. ALL STRUCTURAL WOOD FRAME MEMBERS ARE TO BE NO. 2 UNLESS NOTED OTHERWISE. ALL EXTERIOR FRAME WALLS ARE STRUCTURAL SHEAR WALLS AND ARE TO BE SHEATHED PER DETAIL WT. DESIGN CRITERIA: 1. PRE-ENGINEERED ROOF TRUSSES SHALL BE DESIGNED FOR ROOF TOP EQUIPMENT LOADS, IF ANY. WIND LOAD AS PER JURISDICTION AND STANDARD BUILDING CODE AND THE GRAVITY LOADS LISTED BELOW (UNLESS NOTED OTHERWISE) RR ' DEEAD LOAD, PSF gLIVE LOAD, PSF STAIRS i8EP48 GLAZING NOTES: ALL GLAZING AT HAZARDOUS LOCATIONS BATH LOCATIONS, WINDOW SILLS BELOW 20" A-F.F.) SHALL BE TEMPERED GENERAL NOTES: C1WITHALLREQUIREMENTSOF THE BUILDINTHISAUTHORITIES HAICONFORMANCEJURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE COHDECSOAND REE7GULATIIONS. R Cp T p q g p g 2. JOBESITESTPRIORTOCOMMENCINGWORK. COItJTRACTORISHALLIREPORTALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK. 3. C NTRACTOR HALL SUPPLY LOCATE AND BUILD INTO THE WORK ALL INSERTSANCHRSANGLESPLATES. OPENINGS SLEEVES, HANGERS, SLAB DEPRESSIONSANDPITCHESASMAYBEREQUIREbTOATTACHANDACCOMMODATE OTHER WORK. 4. ARCHITE OTCAND MAR&Te&?SED OR REPRODUCEDWITHEXPRESSEDWRITTENCONSENTOF THE ARCHITECT. 5. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 6. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 2500 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK. 7. THE OWNER WILL PROVIDE CONTRACTOR WITH A SOIL'S INVESTIGATION REPORT LOCOMPACTIONSPIECIFIEREQUIREMENTSINTHESOILSREPORTSHALLPREPARATION AND UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTSARESPECIFIED. SOILS EXPLORATION INFORMATION MAADE IAVAIILABLE OTO THE CONTIRACTOR. 8. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. FRAMING: 1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI AOPTLON IMTL FRAMINGSATINTERIORNS FOR WOOD CONSTRUCTION. 2. ALL STRUCTURAL WOOD MEMBERS SHALL BE NO. 2 S.P. STUDS AND HAVE A MINIMUM EXTREME FIBER STRESS IN BENDING (FB) = 1200 PSI AND MODULUS OF ELASTICITY OF 1,600,000. 3. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED: A. STRUCTURAL LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 4" WIDE - NO. 2 OR BETTER. B. STUDS SIZE 2" TO 4" THICK X 2" TO 6" WIDE -STUD GRADE. C. S 2 C BRALEOISTSAND PLANKS SIZE 2" TO 4" THICK X AND WIDER - ETTR D. LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 6" WIDE -STANDARD OR BETTER. 4. NOT USED 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. 6. FOR EACH APPLICATIOPROVIDEAISTENINGSUBJEICTTO MOISTURE SHALLBE AND SUITEDDIP GALVANIZED TO ASTM A-153-80. 7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. B. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 9. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION TPI DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND AITC 100. 10. ALL TR JS ES SHALL BE DESIGNED AND CERTIFIED BY TRUSS MANUFACTURER'S REGISTERED ENGINEER. 11. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFACTURER TO ENSURE ADEQUATE BEARING IS PROVIDED AT END REACTIONS OF ALL GIRDER TRUSSES. 12. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH AN ENGINEER' S SEAL FOR REVIEW BY THE ARCHITECT. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR 13.STRUSS ENGINEERING TO INCLUDE ALL REACTIONS FOR GRAVITY, UPLIFT OF MOHMECNpTryO7N EACpH TRUSSLDESIGGNN. g C g Lq 14.SHOWINGSIZECSHAPEANDLAYOUTPRIORITOSISBMITTALFONREVIEWBYATHIEGSARCHITECT ANDBEFOREFABRICATIONHASBEGUN. 15. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION TO COMPLY W ITH TPIBWT - 76 8 HIB - 91. 16. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. CLIPS OgR7ANCHORS TO BEAPPROVEDBgY ARCHITECT. g gELp 17. A SMOOTHUNBROKENINTEIRIORWALILSURFACEFROMFLOORTOCEpILINGPROVIDE18.BE DESIGNED I TO ACT COMPONENTSS A SHEARDIAPHRAGMADEQUATEBRACINGSHIAL D, SHALL ALSO BE PROVIDED BETWEEN TRUSSES FOR THE DIAPHRAGM ACTION. 19. CONTRACTOR RESPONSIBLE FOR THE PERMANENT BRACING AND ATTACHMENT OF ENGINEERED TRUSS TO THEIR SUPPORTING ASSEMBLIES. 20.ASSEMBLIES OTROOF/ FLOOR SUPPORTS TO PERMANENT FOUNDATIONS. ROOFCONCRETE: 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT DAYNGRADE PEMAIREMAINING 30000 PSI 2. ALLCONCRETESLABSON GRADE SHALL BE THICKNESS AS INDICATED ON THE DRAWINGS OVER MINIMUM 6 MIL. POLYETHYLENE VAPOR BARRIOR. SUCH SLABS SHALL BE REINFORCED WITH 6X610/10 WWM LAPPED 8" AT EDGES AND ENDS, IN CONFORMANCE WITH ASTM- 185. 3. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCK AND FREE OF DEBRIS AND o OTHER DELETERIOUS MATERIAL. FILLSHALL BE COMPACTED TO ASTMSD1557j, AT LEAST 95% OFSTANDARDPROCTORMAXIMUMDRYDENSITY4. FOOTINGS SHALL BEAR UPON UNDISTURBED SOLID SOIL OR UPON SOIL DRY DENSITYTO A STM Dr151TM OF FOR ADEPTH OF AOTFLEASTDTHTHREE FEET03 )MAXIMUM BELOWTHEBOTTOM OF THEFOOTING5. WHERE SHOWN CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT OR PEA GRAVEL CONCRETEWITHMINIMUMCOMPRESSIVESTRENGTHOF3000PSIAT28 DAYS. 6. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 DEFORMED NEW BILLET STEEL CONFORMING TO ACI 301, ACI-315, AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. pp E p 7 FOOTINGS[ BEAAMS VERTICAL NDCOLUMNSSHALLBELAPSIPLICEDIAMINIMUMINOF48BARDIAMETERS. 8. THEFOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: W - CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" - CONCRETE EXPOSED TO EARTH OR WEATHER, #6 OR LARGER. 1-12" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BAR AND SMALLER. 1-12" CONCRETE NOT EXPOSEDTO WEATHER OR CONTACT WITH STCIRpRCUPSRAND SPIIRALRINEBEAMS AND CEOOLUpMNS 3/4 WITH EARTH FOR SLABS WDALLS AND JOISTS #1N CARTACT AND SMALLER. B9. HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT V-0"AROUND C/RNERSOR CORNER BARS WITH 2'-0" LAPSHALLBEPROVIDED. 10. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. N CESSARY TO SUPPORT REINFORCING STEEL. I 11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILD[ G CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 315 LATEST EDITI N. UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 12. ALL CONCRETE WORK SHALL BE INACCORDANCEWITH 'THE BUILD G CODE SPECIE CATIONS FOR STRUOCT URAL CONCRETEAF ORIBUILDINGS ACINiAND13. GENERAL CONTRACTORSHALLCHECK ARCHITECTURAL. MECHANIC L. AND 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SPECIFIED STRENISTH A PROPER PLACING OF ALL CONCRETE AND POSITIONING OF ALL REINFOR G STEEL.o C L E p gGG gg LL gpEC E 15.STIR NGTFLSHALL BE REPLACED ALONG WITHDTHERIAFFECTTEDWORKATNOADDITIONALCOST. 16. NOT USEDMASONRY: 1. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD-BEARIN CONCRETE MASONRY UNITS. TYPE I RADE N- 1 NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI (F'M = 1350 PSI). 2. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. STEEL CONSTRUCTION: 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. USING E-70XX ELECTRODES. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. 4. REQUIREMENTS OF ASTM A36, UNLESS NOTED OTHERWISE M TO THE5. SHOP PAINTALL STRUCTURAL STEEL WITH ONE COAT OF RUSTOLEUM WITH MIN.2 MIL DRY THICKNESS OMISSIONS AND REPAIRS: USE: 518" DIA. EXP. BOLTS X 4" RH TO BE USED IN PLACE OF OMITTEDA.B. WHERE DOWELS ARE MISSED, DRILL 314"X 5" DEEPMIN. HOLE & GROUT W/"SIMPSON" ET17 EPDXY WHERE TRUSS ANCHORS ARE MISSING, USE-SIMPSON MTS12" CONNECTORSW/(3) 3116" DIA. X 2 114" MIN. TAPCONS UPLIFT LOAD < 1000LBS) DOWEL LOCATION MAYBE 1 CELL OFF FROM AREAS SHOWN ON PLANS CMU MAY OVERHANG 314" OVER SLAB I-- Revisions No. Desc. Date NOTE TO CONTRACTOR: SCALE OF DRAWINGS SHALL BE AS FOLLOWS: 1. MEDIA SIZE 11X17 SCALE AS INDICATED 2. MEDIA SIZE 24X36 SCALE: 1/4"= 1'-0" OFFICE ERMIT # 07-133 PLANS REVIEWED CITY, OF SANFORD U C O 0 cV p Y MX Coco Co n . CdC O Q) E mV0004 aLLNN ` CDN L U O C7 cp E cl^ 0 InMO0, 10 nI* V L 0 N w r% O n' 0- J F U w J zW w 710000, Wrnl3 w mF_ Vi W W Q w U w J a w z W z 0 w w j w u 0- z a- IIIQf rn c) a U) w COVER PAGE o z u A1000 J a Scale 1 / 8" = V-0" ENGINEER. MICHAEL THOMPSON. P.E. FL. LICENSE 47509 PO B 580937 Orland , lorida 32858 7) 497-0566 4: 35:26 PM LEGAL DESCRIPTION: LOT 4, BLOCK 13, LESS THE NORTH 35.00 FEET THEREOF, A.B. RUSSELL'S ADD FT. REED, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 97, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 589°38'41" 105.00' 11Z I; OUSEH O WCD O_ N I Cq I Ir I l L S89°47'35"W 105.00' SITE 1" = I I' PAVEREQ S.W. Of `e J O Ffl O_ Revisions No. Desc. Date pLAP15 REVIEWED CITY Of SANFORD 1 cvoIo.J UC a; cNL x @ n c corn 0) U U C) N fl ILL N N N lO UUOOM(O0ETC 5UU") (4 O C) UnIT`7L a Q U SITE PLAN A101 Scale 1" = 20'-0" ENGINEER. MICHAEL THOMPSON, P.E. FL. LICENSE 47509 PO Box 580937 Orlando todda 32858 i1497-0566 1\\--V to 11/21)/2006 4:35:27 PM SS_R E 0 i R 1 I en Bedroom 3 Great Room r vaurcTg 4 Revisions No. I Desc. Date 1 I FRAME TO CMU 111M 2006 2 VINE ARBOR PER IV= ZONING REO. TO 2006 CONNECT GAR. 3 LINTEL IV= SPECIFICATIONS 2006 Area Schedule (Gross Building) Name I Area LIVING 1381 SF PORCH 1267 SF GARAGE 1480 SF Comments 1 Overhead_Panel_Door_1126 16 - 0" 7' - U' 8RF14-1B/1T 2 2-BI FOLD 8' - 0" 8" 3 DR (HOLLOW CORE) 7 - 6' 6 Ir 4 DR (HOLLOW CORE) 7 - 8" 6 yt- 6 DR (HOLLOW CORE) 7 - 8" 6 8• 10 DR (HOLLOW CORE) 7 - 8' 6 18 DR (SOLID CORE) 7 - 8" 6 - 18-08/1T 19 DR (HOLLOW CORE) 7 - 8" 8" 21 DR (HOLLOW CORE) 7 - 4" 8" 22 DR (HOLLOW CORE) 7 - 4" 8" 28 FR DR T - 0" 8" 29 DR (HOLLOW CORE) 7 - 4" 8" 30 DR (HOLLOW CORE) 7 - 6 1-8- 32 Sliding-2 panel -no trim 6 - 0" 6 - 8" 8F16-0B/1 T 33 Sliding-2 panel -no trim 6 - 0" 6 - 8" 8F16-0B/1T Window Schedule Mark Family Wi Height I Commends 2 SINGLE HUNG 3 0" 5' - 0" 8F16.08/1T 3 SNGLE HUNG 3' - 0" 3' - 0" 8F16-0B/1T-t empered 4 SINGLE HUNG T - Cr S - 0" 81`16-013AT 8 SINGLE HUNG T - S - 0" 8F1&0 /1T 18 SINGLE HUNG T- 4'- 0" 8F78-0B/1T-t empered 19 SINGLE HUNG 7- T - 0" 8F16-0B/1T2 empered 20 ISINGLE HUNG 3' - 0" 5' - 0" 8F16-08/1T Ir x u \k ca, PLANS REVIEWED CITY OF SANFORD U C 7 > (7 7O •c r C C0 (C La L X a Cl. Cc cd Cc corn p ELLLNN ` u0E0 N Y u 1oW) moov M — CO qT 6 Z O C O N o LU a C o L U a Z S cal a 4 i FLOOR PLAN Y A103 Scale 1/8" = 1'-0" ENGINEER. MICHAELTHOMPSON, P.E FL. LICENSE 47509 PO Box 580937 Orlando, Florida 32858 7) 497-0566 1ST FLOOR PLAN 1 / 8" = 1'-0" 10: 24:00 AM 0 LOUVRED PANEL G' SMOOTH CEMENT BAND 12 6 r_,, 2X8 CEDAR RAFTER5 - W/ H2 CUPS AT BEAMS 2X8 CEDAR BEAMS W/ 112' BOLTS AND 112' NUTS EA. END ® 12GXGCEDARPOSTS I-I li III I ILI IIrl.11 111 1 11i:! 1 I I=1 I I=1 1=1 -El I E 1 a I 1 I= _- i n Front A Cr Cs•` .7 S A be v let Co JS c I bc., c cc• . a J k co fa t nor c c' etc. a OCC'APa'c- I — Revisions No. Desc. Date 1 FRAME TO CMU 111201 2006 2 VINE ARBOR PER 121051 ZONING REG. TO 2006 CONNECT OAR. DIMENSIONAL SHINGLE CYPRESS OR CEDAR LOUVERED SHUTTER W/ HINGE AND DOGG 9- cIIII IIII IIIlI 11111111111 11111 11111 11111 11111 11i11;, 'll-l'l-„-__ ODE11=III-III-III= I I-III-i I I -III -III --I 11=1 I I -I I I -I 11=1 I I -I i =1 11=1 11=1 I(=1 PLANS REVIEWED CITY OF SANFORD U & C i CL m F O •` 0) IL7CNb y ` M L X CuCU 0. OU 00(V 8 _ N CL LL- N N H pN a u00clcoVuE ! C h Cn q0qV) L C 6 Z 1. O uV o m u B g y a Z Q u Z ~ uLLJF a Z 8 Q a s i ELEVATION A Y A104 i Scale 1/4" = V-0" ENGINEER. MICHAELTHOMPSON• P.E. FL LICENSE 47509 PO Box 580937 Orlando. Florida 32858 40 97-0566 12 6 10:24.22 AM m Left A • 1/8" = 1'-0' I I I -I I I -I I I -I I I -I I I -I I a-'m 1ST FLR. BRG. V 1 ST FLR. „ III- `_-- Revisions No. Desc. Date 1 ST FLR. BRG 8 0. t.. ..•it , ,-. :k L.71"^!' _..L' . _ : K i's_:Tj.Q.•'7_.i!"i1 F I Iw z yid • ISo 1STT FL 17 SC IIIIIIIIIIIIIIIIIII IIIlilllllllllllllllllllllll IIIIIIIIIIIIIIIII III IIII IIIII III °8 '85 Rear 1/8" = 1'-0" ^ e II III -III III III III III III III III III Iil-III III III -III III _ I I —III—) I I—) I I—) I I —III —III —I I —III—III—III—III—III—III—III—III—I I I- Right A 1 ST FLR. BERG 1ST FLR. PLANS REVIEWED MD8 - CITY OF SANFORD C v NS IJ,• UC CL 90N C len cis Y (h _ aX cu mcdcoosE CCTV DON DNm U N2NU cl Up EOCr- r onp CuCu00-a n-' t"TL L 0 Z O NJ w 0 w m w Q W w U g w a w wZ z 0 W NW m U Z L U a z U) WELEVATION A o z a0 A105J Q Scale 1/8" = 1'-0" ENGINEER. MICHAEL THOMPSON, P.E. FL. LICENSE 47509 PO Box 580937 Orlando. Ponda 32858 497- 0566 k- j\ 11/ 2 2006 4:35:46 PM n Elevation 1- a n Elevation 2- a 1 Elevation 3- a 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" FLR. BRGG 8' 0" 1 ST FLRR0 * Section 1 1/ 8" = 1'-0" Section 2 1/ 8" = 1'-0" PLANS REVIEWED CITY OF SANFORD 1 t 15 o Revisions No. Desc. Date U Ca> r- t\ N N DO X Co 0) Co -00 n w E Cd •0 0 O p 0) U p O 04 (.,) a) 0- 04 N ` 0H- 6NIn U N0 pM<p@Ev r` rn0Lop00-0n"T"TL V a O U) ir NEW z7U) w0 w2O LLO L w N 0 w m 1: Lu u) Q w w U It w a wz O w w H wj W Ua ? a W Q U) c a BUILDING Cn o SECTION 0 a O 0 A106 J JQ ScaleAsindicated ENGINEER. MICHAEL THOMPSON, P. E. FL. LICENSE 47509 PO Box 580937 Orlpmdo, Florida 32858 407) 497-0566 f20/2006 4: 35:50 PM Ice <<< -1,W1A Z S o a t • l;3ao ;6 s ra" P e' w.) t 31dcc w t K s+ • ROOF PLAN A 1/8" = V-0" I y 7 Z, 'sq0 Revisions No. Desc. I Date kk,-*se. O r' Z . W 14-w-1 , 3 urr cti j. f4.'F Sob PLANS REVIEWED CITY OF SANFORD UC M X N (0 a w ecd Orn ppOUOONU aLL N N ` H N(L U1N0MVO (p zr C t- r-- mOLf) @ 0 0 p U) 'q 3I z s z wJ p C m w M w W W U LuW g a w z Z o wN W F- V cr w a ? Q c a z w w ROOF PLAN A o za A107 o JJQ Scale 1/8" = V-0" ENGINEER. MICHAEL THOMPSON, P.E. FL. LICENSE 47509 PO Box 580937 Orla Florida 32858 4071497-0566 mv-\ 11 0/2006 4:35:51 PM ti 1. At trusses shot be designed and ceditied bytmLI manufadmeA registered engineer. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POSTS, AND DMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAIMGS TO HOME DESIGNERS GROUP NC. FOR FINAL APPROVAL BEFORE FABRICATION. S. Nroefp0cbve are to be ad as indicatedan plies and elevations. d. Tep 4 belo vary. Sea building mlim. Nat vectiem, and elevations for boating beigbb. S. Tress spacing steal be 24's.c.colas athemise eclod. Conventional taming sba0 be lP o c. orosalbelnissnoted. 0. Tress mamhdnrerto provide all gobb endtressesNilbwermod'nb sled members Is' C.C. I. Roof docdng as specked. t. Orerhnms 167 very. See mdpbn and orleftebvetiom. NevffbiMgl gle rmen 10' All betacked onm me bld. 0. Frome Nah op to underside of roaftrusses at al am-boamg Kale Rod it alums area Obis amellrlss noted. 10. Ai trusses and hand boosting so as all gypsum Kati board to be continuous tam lour to clung. II. Truss manufacturer to insure design consideration to The foloning additional bads: o:Al sing hoop sells and slits NI cabinets al shorn an plans. b:Mc located HVAC units is shone an plans. Revisions No. Desc. Date 4 1A7 BRG AT EXT. 12PO51 WALL/USE CONN. 2 2006 AT EA BRG. PT. FRAMING CONNECTOR SCHEDULE NO TRUSSBRACING REOUIRED OTHERTHANSHOWN ONTHIS SHEET OR ON THE TRUSS ENGINEERING FROM THE MANUFACTURER TRUSS NAILS (I—Ir2— LONG) WY BE USEDONSINGLEPLYTRUSSES ALL ROOF TRUSSES USE ANCHOR 02 FOR CONCRETE WALLSIFAPPLICABLE ALL RAFTERS. UACK a KING.UAC( TRUSSES USE ANCHOR 06 FOR FRAME WALLS UN.O. ALL ROOF TRUSSES USE ANCHOR SM FOR FRAME WALLS UN.O. ANCOR FLOOR TRUSSES VAERE NOTED, TPA TOP PLATE OPTIONAL OTeERVAASE IF APPLICABLE SP. SOLEPLATE NO. USP SIMPSON MAX. UPUFT ANCHORS: TRUSS TO CONCRETE 1 HfUWW7-10d HETA20WT-10d 1476 2 NTA24 W1410d HETAO W141od INO S 24ITAN W 1410d ee. 2M#TA20W1Gtod ee. 2600 4 MGT W 6ftr eb.2Z-10d 5866 ANCHORS: TRUSS TO FRAME OPTIONALALLTHREADROD INSTALLATIOPO ATR COPmR1OH3: FOR ALL ATR FWALLATIOPM INSTALL 1-ATR WTDON r OF GIRDER TRUSS EA SIDEIF TRUSS EXCEEDS 2000LBS UPLIFT 36 TP HCOPWLSd cons H2Tm W10•Sd cam see ae TP 2iOOP W&8d — e 2.112be WILLBd cons ee. 1200 37 TP2-eTW12 W14.10d I 2-MT312 W14.10d 2000 78 TP LGT2 W16/8d 2150 SP HTT181616d AT SPVV6V A.B. W/2-2X 92SYP NOTE IF USING ATR DONOT INSTALL HTTIS AT SP 39 TP(2)LGT2430-16d also SP HTT101&IBd AT SPW/ 6/8' A.B. W/ 2-2X02SYP NOTE IFUSING ATR DONOT INSTALL HITI8 AT SP 40 TP HHGT2 d2-6I8 BOLTS b 2X'S R2SYP WtHHTT18 W18-IBd EASIDE 10000 SP HTT101GIdd ATSPW/6f8'A9.W/a2xt2SYP 41 TP HGTS W a NBOLTS 12rS 623YP W/HTTId W 18.160 EA SIDE lesson SP HTT1818-1Bd AT 5P W/dF AB. WU12K823YP ANCHORS: TRUSS TO TRUSS HUS20W 20•I8d HUS28 W20.18dIB4US20. 2 W 20-18d MHUS26.2 W M18d SPECIAL CONDITIONS A R. TRUSS TO SLAB LOAD PATH CONNECTIONS COLUAN: 4X4 ORaX8 62PT BEAM 2 GIRDER TRUSS BEAT 1: 2-2X1 TSWOODPT BEAM S: LVL BEAM BEAM TO FRAME WALL MUC410 W 12-16d COLON TOCMU WALL2- MSTA 24 W/ 10•1 OdfB8 TAPCONSBEAM TO COLUMN MVA2I W/ 1S•10d COLL. TO CONCRETEFAUN OR 4X40 W V1edgy W1/r AB. ABU64 GRABU88Wa18dW1/ r AB. EBLma> wrrRAeolwwLr_aM ezQr. MAIL ToFRAM" W sMd laIr OC COOVD Mt;ALFRAUMWEMblm7RAFrERSZCOr- --or TRUmm A1+®a:To fltAMaeaLFswHvayNAD To smrnswDa>v lad PLANS REVIEWED CITY OF SANFORD RtQlkd5mfJ z [ O u 7 tm F 0 Uj 4 J IL [ z ; O D Z W u U d z cal a s i i TRUSS Y LAYOUT A a A108 Scale 1/8" = V-0" ENGINEER. MICHAELTHOMPSON. P.E FL. LICENSE 47509 PO Box 580937 Orlando, Florida 32858 566 J; LAO 10: 24:23 AM Revisions U) No. Desc. Date g ELECTRICAL LEGEND UON cmONyL X 0- d- pp V Eoc r- o rnY op (V U J nLL N 04 (If WWH N V O IIIV V VVVVV / V V V V / / X III III \ f- war...... p C'7CD IL r / . Otn moo-O W n ... •. r««. D 0 o z Li RGF, Ix ljo 4((' now Ifs — — J L, ... K T I `i C-> ` Lam.,...., o j o Y \ FO o_..w.... or...... F I / w Y \ L0 ow...n ....• cr CL Z o ed ..... o W Y / X CL w z 0F_ w w cr Z W sa ; If x: :t N i LK10E.; ;«moo ` k x \ m am NOTES: ai a cZ acc.. a . a.T oo°nrt ELECTRICAL o PLAN Z I ti/ w....... r ............, n.r..., w.. o...... k y Y .rnpoc.a.q rro ...._.......... A109 0 a n ELECTRICAL LEGEND 1/ 8" = 1'-0" Scale 1 = 1'-O,r ENGINEER. ELECTRICAL RISER PLANS REVIEWED MICFL.LICENSE HAEL 709P.E. PO B 580937 CITY OF SANFORD OAan Florida 32858 n¢ rew..:o..u.°nwruunooru 07) 497-0566 own. wr..nc.u...a+aaor o ne..now ncc ozc iow m¢a ..o -• co _. 1 ST FLOOR ELECTRICAL PLAN ELECTRICAL RISER e (Qs ` 0 1/ 8" = 1'-0" 3 1/ 8" = 1'-0" 11/ 0/2006 4:35:53 PM NOTE: ALL WATER SUPPLY LINES SHALL BE "CPVC" STUDOR VENT n PLUMBING RISER 1/8" = 1'-0" Revisions UC No. Desc. Date CL 0 N COh X m ECdcorn lTV pON y p-[LNN y pOwOMoCOv @rn 1L ^ E v ° IT ' T tn @o cnvvr OS . h v o 0 6 S\ vL) W a. Z Jt a W a L) O PLUMBING RISER PLANS REVIEWED CITY 9F SANFORD A< to..) A110 Scale 1/ 8" = V-0" ENGINEER. MICHAEL THOMPSON, P. E. FL. LICENSE 47509 PO Box 580937 Oria'n"d o Florida 32858y v i ) 497-0566 11 0 v o 11/ /2006 4: 35:54 PM SFS-18RT OF84MAT BRF14,B/1T SF184IBMT BF20,1871T OF24,BAT TYPE DESIGNATION OF ruEo IrTlloRDI)r1u" uKl1ED r WM)m Or 6 REeM Al1eo -D Lw1ElGM. 8IF16-1B/1T p""A'^Dnl J J owwmr or a IIDfAAI IEgrT 1®M AfiDP i WOAe AT — rOI rteRD 1-lR•CIEAR CYu sour 6 RFaM A! 80TTOY ple(TELGMI eD—oprelro— M)O.IDE r roffr«awoTi ealXi49 GRAVITY uAa H Dw as 7.10• Q11 PRECAST 2M nwvlool tun tim Tr On RECAST 2n02 mf Iwn e'a on RECAST 1018 tm w« uwmf fnf 1«n e'd (5e71 RECAST Imt Im ym fqa cww ffu nn rfrr m. wi) S{ (on RECAST 1181 raf ww ca rr w w u S-tr (7r1 RECAST e'd (781 PRECAST 1177 raw nn n.f nw nw Rr nw fa1 Td M1 PRECAST 7eT w w rwf na w Mf Off• (117) RECAST 5n Ic•r w' 17-T (12071 RECAST ese wr IIw nnm. 11W 113r1 PRECAST e15 v1ff1 17 T (1441 RECAST 4W us trA (ian RECAST 382 mIm 1Cr (ferl RECAST sm wt Iw1 w ur owl )REeTRE1!® NA, w Mf 0.1 Pmsr ! NA. M M r>w rm n:r 9o1 mel1RE9 NA. rw m nr lf:f' On MlErniESSM MR. M M M m 1w 0.1 rNElrREslED Np. rw wa u fM n,f TTA• awl oRElrrR11® NR- N1 rn fw m m T— D1l M¢mE9Eo MR. A- PRrr-T W/ T Prr— n n-,ir rr,r UPLIFT LATERAL lFT1C7N RIPE m, n n n e wf w')w e e rlu e'-A' (571 RECAST w wr m nn rMrMEm e4r (511 RECAST m ml rrw rffunn« wn S-r (8r) RECAST rrw wrr S-lr (I01 RECAST 11M wwm, rd on PRE w) M) m) wn 7-0' furl RECAST Iwnn Pd (1161 PRECAST SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8- PRECAST 8 PRESTRESSED U-UNTELS 8- PRECAST w/ 2- RECESS DOOR U-UNTE e'+ 1521 PRECAST - -• •••• e'd (5e71 PRECAST m wn «n rwr Iwn S-r (ee1 RECAST n ,otm Mel MIS stra rin «nn .nf ww S-10- (Tr) RECAST m ww m no wn rd Ter) RECAST m oMISm «n fr1 mI fm Td rein RECAST )w «wnn rS 111r1 PRECAST Iw nn Mf 8- PRECAST a PRESTRESSm U-LINTELS UPLIFT uTeau IETATN 7TFE bee are 7-10' rn RECAST 1021ue7021 rd On RECAST nn nr fnf 1rn frnnaM. pn e'O o" RECAST of fw fv onimamMIS938 e'd ISn PRECAST m> 771 7InM S{ (eel RECAST wr M u, nn mf 505Icnnnrm505 S-101 901 PRECAST Inn nw r i1c) efe Uemr r-r nr) RECAST TW 887rmrm Td (801 PRECAST flr vr n« 5R7n1nAn Pa- (1121 RECASTnoTn 10d 02071 RECAST mi M'm l00 eWmr 1'-r 03071 RECAST e] S50trnw 174r I1ee1 RECAST e01 13W (1801 RECAST ffr m Tm 5wmm u-T (1er1 RECAST 288 m 1—ow1 ° NR. 157 mr ow) PRE,Tmewo m m m m r« m rncfifn MR. 327 IT•1' 0-1 FREITR =D fn NA. 255 nu' Rn1 MElRtEalEO a T m m w NA. 204 nu' 0'il MD:lTmmo rw NA. 177 Ai• Dec1 Ma:STrEflED MR. I.:r Rw7 rREbiRE!!ED nn NA. 101 135 MATERIALS 1. fc awlm lrtm•lSm pflT. hu.a.fa.ele<. •IT100 b. Te Ov. •T® pti,Iems,wen.sp.pe, e. Cana ewfvYlrea (CW1MAliY CIO,J mbinre tirnm,pwfM ftriDl, • lampfl. b. R<a awefab wfcwl lre r.rASTY Mfe film. Flrl rYm M Alr11 MI5 QifO v DAm. 1. M•wnf4Y OrYM AlfY Mll afefT10farm,. T. Tm.r. MALTY MIo. 1. YmYM AS,Y CI)04OfYvl. GENERAL NOTES 1. nwr unwv nwe fne l.l)ern. T, sq. RANDeb n rwlvN. Li 1 v,swmm raleMwAM eObdr<rW OTC•<trMp.. a• camvf—1,o wA 6Vl Ivr rddr. YM arbb ammwOw• nc+ roma,/ wY rwsr. 1. M brlrb mf<a e..e VAW <rlctl Ibcan, n<NI IfYh IT-e'r,0 IfYv wvl • rwnvl I,rlra J Im.wv ea W Ulm. 1. [ halo Isf flf0 reGrb a bcrN • M sacra rM IYrIceq. 1. Tm' ar,rr,i. mr,p. v. wt 1Nb M OFCre twl bm.tivkY v,Nvgr. 1. Cr>MtW. mvb mqM rover n irle0rb td w W r Cr1P0 rrmagvla. 1. MbfO rtf IfW enrlm,<b wglfMAd eta NAG b]0 SAFE LOAD TABLE NOTES 1. M.r.f enamm..rw„re•.wo. Isar. lrc belon.a YrY m u anecaIry 7D11 a eM<r„11, b bn Mn a177. R. TNA.bR •nc•n.a Yam bsemr,gl.r a'.•V. wNwM. D. !<•b•mr. brl wprnrnfe t/oraY.nOmMffOr,pMMe. lih bmOseaft•a My rM mltlJlma, b. Aeeevw l6rw blcfperrrnMmtaW Wuc traTs Mwgflr tlbWrYfrc•0 r^gary avn M PK.Y frttl. 1. Qr.)revrrMw aoae.e)v w•f6 rYvferfwm aq. 11raeyir mq nrwm mec.e.ne ba nom M f<.1w1 eMff q F,,; Ir mwrunr• arYrremva vY rrrviw,•revnMhc•a •foal 1. Fa Mreef6 YMr jn,M ler•I,MM blevenb bwfr nnYf. 1. Mflf br/t nur b ai PwnefN Y<rfor. O 3 F Commends 2 SINGLE qUNG 3' - 0" S - 0" 8F16-OB11T 3 SINGLE UNG 3' - Cr 3' - 0" 8F18-0B/1T4 empered 4 SINGLE H G T- 0" 5-0- 8F18-0B/1T 8 SINGLE H G T- 0" S- 0" 8F18-0B/1 T 18 SINGLE H NG 3' - 0" 4' - 0' 8F18-0B/1T2 empered 19 SINGL 3- 0" T - 0"]81`1 BF78- 0B/1T- t empered 20 SI LE HUNG 3 - Cr 5' - Cr8-0BI1 T DoorScheduleMark Family I Width lHeightlCommends 1 ad_Ponel_ Door_1126 18' - 0" T - Cr BRF14-1BMT 2 2-81 LD 8' - (" 6 - 8" 3 DR kMLOW CORE) 7 - 6' 6 - 8" 4 OR (HOLLOW CORE) 7 - 8" 6 - 8" 8 DR (HOLLOW CORE) 7 . e" 6 . e" lb DR (HOLLOW CORE) 7 - 8" 6 - 8" 8 DR (SOLID CORE) 7 - 8" 6 - 8" 8F18.OB/1T 9 DR (HOLLOW CORE) 7 - 8" 6 - 8" DR (HOLLOW CORE) 7 - 4" 6 - 8" DR (HOLLOW CORE) 7 - 4" 6 - 8" 28 FIR DR T-0" 6-8" 29 DR (HOLLOW CORE) 7 - 4" 6 - 8" 30 DR (HOLLOW CORE) 7 - 6' 6 - 8" 32 Sliding-2 panel-rm trim 6 - 0" 6 - 8" 8F18-08/1 T 33 Sliding-2 paneWm trim 6 - 0" 6 - 8" 8F18-0B/1T E E 0 II r J U OC i CL > Eh N C C yY fhL X $ m a cCLcu00rnofpU0 USnLLNNupO N jYuEC) CM EO u V Cf`r- CA 0 vvt c 2u0 a CuS( Lo C 0 6sCC 0 G 0 u Z tOu W Rn p 1 LU e 9 a Z O U ULU g a Z U a 4 i 4 LINTEL PLAN C A111 Scale As indicated ENGINEER. MICHAEL THOMPSON. P. E. FL. LICENSE 47509 PO Box 580937 Orlando, Flo' a32858 407) 7-0588 b 12412000 10:24: 25 AM ROOF PITCH PER ELEVATIOS AND ROOF PLAN 12 2x4BLOCKING RJO NSUL. PLATE HT. SEE ELEVATIONS& CROSS SECTION) CLG bRYWALL TYPICAL BOND BEAM W/ fay CONTINUOUS TIE VERT. OANDRE -BARS AT FILLED CELL LOCATIONS. FILL W/ CONC. 14 P.T. DRAPE BLKG ABV. WNDOWs WINDOW UNIT AS PER ELEVATIONS AND FLOOR PLAN WINDOW SILL PER BUILDERS SPEC. CAULKED ® WINDOW 12' W.B. OVER ALFOL INSULATION APPLIED OVER 1 X P.T. VERTICAL FURRING 24'O.C. — 1X4 PT 3 1/4• BASE 01d FIN. FUR. PRE-ENGINEERED TRUSSES @ 24- O.C. MAX DESIGNED W/ SIGNED AND SEALED CALCS. BY A ROOF PITCH PER FLORIDA REGISTERED ENGINEER ELEVATIONS AND ASPHALT SHINGLES/METAL OVER 150 FELT ROOF PLAN ON 7/IS' O.S.B. SHEATHING RATED 12 OR CONC. TILE OVER 3os FELT RI Sr5/B' CDX P.W. HURRCANE ANCHOR ®EA. TRUSS PER FRAMING PLAN RJO NSUL. MTL. DR.P EDGE PLATE HT. FASCIA AS SPEC SEE DETAIL). SEE ELEVATIONS& CROSS SECTION) 2a BLKG 0 GABLE ENDS SOFFIT AS SPEC OBL. 21 TOP PLATE SEE ELEVATIONS STAGG 0ER JgNTS 4'' M 2. 2x HEADEB/ 4- CONC. SLAB (2500 PSI, MN.) W/F53ER b REINFORCEMENT OR Sao W 1,4XW I.4 OVER S MILVISOUEEN VAPOR BARRIER OVER U CLEANCOMPACTED FILL AND TERMRE 1, TREATED. CONC. BLOCK STEM 15' WALLOVERB'x15' CONT. CONC. FOOTING W/ 2 05 RE - BARS ON CHAIRS CONT. One Story Typ. Wall Section SCALE: 31&'=1'-T ENGINEERED PRE - CAST CONC, LINTEL OVER ALL WINDOW AND DOOR OPENINGS. AS DESIGNED BY PRECAST LINTEL CO. REG ENG WINDOW UNIT AS PER ELEVATIONS AND FLOOR PLAN WINDOW SILL PER BUILDERS SPEC. CAULKED 0 WINDOW 2x PRE - ENGINEERING TRUSSES 0 24- O.0 MAX) W/ SIGNED & SEALED CALCS. BY A FLORIDA REGESTERED ENGINEER ASPHALT SHINGLESIMETAL OVER 1S0 FELT ON 7/15' O.S.B. SHEATHING RATED 1SR4 OR CONC. TILE OVER 302 FELT S/ S' COX P.W. HURRICANE TIE 0 EA. TRUSS PER FRAMING PLAN MTL. DRIP EDGE FASCIA AS SPEC SEE DETAIL). SOFFIT AS SPEC SEE ELEVATIONS FOR DETAILING ANCHOR BOLT EMBEDMENT DEPTHS ( LIKO ) 1/ 2" 5" 5/ 8" 6" 3/ 4" 8" 7/ 8" 12" EXTERIOR FINISH R. 11 BATT INSULATION 7/ 15' O.S.B. SHEATHING PER ELEVATIONS, 3 114' BASE ISO FELT W/ FINISH PER ELV. O PLACE VERT. REINFORCING B 05REARCONT. FROM Fro O EXTERIOR FINISH PER ELEVATIONS. TO TIE BEAM AND AS INDICATED 2, P.T. SOLE PLATE W/ BY THE FOUNDATION PLAN AND Ir2Nr ANCHOR BOLTS FILLCELL W/ CONC. (2,5WPSI MIN.) w/6—MN. EMBEDMENT) 30- MIN. LAP OF VERT. RENF.) 0',0' FIN, FUR, W/ WASHERS 0 21- O.C. ALL ANDALLCORNERS F FHA HEADER BLOCK IO 4- CONC. SLAB (2500 Lai - FNtSHGRADE FINISH GRADE PSL ) FIBER REINFORCEMENT OR AW1. 4XW1.4 OVER r S MIL. VISOUEENVAPOR I , BARRIER OVER CLEAN COMPACTED" FILL AND TERMITE TREATED. S' CONC. BLOCK STEM WALL OVER 9•x15' CONT. CONC, FOOTING W/2 05 RE -BARS ON CHAINS CONT. One Story Typ. Wall Section SCALE: 3IB - 1•-O' OR (SEE FOUNDATION PLAN) FINISH PER ELEVATION 1rr W. B. OVER ALFOL INSULATION APPLIED OVER 1 X P.T. VERTICAL 1/I W.B. OVER 2 x 4 FURRING 24' O.C. STUDS a Ir O.C. 2 x SOLE PLATE W/ II FINISH PER ELEVATION R-11 GATT INSULATION 1?XB' ANCHOR BOLTS YJ/B' MN. EMBEDMENT II a21- O.C. AND ALL B' C.M.U. CORNERS 4- C- C. SLAB (2500 I 4- CONC. SLAB (2500 SLOPE 1A' PSL MN.) W/ FIBER FINISH FLOOR PSI, MIN.) W/ FIBER REINFORCEMENT OR 2t. REINFORCEMENT OR BxS WIAXWIA OVER --- L wW1AXWIA OVER S MIL. VISDUEEN VAPOR FINISH GRADE 8 MIL. VtSOUEEN VAPOR BARRIER OVER II ICI, BARRIEROVER \ PATIO SLAB AS PER PLAN CLEAN COMPACTED CLEAN COMPACTED II FILL AND TERMITE FILL AND TERMITE ! TREATED. TREATED. MONOLITHIC FOUNDATION CLEAN COMPACTED FILL MGNOLITHIC CONC. (2500 P.S.I.) CLEAN COMPACTREATED TED FILLANDTERMITE TREATED 1'a' FOUNDATION W/ (2)05 RODS AND TERMITE 18' W/ ( 2) 05 OIA RODS CONT. ON CHAIRS CONT. ON CHAIRS EXTERIOR MASONRY WALL (ONE STORY) EXTERIOR FRAME WALL (ONE STORY) Revisions No. Desc. Dale ROOF PITCH PER ELEVATIONS AND ROOF PLAN 12 PRE- ENGINEERED T'.SS SYSTEM PER TRUSS MFG. SI ANCHOR SHINGLES/METAL OVIFELT OASPHALT RION7/Ili O.S.B. SHEATHING RA PLATE HT. 1&24 OR CONC. TILE OVER 300 FELT SEE ELEVATIONS It 515'Cox P.W. CROSS SECTION) METAL DRIP R-W BATT INSULATION N CEILINGS FASCLAASSPECCLG DRYWALL SEE ELEVATIONS) VENTED SOFITFLAT OR PITCHEDPERELEV. & CROSS SECTION EXTERIOR FINISH PER ELEVAT 2x SOLE PLATE 15' TJI JOIST 0 24- O.C. (U.N.O.) R-11 INSULATION INSTALL PER MFG. RECOMENDATION FLR SYSTEM MARY VARY, SEE JOIST PLAN) O.S, B. SHEATHING ON 3l4'T&G PLYWOOD SUB -FLOOR 150 FELT W/ FINISH PER ELV, NAILED & GLUED TO TJI JOIST 8711T SHEATHINGSHALLON2XSTUDSa1&' O.C. OVERLAP FLOOR TRUSSES 2nd FIR. HT. SEE ELEVATIONS & FULL H7. BLKG CROSS SECTION) ANCHOR META20 w/ 7-100 a PLATE HT. 24' UNO SEE ELEVATIONS & CROSS SECTION) ANCHOR BOLT EMBEDMENT DEPTHS ( U. N.O.) 1/2" 5" 5/8" 6" 3/4" 8" 7/8" 12" CONC. BLOCK BOND BEAM W/ 145 CONT. EXTERIOR FINISH PER ELEVATIONS, FHA'L' BLOCK CO FINISH GRADE SEE FOUNDATIOI CLG DRYWALL PT 1, FURRING 24' O.C. W/ ALFOIL, BATT OR SPRAY NSUL. OVER FURRING ERT. REINFORCING 05 REBAR To. TO BOND BEAM AS ED BY THE FOUNDATION 4D FILL CELL W/ CONC. LAP OF VERT. RENF.) 4- CONC. SLAB (2500 PSL MN.) W/ FIBER REINFORCEMENT OR Sx5 W1. 4XVV 1.4OVER B MIL VISOUEENVAPOR BARRIER OVER CLEAN COMPACTED FILL AND TERMITE TREATED. 8' CONC. BLOCK STEM WALL ON 10' 1Q(' CONTINUOUS CONC. FOOTING W/ 3 05 RE -BARS CONTINUOUS, Two Story Typ. Wall Section pl, AN REVOEWED SCALE: 3/&'= 1'1T CITY OF SANFORD e"tj kSw') U c C j N co t O I,- n i CMU X [ f] c C dCO0)p mU_UON O _ to to tonLLNNL0I"N E U C 0 CM (O i Oln Moog L nvvL f WALL SECTIONS D100 Scale 1/ 8" = 11-0" ENGINEER. MICHAEL THOMPSON, P. E. FL. LICENSE 47509 PO Box 580937 Orlando, 'da 32858 4 —.0 66 Vo 11/20 C06 4:35:57 PM J Revisions No. Desc. CL Date g zo Es.waREI D tvulva sPAFrA FPEs:oP 0 j ^ ~ ROOF PM;HPER PRwDEcue mAa I gosprwTHw RI ( Q N C —Q, f ELEVATgNS ap[1U i0.im Tx.naww r--erE-r:E na[ ` 0 X WA wAUIDfATMO O }ioc.T SHE -THING / ` Y L Cu aprocaESRACEmEo B J METAL DRP EDGE o[r,Aap ar TPWI rAANi1E O •oar IPuss[s — C D- C O `QR' UI. P.T.ASONMAR OVER2X SUB- Im Orot. mD I J --G I —At cr / •Vl'a (y ` Q CFIC h CT — 1 FASCl4 wAuas[ATMo J j, rrauE auL s[Cnen N O N N W PER ALUM.HARDICEDAR OR LWTSWTq `MD ev •\ .•• TOI-- ~ N LL, u Q VENTING PER MANUF. MA% NT. OF EDL E PRE -FAD PRE BOX DAMPER I 1 E C TLESS I, N. SPRNSORVEMATnc TRUSSMEM rrEC°FEG. [1<. <OR[r) _ L QFN. SPRAYED FCWA ATTIC ( A 7X4 /23Pi NSULAT10N Ir A 2X4.2SPF Ir NON4o"BUSTABLE I Z Ll•RSPi 10' B (2) 4F2SPF WTERVLLF00. HEARTH Lads'lyap,TaP 10' A 2X3 P25PF _ CONC. SUB Q PUTEOrfaME IS' B m2XBF23Pi LUrALUM. CHNJJEL OR 7X NALER wAu r r[e,oc•mc FOR NONALUM. SOFFIT BRACE FEOV.FED OTRUSSW iII TRUSS i O BRACE BRACE Of FS FASCIA AND SOFFIT DETAIL RC GABLE END TRUSS ON FRAME WALL CW CRIPPLE WALL ON TRUSS FB FIRE BOX DETAIL RM INTERIOR CHIMNEY EL LUOEAft. DETAIL A 8 Q Q 10.5 EAF •1 u0-5 eaP u, ZQ LINTEL 1 ................. r1LLEC• CEII UE0110EE-u }; f,» :x.asw}+ Z BONDS EAU a Ri jI RE m'Ot. i..• t# I Q RE mfOC. tzoM3ama I FILLED CELL STAHDAPD/ 3 N OC 4D • 3 D= IxZF•NAINN3 ql RmiblrATMN3 RI ," A[LOiATMO O NLO 1 _• 1 \ •'• T I W R2 16d Z 24 # 2SPF BEARING WALL 110.5EAF55) 11 al@R. NM a \2x4 A2SPF FOOT1111 I I W COl :5 LaPLU QE' of C.OEESPACEynETmr BLOCKING BRACING • WM (m,.,,,nl \ - 1' co;EP Q Faovoe stMERAOE ,bpfec. — • •L i (,,.,,•, no5 SAP(s •, W p.[ Aem.IRA,m 2xrrer3aTEoro TOOTING I O mAMAXMr. OF r ... ... ". ... i. .. .. prOC. FEF SRAQ TRUSS MEM •F MAXHT.OF I NOTE: T' _ DET. Al31 RE1rt.MTRUSS MEM IFO DAIF.OD IS OMTTED• 31 SLAE. FOD u-1E D IICT4LEC• E1 }y,c.,}-•;1};{sp}:?:•:?.{???? .?<W}:8}%+.•JJ,+at++:. LL IX: 5 afaNXOC. C'FXUNGE- NIP HOLE 01 SUB L SET711C FOO -,EPO 1. O ixr RPTSQIEDro S' A 7%•2PF ( A 2Xl•23PF } PRFSDLx11ELw1? — 2) 2x4 P2SPF r A 2%l 925Pi H 10 A IXS EI4PF .• 10' a (2)2X4P28PF BOND BEAM rMuot. r WA DOWNPOUR DETAIL WC w Is BRACE ( 2x3.zsvi ' .: Is• a m2X3.2sPF ELEVATION CHANGE Timor .ti BRACE wMA ry iII TRUSS1 TRUSS TRU55 j a J I. RESPRTMNIE_1—a E °_E WEwAr6RlTE T(s RESAR 2rMH .91 r i f 1 Q USP F BRACEBRACEq,ERP— I I_ OFEMM011 DETAIL DETAIL :OR BRACE BRACE 5- ELOCV :.ALL I I F A B aaxlc5 DETAIL DETAIL FOR DOUBLE WINDOW FASTEN MULL TO HEADER I I I I •„^ V PER MANUFACTURERS SPECIFICATION. I I I I I J I IFILLEDI ~ 74' MAX ROUGH OPENING 110.5 CAP. LAppEC• I I ^^• Z i ELL TO FTO PCUUOtEL — ". W Tn JW lasceu c• oc ^•6 Lfu Q 1.0.51OPIIEP. EAP <n = R62 GABLE ENDONCONCRETEWALLRBGABLEENDONCONCRETEWALLWYCHALF -ROUND ARCH FRAMING DETAIL ALL UPS 25 Im 1- FRAME WALL STRUCTURE M. E cc Q O WINDOW AND/OR ENTRY FRAME TO BLocK BLOCK CORNER DETAILODOORBUCKINCBWALLSOWwWS wuLDETAI UCwx3116CONC. SCR. CMU WALL 3/16 CONC. SCR. CMU WALL _ Q wl 1. 114' (MIN) EMBEDMENT 6 HEADER w! 1.114' (MIN) EMBEDMENT 8 HEADER a. Z IJU Z I I _ ' h= 5= P.QOP -TP,UCTUF,ELi %2SPF STUD CP EETTEE I e 22 .: SP PT } I % _..— 0 W FP (3) 10d -^ i• r..1 (3) 700 -7 10C W W DEL TOP FLATE - a SCREW S / tre SCREWS :1 E'(FANSION EOLi F'p j a Z LU 2x81t2 T () / / 2x8 A2PT ( J I /1 • c ` A :. ASNEF e l / Q U) BLOCK & SHIM AS NEEDED —BLOCK 6 SHIM AS NEEDED / , e (.7 BLOCK 8 SHEATH AS NEEDED / ` — BLOCK 8 SHEATH AS NEEDED / W 2) 3I18 CONC. SCR. (2) 3116 CONC, SCR. '. ' DETAILS Q GARAGE OR BUCKMd1-1/ 4- (MIN) EMBEDMENT wl 1-1/4- (MIN) EMBEDMENT / O MASONRY +w Q 314" PT BUCK w/ 314" PT BUCK w/ x• "•• 1.• QQ WINDOW FASTENED WINDOW FASTENED W PER MANUFACTURERS PER MANUFACTURERS -ILL PLATE — yrl. r 1 , ;`,,,,K pKcs RF USS BRACING D101 0 SPECIFICATIONS Ca x_ 1 mrI cve :i 0_ A I :e ` 1 SPECIFICATIONS „, M 1 SRKING TOBE INSTALLED ON TOPOF THE BOiroY CORD OF THE TRUSS, J m Im om (mM1.mL gEOMRED AT EKN 1NTERSECTgN. Q FOR DOUBLE WINDOW, FASTEN MULL TO 2x8 k2PT HEADER FOR DOUBLEWINDOW FASTEN MULL TO 2x8 N2PT HEADER Fr:,c '*' y -• Y ° 1'^T I Two muss cogo3 REQUIRED FOR LAP PL REVIEWED PER MANUFACTURERS SPECIFICATION. \ ".c f"' •\• i INS Scale 1/ S I= 11-OII PER MANUFACTURERS SPECIFICATION. `— "'° " I— — s.. cx I' ` ' 00 'RI°= SANFORD ENGINEER. 74' MAX ROUGH OPENING IN CB WALL 74' MAX ROUGH OPENING CB WALL /, OMICHAEL THOMPSON, P.E. I I FL. LICENSE 47509 PO Box 5BD937 WYC Orlando, H 0 HALF - ROUND ARCHFRAMINGDETAIL WYD ELLYPTICAL ARCH FRAMING DETAIL WP KNEEWALL DETAIL I" E11c1" °I \ ' (4 4997 8 -0566 GABLE END DIAGONAL BRACING O ENnvwu aoaF eucRo O11/2 /2006 4:35: 58 PM SHE-THII1,-: 1/2- CDs: FLY:.00D OF -/1 M 6 F14ILIFIGS CHEDULE: 5]COA ECC C:EIE El CS s CC RI ROOF SHEATHING FLOOR SHEATHING SHE-TH36: tie• BCD'• r07MD r)-1LIIJG SCHEDULE: bCa+ VIC oI Exr. o= 'CERCF WT ALL SHE" -.THING I'&: ='ELE EIIG 41HEA-TWIG'- GOD SCPE't. 1 A- (USI) TEUPEFEE• • I• FLATE •:LASS L\ I, 541CONE :-!IL. C OII TINLI C•L15 \ STLID LlEi-L CH-IIITEL DFf OF Ca col YPLKiiIa13 USL ] IE IaPC a1E I:' « OF FED a11004 u+llV ACTUPEvS SPECIFIC11101IS I.1D FIXED GL=SS DETAIL LSTA1: a 10-ICa AT AFFFO'(ILI-TELf 30' 1* 60' FROM E-SE tv r 1' FFE•CAST LIIITEL TFVSSES BEAR CII PRECAST LIIITEL 0110 f.1 E E _.Y :, RJDO:'. CET -.IL VEPTFC-L SCAS 2. E :25PF AS' OC SrIca LAI ITn 17 a- TOENAIL EACH EAFTEP BOTTOM Or H5 F.IDGE or HCtP/u. COLL-F TIE 11 RACE OF E.EPY -T..d RAFTER F.= FTEF SHEATHING TPUSSE_ Ld ci2SPFRAFTERSi23rFTCOEL, TS112SHEATHIITG ( OPTIONAL) Cc, ul EEYEL COTS IOPT1011-L1 P- FTEP TO 2.411 -1LEF. A :: SPF IIA EP SPa1 : iR.5gS (ran) 1 IEOJTF.VS<_ (e•5rq) R1 CONVENTIONAL VALLEY ASSEMBLY DORMER DETAIL OEL TOP PLATE, i!' min SPUCEL AF am - — ROOF STF!IFULL r / STLIDS IT r n sA IT n N 1.12 i2 SPr HD:CEP E ADER. HE" LlIIITEFIOF OKI: SPA a4vCF TCP E- ecrtu WM o EICCPM aslut• xTE SILL PLATE D fi31n1 vAL wr. me P• a c' I,: x . An• 11v .ca Pac w!¢ WM BEARING WALL DETAIL ALL PEFPEHNCULAP TO ROOF STRUCTURE PCOF STRUCTURE \ mCl[ 'OF FLAIE CL, . i C E »uens UI e[iomc: Au Ao"I. IE 10 ISILL PLATE - I FaSDI ; F. 4E i14 _•• « ! !' FCr..40 F• ]- Se CV111 AsJ : « VEI1 ICv I'M 0 IFVSSES at W OC c I .{PLR :. _ -_> 9 Id_ 4)-EEAFII,lG ;.=LL DET=1L it PARALLEL TO FOOT STRUCTURE FOC•F STRUCTURE a n U0t19a0 ALL CONNECTTFVSSES OF. RAFTERS LT512 e.,' 10-10d I YIPLIS- S. DP. P.AFTEP. NAILSOLE PLATE TO TRUSSES e ffm ( 2) IEa PEP rpvs-. S P+ F. +F F[SfOv rr [IIa/ 1V5 3 Oi EAC • L[0 f Co- u41 SYa» Eli» I»c I .PSI •aU . o-Ia a n+14 F src1KI1 I t` 1G GAELE END CHIMI'IE'r . I CC S»Cis» IHG au.m r. O f FAUTCiwL SECT411RRM 9 U- JEP.IOP. CHRANEY METAL AIICHOR5S ECUF.E CLASS MCI, PiIIEL 10 ACI-CEUT COUSTFUCTION SE110 .4. — E.'PANSIOII JOIIIT) D.PA11510115 TRIP t0 ALtO'... FOR. DIrrEPEII11-L ito"EUENT CLE-11 SURFACES FTEF. EPECTIOn 7'.ITH STIFF BRISTLED SCFUE EP. VSH MAGL- SSE LOCK DETAIL NOT LESS THM YS' NCR MCRE TIWV 117 U APPF= 12" s`IaJA) C 8' el)r P CNYIPLIS Is Revisions No. Desc. Date I OTE FULL 6E00 1 .011.1 IFIC.— I, .• 4CE AT FACE OF :.ALL. UOFTAP TO BE TYRE S OPTIMUM LagUFE I vAPi P01ita10 CEUEIII Ia: r+ n LF[ F+F15SaoNOTLESS TW N YF r NOR MORE TKMr ads 2• MIN 2 t? MAX CI) MN. r ON CLGHOFI:Ot1T4 JORIT F.E111 0RCHIG E,EFr 2 COUPSES RON4 RON3 RCMJ2 F40N1 RON2A ROMA ROMA lame? Fastener Lengths for Gypsum Panel Product Application to "'Find Framing' Gypsum Minimum Minimum Minimum Panel Product Nail Screw Slaplec Thickness` Length Length Length in. (mm) in. (nun) in. (mm) in. (mm) Ya (6 4) an a Jb (9. 5) I v. (321 1 (25) I (251 Ih (12. 7) V/F 05) 11/. (2g) 111.(29) A (15. 9) 11h. (38) 11/4 02) 11A 132) 1 Where tire m%istmne is required C4 gypsum panel product sys. toms, fa ienen ofthe same or larger length. shank diameer, and head bearing area as Wse dewrilled in de Fire -rated design shall heused. a For other thieYnnscs, for multi-la{ver applications. or I'or appli- c hum over rigid f ram insulation1aAenery shill be of suRcient lengthto pcnnmre framing not lct than 1/4 in. (19 mm) for nail..% 4. in. (15 mm) lire ecress's, and'fr in. 115 ram) frr suples. Suple attachment is restriewd to baw la)Lus of multi-la;.v sys- tems only. ( See Section 4.84.) 0 For application over cvi>Ting solid slufaccs or in multi -layer u appli. roons, fastet r>hall hasv a flat or concavelead, a dia• nand point, trial of such length as u] provide not Id% dour mIF in. 22 mm) Fair more thanIY1 in. (32 ram) penetration into the nailing memtxn. 5.65 Singlemilt :hall he used on the Iscrimeter of the gyp- sum panel pnsducl. 5.7 Where .cress's are Used, they shall he spaced not mole than 12 in. (305 Fort) o.c. forceilings and16 in. (406 mill) o.c. forwalls when the framing nembers are 16 in. (406 mm) o.c. wrens shallbespaced n,n mcm: than 12 in. 1305 mm) ox. f u bothceilings and wails when framing members an 24 in. 610 Town) O.C. PLANS REVIEWED CITY OF SANFORD L P, It 0 L< ( a,.'*I U y C nOM g 7 N 0 Tea Y M _ X } a Ca- CCcornEpO 0)U O C) N U O•LL CV N of N U 0 EO oEhcoUd U. v Cr- 1- rn Ee Olf•) CCOO-0 W a- (n - q- IT Z 0 w UW OW LwCC QLJz Q Uz aD O C In CC WzWW W 2 O U_ O H- W W n- oEr ELJQ l- HUWJWW ZI.- 0 z W N J UA Q W m F_ W Er QWW L) M W aw Z ~ O z W WW crUCL a ? M V d z 0 w DETAILS o z Q D1020 J a Scale 1/ 8" = 11-011 ENGINEER. MICHAEL THOMPSON, P.E. FL. LICENSE 47509 PO Box 580937 Orlando lorida 32858 497-0566 11/ /2006 4:36:00 PM ti 1X1 PT 3 1M' BASE Od FN. FLR. 0- CONC. SLAB (2500 PSI, MN.)W/F83ER REINFORCEMENTOR III II B1® WIAXWIA W.W.M. OVER III B MIL. VISDUEEN VAPOR III BARRIER OVER CLEAN COMPACTED FILL ANDDTERMITEI TREATED. I 1 6 CONC. BLOCK STEM WALL OVER 6x16 CONT. CONIC. FOOTING W/ 2 OS RE -BARS ON CHAIRS CONT. O EXTERIOR MASONRY WALL STORYONE III FINISH GRADE yII I1= I IIaII I I- L II 1~I u 3 1S- I. 216 P.T. BUCK W/ (3) I!2'Se' BOLTS EQUALLYSPACED V RECESS N SLAB 1' CONC. SLAB 2500 P.S.L) W/ 8,SW1./XWI.1 W.W.M. OR FIBERMESH OVER 8 ML. VAPOR BARRIER CLEAN COMPACTED FILL AND TERMITE TREATED 87C. M.U. EG V. FLR_ _ `I I a r I I SLOPE 70 RNJ r— NO BRG. FTR REQUIRED UNDER GARAGE DOOR OPENING OGsAlt.'` DOOR RECESSED SILL 1X0 PT A• CONC. SLAB (2500 PSI) W/ SA WIAXW(1.e W.W.M. OVER B MIL. VtSOUEEN VAPOR BARRIER R. 11 BATT INSULATION OVER TERM RE TREATED 411WELLCOMPACTEDFILL0 O IN. FLR. I w FINISH GRADE "III -_III -III 1. II _ I 1=III=III= El I I T F :I I' -I 16 CONIC. BLOCK STEM WALLON1"O' CONTINUOUS I CONC. FOOTING W13 b — III_ RE BARS CONTINUOUS. 1 1 Od TERIORMASONRY WALL (TWO STORY) O TTICKI NED SLAB @TRANSITION RI PER MFG. GASSING SPECS. GLASS DR. 7 3 1PI' BASE ALUMINUM THRESHOLD - 1rl R- I IBAIT INSULATION = / P CONC. SLAB — 2500P. S.L)W1 W1. AXWIA W.W.M. I 819IIILu OR FIBERMESH OVER SLL FORMEDI yIBVAPORIIONSITE1 - ARRIER 1IL BRSLOPEvP @ SLIDING GLASS DR. PER FOOTII Y EXP JOINT OER'OR DOOR SILL swX6 ANCHOR BOLT2/' O. C. I! J I \' 1v-.`} mow• 2 STORY FOOTER O` IICKE: ED SLAB (LOAD BEARING 1? W, B. OVER 21 STUDS 76 o.c. SEE W M DETAIL2x SOLE PLATE W/Irr X 6L. ANC. BOLT W/ 7 X 1Rr WASHER 0 2/' O.C. 1 . b 15 DIA. RODS COJT. - (2) 05 DI/L RODS CONT. CHAIRS (2 STORY) •, ONCHAINS (1 STORY) 1 STORY FOOTER OTTICm NED SLAB @ TRANSITION I/T W.B. OVER 2x STUDS 16 o.c. 2x SOLE PLATE Wl Vl X 6L ANC. BOLT WIT X I/6 WASHER 0 21' O.C. 2) 05 DIA RODS CONTINUOUS ON CHAIRS LOAD BEARING) 1!7 W.B. OVER 2x STUDS 16 o.c. 2, SOLE PLATE W/117 X 6L ANC. BOLT W/ 7 X IRr WASHER ®16 O.C. NON LOAD BEARING) 1-95 Y T-O' OVER 8"'CRASE IN CONIC. BLOCK STEM K WALL. GROUT SOLID A AROUND PIPECONT. CONC. FOOTING r0-0 • . SEE FOUNDATION PLAN FOR FOOTER TYPE I1- GROUT SOLID AROUND PIPE CONT. CONC. FOOTING SEE FOUNDATKIN PLAN FOR FOOTER TYPE 1 1 I` `LImTY'CHASE THROUGH FTG. 2 x 1 P.T. BLOCKING Ixll --- 1- I O /7-_- 1 W. F. M. OS REBAR MIN. OSUNKEN SHOWER DETAIL NON LOAD BRG MONOLITHIC EDGE EDGE OF HOUSE CONIC. CONC. PAVERS \\ 1.05 CONT. - ` SLAB \ 1 / GRADE 11!-Ll. l- Ij 16 Iii11=1I n il I I 1F, t I II IIIIrICi SEE FOUNDATION PUN / AT COLUMN LOCATION SEE FOUNDATION PLAN AT COLUMN LOCATION THICKENED EDGE DETAIL OISOLATED PAD DETAIL FJ /i P VERED PORCH DETAIL 1/7 W.B. OVER ALFOIL MIN R-5 INSULATION APPLIED OVER 1 X P.T. VERTICAL FURRING 2/• O.C. 4-CONC. SLAB (2500 P.S.I.) W/ 8x8 W 1.IXW1.1 W.F.M. OVER 8 MIL. VAPOR BARRIER - CLEAN COMPACTED FILL AND TERMITE TREATED 16 12 EXTERIOR TERIOR MASONRYWALL (ONE STORY) 117 W. B. OVER ALFOIL MIN R-5 I INSULATION APPLIED OVER 1 X P.T. VERTICAL FURRING 2/' O.C. 4-CONC. SLAB (2500 P.S.I.) W/ exB W IAXW 1./ W.F.M. OVER 8 MIL VAPOR BARRIER i FINISH PER ELEVATION 6 C. M.U. FINISH FLOOR GRADE MONOLITHIC FOUNDATION W/ (2) 05 DIA. RODS CONT. ON CHAIRS OR BLOCKS FINISH PER ELEVATION 6 C. M.U. FINISH FLOOR FINISH GRADE b III, F v CLEAN COMPACTED FILL ` MONOLITHIC FOUNDATION W/ (3) 05 DLA. RODS CONT. AND TERMITETREATED —' ON CHAINS OR BLOCKS OEXTERIOR MASONRY WALL (TWO STORY) 0'-0' FN. FLR. P CONIC. SLAB (2500 -'- PSI.MIN .) W/FIBER IIIS11= REINFORCEMENT OR I1II I I: 616 W1AXWIAW.W.M. OVER 1 B MIL VISQUEEN VAPOR i II: BARRIEROVER CLEAN COMPACTED I I FILLAND TERMITE I • b .oTREATED. u I' 1 STORY) 6 CONIC. BLOCK STEM WALL OVER 6x16 CONT. CONC, FOOTING W/ 2 05 RE -BARS ON CHAIRS CONT. 3 T. EM WALL PATIO DETAIL Revisions No. Desc. Date MAY VARY SEE ELEVATION FINISH GRADE i 2 STORY) 6 CONC. BLOCK STEM WALL OVER 10.1Q0' CONT. CONC. FOOTING W/ 3 05 RE -BARS ON CHAIRS CONT. 0'- 0' FIN. FLR. CC- . SLAB ( 2500 -•- _ -._ _- - ` PSI, MIN) W/FIBER jaIG-1 II - ,I REINFORCEMENTOR IHalI - eIeW1,IXWI. IW.W.M.OVER Eflal - II 'IMF 8 MIL EE VAPOR I BARRIER OVER I 4 1` I) -__ CLEANCOMPACTEDFILL AND TERMITE o TREATED. 6 CONC. BLOCK STEM 16 WALL OVER 8' 06 CONT. CONC. FOOTING W/ 2 05 RE-SARS ON CHAIRS CONT. 14 STEM WALL TRANSITION pLARS REVIEWED CITY OF SANFORD U C C a) Cl) O •` ^ p i C p X p-0p n- E Ca•COO pCApp0 (V U QLL.NN O N u a) E cq(p @ pvr-- r- Urn to ca OOU 1: U) VLWzO Z w N J p N Q Wm H D W N Q w w U It Q w J = a W z o Z W w WWQU o a ? z a FOOTER o SECTIONS z Q D103 0 a Scale 1/ 8" = 11-0" ENGINEER. MICHAEL THOMPSON, P. E. FL. LICENSE 47509 PO Box 58D937 Orlando, F Wida 32858 407 497-0566 1 11 /20 01 4:36:01 PM f TRUSS INDEX COVER SHEET 0FFI CE PRESTIGE LUMBER do SUPPLIES Job Identification = 15545 A ML Wiki OF sti—D`DM AND Builder = SCHUMAKER CONSTRUCTION Pais i lcNORMNORM AVEnrVK PH: 21eDDD PRO- 321 6100 -839-9999 Location = Princeton Place ROCE1EDGE FL 32956-1045 FAX 321-633-0392 County = Seminole County is package containscontainsi BuildingCode: FBC-2004/SECTION 1609 17 truss drawin s. Wind Design: FBC-2004/TPI 1-02 ASCE 7-02 Truss Software Design:Alpine View Version 7.2 Name Address and License # of Structural Engineer of Record, If there is one, for the bldg. Name: License # Address: N/ A N/A City. State: With my embossed seal affixed to this sheet,l hereby certify that this serves as an index sheet in conformance with Rules 61 G15-31.003 and 61 g15-23.002(2) of the Florida Board of Professional Regulation. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. Refer to the individual truss drawings for the design loads applied. The suitability and use of each component for any particular building is the responsibilty of the building designer,per ANSI/TPI 1-2002 Sec.2 and ANSI/tpi/ wtca -t Section 2-4 Truss ID' s Al EJ7A A2 CJ5 A3 CJ5B A4 CJ3 A5 CJ3B A6 CJ1 A7 CJ1B HJ10 HJ1OB EJ7 NIL 23451 ; ST F1! 11 itNOV. 16. ' 6 Randal Byrd. P.R\423451 Special Inspector # 1058 2325 Jason street Merrit Island. Fl 32952 PLANS REVIEWED CITY OF SANFORD Note: Each Individual truss design b vend only If printed on Alpine paper (Alpine title block with notes on the back)and must contain a copy of the engineers ink stamp signifying the review of each individual truss design drawing. 7 ALPINE a; ALPINEENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA D:(l=40) P-rinceton Place / Al Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt. ASCE 7-02. CLOSED bldg. not located Within 4.50 ft from roof edge, CAT II, EXP B, wind TCDL=5.0 psf, wind BC DL=5.0 psf. Calculated horizontal deflection is 0.17' due to live load and 0.17" due to dead load. Deflection meets L1360 live and L/240 total load. 12'10" 12'10" I mo-- 6'9"11 6'0"5 6'0"5 T 6'9"11 - 25'8" Rv=1169# U=188# W=4' b Rv=1169# U=188# W^ LEFT RAKE = 1'8"2 RIGHT RAKE = 1'" 1LEFTJIG = 14'6"1 RIGHT JIG = 14'6TAG = T42 SEQ = 16109PLT. TYP.-WAVE FBC/rP12W2(STD)CWRT=1.00(t.25yto(0) QTY= 17 TOTAL= 17 REV. 7.24.1230.16 SCALE=0.2500 PRESTIGE TRUSSESUSSESc' REouREEXTREME CARE WFABRICATING. HANDLING. sHmPWG.WSTALLINGAND BRACWG REFER TO Randal B d • P.E. TC LL 20.0 psf REFLUMBER 8 SUPPLIES HIB&91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SURE 200. MADISON. W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE WDCATED, 23451 TC DL 10.0psf DATE 11-15-2006 TOP CHORDSMALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDDRWGRIGID CEILING. Special Inspector BC DL 10.0psf L"'PORT,' Im . FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE 1058 BC LL 0.0psf gcb T DIVISION PROVISIONS OF NDS97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF20GA ASTM A653GR30GALV. STEEL EXCEPT ASNOTED. APPLY CONNECTORS TOEACH TOT.LD. 40.0 sf p O/A LE N. 250800 FACE OFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street 2C DUR. FAC. J SEAL ONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSMPONENTOESIGNOWN. THE THISPONENT Phone; (321) 63Y9393 RESPONSIBILITY OF THE BUILDING DESIGANBER. ILITY PERCHAPTER2 ANSVTPIAND USE OFBUILDINGisTHE1- 002. THIS ESIGNFOR ANY PRTICULARCONFOCONFORMSTHE20WMerritIsland, FL SPACING 24. 0" TYPE COMN FLORIDA BUILDINGCODE -SECTION IW9. 32952 JOD: 13090rrinceton dace / AZ Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt. ASCE 7-02, CLOSED bldg, not located within 4.50 R from roof edge, CAT 11, EXP B. wind TC DL= 5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psi non -concurrent We bad. Calculated horizontal deflection is 0.16' due to Ova bad and 0A7" due to dead bad. Deflection meets L/360 Ova and L/240 total bad. 11' I 11' 5' 10"11 5' 1 "5 --— 3'8" 1— 5'1 "5 + 5' 10"11 — 25' 8" it I— 5713 •+ 3'5" 5713 — 11' 1"8 -I 11'M Rv= 1168# U=190# W=4" Rv=1168# UT 1 vWt4"'- LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 LEFT JIG = 12'5"8 RIGHT JIG = 12'5"8 TAG = T17 SEQ = 16112 PLT. TYP.-WAVE FBC/TPI2002(STD)CQ1RT-1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.2500 PRESTIGE WARNING" TRUSSESREOUREEXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. 23451 TC LL 20.Opsf REF DATE 11-15-2006 LUMBER8SUPPLIESHIS- 91 (HANDLNG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 WONOFRIO DR.. SUITE 200, MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.Opsf TOP CHORDSHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIODCEILNG. Special Inspector BC DL 10.Opsf DRWG 00589Cb awoRTAHr FURNISH A COWOFTHIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Opsf J PROVISIONS OF NDS•97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEAMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADEOF 20GA ASTMA653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH TOT.LD. 40.0 Sf PO/A LEN. 250800 TRUSSDIVISIONFACEOFTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street DUR. FAC. 1 •25 SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSPhone: ( 321) f 9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILD WG DESIGNER. PER CHAPTER 2 ANSIrTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL FLORIDA BUILDING CODE • SECTION 1609. 132952 SPACING 24.0" TYPE HIPS D:(15545) Princeton Place / A3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP 02 120 mph wind, 15.00 ft mean hgt, ASCE 7.02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B. wind TCSotchord2x4SP #2 DL=5.0 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Bottom chord checked for 10.00 psi non -concurrent We bad. Calculated horizontal deflection Is 0.16" due to We bad and 0.17' due to dead bad. Deflection meets L1360 We and L/240 totalbad. 4'10"11 - 1 4'1"5 3'10" • 3'10" — — 4'1"5 -- 4-10.11 4X6 4X8 T2 4X6 12 W2 6 T1 W4 W3 2X3 2X3 5X12 3 5X12 T1 B2 N 3X6(A1) B1 B1 3X6(A1) 3 a 3 12 Rv=1167# U=193# W=4" 25'8" 911"8 3'8"8 1 3'8"8 91118 7'5" b Rv=1167# LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2LEFTJIG = 10'2*11 RIGHT JIG = 10711 TAG = T14 SEQ = 16115PLT. TYP.-WAVE FBC/rPi2002(STD)GyRT=1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.2500 PRESTIGE WARNING"RandalTRUSSESREOUREEXTREMECAREINFABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-/t INSTALLING Byrd, P.E. 23451 TC ILL 20.Opsf REF DATE 11-15-2006LUMBERdSUPPLIESHANDLINGANDBRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SURE 200, MADISON. WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0psf TOP CHORD HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEDWSHALLIn spectornspectorBC DL 10.Opsf 1alDRWG 9Cb PORTANT^ FURNISH A COW OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Opsf J PROVISIONS OF NOS/7 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T DIVISION TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A833 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE 2325 Jason Street TOT.LD. 40.0 Sf PO/A LEN. 250800 SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS THE DUR.FAC. 1.25 Pub: ( 321) 633-9393 COMPONENT DESIGN SHOWN. SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDINGDESIGNER, PER CHAPTER 2 ANSIrrPI 1.2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0' ITYPE HIPS FLORIDABUILDINGCODE -SECTION 1508. 32952 dace f A4 FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 20 SP #3 120 mph wind, 15.00 It mean hgt, ASCE 7-02. CLOSED bldg, Located anywhere In roof, CAT 11. EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. 01 hip supports 7-0-0 jacks with no webs. Deflection meets U360 We and IJ140 total load. THIS DWG. PREPARED BY THE ALPWE JOI 2 Complete Trusses Required Nailing Schedule: (12d Common _(0.148'x3.25•`min.)_nails) Top Chord: 1 Row ®1-2.00• o.c. Bot Chord: 1 Row @12.001 D.C. Webs : 1 Row ® 4" o.c. Use equal spacing between rows and stagger nags In each row to avoid splitting. Calculated horizontal deflection 1s 0.20• due to We bad and 0.21" due to dead bad. Left side jacks have 7-0-0 setback with 0-0.0 cant and 1-7-9 overhang. End jacks have 7-041 setback with 0-0.0 cant and1-7-9 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-7-9 overhang. I• 11'8" 7' 1- 5' 10" i • 5' 10" • i 7' 5X6 4X8 T2 5X6 12T6 T1 W1 W3 W2 0 in 5X12 B2 3 5X12 T1 4X6(F1) 1'B'e B1 4X6(F1) eh B 1 1 a 3 L 12 r 25'8' T 1 "8 ll 5'8"8 5'8"8 7'1 "8 I`'1 f• 11'5" 4920 Rv=2183# U=348# W=4" 4921 Rv=2183# 1t1=346# W=4" LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 LEFT JIG = 7'11"14 RIGHT JIG = 7'11"14TAG = T5 SEQ = 16121PLT. TYP.-WAVE FBC/rP12002(STO)Cq/RT-1.00(1.25y10(0) QTY= 1 PLIES= 2 TOTAL= 2 REV. 7.24.1230.16 SCALE=0.2500 PRESTIGE TRUSSES •••• USSESREOURGN EEXTREAffREFABRICATNG.HAIIOLNO,SH®PNG,NSTALLNGANDaRACwG. REFER Randal Byrd, P.E. TC LL 20.0TO psf REFLUMBER8 SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, W3 D'ONOFRIO DR., SURE 200. AMDISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 23451 TC DL 10.Opsf DATE 1 1-15-2006 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIODCELING. Special Inspector BC DL 10.Opsf DRWG 1058 gCl) IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Opsf J PROVISIONS OF NOS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T DIVISION TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT.LD. 40.0 Sf P O/A LEN. 250800 SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS THE C. 1.25 PhDne:(321) M93M COMPONENT DESIGN SHOWN. SUITABILITY AND USE OF THIS RESPONSIBILITY OFTHEBUILDNGDDESIGNER. PERCHAPTER2ANS TPI1-2002. THISDESIGN CONFORMS WITH THE NENT FORANYPARTICULARBUILDINGISYW4MerritIsland, FL SPACIHE NG SPACING24.0" TYPE HIPS FLORIDA BUILDINGCODE -SECTION f699. 3295'I D.:(1 b54b) Princeton Place / A5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. not located within 4.50 it from roof edge, CAT II, EXP B, wind TC Bot chord 2x4 SP 02 DL=5.0 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Calculated horizontal deflection Is 0.17' due to live load and 0.1 r due to dead bad. Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets L/360 live and U240 total bad. 12'10" 12'10* 5'11'7 6'10"9 6'10"9 i 5'117 Ic 25'8" 5'2"1 3'5" ~ 5'2'1 11'1 "8 11'1'8 Rv=1168# U=188# W=4" Rv=1168# U=1$8# Wt4"_ LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8'2 LEFT JIG = 14'6"1 RIGHT JIG = 14'6"1 TAG = T40 SEQ = 16105 PLT. TYP.-WAVE FBCRPI2002(STD)CO/RT-1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.2500 PRESTIGE w"U"'. TRUSSES REWIRE EXTREME CARE IN FABRICATING. HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. 23451 TC LL 20.0 Sf REF DATE 1 1-15-2006LUMBER & SUPPLIES HO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SURE 200. MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0PSf TOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGDCELNG. Special Inspector BC DL 10.0PSf 1058 DRWG gcbIMPORTANT- FURNISH A COW OF THIS DESIGN TOTHE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL 0.0PSf O/A LEN. 250800TRUSSDIVISION PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT.LD. 4O.OPSfFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THISDESIGN, POSITION CONNECTORS PER DRAWINGS 160AZ. THE DUR.FAC. 1.25SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSS THIS FOR PARTICULAR THE Phone; (321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF COMPONENT ANY BUILONG IS RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1.2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING SPECFLORDABUILDINGCODE -SECTION 1609. 32952 24.0" ITYPE o: ji aaga/ rnnceton dace r mo Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 it mean hilt, ASCE 7-02, CLOSED bldg, not located within 4.50 fl from roof edge, CAT it. EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psfnon -concurrent live bad. Calculatedhorizontal deflection Is 0.16" due to five bad and 0.16' due to dead bad. Deflection meets L/360 live and 1-/240 total load. 12' 10" 12'10" 4' 11'7 — 4'2"1 1 3'8"8 3'8"8 - 1 471 -- 4-11-7 — 12 25' 8" L J 9' 1'8 9'1"8 f' 1 7-5- Rv= 1167# U=189# W=4" b Rv= 1167# U=189# Wh;" - LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 LEFTJIG = 14'6'1 RIGHT JIG = 14'6"1 TAG = T41 SEQ = 16101 PLT. TYP.-WAVE FBC/TPI2002(STD)CWRT•1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.2500 PRESTIGE WARNING TRUSSESREOU9iEEXTREME CARE IN FABRICATING. HANDLING. SH9'PNG, INSTALLING AND BRACING. REFER TO HIB- 91 Randal Byrd, P.E. 23451 TC LL 20.0 Sf PREF DATE 11-1 5-2006 LUMBER6SUPPLIESHANDLINGINSTALLINGANDBRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O-ONOFRIO DR.. SUITE 200, MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0PSf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.0PSf DRWG 10589Cb FURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE UBC LL 0.0PSf J TRUSSDIVISION PROVISIONS OF NOS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT.Lo. 40.0 Sf PO/A LEN. 250800 FACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE DUR. FAC. 1.25 SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSFOR PARTICULAR Ptw 1e_ (321) 833-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BOLDING DESIGNER PER CHAPTER 2 ANSVTPI 1.2002. THIS DESIGN CONFORMS WITH THE 20W Merrit Island, FL SPACING 24.0" TYPE SPEC FLORIDABUILDINGCODE -SECTION 1609. 132952 A/ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :W5 20 SP #2: Bottom chord checked for 10.00 psf non -concurrent live load. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-7-9 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-7-9 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-7-9 overhang. Shim all supports to solid bearing. Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requiresverificationforaccuracy. 120 mph wind, 15.00 ft mean hgt. ASCE 7-02, CLOSED bddg, Located anywhere In roof, CAT II, EXP B, wind TC DL=5.0 psi, wind BC DL=5.0 psf. 1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. 5'10"12 10'4"6 7'7"13 6' 11 "4 b—+— 2' 2' —- 2' — 2' 1,9"3 7'0"13W4 Ic 12'10' 12'10' L J 7'1'8 5'6"8 5'10"4 7'1"12 13' 25'8" 7' 11'8" 7' --- 49" 4921 Rv=787# U=180# W=4" Rv=2756# U=403# W=4' Rv=823#dyul* W=4" LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8'2 LEFT JIG = 7'11" RIGHT JIG = 14'6"1 TAG = T4 SEQ = 16096 PLT. TYP.-WAVE FBC/TPt21102(STD)CWRT"1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.16 SCALE=0.2500 PRESTIGE WARNING.. TRUSSES REOUftE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. 23451 TIC LL 20.0 SfP REF DATE 1 1-15-2006LUMBER & SUPPLIES HB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 WoNOFRIO DR., SUITE 200. MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TIC DL 10.0PSf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGocELNG. Special Inspector BC DL 10.0PSf DRWG1058 gcb IMPORTANr• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.OPSf PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH TOT.LD. 40.OPSf O/A LEN. 250800TRUSSDIVISIONFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160A-Z. THE 2325 Jason Street DUR.FAC. 1.25SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSS Phone: (221) M9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THEBUILDING DESIGNER, PER CHAPTER 2ANSVTPI 1-2002. THISDESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING HIPSFLORIDABUILDINGCODE -SECTION IW9. 32952 24.0' TYPE lob:(15545) Princeton Place If HJI U THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 20 SP 02 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, Bot chord 20 SP #2 Dense wind BC DL=5.0 psf. Webs 2x4 SP #3 Bottom chord checked for 10.00 psi non -concurrent live bad. Hipjack supports 7-" setback jacks with no webs. Deflection meets V360 live and V240 total bad. 62# T r141 12'0'4 579 47'3 Rv=249# U=18 NAILED v of ih 9'10"13 2 . 9713 _ h Rv=470# U=180# W=11'5 Rv=371# U=180# NAILED LEFT RAKE = 27 LEFT JIG = 1076 RIGHT JIG = 12'1'8 TAG = T6 SEQ = 30497 PLT. TYP: WAVE FBCnP12002(STD)CWRT-1.00(1.25y10(0) QTY= 1 TOTAL= 1 REV. 7.24.1230.17 SCALE=0.5000 Byrd, P.E. TC LL 20.Opsf REFPRESTIGEANDRandalTRUSSESRDUNGIEXTREMECAREBRACING.REFERTOTRUSSES 23451 DATE 1 1-15-2006LUMBER & SUPPLIES UBLIHANDLING,SNIPPING,ATE INSTITUTE. HIB-B1 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE WSTRUTE, 5e] O'ONOFRIO DR., SUREZ00, BRACING). MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0psf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special InspectorP BC DL 10.Opsf DRWG1058 LMGANT^ FURN6H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLEFURNISH BC LL pS C/A LEN. 91013ao TRUSSDIVISION PROVISIONS OF NOS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A553 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT.LD . 40.OpSf FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 150 A-L THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS FOR PARTICULAR THE DUR.FAC. 1.25 Phone: (321) 633.93M COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT ANY BUILDING IS RESPONSIBILITY OF THE BUILDING DESIGNER PER CHAPTER 2 ANSVrPI 1.2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" HIP JACKFLORIDABUILDINGCODE• SECTION 1509. 132952 TYPE W(15545) Princeton Place / HJIUts Top chord 2x4 SP #2 Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 120 mph wind. 15.00 R mean h9t, ASCE 7-02. CLOSED bldg. Located anywhere In roof, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psi non -concurrent We bad. Deflection meets U360 five and U240 total bad. 3.14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT SPECIAL LOADS LUMBER DUR.FAC =1.25 / PLATE DUR.FAC.=1.25) TC - From 61 PLF at -2.22 to 61 PLF at 9.90 BC - From 4 PLF at -2.22 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 9.90 TC - -98 LB Conc. Load at 1.48 TC - 121 LB Conc. Load at 4.31 TC - 251 LB Conc. Load at 7.13 BC- -60 LB Conc. Load at 1.48 BC - 97 LB Conc. Load at 4.31 BC - 179 LB Conc. Load at 7.13 Right end vertical not exposed to wind pressure. 860 1210 2510 1— 1 5'12 } 2715 — - 2-9"15 --#-- 2-9"3 — T 5'6"2 1 4-3.11 9'10'13 9'9"13 2.1.7 — 970 179# Rv=680# U=305# W=5"11 Rv=759# U1 LEFT RAKE = 2'3" LEFT JIG = 1076 RIGHT JIG = 2'8'12 TAG = T15 SEQ = 16091 PLT. TYP.-WAVE FBC/TP12002(STD)CWRT=t.DD(1.25y1o(o) QTY= 3 TOTAL= 3 REV. 7.24.1230.16 SCALE=0.3750 WARNNG" Randal Byrd, P.E. TC LL 20.OpSf REF PRESTIGE TRUSSES REOURE EXTREME CARE N FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO 23451 DATE 11-15-2006LUMBER5SUPPLIES HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 10.0PSf TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIOCELING. Special Inspector BC DL 10.0PSf DRWG1058 9CFURTACOPYOFTHISDESIGNTOTHEINSTALLATIONSTALLATIONCONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.OPSf O/ A LEN. 91013 JPROVISIONSOFNDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT.LD. 40.OPSf TRUSSDIVISIONFACEOFTRUSSAND. UNLESS OTHERWISE LOCATED ON This DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•2. THE DUR. FAC. SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSS1.25 Prone: ( 321) 633-9= COMPONENT DESIGN SHOWN. THE RESPONSIitLrrYOFTHEBALDINGDES* NER. PER CHAPTER 2 ANSVIPILITY ANDUSEOFTHISCOMPONENT002. THIS DESIGNIT SIGNCONFORMSWHT E2004 Merrit Island, FL SPACING 24.0" HIP JACK FLORIDABALDINGCODE• SECTION I W9 32952 TYPE lob:(15545) Princeton Place f tJi Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Deflection meets U360 live and L1240 total bad. 2X4 T4'J 7' R=413 8U=180# W=8- THI5 DWG. FREPAREU BY THh ALYINh JUI3 UtSIGNhK YKUGKAM I-KUM TKU55 MFK'5 LAYUUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-02. CLOSED bldg. not located within 4.50 ft from roof edge. CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psi non -concurrent live load. Rv=187# U=180# NAILED 4n 0 i+7 Rv=129# VMS NAILED LEFT RAKE = 1'8'2 LEFT JIG = 7'11"14 RIGHT JIG = 87"11 TAG = T10 SEQ = 61899 PLT. TYP: WAVE FBGTPI2002(STD) CWRT-1.00(1.25y10(0) QTY= 4 TOTAL= 4 REV. 7.24.1230.16 SCALE=0.5000 WARNNG•• Randal Byrd, P.E. TC LL 20.Opsf REF PRESTIGE TRUSSES REWIRE EXTREME CARE N FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO 23451 DATE 1 1-15-2006LUMBER6SUPPLIES HI&D1 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O-ONOFRIO DR., SURE 200, MADISON. WI.53719) FOR SAFETYPRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0psf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIOCELNG. Special Inspector BC DL 10.0psf DRWG1058 LMGIMPORTANT-, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Opsf O/A LEN. 7PROVISIONSOFNDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A553 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT.LD. ' 40.OpsfTRUVSSDIVISIONFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 150 A-Z. THE DUR. FAC. 1.25- SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS BULDNG THE Ptom: MI) 633.93M COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR IS RESPONSIBILITY OF THE BUILDING DESIGNER. PER CHAPTER 2 ANSVrPI 1.2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit island, FL SPACING 24.0' EJACKFLORIDABUILDINGCODE -SECTION 1509. 32952 ITYPE lob:(15545) Princeton Place f tJ/A Top chord 20 SP #2 Bot chord 20 SP #2 Deflection meets U360 live and L/240 total bad. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR•S LAYOUT 120 mph wind, 15.00 fl mean hgt, ASCE 7-02, CLOSED bldg, not located within 4.50 R from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psi non -concurrent We bad. Shim all supports to sold bearing. Rv=185# U=180# NAILED T 77 M N V L+3sO M c0 Rv=41# U6180# W=4' 7 Rv=129# U=180 NAILED LEFT RAKE = 1'8'2 LEFT JIG = 7'11'14 RIGHT JIG = 2'0'4 TAG = T18 SEQ = 16076 PLT. TYP.-WAVE FBCNP=2(STD)CWRT-1.00(1.25y10(0) QTY= 10 TOTAL= 10 REV. 7.24.1230.16 SCALE=0.5000 WING•• Randal Byrd, P.E. TC LL 20.OPSf REF PRESTIGE TRUSSES REOURE EXTREME CARE N FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 3451 DATE 11-1 5-2006LUMBER6SUPPLIESMADISON. Wt. 53719) FOR SAFETY PHANDLINGINSTALLINGANDBRACING). CTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESSNOTHERWISE INDICAOFRIODR.. SUITE TED, TC DL 10.0PSf TOPRIGIDCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELSAND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED nspectorInspector 10.0PSf DRWG1058BCOL 9 WIMPpRTANr• FURNISHRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL PS O/A LEN. 71PROVISIONSOFNOS•97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AREMADE OF 20GA ASTMA653 GR40GALV. STEEL EXCEPTAS NOTED. APPLY CONNECTORSTO EACH 2325 Jason Street TOT.LD. 40.OPSfTRUSSDIVISIONFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS ISO A-Z. THE DUR. FAC. 1.25SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBLITYSOLELYFORTHETRUSS Phone: (321) 03.9391 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBLITYOF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVrPI 1.2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0' EJACK FLORIDABUILDINGCODE -SECTION 1609. 132952 TYPE I0D:(10"!)) rnnceton dace f t JS Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Deflection meets U360 live and L/240 total bad. 2X4(P T 4-3 1 v=337# U=1180# W=8" 5' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 it mean hgt, ASCE 7-02. CLOSED bldg, not located within 4.50 fl from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, Wind BC DL=5.0 psf. Bottom chord checked for 10.00 psi non -concurrent live bad. Rv=127# U=180# NAILED M O_ N Rv=90# U-1180# NAILED LEFT RAKE = 1'8"2 LEFT JIG = 5'9"1 RIGHT JIG = 6712 TAG = T7 SEQ = 61882 PLT. TYP.-WAVE FBClrP12002(STD)CgfRT=1.00(1.25y10(0) QTY= 2 TOTAL= 2 REV. 7.24.1230.16 SCALE=0.7500 wAw+INc Randal Byrd. P.E. TC LL 20.OpSf REF PRESTIGE TRUSSES REQUIRE EXTREME CARE N FABRICATING. HANDLING. SHIPPING. WSTALL24G AND BRACING. REFER TO 23451 DATE 11-15-2006LUMBER8SUPPLIES HI6-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 10.0PSf S. ALLHAVE PROPERLY ATTACHED STRUCTURAL PANEL'SAND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Inspectornspector BC DL 10.0PSf DRWG1al LMGIMPORTANr FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.OPSf O/A LEN. 5J TRUSS DIVISION PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT.LD. 40.OPSfFACEOFTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE DUR.FAC. 1.25SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSS THIS FOR PARTICULAR BUILDING IS THEPhom: (321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF COMPONENT ANY RESPONSIBILITY OF THE BUILDING DESIGNER. PERCHAPTER 2ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE2004 Merrit Island, FL FLORIDA BUILDING CODE -SECTION 1809. 32952 SPACING 24.0" TYPE JACK D:(1 bD45) t-nnceton dace i ujob Top chord 2x4 SP 02 Bot chord 2x4 SP 02 Deflection meets LJ360 We and U240 total bad. 2 T L Rv=125# U=180# NAILED TjrMa 150 O N N 11 Rv=338# U6180# W=4- 5- Rv=90# U=180# NAILED THIS DWG. PREPARED BYTHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt. ASCE 7-02. CLOSED bldg. not located within 4.50 ff from roof edge, CAT It. EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psi non -concurrent We bad. Shim all supports to solid bearing. LEFT RAKE = V8"2 LEFT JIG = 571 RIGHT JIG = 274 TAG = T19 SEQ = 16080 PLT. TYP: WAVE FBWPI2002(STD)CWRT"1.00(1.25y10(0) CITY= 6 TOTAL= 6 REV. 7.24.1230.16 SCALE=0.5000 PRESTIGE WAar4NG" TRUSSES REQUIRE EXTREME CARE N FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. 23451 TC ILL 20.Opsf REF DATE 1 1-15-2006LUMBER8SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 553 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0psf TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.Opsf DRWG1058 9CbIMPORTAI FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Opsf 5 PROVISIONS OF NDS97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 40.OpsfTRUSSDNISIONFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAWINGS 160 A-Z. THE 2325 Jason Street TOT.LD. O/A LEN. DUR.FAC. 1.25SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSS Phone: (321) 533-MM COMPONENT DESIGN SHOWN. THE SUITABILITY AND USEOF THIS COMPONENT FOR ANYPARTICULAR BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING JACKFLORIDABULDINGCODE -SECTION 1609. 32952 24.0" TYPE IOD:(1054t)) Yr(nceton dace f 1:J3 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Deflection meets U360 Ova and 1./240 total bad. 2X4(A1 T 3 1 THIS DWG. PREPAREO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 It mean hgt, ASCE 7-02, CLOSED bidg, Located anywhere In roof, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checkedfor 10.00 psf non -concurrent live bad. Rv=61# U=180# NAILED 3' 1'6- R, v=26M U=180# W=8' Rv=50# U1180 , NAILED LEFT RAKE = 1'8'2 LEFT JIG = 3'6'4 RIGHT JIG = 47*14 TAG = T8 SEQ = 61889 PLT. TYP.-WAVE FBCrrPI2002(STD)C 1RT-1.00(1.25y10(o) QTY= 2 TOTAL= 2 REV. 7.24.1230.16 SCALE=1.0000 WARNING• Randal Byrd, P.E. TC LL 20.OpSf REFPRESTIGETRUSSESREWIREEXTREMECAREINFABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 23451 DATE 11-15-2006LUMBER6SUPPLIES MG-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D•ONOFRIO DR., SURE 200. MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0psf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.0pSf DRWG1058 LMGPORTAt • FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL O.Opsf 3JPROVISIONSOFNDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT ASNOTED. APPLY CONNECTORS TO EACH 40.0 sfTRUSSDIVISIONFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS ISO A-2. THE 2325 Jason Street TOT.LD. p O/A LEN. DUR. FAC. 1.25f ® SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS Phone: (321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2ANSVTPI 1.2002. THIS DESIGN CONFORMS WITH THE 2004 Merril Island, FL SPACING JACKFLORIDABUILDINGCODE -SECTION 1609. 132952 24.0" TYPE Top chord 2x4 SP 02 Bot chord 2x4 SP 02 Deflection meets L/360 live and U240 total load. 2X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 R mean hilt, ASCE 7-02, CLOSED bldg. Located anywhere In roof, CAT II, EXP B, wind TC DL=5.0 psi, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live bad. Shim all supports to solid bearing. Rv=61# U=180# NAILED it Rv=269# U=18 # W=4" 3' Rv=49# U=1'80 NAILED LEFT RAKE = 1'8"2 LEFT JIG = 3'6"4 RIGHT JIG = 2'0"4 TAG = T20 SEQ = 16084 PLT. TYP.-WAVE FBC/fP12002(STD)Cq/RT-1.00(1.26Y10(0) QTY= 6 TOTAL= 6 REV. 7.24.1230.16 SCALE=1.0000 PRESTIGE WARNING•• TRUSSES REQUIRE EXTREME CARE N FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. 23451 TC LL 20.OPSf REF DATE 1 1-15-2006LUMBER6SUPPLIESHIB&91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 553D'ONOFRIODR., SUITE 200. MADISON. W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0PSf TOP CHORD SHALL RAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOMCHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.0PSf DRWGg%g' 1058 gcb IMPORTANT'• FURNISH A COPY OF THISDESIGN TO THE INSTALLATION CONTRACTOR. THISDESIGN CONFORMS WITH APPLICABLE BC LL O.OPSf J PROVISIONS OF NDS•97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTMA657 GR40 GALV. STEEL EXCEPT ASNOTED. APPLYCONNECTORS TO EACH 40.0 3TRUSSDIVISIONFACEOFTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWNGS160A•2.THE 2325 Jason Street TOT.LD. sf O/ALEN. SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CPDURYAC. 1.25 PI10Ne: 1321) 533.921M COMPONENT DESIGN SHOWN. THE SUITABLY' AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSEN T' OF THE BUILDING DESIGNER, PERCHAPTER 2ANSVTPI 1.2002. THISDESIGN CONFORMS WITH THE 20W Merrit Island, FL SPACING 24.0" TYPE JACKFLORIDABUILDINGCODE• SECTION IW9. 132952 I0D:(1WAD) rrinceton rlace 7 1.J1 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Deflection meets U360 Ova and 1J240 total load. 2X4(A1 T i Rv=-61# U=180# NAILED T s 1 f 1 — 1'6- Rv=267#U=180# W=8- Rv=-18# U= NAILED 1 R1J UWta. rHcrAHCu Or I nr FkLraNc .IVD ucanam CR rmu%j v M rmum I muaa MrR J LATUU I 120 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg. Located anywhere In roof, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent five load. LEFT RAKE = 1'8'2 LEFT JIG = 1712 RIGHT JIG = 2'8.1 TAG = T9 SEQ = 69888 PLT. TYP.-WAVE FBC/r130002(STD)CWRT-1.00(1.25y10(0) CITY= 2 TOTAL= 2 REV. 7.24A230.15 SCALE=1.0000 PRESTIGE LUMBER 6 SUPPLIES TRUSS DIVISION f ® Phone: (321) 633.9393 WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TOH3-91 (HANDLING INSTALLINGAND BRACING), PUBLISHED BY TPI (TRUSSPLATE INSTITUTE, 583O'ONOFRIO DR., SUITE 200, MADISON, WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, OP CHORDSHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE APROPERLY ATTACHED T IMPORTANT- FURNISH ACOPY OF THISDESIGN TOTHE INSTALLATION CONTRACTOR. THISDESIGN CONFORMS WITH APPLICABLE PROVISIONS OFNDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE of 2ocA ASTMABS3GRAD CALV. STEEL EXCEPT AS NOTED. APPLYCONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. THESEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ENT FOR ANY PARTICULAR BUILDING IS5 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER CHAPTER2 ANSVTPN20022. THIS DESIGNCONFORMSWITH THE2004 FLORIDA BUILDING CODE -SECTION 1509. Randal Byrd, P.E. 23451 Special Inspector 1058 2325 Jason Street Merril Island, FL 32952 TC LL 20.Opsf TC DL 10.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 4O.Opsf REF DATE 11-15-2006 DRW G JRS O/A LEN. 1 I DUR. FAC. 1.25 SPACING 24.0- TYPE JACK D:(iaova) rr(nceton race / Ljirs Top chord 2x4 SP #2 Botchord 2x4 SP #2 Deflection meets U360 live and L/240 total bad. 2X4(Al) 6 T Ti i0 Ns=267# U=18 # W=4" 1 Rv=-30# U=180# NAILED Rv=-49# 0=180# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt. ASCE 7-02, CLOSED burg, Located anywhere In roof, CAT II, EXP B, wind TC DL=5.0 psf, Wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Shim a0 supports to solid bearing. LEFT RAKE = 1'8"2 LEFT JIG = V312 RIGHT JIG = 2'0"4 TAG = T22 SEQ = 16087 PLT. TYP: WAVE FBC/rP12002(STD)CWRT=1.00(1.26y10(0) QTY= 5 TOTAL= 5 REV. 7.24.1230.16 SCALE=1.0000 PRESTIGE WARNING" TRUSSES REQUIRE EXTREMECARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. 23451 TC LL 20.Opsf REF DATE 11-15-2006LUMBER & SUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SURE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC OL 10.0PSf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIDCELING. Special Inspector BC DL 10.0PSf DRWG1058 gcbETA , FURNISH A COPY OF THIS DESIGN TOTHEINSTALLATION CONTRACTOR. THISDESIGN CONFORMS WITH APPLICABLE BC ILL O.OPSf 1 ao-PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT ASNOTED. APPLY CONNECTORS TO EACH 40.OpsfTRUSSDIVISIONFACETRUSSAND, OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT. LD. O/A LEN. OF UNLESS FOR DUR. FAC. 1.25SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYTHETRUSS THE AND USEOF THIS COMPONENT FORANY PARTICULAR BUILDING IS THE Ph&*: (321) &1.3-9393 COMPONENT DESIGN SHOWN. SUITABLITY RESPONSIBILITY OF THE13ULDING DESIGNER, PER CHAPTER 2ANSIrTPI 1.2002. THISDESIGN CONFORMS WITH THE 20U Merrit Island, FL JACKFLORIDABUILDINGCODE - SECTION 1609. 32952 SPACING 24.0" TYPE Tru'ss labels are for quantity verification only. Framer to verify label/profile with engineering prior to erection NGER SCHEDULE TIUM REARM HILT SOW" M..A..4.a_ AAf Aarp O S IDMt Mid u r Ma M/M11 AAr. O10'-0" ELEV. e WW Hens 0 ONOIA In= OEM LOLL. 20 paL T. P.aL L9= 10 PP LL 0 TOTAL 40 p.Lt TOTAL P.LE END SPEO) 12D mph fACTgt DWTXN FACMR 1.25 APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS SQUARE CUT OVERHANG 40 POUND LOADING 12 B 21 V-6" BRG. UNLESS NOTED OTHMVASE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOIIN DO NOT CUT OR ALTER TRUSSES UMTHOUT AUTHORIZATION FROM THIS OFFICE 1H5 OFFICE MUST BE MOT O WIIN 10 DAYS OF 9FMXT OF AN1' BRONEII COMPO OCIS AND/CR MSSNO PEL7;S. NO BACKCHAIM UIL BE HOLM D. WARNING CON0F1DNFL NIMMe OFLOI AID PEXIIIMEIII NMOD 6 W VIE NmVF asm W K Am DODQ WMfACeNQ OI SXIM FM== Am= t1e.'MO am W W=0 A KmI IE AM A61IA01O CKCM WOW UM 6 AMIS Rl>IIED A FEW =*L= AND OOSDIID MILD F OMM AND PCIN WIROOD OM MY K ImM1D N gum APIIA =M 11 VUM MW MW Qawmw MD INMM SWL t IBIMlm N A =NW MD PAW POIO1EM IDSEAISD 6 NM DMLEY ID 1m M WM W= OOS LEY SAL E MOOD AS SWO (M W 0100MD ILO 10M SILL I M1Mm NII KAMYMiCAR NNID GW= AW= W&W DA PWMK OAK NOTE: R IS DE ROFONSMM OF TIE UJIUM OESIOER OR AR09W TO PROW AN APPROWt X COMECDON FOR TRUSSES M SUPPWW SIRUCIURE PER REXM 91O111 01 TRUSS ENCIEQSC SPECIAL oONSOFRAt1O16 FOR MEOIANPX EQUIPMENT AND/OR PJACM (AND MM 0MECOO115) IN MISS SPACE MIST BE DIAGRAMED BY SAM O1 APPROrED TRUSS LAYOUT PA" M FAODCATIOI PKM LIIMI MAC 6 A KW 1WWXM M A130=IIa AR Wm 10 1D0 0000 N EIG 1-I M tMM IPUMUTAT. M7 CMX 6 O5MM MN IMP06HIES AND a UM M FOX EE CO6NUCIOI DENK OAM M DOM M OXMIID R IMMU O MD MAM O' UM MM XIM 61 PICM LOW CO. NC APPROVAL SIGNATURE YOON 9GNATM UIL AOOIOIFDCE: 1) AUI CIRZAT1ON TO PF=n NTH FAMWAML 2) YEFiICATXN OF ALL DeENSIOR& OCNMICNS, CUM= ROOF WON. HEM NEXM BYONANGS M 3) 1RUSSiS UL K MADE IN STRICT ACCOtDANCE M TMS MIS IAMB 4) 1 NAYS READ NO M3WA D ALL NOW AND IIARTNGS O1 1M5 PALE NO AGREE 10 BE BOLD BY TMMI S0m 1111 OAT X" a mo sm M r w oM MMm MAwr Moos) S .DID Am A ®ww HDODL7 tea.. ..I>. cssDIVISION Place TRUSS INDEX COVER SHEET oF"ICE Job Identification = 15545A Builder = SCHUMAKER CONSTRUCTION Location = Princeton Place County = Seminole County PRESTIGE LUMBER & SUPPLIES A FULL SUPPLY OF BUILDING AND PRE ENGINEERED ROOD PRODUCTS 5100 KORBIN AVE PH: 321-533-9393 ROCKLEDGE FL 32956-1046 FAX 321-633-0392 is package con ains Building Code: FBC-2004/SECTION 1609 8 truss drawin s. Wind Design: FBC-2004/TPI 1-02 ASCE 7-02 Truss Software Design:Alpine View Version 7.2 Name Address and License # of Structural Engineer of Record, If there is one, for the bldg. Name: License # Address: N/A N/A City. State: With my embossed seal affixed to this sheet,) hereby certify that this serves as an index sheet in conformance with Rules 61 G15-31.003 and 61 g15-23.002(2) of the Florida Board of Professional Regulation. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached.Refer to the individual truss drawings for the design loads applied. The suitability and use of each component for any particular building is the responsibilty of the building designer,per ANSI/TPI 1-2002 Sec.2 and ANSI/tpi/wtca 4 Section 2-4 ITrussID's Al A2 A3 H J10 EJ7 CJ5 CJ3 CJ1 P•.• \CENSF••y'? 23451 F. Randal Byrd,P. 34 Special Inspect" to, 2325 Jason Stre Merrit Island,F1 32952 PLANS REVIEWED CITY OF SANFORD Note: Each individual truss design is valid only if printed on Alpine paper (Alpine title block with notes on the back)and must contain a copy of the engineers ink stamp signifying the review of each individual truss design drawing. ALPINE 7 ALPINE ENGINEERED PRODUCTS, INC. POMPANO BEACH, FLORIDA IDD:tl oDaoH) rnnceton rlace i HT Top chord 2x4 SP 1t2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Deflection meets U360 live and U240 total load. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt. ASCE 7-02. CLOSED bldg, not located within 4.50 It from roof edge, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. 10, 10, -I 574 } 4'8"12 -+- 4'8"12 574 eve 20' L 6' 810"1 6' Rv=928# U=1180# W=8" Rv=928# U=11'80 . LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 LEFT JIG = 11'4"1 RIGHT JIG = 1 VVII TAG = T3 SEO = 69919 PLT. TYP.-WAVE FBCfTP12002(STD)CQIRT=1.00(1.25y10(0) OTY= 2 TOTAL= 2 REV. 7.24.1230.15 SCALE=0.2500 WARNING- Randal Byrd, P.E. TIC LL 20.OPSf REFPRESTIGETRUSSESREQUIREEXTREMECAREWFABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO 23451 DATE 11-15-2006LUMBER8SUPPLIES HG-91 (HANDLING WSTALLWG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, W1.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TIC DL 10.0PSf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS 4ND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspectorp 10.0PSf91058BCDL DRWG J RSIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC ILL 0.0Ps 20JPROVISIONSOFNDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ARE MADEOF20GA ASTM A653 GR30 GALV. STEEL EXCEPT AS NOTED. APPLYCONNECTORS TO EACH 4O.OPSfTRUSSDIVISIONALPINECONNECTORS FACE TRUSS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT.LD. O/A LEN. OF AND, UNLESS OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSSSEALONTHISDRAWINGINDICATESACCEPTANCEANDOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHE DUR.FAC. 1.25 Phw*.(321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY USE RESPONSIBILITY OF THE BUILDING DESIGNER. PER CHAPTER 2 ANSYTPI 1-2002. THIS DESIGN CONFORMS WITH THE 20W Merrit Island, FL SPACING COMNFLORIDABUILDINGCODE -SECTION IW9.' 32952 24.0" TYPE D:(15545A) rrinceton dace i At Top chord 2x4 SP #2 :T2 2x6 SP #1 Dense: Bot chord 2x4 SP #2 Webs 2x4 SP #3 Deflection meets U360 live and U240 total load I MIb UVVU. rHtrAHtU tlT I nt ALMNIZ JUD Utawlrtn rnULOKAM rKUM I nuaa MrK a LATUU I 120 mph wind, 15.00 It mean hgt. ASCE 7-02, CLOSED bldg. not located within 4.50 ft from roof edge, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. 9 —1 9' 574 --- +— 3-8"12 — 1 2' 3-8"12 -- — 574 5X5 T2 5X5 12 T1 8 3 W2 2X3 r> v W 1 VV2 T1 3X4(A1) 3X4(At ) a-3 4 5X5 B2 61 20' _ I 6' 8' 6' --- Rv=928# Ud80r', 0 W=8" Rv=928#8. LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 LEFT JIG = 10711 RIGHT JIG = 10711 TAG = T2 SEQ = 30514 PLT. TYP.-WAVE FBCfTP12002(STD)CyRT=1.00(1.25y10(0) QTY= 2 TOTAL= 2 REV. 7.24.1230.17 SCALE=0.2500 PRESTIGE LUMBER 8 SUPPLIES 5 0 TRUSS DIVISION Plane: (321) 633-9393 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.583 DIONOFRIO DR., SURE 200. MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTDESIGN SHOWN. THESUITABILITYAND USEOF THIS COMPONENT FOR ANYPARTICULAR BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI 1-2002. THIS DESIGN CONFORMS WITH THE 2004 FLORIDA BULDINGCODE -SECTION IW9. Randal Byrd, P.E. 23451 Special Inspector p#1058 2325 Jason Street Merril Island, FL 32952 TIC LL 20.Opsf TIC DL 10.Opsf BC DL 10.0psf BC LL 0.0PSf TOT. LD. 40.0pSf REF DATE 1 1-15-2006 DRWG LMG O/ A LEN. 20 DUR. FAC. 1.2 cJ SPACING 24.0" TYPE HIPS D:(1 WAbA) rnnceton dace r A3 THI5 UWG. PKEPAKEU BY THE ALPINE JOB UL51GNLK PKUUKAM FKOM TKU55 MIK-5 LAYOUT Top chord 2x4 SP 02 120 mph wind, 15.00 ft mean hgt, ASCE 7-02. CLOSED bldg. Located anywhere in roof, CAT 11. EXP B. wind TC DL=5.0 psf, Bot chord 2x4 SP P2 wind BC DL=5.0 psf. Webs 2x4 SP 03 Bottom chord checked for 10.00 psf non -concurrent live bad. 1 hip supports 7-" jacks with no webs. Lek side jacks have 7-0-0 setback with 0-0-0 cant and 1-7-9 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and Deflection meets U360 We and L/240 total bad. 1-7-9 overhang. Right side jacks have 7-0-0 setback With 0-0-0 cant and 1-7-9 overhang. i— 6' 7' 3' — 1 3' 7' 4X8 2X3 T2 4X8 12 6 f7 T1 W1 r) W1 W2 W1 Ti 4X5(A2) 4X5(A2) B1 2X4 5X6 2X4 B1 20' 4 Rv=1693# 4921 4921$ OF ,6W W=8" Rv=1693# Ll:` 7* W=8" LEFT RAKE = 1'8"2 RIGHT RAKE = 1'8"2 LEFT JIG = 7'11"14 RIGHT JIG = 7'11"14 TAG = T1 SEO = 69916 PLT. TYP.-WAVE FBWP12002(STD)CWRT=1.00(1l.25yf0(0) OTY= 2 TOTAL= 2 REV. 7.24.1230.15 SCALE=0.2500 WARNWG•• Randal Byrd, P.E. TC LL 20.OpSf REF PRESTIGE TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO 23451 DATE 1 1-15-2006LUMBER & SUPPLIES HIB-91 (HANDLINGINSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563O-ONOFRIOOR., SUITE 200, MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0PSf TOP CHORDSHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, Innspectorspector BC DL 10.0PSf DRWG1058 JRSIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL OOPS O/A LEN. 20rItPROVISIONSOFNDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT.LD. 40.0PSfTRUSSDIVISIONFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE DUR.FAC. 1.25SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSS Phone: (321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2ANSVTPI 1.2302. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" HIPSFLORIDA8UILDWGCODE -SECTION 16D9. 132952 TYPE IOD:(TDO4DA) rrinceton rlace i mi I Top chord 2x4 SP #2 Bot chord 2x4 SP 102 Dense Webs 2x4 SP #3 Hipjack supports 7-0-0 setback jacks with no webs. 620 tr 12'0"4 I HIJ UWG. I`KtYAKtU by IKt ALPINt JUB UtSIGNtK PKUUKAM I-KUM TKUSS MFK'S LAYUUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-02. CLOSED bldg, Located anywhere In roof, CAT 11. EXP B, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live bad. Deflection meets U360 live and U240 total bad. T 579 4'7"3 Rv=249# U=11804 NAILED v o> i+7 9'10"13 22 . 9'9"13 _ h Rv=470# U1= 8'0# W=11"5 Rv=371# U=1180# NAILED LEFT RAKE = 27 LEFT JIG = 107"6 RIGHT JIG = 12'1"8 TAG = T6 SEQ = 69910 PLT. TYP.-WAVE FBC/TP12002(STD)Cq/RT=1.00(1.25y10(0) QTY= 4 TOTAL= 4 REV. 7.24.1230.15 SCALE=0.5000 PRESTIGE WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO Randal Byrd, P.E. 23451 TIC LL 20.Opsf REF DATE 11-15-2006LUMBERBSUPPLIES MG-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583D'ONOFRIO DR.. SURE 200. MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 10.0psf TOP CHORDSSHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOMCHORD SHALL HAVE A PROPERLY ATTACHED RIGID Inspectornspector BC DL 10.Opsf DRWG1al058 JRSIMPORTANT"• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC ILL O.Opsf O/A LEN. 91013TRUSSDIVISION PROVISIONOF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND STPI. ALPINE CONNECTORS ARE MADE OF20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 2325 Jason Street TOT.LD. 40.Opsf FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON This DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE DUR. FAC. 1.25 SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSFOR PARTICULAR THE Phone: ( 321) 633-9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT ANY BUILDING IS RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI1.2002. THIS DESIGNCONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" HIP JACK FLORIDABUILDINGCODE - SECTION 1609. 32952 TYPE IOD:(1bb4bA) vrinceton dace f tit Top chord 2x4 SP #2 Botchord 2x4 SP #2 Deflection meets U360 live and U240 total load. 2X4 T4-31 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt. ASCE 7-02. CLOSED bldg. not located within 4.50 tt from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live load. Rv=187# U=180# NAILED o_ ih 1 7' Rtr=413#6 U#,j W=8" Rv=129# U", l,80#, NAILED LEFT RAKE = 1'8"2 LEFT JIG = 7'11"14 RIGHT JIG = 8711 TAG = T10 SEO = 69913 PLT. TYP.-WAVE FBCrrP12002(STD)CWRT=1.00(1.25y10(0) OTY= 8 TOTAL= 8 REV. 7.24.1230.15 SCALE=0.5000 WARNING•• Randal Byrd, P.E. TC LL 20.Opsf REF PRESTIGE TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 23451 DATE 1 1-15-2006LUMBER & SUPPLIES MADISON. WI. 57719) FOR SAFETY PRACTICES PRIOR TOLINGINSTALL04GANDBRACING). PERFORMING THESE FUNCTIONS. UNLESS OTHERWISEDBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR)0 DR.. SINDICAUITE TED. TC DL 10.Opsf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL RAVE A PROPERLY ATTACHED RIGmcELING. Special Inspector 10.Opsf1058BCDL DRWG JRSIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR THIS DESIGN CONFORMS WITH APPLICABLE BC LL .OpS 7PROVISIONSOFNDS•97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI' ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH 40.OpsfTRUSSDIVISIONFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT.LD. O/A LEN. OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSSSEALONTHISDRAWINGINDICATESACCEPTANCE THESUITABILITY ANDUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ISTHE DUR. FAC. 1.25 Phone: (321) 633-9393 COMPONENT DESIGN SHOWN. RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSUTPI 1.2002. THIS DESIGN CONFORMS WITH THE 2W4 Merrit Island, FL SPACING 24.0" EJACKFLORIDABUILDINGCODE• SECTION IW9. 32952 TYPE JOD:t 10040MI rnnCULD11 rla C& I LiJD Top chord 2x4 SP #2 Bot Chord 2x4 SP #2 Deflection meets U360 rive and U240 total bad. 2M(F T 33 1 I v=337# TU.,a—,1,6 #1`W=8" 5' I HIS UWU. PKLFAKtU BY 1 Ht ALPINt JUU Ut51UNtK PKUUKAM FROM TRU55 MFR'5 LAYOUT 120 mph wind, 15.00 ft mean hgt. ASCE 7-02, CLOSED bkfg, not located within 4.50 ft from roof edge, CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live bad. Rv=127# U=180# NAILED co o_ N Rv=90# U1.64 NAILED LEFT RAKE = 1'8"2 LEFT JIG = 571 RIGHT JIG = 6712 TAG = T7 SEO = 69907 PLT. TYP.-WAVE F8WP12002(STD)CQ1RT-1.00(1.25y10(0) OTY= 8 TOTAL= 8 REV. 7.24.1230.15 SCALE=0.7500 WARNING" Randal Byrd, P.E. TC LL 20.0 SfP REFPRESTIGETRUSSESREQUIREEXTREMECAREINFABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO 23451 DATE 11-15-2006LUMBERBSUPPLIES HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SURE 200. MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 10.0PSf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGDCELING. Special InspectorpBC 10.0PSf 1058 DL DRWG JRSIMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THISDESIGN CONFORMS WITH APPLICABLE BC LL 0.0PSf O/A LEN. 5TRUSSDIVISION PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORSE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH PER THE 2325 Jason Street TOT. LD. 40.OPSfFACEOFTRUSSAND, UNLESSAROTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS DRAWINGS t60 A-Z. PROFESSIONAL ENGINEERING RESPONSIBLY SOLELY FOR THE TRUSS SEALONTHISDRAWINGINDICATESACCEPTANCEOFANDTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEDUR.FAC. 1.25 PtWbl ( 321) 633.9393 COMPONENT DESIGN SHOWN. THE SUITABILITY USE OF RESPONSIBILITY OF THE BUILDING DESIGNER, PER CHAPTER 2 ANSVTPI1-2M. THIS DESIGN CONFORMS WITH THE 2004 Merrit Island, FL SPACING 24.0" JACK FLORIDABUILDINGCODE -SECTION 1609. 32952 1 TYPE IoD:(i oo4DA) t-rinceton dace 7 L.J3 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Deflection meets U360 live and U240 total bad. 2X4(A1 T 3 1 I f11J UVVO. rKtI"AKtU OT I Kt ALYINr JUn UtJI%4NtK rKuu KAm rKum I Ku JD MrK J LATUU 1 120 mph wind, 15.00 It mean hgt, ASCE 7-02. CLOSED bldg. Located anywhere in roof, CAT It. EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live bad. Rv=61# U=180# NAILED 3, _ I 1 6" Rv=268; U-511*80# W=8" Rv=50# U=18r## NAILED LEFT RAKE = 1'8"2 LEFT JIG = 3'6"4 RIGHT JIG = 47"14 TAG = T8 SEQ = 69904 PLT. TYP.-WAVE FBC/TPI2002(STD)CgrRT=1.00(1.25y10(0) QTY= 8 TOTAL= 8 REV. 7.24.1230.15 SCALE=1.0000 PRESTIGETRUSSES LUMBER B SUPPLIES WARNING•• REOUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SURE 200. MADISON.W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOPRIGIDCHORDS ALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEDCEILING.spector Randal Byrd, P.E. 23451 In1alnspector TC LL 20.Opsf TC DL 10.0psf BC DL 10.Opsf REF DATE 11-15-2006 DRWG JRS l i TRUSS DIVISION PMn9: (321) 633.9393 UIIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS•91(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF20GAASTMA653GR40GALV.STEEL EXCEPT ASNOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELYFOR THE TRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFT E BUILDING DESIGNER, PER CHAPTER 2 ANSVrP002TTHIS DESIGN CONFORMS WITH THE 20M FLORIDA BUILDING CODE -SECTION 1609. 2325 Jason Street Merrit Island, FL 32952 BC LL PS TOT.LD. 40.OPSf O/A LEN. 3 DUR.FAC. 1.25 SPACING 24.0" TYPE JACK D:(15545A)yrinceton dace / (:J1 Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Deflection meets U360 live and U240 total bad. 2X4(A1 1 Rv=-61# U=180# NAILED 1 1 1' 16" Rv=267; U=180# W=8• Rv=-18# U=180# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-02. CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Bottom chord checked for 10.00 psf non -concurrent live bad. LEFT RAKE = 1'8.2 LEFT JIG = 1712 RIGHT JIG = 2'8.1 TAG = T9 SEQ = 69901 PLT. TYP.-WAVE FBWPI2D02(STD)CWRT=1.00(i.25yto(0) QTY= 8 TOTAL= 8 REV. 7.24.1230.15 SCALE=1.0000 PRESTIGE WARNING- TRUSSES REWIRE EXTREME CARE W FABRICATING.HANDLING.SHIPPING. INSTALLING AND BRACING. REFER TO Randal Byrd, P.E. 23451 TC ILL 20.Opsf REF DATE 11-15-2006LUMBER & SUPPLIES HIS-91 (HANDLING WSTALLWG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SURE 200. MADISON. WI.53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TC DL 10.0psf TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Special Inspector BC DL 10.0pSf DRWG1058 JRSIMPORTANT- FURNISH ACOPYOFTHIS DESIGN TO THEINSTALLATION CONTRACTOR. THIS DESIGN CONFORMS WITH APPLICABLE BC LL 0.0psf 1 PROVISIONS OF NDS-97 (NATIONAL DESIGN SPECIFICATION PUBLISHED BYTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI• ALPINE CONNECTORS ARE MADE OF 20GA ASTMA653 GR40GALV. STEEL EXCEPT ASNOTED. APPLY CONNECTORS TO EACH 40.OpsfTRUSSDIVISIONFACEOFTRUSSAND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 2325 Jason Street TOT.LD. O/A LEN. DUR.FAC. 1.25SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSS Plane: (321) 633.9393 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER CHAPTER 2ANSVTPI 1.2002. THISDESIGN CONFORMS WITH THE 2004 Merril Island, FL SPACING 24.0• JACKFLORIDABUILDINGCODE - SECTION IW9. 32952 TYPE ANGER SCHEDULE IBM " HTSOMU Truss labels are for quantity verification only. Framer to verify label/profile with engineering prior to erection. —,. ----- 1 10'-0' ELEV. AOR Tx= OOOM mm" TOM OOOI T.CLL 20 pal LCLL P.at T.= 10 pat T.CDL 00 pat CDL 10 PaE B.CDL 0 t TOTAL 40 pal TOTAL t so SPEED 120 mp1L FACTOR OLRATIOII FACTOR 1.25 APPROVED TRUSS ANCHOR BY BUILDER 20 MINIMUM TOP AND BOTTOM 0iORDS SQUARE CUT OVERHANGSOU 40 POUND LOADING 12 V g^ 0 12 ft V-6" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' D.C. EXCEPT AS SHONM DO NOT CUT OR ALTER TRUSSES UMTHOUT AUTHMZA71ON FROM THIS OFFICE THS CFF E MIST E NOIFTED IFTHN 10 DAYS OF SHP EKT OF ANY WXM OOIEOIE M AND/OR hMW FECES. NO BAOUCHARGFS OIL E HCHM A WARNING OWNWK FUM Baal MO IFIAIAIEIR RADSD 0 ACID 1W MOM- mm R W TAUD OM" M WAACRIQ 0I SM FMM= KOMBumRMAN: IYUnm A M FS MOM ow ABNOIO ow" RAOMD am 0 MRA OEM= A Ml1ANT ORAO MO DONoo a Brine Mo PONUM RAon as MT R MUDNWOMAPRrAn6M 'WM Aa TAM COAANDN NO MMUMM W 01") Fa FAMN WM Ma It= SILL I MUM N A M MN MD KM RADII SOE LID 901M 0 ORD DRAT A TO MO/a MI1a GC= NU SSLL R RA® gum a W 0o ma =A suL s MUM SN NFAS MSL CW DASD am" W MW MUM a IUMM wim NOTE: IT Is THE FIES'015 M OF DE BULONC DESICNEA OIL ARCHITECT TO PROVDE AN APPROPRUTE CONNECTION FOR TFAFSSES TO STFPORINC STIMME PER IEACTIOHS 901N ON MJSS ENMEEIM SPECIAL OCKWERA1106 FOR MAWN'AL MMR ANDfR FtLMBW (AND TIER CONECTOM N TOM SPACE MUST E MACAANO BY NEDEA ON APPROVED TRUSS LAMIT PRIOR TO FABWATIOL FIE= BARN mX 0 A WO WWACARN SOS IKSPMS S AR IRn A DOS emm M WM% 1-0a tmm AFS'OMMr. AODMEMX 0n05MMM03POWMNo (a IMRITT Fa Dc 000N1ICAN GENK WAWA WM=3 001010 1W IWXLAM MD RADO a !m WWACKRD R FOUM UAW M R: APPROVAL SIGNATURE YOLK Si1TI1ATM eL ACQKXLBM- 1) AUDIO MATO TO PROCEED OR FAMCATIOII 2) M3WICATM E ALL OEENS1 M OMMT 0 M NCIDNC ROOF PITCH. KEL HDfNT OVBDINNS. ETC 3) THFSSES ML E MADE N STRICT ACCC DANCE TFI THS THIS LAYDUE 4) 1 HAVE READ NO UDF%'TND ALL NOTES AND FIRINGS ON TINS PAGE AND AM TO E BOUND BY M Sfl TIA[ OAII me= UUM EMIT MAX A= ft == N on a r a A aMAae 0QZ.= ooaA . A AL ART t• Ii t ATLo AaR7 AiiTA Nsii CUSS DIVISION ROCffiXDGR n Dec. 5. 2006 10:29AM No,0162 P. 2 FORM 6.00A-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: CAPTIVA 1381 Builder: SCHUMAKER CONST Address: Permitting Office: City, State: OF FICE Permit Number: Owner: Jurisdiction Number: Climate Zone: Central I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 29.2 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 13.00 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No 6. Conditioned !loot area (ft) 1381 ft' _ c. N/A _ 7. Glass type I and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area 13. 1leating systems or Single or Double DEFAULT) 7a(Sngle Default) 193.0 ft' _ a. Electric Heat Pump Cap: 31.8 kBtu/hr _ b. $HGC: HSPF: 8.30 _ or Clear or Tint DEFAULT) 7b. (Clear) 193.0 it' _ b. N/A _ 8. Floor types a, Slab -On -Grade Edge Insulation R=0•0. 166.0(p) tt _ c. N/A _ b. N/A c. N/A _ 14. Hot water systems 9, wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete; Int Insul, Exterior R=4,1, 1135.0 R1 _ EF: 0.90 _ b. N/A _ b. N/A _ c. N/A d. N/A c. Conservation credits _ c. N/A _ MR -Meat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1440.0 ft' 15. HVAC credits PT. _ b. Under Attic R=19.0; 103.0 ft' _ CF-Ceiling fan. CV -Cross ventilation, c. N/A _ HF-Whole house fan, D11. Ducts _ a. Sup: Unc. Ret: Con. AH(Sealed):Interior Sup. R.0, 170.0 ft mPT-Programable Thermostat, Ov W14,trw DMZ-C-Multizone cooling. b. N/A _ MZ-H-Multizone heating) ii0fo Glass/Floor Area: 0.14 Total as -built points: 18270 PASSTotalbasepoints: 18324 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Flo Pe Ener Code. PREPARED B DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes, BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas. see Summer & Winter Glass output on pages 2&4. EnergyGaugeO (Version: FLRCSB 05) Dec. 5. 2006 10:30AM No, 0162 P- 3 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1381.0 24.36 6053.0 1.Single, Clear W 1.0 7.0 93.0 57.68 0.98 5268.0 2.Single, Clear W 1.0 4.0 9.0 57.68 0.92 475.0 3.Single, Gear E 1.0 5.0 12.0 63.97 0.95 729.0 4.Single, Clear E 1.0 6.0 15.0 63.97 0.97 931.0 5.Single, Clear E 1.0 4.0 9.0 63.97 0.92 527.0 6.Single. Clear S 1.0 5.0 15.0 48.22 0.92 662.0 7.Single. Clear S 7.0 7.0 25.0 48.22 0.57 682.0 8.Single, Clear S 7.0 5.0 15.0 48.22 0.53 379.0 As -Built Total: 193.0 9663.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.1 1135.0 1.18 1339.3 Exterior 1135.0 1.90 2156.5 Base Total: 1135.0 2156.E As -Suitt Total: 1135.0 1339.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1381.0 2.13 2941.5 1. Under Attic 30.0 1440.0 2.13 X 1.00 3067.2 2. Under Attic 19.0 103.0 2.82 X 1.00 290.5 Base Total: 1381.0 2941.5 As -Built Total: 1643.0 3367.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 166.0(p) 31.8 5276.8 1. Slab -On -Grade Edge Insulation 0.0 166.0(p -31.90 5295.4 Raised 0.0 0.00 0.0 Base Total: 5278.8 AS -Built Total: 166.0 5296.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1381.0 14.31 19762.1 1381.0 14.31 19762.1 EnergyGauge® DCA Form 60OA-2004R EnergyGauge0/FIaRE3'2004 FLRC58 v4.5 Dec. 5. 2006 10:30AM No,0162 P. 4 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 25634.3 Summer As -Built 'Points: 28816.7 Total Summer X System Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) ep 1: Central Unh 29200btuh .SEER/EFF(13.0) DuCts:UnC(S).Con(R),Int(AM),R9.0(INS) 28817 1.00 1.08 x 1.150 x 0,85) 0.260 0.950 7551.4 25634.3 0.3250 8331.2 28816.7 1.00 1.061 0.260 0.950 7551.4 EnergyGauge"A DCA Form 600A-2004R EnergyGauge®/FIAES'2004 FLRCS9 v4.5 Dec. 5. 2006 10:30AM No•0162 P. 5 FUKM bUUA-1UU4K EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point As 1381.0 9.11 2285,0 1. Single, Clear W 1.0 7.0 93.0 13.25 1.00 1232.0 2.Single, Clear W 1.0 4.0 9.0 13.25 1.01 120.0 3.single, Clear E 1.0 5.0 12.0 12.37 1.01 150.0 4.Single, Clear E 1.0 6.0 15.0 12.37 1.01 187.0 5.Singte, Clear E 1.0 4.0 9.0 12.37 1.02 113.0 6.Single, Clear S 1.0 5.0 15.0 9.90 1.02 151.0 7.Single. Clear S 7.0 7.0 25.0 9.90 1.84 454.0 8,Single, Clear S 7.0 5.0 15.0 9.90 2.07 307.0 As -Built Total: 193.0 2714.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 4.1 1135.0 3.31 3751.2 Exterior 1135.0 2.00 2270.0 Base Total: 1136.0 2270.0 As -Built Total: 1135.0 3751.2 DOOR TYPES Area X BWPM = Paints Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As Built Total: 0.0 0.0 CEILING TYPES Area X 8WPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1381.0 0.64 883.8 1. Under Attic 30.0 1440.0 0.64 X 1.00 921.6 2. Under Attic 19.0 103.0 0.87 X 1.00 89.6 Base Total: 1381.0 883.8 As -Built Total: 1643.0 1011.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 166.0(p) 1.9 315.4 1. Slab -On -Grade Edge Insulation 0.0 166,0(p 2.50 416.0 Raised 0.0 0.00 0.0 Base Total: 316.4 As-Bullt Total: 166.0 415.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1381.0 0.28 386.7 1381.0 -0.28 386.7 EnergyGauge® DCA Form 600A-2004R EnergyGauge®/FlaRES'2004 FLRCS8 v4.5 Dec, 5. 2006 10:30AM No.0162 P. 6 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Winter Base Points: 4716.8 Winter As -Built Points: 7504.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sys 1: Electric Heat Pump 31800 btuh .EFF(8.3) Ducts:Unc(S),Con(R),Int(AH),R6.0 7504.7 1.000 1.068 x 1.160 x 0.87) 0.411 0.950 3174.4 4716.8 0.5540 2613.1 1 7504.7 1.00 1.083 0.411 0.950 3174,4 EnergyGeugeT" DCA Forrn 60OA-2004R EnergyGauge(VFIaRES'2004 FLRCSB v4.5 Dec. 5. 2006 10:30AM No,0162 P. 7 FUKM bUUH-LUU4K tnergyvauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT it: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: 7644.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Paints Points Points Points 8331 2613 7380 18324 1 7551 3174 7544 18270 PASS EnergyGauge*" DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 Dec. 5. 2006 10:30AM No.0162 P. 8 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1 1 1 PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors . 606.1.ABC.1:1 Maximum:.3 cfm/sq.ft. window area; ,5 cfm/sq,ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windowsidoors & frames, surrounding well: foundation & wall sole or sill plate: joints between exterior wall panels at comers: utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate; Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.AB.C.1.2.3 Between walls & ceilings: penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to Continuous air barrier; gaps in gyp board & top plate: attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the.perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity. between floors. Additional Infiltration regts 506.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters Comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (etas) must be provided. External or built-in heat trap required. Swimming Pools & Spas .612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency. of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached. seated, insulated, and Installed in accordance with the criteria of Section 610. Ducts In unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"' DCA Form 60OA-2004R EnergyGaugeOlFlaRES'2004 FLRCSB v4.5 CHECK Dec. 5. 2006 10:30AM No,0162 P. 9 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.1 The higher the score, the more efficient the home. 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1381 R, _ 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 'la(Sngle Default) 193.0111 _ b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 193.0 W _ 8. Floor types a. Slab -On -Grade Edge insulation R=0.0. 166.0(p) R _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1135.0 fF _ b. N/A c. N/A d. N/A e. N/A T 10. Ceiling types a. Under Attic R=30.0. 1440.0 W _ b. Under Attic R-19.0, 103.0 il' _ c. N/A I I. Ducts a. Sup: Une. Ret: Con. AH(Seeled):lnterior Sup. R=6.0.170.0 A _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systcros a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fen, CV -Cross ventilation, NF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address ofNew Home: City/FL Zip: Cap: 29.2 kBtu/hr SEER: 13.00 Cap: 31.0 kBtu/hr _ HSPF: 8.30 Cap: 50.0 gallons _ EF: 0.90 PT. NOTE: The home's estimated energy performance score is only available through the F1 A/RES computer program. This is not a ,Building ,Energy Rating. !fyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarludesignation), your home may quay for energy e#7eiency mortgage (EEM) incentives ijyou obtain a Florida ,Energy Gauge ,Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucjedu jor information and a list ofcertified .Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the ,Department ofCommuniry Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas sec Summer & Winter Glass o titn ages 2 aNrgyGauge®(Version: RRHIB v4.5) Dec. 5. 2006 10:30AM No,0162 P. 10 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House AIR FLOW DESIGNS INC. Job: CAPTIVA 1381 10/31/06 250 JASMINE RD,. CASSELSERRY FL.. FL 32710 Phone: (407)831 J600 For: SCHUMAKER CONST Notes: PITHS REVIEWED My Of S&NFORD Design Information Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 95 OF Inside db 72 OF Inside db 77 OF Design TO 30 OF Design TO 18 OF Daily range M Relative humidity 55 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 25950 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 25950 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft-1) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heatin olinCo13811381 13536 13536 1.0 0.5 226 113 Heating Equipment Summary Make CARRIER AIR C Trade Weathermate 25HBA 25HBA330 Efficiency 8.3 HSPF Heating input 0 Btuh Heating output 0 Btuh Heating temp rise 0 OF Actual heating fan 1000 cfm Heating air flow factor 0.039 cfm/Stuh Space thermostat Structure 20767 Btuh Ventilation 0 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 1.00 Total sens. equip. load 20767 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 0 Stuh Infiltration 2844 Btuh Total latent equip. load 4224 Btuh Total equipment load 24991 Stuh Cooling Equipment Summary Make CARRIER AIR C Trade Weathermate 25HBA 25HBA330 FY4ANF030 Efficiency 13.0 SEER Sensible cooling 21900 Btuh Latent cooling 7300 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0,048 cfm/Btuh Load sensible heat ratio 83 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Q— %#Vn49Ht:S4C:Pft Rlgnt-SuneReetdentlal-5.0.28RSR32099 2006.Oct-3114:10.57 Z& G:0FD-CBnI.RSC1381 CAPTIVA.rsr Page t Dec. 5, 2006 10:30AM No,0162 P. 11 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House AIR FLOW DESIGNS INC. Job: CAPTIVA 1381 10131/06 260 JASMINE RD., CASSELBERRV FL.. FL 32719 Phone: (407)831-SOW Procedure A - Winter Infiltration HTM Calculation` 1. Winter infiltration AVF 1.0 ach x 13536 ft' x 0.0167 = 226 cfm 2. Winter infiltration load 1.1 x226 cfm x 30 OF Winter TD = 7460 Btuh 3, Winter infiltration HTM 7460 Btuh / 193 ftz Total window = 38.7 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.5 ach x 13536 fN x 0.0167 = 113 cfm 2. Summer infiltration load 1.1 x 113 cfm x 18 OF Summer TD = 2238 Btuh 3. Summer infiltration HTM 2238 Btuh / 193 fta Total window = 11.6 Stuh/ft t and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 113 cfm = 2844 Btuh eroceaure u - tcluipment Cuing rLoaas 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 18 OF Summer TD - 0 Btuh Sensible load for structure (Line 19) + 20767 Btuh Sum of ventilation and structure loads = 20767 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load - sensible -- 20767 B1uh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 37 gr/Ib moist.diff. = 0 Btuh Internal loads = 230 Stuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 28" Btuh Equipment sizing load - latent = 4224 Btuh Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrj9htsoft RIgMSufte Reeidentlelm 5.0.28 RSR32099 2006.Oct-31 14:10:57 G:WF0-Ccnlra1ZC1361 CAPnVArar Page 1 Dec. 5. 2006 10:30AM No•0162 P- 12 RIGHT-J WORKSHEET Entire House AIR FLOW DESIGNS INC. Job: CAPTIVA 1381 10t31106 250 JASMINE RD.. CASSELBERRY FL. FL 32718 Phone: (407)831.3W0 J: 71h Ed, t Name of room Entire House GREAT RM KITCHEN M BRM14MANUAL2Lengthofexposedwall166.0 R 31.0 ft 14.0 n 30.0 It 3 Room dimensions 0.0 x 0.0 it0.0 x 0.0 R 0.0 x 0.0 it Ceiings Condit. Option 9.4 ftj heaVood d 9.9 R heat/cool 9.5 41 heat/cool 9.5 Ili heal/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE N0. Hlg Clg ft Htg Clg UM Htg I Clg it) Htg I CIO R Htg Clg 5 Gross a 148 4.3 2.1 1326 248 112 240 Exposed b 12C 2.7 1.9 0 0 0 0 walla and c 12H 1.a 1.3 0 0 0 0 partitions d 13C 1.4 1.2 0 0 0 0 f 0,0 0.0 0 0 0 0 6 Wndows and a 1C 34.6 75 2599 15 520 9 312 0 0 glass doors b 8C 34.6 93 3272 40 13116 0 0 53 1838 Heating C 9C 35.3 25 900 25 908 0 0 0 0 d 7C 35.6 0 0 D 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 r 0.0 0 0 0 0 0 0•»• 0 0 7 Windows and Nonh 20.4 40 816 40 818 0 0 0 0 glass doors NE/NW D.0 0 0 0 0 0 0 0 0 Cooling E/W 54.4 138 7507 40 2176 9 490 53 28a3 SE/SW 0.0 0 0 0 0 0 0 0' 0 South 30,4 1s 456 0 0 0 0 0 0 Hors 0.0 0 0 0 0 0 0 0 0 9 Otnerdoors a 111E 5.7 4.1 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 13.8 9.9 0 0 D 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.3 2.1 1135 4903 2337 1aa 726 346 103 445 212 187 808 385 exposed b 12C 2.7 1.0 0 0 D 0 0 0 0 0 0 0 0 0 walls and c 12H 1.8 1.3 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 131 1.4 1.2 0 0 0 0 0 0 0 0 0 0 0 0 a 13C 1.4 4.5 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.0 1.4 1440 1420 1996 255 252 353 175 173 243 240 238 333 b 16D 1.6 2.2 103 164 229 20 32 45 0 0 0 20 32 45 c 18C 1.5 2.1 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 D 0 0 0 0 0 0 0 0 0 e 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 24.3 0.0 t8B 4034 0 31 753 0 14 340 0 30 729 0 Note: room b 20G 2,1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 o D o o a o 0 0 12 InfiltrdUon a 38.71 11.6 1931 74601 2238 801 3092 9291 9 3481 104 531 2049 615 13 Subtotal loss=6.8.,*1t.t2 24715 7009 1016 5991 Less external heating 0 0 0 0 Less transfer 0 0 r".. a•r. p aa r• 0 14 Dud loss 59] 1236 5°/ 383 50 81 6OA 285 13 Total loss = 13-14 25950 8052 1699 5976 18 InL gains: People g 300 a 1800 0 0 0 0 2 600 Appl. ® 1200 1 1300 0 0 1 1200 0 0 17 Subtot RSH gain=7+8.^12.18 tae79 4804 2249 4800 Less external cooling 0 0 0 0 Less trensfer 0 0 0 0 18 Dud gain 10* 1888 10°/ 466 109' 225 109 488 19 Total RSH galn=(17+18)'PLF 1.00 20767 1.0D 5130 1,00 2473 1.00 5346 201 AIr required (Crm) 1 10001 1000 310 247 1 651 119 230 257 Printout certified by ACCA to meet all requirements of Manual J 711h Ed. t wrsghCsvflc Ripht.Su4eRe3identi91105.0.28RSR32099 2006Cxf-3t 14:10:67 1M G:1AFO-Centra11SC1361 CAPTIVA•rsf Page 1 Dec' 5. 2006 10:31AM No'0162 P. 13 RIGHT-J WORKSHEET Entire House AIR FLOW DESIGNS INC. 250 JASMINE RD.. CASSELBERRY FL., FL 32718 Phone: (407)831.3600 Job: CAPTIVA 1381 10131106 J: 7th Ed. 1 Name of room M WIC M BATH UTIL WIC 3 214MANUALLengthofexposed wail 19.0 ft 12.0 0 0.0 ft 6.0 ft 3 Roomdimensions 0.0 x 0.0 R 0,0 x 0,0 ft 0,0 x 0,0 ft 0,0 x 0,0 ft Ceiings Condit. Option 9.5 fti heallcoal 9,5 ft heaVcool 10,0 ft hewcool 8.6 tti heaUGOoI TYPE OF CS HTM Area Load (8tuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE N0. Htg Cig h2) Htg Clg Htg I C19 it) Htg Clg Qv) Htg I Clg 5 Gross a 148 4.3 2.1 152 96 m 48 Exposed b 12C 2.7 1.9 0 0 a'•' 0 a 0 walls and c 12H 1.8 1.3 0 0 0 0 psft.ns d 13C 1,4 1.2 0 0 0 0 6 Windows and a 1C 34.6 0 0 12 416 0 0 0 0 glass doors b 8C 34.6 0 0 0 0 0 0 0 0 Heating c 9C 38.3 0 0 0 0 0 0 0 0' 0 7C 35.0 0 0 0 0 0 0 0 0 e 0.0 o o 0 0 0 0• 0 0 r 0.0 0 0 0 0 0 0 0 0 7 Wndows and North 20.4 0 0 0 0 0 0 0 0 glass doors NEAW 0.0 0 0 0 0 0 0 0 0 Coding E/W 54.4 0 0 12 653 0 0 0 0 SE/SW 0.0 0 0 0 0 0`^' 0 0 0 South 30.4 0 0 0 0 0 0 0 0 Harz 0.0 0 D 0 0 0 0 0 0 8 Other doors a 1 tE 5.7 4.7 0 0 0 0 0 0 0 0 0 0 0 0 b 100 13.8 9,9 0 0 0 0 0 0 0 0 0 0 0 0 c 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 1dS 4.3 2,1 152 657 313 84 383 173 0 0 0 48 207 99 exposed b 12C 2,7 1,9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12H 1.8 1.3 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 13C 1 A 1.2 0 D 0 0 0 0 0 0 0 0 0 0 e 13C 1.4 4.5 0 0 0 0 0 0 0 0 0 0 0 0 r 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.0 1.4 85 84 118 160 158 222 50 50 69 35 35 49 b 16D 1.6 2.2 20 32 45 0 0 0 0 0 0 0 0 0 c 18C 1.5 2.1 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 o.0 0 0 0 0 0 0 0 0 0 0 0 0 t 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 24,5 0,0 19 462, 0 12 292 0 0 0 0 6 Ida 0 Note: room b 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 30.7 11.0 0 0 0 12 404 139 0 0 0 0 0 0 13 Subtotal lOSS=8+8..+11-12 1234 1692 50 388 Less external heating 0 0 0 0 Lau transfer 0 0 0 0 14 Duct loss 5 QA 62 5% 85 51 2 51A 19 15 Total loss = 13+14 1298 1777 52 407 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 300 0 0 17 SUDLOt RSH galn=7+8..•12+18 475 1187 369 147 Less external codling o 0 Less transfer 0 0 0 0 18 Duct pain 10°/ 48 100/ 119 10 1A 37 10° 15 19 Total RSH gain=(17.16)•PLF 1,00 523 1,00 130S 1.00 dD6 1.010 1162 20 Air required (cfm) 50 25 68 63 2 20 18 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WI IC 17tSOR Right -Suite Residential* 5.0.28 RSR32089 2006-Oct-31 14:10:57 ACC'A WAFD-CamraI%SC1381 CAPTIVA.rsr Pagc 2 Dec. 5. 2006 10:31AM No,0162 P. 14 RIGHT-J WORKSHEET Entire House AIR FLAW DESIGNS INC. 250 JASMINE RD.. CASSELBERRY FL FL 32718 Phone: (407)831.3600 Job: CAPTIVA 1381 10/31106 J: ftn to. 1 Name of room BRM 3 BATH 2 BRM 214MANUAL2Lengthofexposedwall13.0 It6.0 R 35.0 it 3 Room dimensions 0.0 x 0.0 ft 0.0 x 0.0 ft 0.0 x 0.0 ft Celings Condit. Option 9.S R heaVcool 9.5 R heat/cool 9.5 ft heavco01 TYPE OF CST HTM Area Load (Stun) Area Load (Bluh) Area Load (Stun) Area EXPOSURE NO. Htg Clg Itj Hig Clg OF) Htg Clg M Hlg I CID Htg Clg 5 Gross a 148 4.3 2.1 104 48 280 Exposed b 12C 2.7 1.9 0 0 0 wails end c 12H 1.5 1.3 0 0 0 partitions d 130 1.4 1.2 0 0 0 e 13C 1.4 4.5 0 a.a p D aa f 0.0 0.0 0 au" 0 0 6 Windows and a 1C 34.8 15 520 a'" 9 312 15 520 glBss doors b BC 34.e 0 0 0 0 0 0 Heating c 9C 36.3 0 0 0 0 0 0 d 7C 38.8 0 0" 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 gI sdoors NEINW 0.0 0 0 0 0 0 0 Cooling ENV 54.4 15 816 9 0 490 0 0 SE/SW 0.0 0 0 0 0 0 0 South 30.4 0 0 0 0 15 456 Horz 0.0 0 0 0 0 0" 0 8 Other doors a 11 E 5.7 4.1 0 0 0 0 0 0 0 0 0 b 1OD 13.8 e,9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Not a 14B 4.3 2.1 89 384 183 39 lea 80 205 1145 546 exposed D 12C 2.7 1.9 0 0 0 0 0 0 0 0 0 walls and c 12H 1.6 1.3 0 0 0 0 0 0 0 0 0 partitions d 13C 1.4 1.2 0 0 0 0 0 0 0 0 0 e 13C 1.4 4.5 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 161 1.0 1.4 175 173 243 75 74 104 100 188 263 b 160 1.8 2.2 0 0 0 0 0 0 43 fie 96 c 18C 1.5 2.1 0 0 0 0 0 0 0 0 0 d 0.0 0.D 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 24.3 0.D 13 310 0 6 146 0 35 861 0 Note: room b 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 perimeter c 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0,0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 121 Infiltration a 1 38.7 11.6 15 580 174 9 3481 104 15 80 174 13 Subtotal losses+8..+11+12 1973 1048 3351 Less external heating p p aa• p Less transfer 0 0 o 14 Duct loss 5 99 59A 52 5 lea 15 Total loss - 13414 2072 11ol 3019 16 Int. gains: People ® 300 2 Boo 0 0 2 am Appl. @ 1200 0 0 0 0 0 0 17 SuDtot RSH gain=7+8..+12+te 2010 776 2135 Less extemal cooling o 0 o Less transfer 0 0 0 16 Duct gain 10 DA 202 107 78 100 213 19 Total RSH gain=(17+18)•PLF 1.00 2217 1.00 856 1.00 a• 234E 20 Air required (crm) 60 107 421 41 1 1361 13 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr.ghtsvft Righl-Suite Residenllai* 5.0.2a RSR32099 2006-0"1 14:10:57 AWK Gwo-CemrenSC1381 CAPTIVA.rsr Page 3 City of Sanford, Florida P. O. Box 1788 •32772-1788 Department of Planning and Development Services Russ L. Gibson, AICP, Director 407) 330-5673 • (407) 330-5679 fax June 14, 2006 Mr. Brian Shumaker Brian Shumaker Construction 202 Briarcliff Road Longwood, Fl. 32779 Re: Building Permits for Princton Place Subdivision Dear Mr. Shumaker, During review of the building permit applications referenced above it was discovered that our records show the parcel of land bordered by Poinsetta Avenue, Wylly Avenue, Mattie Street and Princeton Avenue as one parcel with a zoning of SR-1; Single Family Residential. There is nothing on file to indicate this parcel was properly subdivided. City regulations do not allow building permits to be issued for lots that were improperly or illegally created. If our records are in error, please provide a copy of the approved plat and we will continue the building permit review process. If you have any questions concerning the above please contact this office. Sincerely, Larry R ertson Development Services Manager ROBERTSL4@ci.sanford.fl.us CC: Eileen Hinson, Sr. Planner The Friendly City" U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number JKK LAND HOLDINGS, LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 2668 PRINCETON AVE. City State ZIP Code SANFORD FLORIDA 32773 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5, PRINCETON PLACE, PLAT BOOK 71, PAGE 46, SEMINOLE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28° 46 45.1 N Long 810 15 42.9 W Horizontal Datum: NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0- sq ft a) Square footage of attached garage DETACHED 400sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade0 walls within 1.0 foot above adjacent grade 0 c) Total net area.of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 1 SEMINOLE I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 120294 0045 E Date Effective/Revised Date Zone(s) AO, use base flood depth) 4/17/95 4/17/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile FIRM Community Determined Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes No Designation Date CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' Building Under Construction' [Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized SEM CO. 4545301 Vertical Datum NGVD 1929 Conversion/Comments ELEVATION: 53.069 Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor 58.0 feet meters (Puerto Rico only) b) Top of the next higher floor N/A feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A 0 feet meters (Puerto Rico only) d) Attached garage (top of slab) DETACHED 57.4 0 feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 57.4 feet meters (Puerto Rico only) Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 57.1 feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 57.4 feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name License Number MICHAEL W SOLITRO 4458 Title PRESIDENT Company Name ALTAMONTE SURVEYING AND PLATTING, INC. AVE Sig FEMA Form 81-31, February 2006 ONTE SPRINGS State FLORIDA Date 7/6/07 Telephone 407-862-7555 See reverse side for continuation. Replaces all previous editions ifonnation from Section A. ( For Insurance Company Use: or P.O. Route and Box No. I Policv Number State ZIP Code I Company NAIC Number FLORIDA 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see Me 8 of Instructions), the next higher floorelevationC2.b in the diagrams) of the building is _ feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: HUGGINS1377 Address: City, State: Owner: HUGGINS Climate Zone: Central I. New constniction or existing 2. Single family or mulli-family 3. Number of units, if multi -family 4. Number of Bedrooms 5, is this a worst case? 6. Conditioned floor area (n') 7. Glass area &r. type Single Pane a. Clear glass, default U-factor 233.0 R' b. Default tint 0.0 0' c Labeled U or SHGC 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. wall types a. Concrete, lilt Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Con. Ret: Con. All(Sealed):Interior b. N/A New Single family - I _ 3 _ Yes 1377 ft' Double Pane - 0.0 ft' - 0.0 fP - 0.0 fN R-0.0, 161.0(p) 0 - R=4.1, 1261.0 ft' - R-30.0, 1377.0 0' - 11=19.0, 99.0 (1' - Sup. R=6.0, 1.0 ft - Builder: HUGGINS Permitting Office: Permit Number: Jurisdiction Number: 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. 1lot water systems a. Electric Resislance b. N/A c. Conservation credits IIR-Beat recovery, Solar DIIP-Dedicate(l heal pump) 15. IIVAC credits CF-Ceiling fan, CV -Cross ventilation, IIF-whole house fan, P I-PrograminablC I llermostat, M7_-C-Mullizone cooling, MZ-I1-Multizone heating) Cap: 33.0 kBtu/lir - SEER: 12.00 Cap: 33.0 kBtu/hr - HSPF: 7.80 Cap: 40.0 gallons - EF: 0.88 Total as -built points: 19103 PASS I Glass/Floor Area: 0.17 Total base points: 21631 I hereby certify that the I ns and specifications covered by this calculation are ' c mplian I the Florida Energy Code. PREPARED BY*. DATE: I hereby certify t t t is building, as designed, is in compliance with the Florida Energy Code. Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGaugeO (Version: FLRCPB v3.30) P r, - OD 'wF FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC Overhang Ornt Len Hgt Area X SPM X SOF = Points 18 1377.0 25.78 6389.8 Single, Clear Single, Clear NW NW 7.0 8.0 7.0 6.0 20.0 38.0 40.72 0.67 40.72 0.62 544.3 959.0 Single, Clear SW 1.0 5.0 12.0 56.99 0.94 641.2 Single, Clear SW 1.0 6.0 38.0 56.99 0.96 2089.7 Single, Clear SE 1.0 13.0 57.0 61.07 1.00 3479.6 Single, Clear SE 7.0 10.0 34.0 61.07 0.58 1212.3 Single, Clear NE 1.0 7.0 20.0 47.10 0.98 927.0 Single, Clear NE 1.0 4.5 14.0 47.10 0.94 619.1 As -Built Total: 233.0 10472.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00• ' 0.0 Concrete, Int Insul, Exterior 4.1 1261.0 1.18 1488.0 Exterior 1261.0 1.90 2395.9 Base Total: 1261.0 2395.9 As -Built Total: 1261.0 1488.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Base Total: 20.0 96.0 As -Built Total: 20.0 96.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1377.0 2.13 2933.0 Under Attic 30.0 1377.0 2.13 X 1.00 2933.0 Under Attic 19.0 99.0 2.82 X 1.00 279.2 Base Total: 1377.0 2933.0 As -Built Total: 1476.0 3212.2 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p 31.90 5135.9 Raised 0.0 0.00 0.0 Base Total: 5119.8 As -Built Total: 161.0 5135.9 INFILTRATION Area X BSPM Points Area X SPM = Points 1377.0 14.31 19704.9 1377.0 14.31 19704.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 26399.8 Summer As -Built Points: 29837.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 29837.3 1.000 1.000 x 1.150 x 0.85) 0.284 0.950 7919.9 26399.8 0.4266 11262.2 29837.3 1.00 0.983 0.284 0.950 7919.9 EnergyGauge"' DCA Form 80OA-2001 EnergyGauge&FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Floor Area Type/SC Overhang Ornt Len Hgt Area X WPM X WOF = Points 18 1377.0 5.86 1452.5 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear NW NW SW SW SE SE NE NE 7.0 8.0 7.0 6.0 1.0 5.0 1.0 6.0 1.0 13.0 7.0 10.0 1.0 7.0 1.0 4.5 20.0 14.97 0.99 38.0 14.97 0.99 12.0 11.59 1.02 38.0 11.59 1.01 57.0 10.59 1.01 34.0 10.59 1.32 20.0 14.70 1.00 14.0 14.70 1.00 297.3 564.2 141.6 444.9 607.3 474.2 294.1 205.9 As -Built Total: 233.0 3029.6 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 1261.0 3.31 4167.6 Exterior 1261.0 2.00 2522.0 Base Total: 1261.0 2522.0 As -Built Total: 1261.0 4167.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Base Total: 20.0 102.0 As -Built Total: 20.0 102.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1377.0 0.64 881.3 Under Attic Under Attic 30.0 19.0 1377.0 0.64 X 1.00 99.0 0.87 X 1.00 881.3 86.1 Base Total: 1377.0 881.3 As -Built Total: 1476.0 967.4 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p 2.50 402.5 Raised 0.0 0.00 0.0 Base Total: 305.9 As -Built Total: 161.0 402.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1377.0 0.28 3B5.6 1377.0 -0.2B 385.6 1-n. nrA Frnn, rn0A-9nn1 FnrrnvG:+uctt a?/FIaRFS'?_001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4266.3 Winter As -Built Points: 8283.5 Total Winter X System = Healing Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8283.5 1.000 1.000 x 1.160 x 0.87) 0.438 0.950 3491.0 4266.3 0.6274 2676.7 1 8283.5 1.00 1.014 0.438 0.950 3491.0 FnnrnvGivaP1'1 Dr.A Form finOA-2001 FI Pr.Pn \r3 3n FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , BASE WATER HEATING Number of X Multiplier = Total Bedrooms 3 2564.00 7692.0 PERMIT #: AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 40.0 0.88 3 1.00 2564.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE STATUS BASE Cooling + Heating + Hot Water = Total Points Points Points Points 11262 2677 7692 21631 AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points 7920 3491 7692 19103 PASS THE STq o V WE EnerovGauge'" DCA Form 60OA-2001 EnergyGauge'J/FlaRES'2001 FLRCPB V3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: A 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE Exterior Windows &Doors_ 606.1.nBC:1.1 __ _Maximum:_3 cfm/sq_(L window_area, .5 cfm/sq.ft. door area. therstrip or seal between: windows/doors &frames, surrounding wall; Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, wea foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is Installed that extends from, and is sealed to the foundation to the lop plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and searns_W _ Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter_ at.penetrations and seams. _ _ Recessed Lighting Fixtures 606.1_ABC_ 1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from Multi -story ±Luses_ — _ 606.1.ABC.1.2.5__ Arr_barner on_Perimeter of floor cavity between floors_ Additional Infiltration regts I 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers: combustion space healers comply with NFPA, CHECK 6A-22 OTHER PRESCRIPTIVE MEA5UKt5 must oe rrre< V1 VA%Iwwmc- ., •• •. --- CHECK COMPONENTS SECTION__ RE-UIREMENTS Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuitWaterHeatersHeaters612.1 breaker (electric) or cutofl (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 612.1 efficiency of 78"/0. -Y__— Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Shower heads 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanicallyAirDistributionSystemsattached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. 607.1 Separate readily accessible manual or automatic thermostat for each system. HVAC Controls 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 .or CBS R-3 both sides. Insulation Common ceiling & floors R-11. EnergyGauge" DCA Form 600A-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.30 ENERGY PERIL OR1VlCANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.0 The bigber the'score, the more efficient the home. I. New conslniction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned noor area (w) 7. Glass area 8-- type Single Pane a. Clear - single Pane 233.0 Il' b. Clear - double pane 0.0 n' c. Tinl/other SHGC - single pane 0.0 rf' d. Tint/other SI IGC - double pane R. Floor lypes a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. wan types a. Concrete, Inl Insul. Exterior b. N/A c. N/A d. N/A c. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Con. Rel: Con. AII(Sealed):Inlerior h. N/A HUGGINS. , , , New 12. Cooling systems Single family a. Central Unit I 3 b. N/A Yes 1377 n' c. N/A Double Pane O III' 13. licalittg systems 0.0 Il' a. Electric I Ical I'ump 0.0 R' 1). N/A R=0.0, 161.0(p) n - c. N/A 14. 1lot water systems a. Electric Resislance R-4.1. 1261.0 n' b. N/A c. Conservation credils IIR-heat recovery. Solar DtIP-Medicated beat pump) R=30.0, 1377.0 n' _ 15. 11VAC credits R= 19.0, qq.o n, - CF•-Ceiling ran, CV -Cross ventilation, I IF -whole house fall, PT - Programmable Thermoslat, Sup. R=0.0, 1.0 ft _ MZ-C-Mullizone cooling, 1VI7_- 1i-Mullizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed. based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/ FL Zip: Cap: 33.0 kB1u/hr - SEER: 12.00 - Cap: 33.0 kBtu/hr - 1- ISPF:7.80 _ Cap: 40.0 gallons - EF: 0.89 - PT, - OF THE STgT S - o 01) W1E J AT01F_: The homes (srimaled energyherfor•ntance score is 01111' available through the Fl_A/RES computer -program. This is not a 13uildi»g Energy Rating. if your• score is 80 or• greater (or 86.for a US EPA/DOE Fitergr•StarrA'designation), Maur borne mm qualrfi for energy efficiency mortgage (EEM) incentives iJ:rou obtain a Florida Enetgr• Gauge Rating. Contact the Energy Gauge hotline at 3211038-1492 or see the Energy Gauge u•eb site at mt-w.fsec.ucf erhr far• information and a list ol'certifred Raters. For it formationabout Florida's Energy 11.fftciettcyCode For 13ttilding Construction, contact the Department a 'Cornrtmnin= Al ah-s.ot 8501487-1824. FnergyGauee© ( Version: FLRCPI3 0).30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House0-W. AIR FLOW DESIGNS Job: 1377 250 Jasmine Rd., Casselberry, FI 32718 Phone: 407-831.3600 Fax: 407.831.2893 y. _ k :o...,7 .:...:'r'fK's :i .: . f ... _ .._ . i e _. .. o h r .. r, s b Y,r : S For: HUGGINS Notes: L• rr:i.. a lY:}J ':. S r .. r '(....4.1[ Spa.h...'....fi.'i.7:F-[.»L.i._Ll':1:.['.e' u h 13Z:tlt.':`., Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db Inside db 72 OF Inside db Design TD 30 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Building heat loss 27117 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 27117 Btuh Infiltration Method Construction quality Fireplaces Area (fl') Volume (fl') Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 1377 1377 11705 11705 1.0 0.5 195 98 Heating Equipment Summary Make CARRIER AIR C Trade Weathermate 38EYG 3BEYGO3631 Efficiency 7.8 HSPF Healing input 0 Btuh Heating output 0 Btuh Heating temp rise 0 OF Actual heating fan 1200 cfm HQating air flow factor 0.044 cfm/Btuh Space thermostat 93 OF 75 OF 18 OF M 55 % 37 gr/lb Sensible Cooling Equipment Load Sizing Structure 21645 Btuh Ventilation 0 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sons. equip. load 21212 Stuh Latent Cooling Equipment Load Sizing Internal gains 1265 Btuh Ventilation 0 Btuh Infiltration 2459 Btuh Total latent equip. load 3724 Btuh Total equipment load 24936 Btuh Cooling Equipment Summary Make CARRIER AIR C Trade Weathermate 38EYG 38EYGO3631 FX4BNF036 Efficiency 12.0 SEER Sensible cooling 23100 Btuh Latent cooling 9900 Btuh Total cooling 33000 Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.055 cfm/Btuh Load sensible heat ratio 85 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W C"ICI H t7.SO;t Right -Suite Residential"' 5.0.28 RSR32099 ACC Page 1 RIGHT-J CALCULATION PROCEDURES A, Ems, C, DI Entire House y,a } AIR FLOW DESIGNS Job: 1377 250 Jasmine Rd.. Casselbe". rl 32718 none: -107.831.3600 fax: 407-831-2893 Procedure A - Winter Infiltration HTNq Calculation* 1. Winter infiltration AV.F 1.0 ach x 11705 fP x 0.0167 = 195 cfm 2. Winter infiltration load 1.1 x 195 cfm x 30 °F Winter TD = 6451 Btuh 3. Winter infiltration HTM 6451 Btul1 / 233 ft2 Total window = 27.7 Btuh/ftz and door area Procedure B - Surnrner Infiltration HTM Calculation 1. Summer infiltration AVF 0.5 ach x 11705 fl' x 0.0167 = 98 cfm 2. Summer infiltration load 1.1 X 98 cfm x 18 °F Summer TD = 1935 Stuh 3. Summer infiltration FITM 1935 Blul1 , . / 233 fl' Total window = 8.3 Btuh/fIl and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 98 cfm = 2459 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 18 °F Summer TD = 0 Btuh Sensible load for structure (Line 19) I 21645 Bluh Sum of ventilation and structure loads = 21645 Btuh Rating and temperature swing multiplier • x 0.98 Equipment sizing load - sensible = 21212 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 37 gr/lb moist.diff. = 0 Btuh Internal loads = 230 Btuh x 6 people + 1265 Btuh Infiltration load from Procedure C + 2459 Btuh Equipment sizing load - latent = 3724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Nn1rer-11-Vt--nft Right -Suite Resldenlial 5.0.28 RSR32099 lIC:CA rage jt# RIGHT-J WORKSHEET d I Entire House rr, AIR FLOW DESIGNS Job: 1377 250 Jasmine Rd.. Casselberry• FI 32718 Phone: 407-831.3600 fax: 407.831-2893 e^••Fesr.*:**= 1... __ .._ .. _........ ._ ........ ._ .-.rc+n..z.e.-ev-n:...r.x:or:r--•narrer.-.-r;-.rr.•r+mr_•rrr.•:-cxrc-rrnvs r.-i MANUAL J: 71h Ed. 1 Name of room DINING LIVING M. BEDRM. Ills WIC 2 Length of exposed wall 9.0 fl 39.0 fl 27.0 ft 7.0 ft 3 Room dimensions 0.0 x 0.0 ft 0.0 x 0.0 ft 0.0 x 0.0 fl 0.0 x 0.0 It 4 Ceiings Condit. Option 10.7 It heal/cool 10.7 It heat/cool 8.0 fl heaticool 8.0 It heal/cool TYPE OF CS-1 I ITM Area Load (Bluh) Area Load (Bluh) Area Load (13tuh) Area Load (Bluh) EXPOSURE NO. Fltg Cg ft') Iltg Clg I'll) Htg C1g ft') HIg Clg ft?) Htg Clg 5 Gross a 14B 4.3 2.1 96 416 216 56 Exposed h 12C 7 1.9 0 0 0 0 walls and c 1211 1.8 1.3 U U U 0 partitions d 13C 1.4 1.2 0 0 0 0 e 13C 1.4 4.5 0 0 0 0 1 0.0 0.0 0 0 0 0 6 Windows and a 1C 34.6 19 658 76 2633 20 693 0 0 glass doors b 8C 34.6 0 0 0 0 0 0 u 0 Heating c 9C 36.3 0 0 0 0 3.1 1234 0 0 d 7C 35.8 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and Norlh 20.-1 0 0 0 0 34 69.1 0 0 glass doors NE/NW 39.4 U 0 0 l 20 788 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 19 901 76 3502 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11E 5.7 4.1 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 13.8 9.9 0 0 0 U 0 0 0 0 0 0 0 0 c 0.0 0.0 0 of 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.3 2.1 77 333 159 340 1469 700 162 700 334 55 242 115 exposed b 12C 2.7 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 121-1 1.8 1.3 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 13C 1.4 1.2 0 0 0 0 0 0 0 0 0 U U 0 e 13C 1.4 4.5 0 0 0 0 0 0 0 0 0 0 0 0 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.6 2.2 152 242 338 266 423 592. 186 296 414 36 57 80 b 161) 1.6 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 O 0 0 0 0 1 0 0 0 d 0.0 0.0 0 U U U U ll 0 U 0 U U 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 floors a 22A 24.3 0.0 9 219 0 39 948 0 27 656 0 7 170 0 Note: room b 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 20G 2.1 1.0 0 1 U 0 0 0 0 0 U 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.7 13.3 19 526 158 76 2104 631 54 1495 448 0 0 0 13 Subtotal loss=6+8..+11+12 1978 7577 5074 469 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 5°' 99 50/ 379 50/ 254 50/ 23 15 Total loss = 13+14 2076 7956 5328 493 16 Int. gains: People @ 300 U 0 2 450 0 2 0 600 0 0 0 0 0Appl. @ 1200 0 0 0 17 Subtot RSH Cain=7+8..+12+16 1555 5976 3278 195 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Uuct gain 10% 156 10 598 10°/ 328 10°/ 20 19 Total RSH gain= (17 r 18)'PLF 1.00 1711 1.00 6574 1.00 3605 1.00 215 20 Air required (cfm) 92 95 352 364 236 200 22 12 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. v i•^ - '' ^f t Rioht-Suite P,esidenlial"5.0.28 RSR32099 A::C.N age;d RIGHT-J INORKSKEET 1 Entire House 111r AIR FLOW DESIGNS Job: 1377 250 Jasmine Rd.. Casselberry, FI 32718 Phone: 407.831.3600 Fax: 407-831.2893 z,.a.-arccs,x•,rwr.-- ,Qrsr r_,=:--a,eazZ-_, 1 MANUAL J: 7th Ed. Name of room DINING LIVING M. BEDRM. HIS WIC 2 Length of exposed wall 9.0 It 39.0 It 27.0 It 7.0 it 3 Room dimensions 0.0 x 0.0 It 0.0 x 0.0 If 0.0 x 0.0 It 0.0 x 0.0 It 4 Ceiings Condit. option 10.7 It heat/cool 10.7 It heat/cool 8.0 fli heat/cool 8.0 It heat/cool TYPE OF CST HTM Area Load (Bluh) Area Load (Bluh) Area Load (Bluh) Area Load (Bluh) EXPOSURE NO. HIg C19 rl°) Htg Clg rP) Htg Clg ft') HIg CIg It') Hlg Clg 5 Gross a 14B 4.3 2.1 96 416 216 56 Exposed b 12C 2.7 1.9 0 0 0 0 walls and c 12H 1.8 1.3 0 0 0 0 0 0partitionsd13C1.4 1.2 0 0 e 13C 1.4 4.5 0 0 0 0 1 0.0 0.0 01 0 0 0 6 Windows and a 1C 34.6 19 658 76 2633 20 693 n 0 glass doors b 8C 34.6 0 0 0 0 0 0 u 0 Heating c 9C 36.3 0 0 0 0 3.1 123-1 0 0 d 7C 39.8 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 34 694 0 0 glass doors NE/NW 39.4 0 0 0 0 20 788 0 0 Cooling EAN 0.0 0 0 0 0 0 0 0 Ol SE/SW 47.4 19 901 76 3502 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11E 5.7 4.t 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 13.8 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.3 2.1 77 333 159 340 1469 700 167. 700 334 55 242 115 exposed b 12C 2.7 1.9 0 0 0 0 0 0 0 0 0 0 0 0 v alls and c 121-1 1.8 1.3 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 13C 1.4 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0e13C1.4 4.5 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.6 2.2 152 242 338 266 123 592 186 296 414 36 57 80 b 16D 1.6 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 24.3 0.0 9 219 0 39 948 0 27 656 0 7 170 0 Note: room b 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 20G 2.1 1.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 noors) r 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 27.7 8.3 19 526 158 76 2104 631 54 1495 448 0 0 0 13 Subtotal loss=6+8..+11+12 1978 7577 5074 469 Less external healing 0 0 0 0 0 0Lesstransfer00 14 Duct loss 54 99 50/ 379 5 °/ 5 / 231 15 Total loss = 13+14 2076 7956 5328 493 16 Int. gains: People @ 300 1200 0 0 2 450 2 600 0 0 0 0 0Appl. @ 0 0 0 0 0 17 Sublot RSH cain=7+8..+12+16 1555 5976 3278 195 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Uuct gain 10°/ 156 10°/ 598 101/ 328 10°i 20 19 Total RSH gain=(17+18)'PLF 1.00 1711 1.00 6574 1.00 3605 1.00 215 20 Air required (cfm) 92. 95 352 364 236 200 22 12 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. ni•- -'- ^^{C Right -Suite Residential "' 5.0.28 RSR32099 A:'CP, rage 2 RIGHT-JI VVICIRK.SHEET Entire House AIR FLOW DESIG14S Job: 1377 250.1n inhic Rd.. do7-13-11-3r,00 I'-,X: 407 1131-21103 MANUAL J: 71h Ed. 1 Name of room I IERS WIC M. RA1 I I nAl 112 BEDRM. 12Lengthofexposedwill0.0 11 6.0 If 6.0 it 25.0 A3Roomdimensions00x0.0 if no x 0.o (1 00 v 0.0 it4 00 X (U) it0If8.0 if lip-11/cool licit/cool11.0 It ERS I(' onn0 If I". - ' 1111M L. ), d6 ('I 2 3 H111MIM Area Load (8fuh) Area Load (Alith) Area Load (13ftih) AreaExrosURENO. I Ifq Gig (111) 1 fig I IIgoad (Bluh) TYPE OF - CS1 - Clg (22 ClCIg (w) I Ifg Cig (fl7) I fig CIg5Grossa14B4.3 2.1 0 481, 12(-, 2.7 1 9 n .... .... 0 200 wrills, nfid r.• 1211 1.11 1.3 0 U .... .... 0 ... 0partitionsd13C1.4 1.2 0 0 .... .... 0 .... .... 0 e 13C 1.4 4.5 0 0 0 .... .... 0 I I 1 0.0 0.0 0 0 .... .... 0 010 6 Windows and a 1C 34.6 0 0 .... h 8t; 34 6 0 0 I'll 0 0 ... 0glassdoor., 7 2d3 7 243 19 658 U 0 0 0 -, 7 licaling 9C 36.3 0 0 0 0000000d7C38.8 0 0 0 .... e 0.0 0 0 0 00000f0.0 0 0 .... 0 0 .... 0 0 0 0 .... 0 0 0 - 0 7 Windows and North 204 n 0 ) 11 U - glass dools, f-IF/1,1W :39.4 0 0 .... 0 7 Cooling 9 276 7 276 19 749EM0.0 0 0 0 0 0SE/SW 47.4 0 .... 0 0 0 0 .... 0 0 0 South 0.0 0 .... 0 0 0 0 Horz 0.0 0 .... 0 0 0 0 0 0 00 0000 Other doors 1E 0 0 0 0 0 0 0 8 " 7 4.1 h-1 lot) 1 _3 9.9 0 0 0 0 0 0 0 0c000.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.3 2.1 0 0 0 4 1rl 77 84 41 177 84 181 782 373 7exposedb12C2.7 1.9 0 0 0 0 0 0 0 0 o 0 2) 2 01 walls and c 1211 1.8 1.3 0 1) 0 0 0 0 0 0p'lltilicills d 13C 1.4 1.2 0 o 0 0 0 0 0 e 13C 1.4 4.5 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0100000000000 10 Ceilings a 16D 1.6 2.2 36 57 80 69 110 154 61 97b16D1.6 2.2 136 143 2270000 31800000000c0.0 0.0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 010.0 0.0 0 0 00010000000000 11 Floors a 22A 24.3 0.0 0 0 0 6 146 0 6 146 0 25 608Note: room b 20G 2.1 1.0 0 0 0000000perimeterc20G2.1 1.0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0forslabe0.0 0.0 0 0 0 0 0 0 0 0floors) f0 0 0 . 0.0 0.0 0 0 0 0 00000000012Infiltrationa27.7 8.3 - 0 0 0 7 194 58 7 194 58 19 526 158 13 Subtotal loss=6+8..411+12 .... 57 .... .... ---- Less external heating .... 869 .... 856 .... .... 2801 Less transfer .... 0 0 0 4 Duct loss 0 3 ... 0 30 15 Total loss r 13 f 14 .... 13 511, 4 51/1110 fin912899294116 , Int. gains: People @ 300 0 0 0 0 0 0 Appl. @ 1200 0 0 0 .... 0 ... 300 17 Subtot RSH gain=748..412+16 .... 80 0 0 0 .... 0 Less external cooling .... 572 554 Less transfer .... 0 0 0 ... 1897 0 0 0 0 16 Duct gain 1011, 8 10% 0 19 Total RSH gain=(1 7+18)*PLF 1.00 .... 557 55 10.1 .... 881,00 629 1.00 100 20Airrequired (cfm) .... 610 1.00 .... 2087 13540354034 ***-'00 T130116 Printout certified by ACCA to meet all requirements of Manual J 71h Ed. Z- 11-1 Ft: M9111-St lifeRes idenlini - 5 0.28 PSR3209,9 ACCA DESIGN CRITERIA: 1. ENGINEERING MEETS OR EXCEEDS FBC 2004, ASCE 7-02 SECTION R301 OF FBC 2004. 110 MPH BASIC WIND SPEED. F.. GENERAL NOTE: GARAGE SEPARATION PER R309. 2. WIND EXPOSURE CATEGORY B. 3. WIND IMPORTANCE FACTOR: 1.0 <35' BLDG HT 1.05 35'-39' BLDG HT 1.09 40'-44' BLDG HT 4. FULLY ENCLOSED INTERNAL PRESSURE COEFFICIENT = +- .18. WINDOWS, DOORS AND CLADDING ARE TO BE DESIGNED TO MEET OR EXCEED RESISTANCE OF A WIND PRESSURE = + 22.6 and - 28.0 PSF UNLESS NOTED OTHERWISE. 5. FOOTINGS ARE DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF 6. REINFORCEMENT BARS ARE TO BE #5 BAR GRADE 40 LINO. 7. ALL STRUCTURAL WOOD FRAME MEMBERS ARE TO BE NO. 2 UNLESS NOTED OTHERWISE. ALL EXTERIOR FRAME WALLS ARE STRUCTURAL SHEAR WALLS AND ARE TO BE SHEATHED PER DETAIL WT. DESIGN CRITERIA: 1. PRE-ENGINEERED ROOF TRUSSES SHALL BE DESIGNED FOR ROOF TOP EQUIPMENT LOADS, IF ANY, WIND LOAD AS PER JURISDICTION AND STANDARD BUILDING CODE AND THE GRAVITY LOADS LISTED BELOW (UNLESS NOTED OTHERWISE) pRpDEADLOAD, PSF LIVE LOAD, PSF o# AIRS 11 GLAZING NOTES: IIALLGLAZINGATHAZARDOUS LOCATIONS BATH LOCATIONS, WINDOW SILLS BELOW 20" A.F.F.) SHALL BE TEMPERED GENERAL NOTES: 1 WITH ALLREQUIREMENTS OF THE BUILDING THISHAVI CONFORMANCEJURISDICTIONOVERTHISTYPEOFCONSTRUCTIONANDOCCUPANCY. ALL CODES ANORESHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE IEPIESNOHODMENISNDESNDTNS ALLDIISCRANCTHE DRAWINGS ANDCONDITIONSTOTHEARCHITECTPRIORTO COMMENCING WORK. 3. INSERTS ANOCHORS ANGLES pLATESEOPENINUGS SLTEOEVES HASNGERS, SLAB ACCOMMODATE OTPITCHES ER WORKS MAYbEREQUIRED TO ATTACH AND 4. ARCHITECT AND MAY NOT BEUSED ORREPRODUCEbWITHEXPRESSEDWRITTENCONSENTOF THEARCHITECT. 5 TYPICAL AND SHA LSECTIONSCSTRUEDTO THE DRAWINGS TO ANY SIMILEAIRSITUATIOOBEELSEWHEREIN THEWORKEXCEPTWHEREADIFFERENTDETAILISSHOWN. 6. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGNEDFORA2500PSFSOILBEARINGCAPACITY. CONTRACTOR RIOR ACTOR SHALREWORKANY DIFFERINGCONDITIONSTO THE ARCHITECT 7. THE OWNER WILL PROVIDE CONTRACTOR WITH A SOIL'S INVESTIGATION SOL COMPACTION SPIECIFIEREQUIREMENTS INTHE SOIILSTREPORTHSHALLPREPARATIONANDUNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. SOILIS EXPLO (RATION INFSORMATIONMADEAAVAILABLE STOITHE CONTRACTOR. 8. ITIS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. FRAMING: 1 AND NATIIONALL DEISIGN SPECIFICATIONS FOR WOODCONSTRUCTTIONCANDTPIOPTION: MTL. FRAMING AT INTERIOR 2. ALL STRUCTURAL WOOD MEMBERS SHALL BE NO. 2 S.P. STUDS AND HAVE A MI EML.UUM EXTREMEICITYIB R STRESS IN BENDING (FB) = 1200 PSI AND MODULUS 3. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM LUMBER GRADES SHALL BE USED: A. STRUCTURAL LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 4" WIDE - NO. 2 OR BETTER. B. STUDS SIZE 2" TO 4" THICK X 2" TO 6" WIDE -STUD GRADE. C. STRUCTURAL JOISTSANDPLANKSC:ZE 2" TO 4" THICK X AND WIDER - NO. 2 OR BETTER. D. LIGHT FRAMINGSIZE2" TO 4" THICK X 2" TO 6" WIDE -STANDARD OR BETTER. 4. NOT USED g 5. CONCREOTDE ORSOILRSHALOBEPREOSSURETREAOTED CONTACT WITH MASONRY, 6. FCONTRACTOR R EACH APPLICATIONOFASSTENINGSUBJECTTO MOISTURE SHALL BE HOTUITED DIPGALVANIZEDTO ASTM A-153-80. 7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 8. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT. 9. PREFABRICATED ESIGNS ECIFICSTRUCTURAL TIONSFORWOODCONSTRUCTIONPTPIDESIGNPA NATIONAL SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND AITC 100. 10. ALL T ERED ENHALL BE. DESIGNED AND CERTIFIED BY TRUSS MANUFACTURER'S REGISR. 11.ACONTRACTOREQUATE BEARING ISPROVIDEDATTEND REACMANUFACTURERIONS OF ALLRGIRDEENSURETRUSSES. 12.TRUSS N ENGIMANUFACTURER EERS SEALFORSREVIESUBMITBY^THEARCHHITECTDESIGNNOTESNOTESWITH INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS CERTIFICATION OF THE CONNECTOR CAPACITIES AND SANTEM R URER'SDLICENSE TO FABRICATETRUSSES UTILIZING THE CONNECTOR 13. TRUSS ON EEACH ( TRUSS (INCLUDE ALLREACTIONS FOR GRAVITY, UPLIFT OF MOMEN14. THE CONTRACTOR SHALLAPPROVEFABRICATIONANDINSTALLATIONDRAWINGSSHOWINGSIZESHAPEAND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND BEFORE FABRICATION HAS BEGUN. 15. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION TO COMPLY WITH TPI BWT - 76 & HIB - 91. 16. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR OUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. CLIPS R ANCHORS TO BEAPPROVEDBYARCHITECT. 17.A SMOOTH UNBROKENOINTDEIRIOR WALL SURFACEFROMFLOORTO CEIILINGPROVIDE18.BEDOESIGNEDI TO ACT ASSAPSOHEAR DIAPHRAGMADEQUATE BRACING REQUIRED, SHALLALSOBEPROVIDED BETWEEN TRUSSES FOR THE DIAPHRAGM ACTION. 19 CONTRACTOR ONTACC O TRUSS RESPONSIBLESABLEFORTHEPERMANENTER AN E TBRACINGANDATTACHMENTOF 20.ASSSEMBLIESSTOTROOFR/FLOOR SUPPORTS TO PERMCONNECTIONS NS NT FOIUSNDATIONSROOFCONCRETE: 1. ALLCONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SI REMAINING CCONCREOEINGS 3000 PSI2. ALL CONCRETE SLABS ON GRADE HALL BE THICKNESS AS INDICATED ON THE DRAWINGS OVER MINIMUM 6MIL. POLYETHYLENE VAPOR BARRIOR. SUCH ENDS IN ALL BECONFOREINFORCED EI NCOEWITH WITHITM6X610/10WWMLAPPED 8" AT EDGES AND 3. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND OR ROCK AND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO ADENSITY OF AT LEAST 95 % OF STANDARD PROCTOR MAXIMUM DRY DENSITY 4. FOOTINGS SHALL BEAR UPON UNDISTURBED SOLID SOIL OR UPON SOIL COMPACTED DY (AOSTM D15157) FFORA DEPTH OF AOTFLEASTSTANDARDPROCTORMAXIMUMBELOWTHE BOTTOMOF THE FOOTING 5. WHERE SHOWN CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE RO T OAR P28 6RDAYSVEL CONCRETE WITH MINIMUM COMPRESSIVE STRENGTH OF 6. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 DEFORMED NEW BILLET STEEL ONFFPOT MANEST TOIONS301, ACI- 315, AND CRSI MANUAL OF STANDARD PRACTICE,7. ALL CONTINUOUS VERTICALAND HORIZONTAL REINFORCING STEEL IN BAR INGSDIAMEE AMS AND COLUMNS SHALLBE LAPSPLICED A MINIMUM OF 48 S. 8. THE FOLLOWING MINIMUM CONCRETECOVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" -- CONCRETE CAST AGAINST ANDPERMANENTLY EXPOSED TO 2" - CONCRETE EXPOSED TO EARTH OR WEATHER, #6 OR LARGER. 1-1/2" CONCRETE EXPOSEDTO EARTH OR WEATHER, #5 BAR AND SMALLER. 1-1/2" -- CONCRETE NOT EXPOSEDTOWEATHERORCONTACT WITH STIRRUPSRAND SPIRALIN BEAMSSAND COLUMNS•' 3/4" -- CONCRETE NOT EXPOSED TOWEATHERNORINCONTACTANDEARTHATHFOR SLABS, WALLS, ANDJOISTS, #11BAR R. 9. HORIZONTAL BEAM AND FOOTINGBARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH Z-0" LAP SHALL BE PROVIDED. 10. TOO TRACRTORSI HALL PROVIDE OCING STEEL.ACERS, CHAIRS, BOLSTERS, ETC. NECESSARY 11 REQUIREMENTS FOR REINFORCED CONCRE TE ACI WITHELATESTEDITIONCODEUNLESS DETAILEDOTHERWISEONTHE STRUCTURAL DRAWINGS. 12.REQLUIROEMENTS FOR REINFORCED CONCRETE ACCORDANCE WITH LATEST EDITION ANDS SPECIFICATIONSFOR STRUCTURALCONCRETE FOR BUILDINGS" ACI 301. 13.ELEC DRWGS FOR OCP KINGS SLEEVES SLLABIDEPRESSIONS PFITCH ANDAND RESPONSIBILITY FOR THEIR LOCASTIONORK AND SHALL ASSUME FULL 14. PROPER PLACING OF ALL CONCRETE AND POSIITIONIING OFCALL REINFORCINGAND STEEL. 15. ALL CONCRETE IMPROPERLYPLACEDAND OR TESTING BELOW SPECIFIED STRENGTH SHALL BE REPLACED, ALONG WITH OTHER AFFECTED WORK AT NO ADDITIONAL COST. 16. NOT USED MASONRY: 1 CONCRETE MASONRY UNITS TYPE I, BE N19NORMAL WEILOAD-BEARING LHT WIITHANGMINIMUM COMPRESSIVESTRENGTHOF2000PSI ( F'M = 1350 PSI). 2. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. STEEL CONSTRUCTION: 1 DESIGN, FABRICAT ON AND ERECTIONMOFSTRUCTURAL STEEL FORK FORBUILDINGS", LATESTEDITION. 2. MENENSEYSS1USHE 0EELERES ODE OF THE ARICAWLDIGSOCIIT, AWD1... IING7XCTOD 3. ANCHOR BOLTSSHALLCONFORMTO ASTM A-307. 4. REQUIREMENTS OF ASTM AE3B UNLESS NOTED OTHERWISEMTOTHE5. SHOPPAINTALL STRUCTURAL STEEL WITH ONE COAT OF RUSTOLEUM WITH MIN. 2 MIL DRY THICKNESS OMISSIONS AND REPAIRS: USE: 518" DIA. EXP. BOLTS X 4" RH TO BE USED IN PLACE OF OMITTEDA.B. WHERE DOWELS ARE MISSED, DRILL 314" X 5" DEEP MIN. HOLE & GROUT WP'SIMPSON" ET17 EPDXY WHERE TRUSS ANCHORS ARE MISSING, USE " SIMPSON MTS12" CONNECTORSW/ (3) 3116" DIA. X 2114" MIN. TAPCONS UPLIFT LOAD < 1000LBS) DOWEL LOCATION MAYBE 1 CELL OFF FROMAREAS SHOWN ON PLANS CMU MAY OVERHANG 314" OVER SLAB COVER PAGE Al00 Scale 1 /8" = 1'-0" 4/ 17/2006 3:36:05 PM r 0 v Now O_ N S LEGAL DESCRIPTION: LOT 4, BLOCK 13, LESS THE NORTH 35.00 FEET THEREOF, A.B. RUSSELL'S ADD FT. REED, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 97, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. S_89° 38' 41 " E 105.00' S 89° 47' 35" W 105.00' ICn PAVERED S.W. o Q CONC. OR PAVERED D W Scale V = 20'-0" 4/17/2006 3:36:06 PM GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL OIMESNSIONS ON JOB SITE. 2.• DENOTES FILL CELL RAN CONC. 1)45 REBAR. 3.1 DENOTES FILL CELL RAVCONC. 2)*5 REBAR. 4. GO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPER- VISOR FOR CLARIFICATION. 5. FIELD VERIFY LOCATION OF CONDENSING UNIT FOR A/C. 6. FIELD VERIFY EXACT LOCATION OFATTIC ACCESS. Gi1i1J1;j AL IJOT S 2 FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH FIBER -MESH REINFORCEMENT OVER TERMITE TREATED SOIL WITH 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. OR FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK WITH 6x6 10/10 GUAGE REINFORCING MAT, WITH MIN 1" COVER. TERMITE TREATED SOIL WITH 6 MIL. POLYETHYLENE VAPOR BARRIER OVER COMPACTED CLEAN FILL. SLAB A10T1; Al02 OUIJbA'(IOIJ pLAu Scale 1/8" = V-0" 4/17/2006 3:36:07 PM Area Schedule (Gross Building) Name I Area LIVING 11381 SF PORCH 267 SF GARAGE 1480 SF Door Schedule Mark I Family I Width I Height I Comments 1 Overhead_Panel_Door_1126 16' - 0" 7' - 0" 8RF14-1 B/1T 2 2-BI FOLD 6'- 0" 6'- 8" 3 DR (HOLLOW CORE) 2'- 6" 6'- 8" 4 DR (HOLLOW CORE) 2'- 8" 6- 8" 5 2-81FOLD 6'-0" 6'-8" 6 DR (HOLLOW CORE) 2'- 6" 6'- 8" 7 Opening - Square 2'- 8" 7' - 0" 8 FR DR 3'- 0`' 6' - 8" 8F16-0B/1T 9 Sliding-4 Panel 1 12' - 0" 6' - S" 8F16-0B/1T 10 DR (HOLLOW CORE) 2' - 8" 6' - 8" 17 BIFOLD 2'-8" 6'-8" 18 DR (SOLID CORE) 2' - 8" 6' - 8" 8F16-0B/1T 19 DR (HOLLOW CORE) 2'-8" 6' - 8" 20 BI FOLD 2' - 6" 6' - 8" 21 DR( HOLLOW CORE) 2' - 4" 6' - 8" 22 DR (HOLLOW CORE) 2' - 4" 6' - 8" 23 shower door 2' - 0" 7' - 0" temp 24 PKTDR 2'-0" 6'-8" 26 Sliding-2 panel 8' - 0" 6' - 8" Window Schedule Mark Family I Width I Height I Comments 1 SINGLE HUNG WITH TRIM 3'- 0" 3'- 0" 8F16-0B/1 T 2 SINGLE HUNG WITH TRIM T - 0" 5'- 0" 8F16-0B/1T 3 SINGLE HUNG WITH TRIM 3'- 0" 3'- 0" 8F16-0B/1T-t empered 4 SINGLE HUNG WITH TRIM 3'- 0" 5'- 0" 8F16-0B/1T 5 SINGLE HUNG WITH TRIM 3'- 0" 4'- 0" 8F16-08/1T 8 SINGLE HUNG WITH TRIM 3'- 0" 5'- 0" 8F16-0B/1T 11 Adjustable -Louvre 3'- 0" V - 8" 18 1 SINGLE HUNG WITH TRIM 3'- 0" 4'- 0" 8F16-0B/1T-t empered 1<T pLooR pI.AiJ Al03 Scale 1/8" = 1'-0" 4/17/2006 3:36:10 PM v5pTIGAL 0F1rv1'(t"b LATT165 LouVl25b FAIJt-,L G" 5MOOTH 65M,IJT I,AQO 12 6 in men Mininggaining r in,n1 uling euuu mile Iona to g 1!1!1!1 lllilll n1®nl 1n1n1n1 — n1nrm1 rooming i nenlu mim n 1in1 o11ei1n - - gaining 1nB 1n1 101-2111g gn101n1 — mivmg uriw mien uum ggggggggg Inlieng gng111 — room nl ImAin1 loligml 1/vilO HIM1n111111 Anlnlne NMI 11n1 Bllilml 1 Ai1n1 I I I-1 I II 1 II I II I II I II I I1 I I1 I II I 11 I II I II 1 II 1 II I I_I I I' I II I I I I II I II I II I= I I1 I I1 I I II I II II I I1 II 1 I—uIIA8J Ca Cn F Cow 1 I II II II I II II 1111 I I I I II EI I I I 1I I I 1- II El I I 1 I 1 I I 111-11 o Z front A WCL w Q o CL UgJQELEVATION A Al04 Scale 1/ 4" = 1'-0" 4/17/ 2006 3:36:45 PM IIi dear A 77777 TZ LL0 LijCL 0OfCL NEC) ui uiRevisions z No. Desc. Date w 0U) LUm Z ofO Lu Cj) uiQ 5; wM: i LLI C1 wUZ < ) Cj) wIfCLU.11 LUC1. ZU . U) LD 0 z F- _j Lu a- U) w C) z zZC) U) a. L) LU w F- < 0 j 0- ELEVATION A Al 05 Scale 1/8" = 1'-0" v TIGAL o 21 1T b LATTIG LOUV b pAlJ L — 3'_7" LOUV I2 b G,A<3L v AIT 1Xi DATTOlJ OIJ 12" HAI2bl 7,OA{2b 0E2 OV5F2 G5M5Q-r 101I ,H G" hMOOTH 65MrQ r 12 6 1xG G5bA 2 0 2 HA{2 l TFZIM 2, front e, sI-2 T xTU{2 b G M lJT plwIluhH U 0 wza LLaWw-w O O Z Uc UzpU JL Dof- Jz w aw j Zm mow LJ W 0 o w L 0 z C C: 0) 0 0 w v,'> Wti N OafM NC .Ca 0 a amia bIM5Q,, D IAL A{26HITtGTW2AL a 'r O m Cm U OO N Oz hH11JGL 0 U- N N autoCz F- N to 0- OO O MCCTH G5MCIJT rAQI > o O O 00 Cn4 -TLCD cn wwzDLOUV{ 2 b hHUTT{2 U) N/ H5Ab>5F HW6,5 o MFA, lrAlrlkI II I I— I II I II I II I I I II I I I Z I —I —I Z Z N LL 0 Q o idVUJH Z J QO a ELEVATION B Al06 Scale 1/4" = 1'-0" 4/ 17/2006 3:38:00 PM t7. P02- A" Al 07 Scale 1/8" = 1'-0" 4/17/2006 3:3&36 PM 51evation t- a elevation 2- a elevation 3- a elevation s - a Section t elevation G - a elevation 4 - a Section 2 ' rL A108 Scale As indicated 4/17/2006 3:39:00 PM apr-ib4 v uT a< Y puip b GGQV.?rAMrb GrIGKt T oo p Au A Al09 Scale 1/8" = 1'-0" 4/17/2006 3:39:04 PM a_. J NO TRUSS BRACING REQUIRED OTHER THAN SHOWN ON THIS SHEET OR ON THE TRUSS ENGINEERING TRUSS NAILS (1-112"" LONG) MAY BE USED ON SINGLE PLY TRUSSES" ALL ROOF TRUSSES USE ANCHOR #2 FOR CONCRETE WALLS," ALL RAFTERS, JACK 8 KING -JACK TRUSSES USE ANCHOR #36 FOR " FRAME WALLS UNLESS MARKED. ALL ROOF TRUSSES USE ANCHOR #38 FOR FRAME WALLS UNLESS MARKED. ANCHOR FLOOR TRUSSES WHERENOTED, OPTIONAL OTHERWISE." USP # SIMPSON # "max uplift, Ibs" ANCHORS: TRUSS TO CONCRETE 1 HTA24 w/7-10d META20 W7-10d 1040 2 HTA24 w/14-1did META20 w/14-1 Od 1500 3 2-HTA24 w/14-10d ea 2-META20w/8-10d ea 2575 ANCHORS: TRUSS TO WOOD FRAME MEMBERS 35 HCDP w/8-8d com 1-15 w/8-8d corn 465 36 MTW12 w/14-10d MTS12 w/14-10d 1000 37 2-MTW12 w/14-10d 2-MTS12 w/14-10d 2000 38 3-MTW12 w/14-10d 3-MTS12 w/14-10d 3000 39 MGT W/ PHD5 (MGT-22-10d)(PH05 ALL NAIL HOLES FILLED) 3850 40 HGT-2 W/ HTT22 EA. SIDE (HGT-2 W/ 16-10d/HTT22 ALL NAIL HOLES FILLED) 10980 TRUSS HANGERS HUS26 w/ 20-16d HUS26 w/ 20-16d HHUS26-2 w/20-16d HHUS26-2 w/20-16d A 1ST AND 2ND FLOOR PORCH B 1ST FLOOR PORCH DECK COLUMN: 6x5 #2PT BASE COLUMN: 24" X 24" CMU COLUMN BEAM: 3-2X10'S WOOD PT BEAM: 3-2X10'S PT ANCHORS: ANCHORS: LISP SIMPSON # USP # SIMPSON # COLUMN TO BEAM TO COLUMN BEAM TO CB WALL 2- MSTA 24 W/ 18-10d 2-MSTA 24 W/ 18-10d HUC410 w/ 8-16d HUC410 w/ 8-16d COLUMN TO CONCRETE 8 8- 3/16 TAPCONS 8 8- 3116 TAPCONS PA6X60 w/4-16d/flap ABU66 w/12-16d BEAM TO CB WALL HUC410 w/ 8-16d HUC410 w/ 8-16d 8. 8- 3116 TAPCONS 8 8- 3116 TAPCONS BEAM TO FRAME WALL GOAIIJ G-f0 SGN bUL 1. All trusses shall be designed and certified by trussmanufacturer's registered engineer. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME DESIGNERS GROUP INC. FOR FINAL APPROVAL BEFORE FABRICATION. 3. All roof pitches are to be set as indicated on plans and elevations. 4. Top plate heights vary. See building sections, wall sections, and elevations for bearing heights. 5. Truss spacing shall be 24" o.c. unless otherwise noted. Conventional framing shall be 16' o.cor as otherwise noted. 6. Truss manufacturer to provide all gable end trusses with intermediate stud members 16" o.c. 7. Roof decking as specified. 8. Overhangs will vary. See roof plan and exterior elevations, All overhangs greater than 18" shall be tacked on in the field. 9. Frame walls up to underside of rooftrussesat all non -bearing walls and at volume area unless otherwisenoted. 10. Align trusses and hand framing so as all gypsum wall board to be continuous from floor to ceiling. 11. Truss manufacturer to insure design consideration to the following additional loads: a: All ceiling hung soffits and soffits wl cabinets as shown on plans. b: Attic located HVAC units as shown on plans. poop Jo1 5 0" = _ O" 7( u«. LayouT a A110 Scale 1/8" = 1'-0" 4/ 17/2006 3:39:06 PM A5 p QlAl b GOlV. 4pAMvb GpiGK T AIJV. `pAM b UpOUA coop p A l ROOF PLAN B A111 Scale 1/8" = V-0" 4/17/2006 3:39:13 PM NO TRUSS BRACING REQUIRED OTHER THAN SHOWN ON THIS SHEET OR ON THE TRUSS ENGINEERING TRUSS NAILS 1-112"" LONG) MAY BE USED ON SINGLE PLY TRUSSES" ALL ROOF TRUSSES USE ANCHOR #2 FOR CONCRETE WALLS," ALL RAFTERS, JACK & KING -JACK TRUSSES USE ANCHOR #36 FOR " FRAME WALLS UNLESS MARKED. ALL ROOF TRUSSES USE ANCHOR #38 FOR FRAME WALLS UNLESS MARKED. ANCHOR FLOOR TRUSSES WHERE NOTED, OPTIONAL OTHERWISE." USP # SIMPSON # "max uplift, Ibs" ANCHORS: TRUSS TO CONCRETE 1 HTA24 w/7-10d META20 w!7-1Dd 1040 2 HTA24 w/14-10d META20 w/14-10d 1500 3 2-HTA24 w/14-10d ea 2-META20w/8-10d ea 2575 ANCHORS: TRUSS TO WOOD FRAME MEMBERS 35 HCDP w/8-8d com H5 w/8-8d tom 465 36 MTW 12 w/14-10d MTS12 w/14-10d 1000 37 2-MTW72 w/14-1 id 2-MTS12 w/14-10d 2000 38 3-MTW12 w/14-10d 3-MTS12 w/14-10d 3000 39 MGT W/ PHD5 (MGT-22-10d)(PHD5 ALL NAIL HOLES FILLED) 3850 40 HGT-2 W/ HTT22 EA. SIDE (HGT-2 W/ 16-10d/HTT22 ALL NAIL HOLES FILLED) 10980 TRUSS HANGERS HUS26 w/ 20-16d HUS26 w/ 20-16d HHUS26-2 w/20-16d HHUS26-2 w/20-16d A 1ST AND 2ND FLOOR PORCH COLUMN: 6x5 #2PT BEAM: 3-2X10'S WOOD PT ANCHORS: USP SIMPSON # COLUMN TO BEAM TO COLUMN 2- MSTA 24 W/ 18-10d 2-MSTA 24 W/ 18-10d COLUMN TO CONCRETE PA6X60 w/4-16di ABU66 w/12-16d BEAM TO CB WALL HUG410 w/ 8-16d HUC410 w/ 8-16d 8- 3/16 TAPCONS & 8- 3116 TAPCONS BEAM TO FRAME WALL Gop o GOIJAI GTO SGN bUL B 1ST FLOOR PORCH DECK BASE COLUMN: 24" X 24" CMU COLUMN BEAM: 3-2X10'S P7 ANCHORS: USP# SIMPSON# BEAM TO CB WALL HUC410 w/ 8-16d HUC410 w/ 8-16d 8- 3116 TAPCONS & 8- 3/16 TAPCONS 1. All trusses shall be designed and certified by trussmanufacturer's registered engineer. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION, ALSO, TRUSS MANUFACTURER TO PROVIDE SHOP DRAWINGS TO HOME DESIGNERS GROUP INC. FOR FINAL APPROVAL BEFORE FABRICATION. 3. All roof pitches are to be set as indicated on plansandelevations. 4. Top plate heights vary. See building sections, wall sections, and elevations for bearing heights. 5. Truss spacing shall be 24" o.c. unless otherwise noted. Conventional framing shall be 16" o.c. orasotherwisenoted. 6. Truss manufacturer to provide all gable end trusses with intermediate stud members 16" o.c. 7. Roof decking as specified. 8. Overhangs will vary. See roof plan and exterior elevations. Al overhangs greater than 18" shall be tacked on in the field. 9. Frame walls up to underside of roof trusses at all non -bearing walls and at volume area unless otherwise noted. 10. Align trusses and hand framing so as all gypsum wall board to be continuous from floor to telling. 11. Truss manufacturer to insure design consideration to the following additional loads: a: All ceiling hung soffits and so(flts w/ cabinets as shown on plans. b: Attic located HVAC units as shown on plans. n Gopy o poor QoTr5 Tf2U<5 LAyoUT g A112 Scale 1/8" = 1'-0" 4/17/2006 3:39:15 PM F----R P7 8F8-1B/1T 8F8-GB/1T 8RF1 4-16/1T 8F16-0B/1T BF20-1 B/1T 8F24-1B/1T TYPE DESIGNATION FF FlLLErl6BOTTOMOF LINTEL TI 81`16-1 B/1T aM —ld j L ITI T' 11 1— -- 1 FIS—AR AT TOP xS FS. BII IIF."T TMlIllR- T .S B, TTT1" 10— R. 1T=11PR11OV—D NG VA SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS K' PRFrA.qT& PRFSTRFqqFn H-1 llblTFl S TPRECAST W/ TRECESS DOOR U-LINTELS F" PPBrAAT 1- 7' -1FSS OMP 1 11IMTG1 1 m== MMMM"A"NMM TPRECAST & PRESTRESSED U-LINTELS MATERIALS ASTM c. Reba prOwtleai. "-l-ASTMA615 GR60 ld b., ., ASTM A615 GR40 ., GR60 bPrestressingMm`9 strandper AS TM —6 grade 7. 7132 — Per ASTM A510 8, Md., per ASTM C270 O,A M ., S. GENERAL NOTES 1 1=1 1111Ild pild, 2 B 3, —hll--1 An— --.1 4 - 1- d mb5-1/2' 1-g .1 tM1e —ft to accommodateeinlorci " g and9 5. All5. All "' 11171 - 11111 - ana ghl .1 l= al lbe bottomof lbe Ilntel tangy. 21- 11111.11M11 1s1'11'1.pl —11 are-1— to 1— 1. — M-1 1.1 ---1 ... eas maybe p-d.d m —-'. I. —I I b.. f ... —1. -R, S Sale load based —ign —1- - ACI 318 — ACI 530 SAFE LOAD TABLE NOTES 1 ... 4' — Img, —ptl— S- I.— for unfillee If^Itvalumuslbe -- by2D% it bearing 1—oh is less 1— 6 Safe loads for all re..... d lintels based on e'rwminalhearing. 2. N. R. = Nat Rated. 3. Sale Ieatls are total superimposetl allowable bad on 1M1e section spr.:.ieed. 4 S. 1 loatls basedon gratle 00 or grade 11 geldb"'" "y" lddi—I precast li—" I dly. 1- by llcalculating For .- ib, li-I heights .1 1h.. .1 — h..ght. 9 All - -- ones of -— 11 Ill.., Window Schedule IMark I Family I Width I Height I Comments I SINGLE HUNG WITH TRIM 3'- 0" 3'- 0" 8F16-0B/1T 2 SINGLE HUNG WITH TRIM 3'- 0" 5'- 0" 8F16-0B/1T 3 SINGLE HUNG WITH TRIM T- 0" 3'- 0" 8F1 6-OB/lT-t empered 4 SINGLE HUNG WITH TRIM 3'- 0" 5'- 0" 8F16-0B/1T 5 SINGLE HUNG WITH TRIM 3'- 0" 4' - 0" 8F16-0B/1T 8 SINGLE HUNG WITH TRIM 3'- 0" 5'- 0" 8F16-0B/1T 11 lAdjustable- Louvre 13'- 0" 11'- 8" 1 18 I SINGLE HUNG WITH TRIM 13'- 0" 14'-. 0" 18FII 6-0TitB/1T-t !empereT/ 1DoorSchedule Mark Family I Width Height Comments 1 Overhead — Panel —Door 1126 16'- 0" T- 0" 8RF14-1B/1T 2 2- BI FOLD 6- - 0" 6'-8" 3 DR ( HOLLOW CORE) 2'- 6" 6'-8" 4 DR ( HOLLOW CORE) 2- - 8" 6'- 8" 5 2- BI FOLD 6'- 0" 6'- 8" 6 DR ( HOLLOW CORE) 2'- 6" 6'- 8" 7 Opening - Square 2'- 8" IT- 0" 8 FR DR 3'- 0" 6'- 8" 8F16-0B/1T 9 Sliding- 4 Panel 1 12'- 0" 6'- 8" 8F16-0B/1T 10 DR ( HOLLOW CORE) 2'- 8" 6'- 8" 17 BI FOLD 2'-8" 6'-8" 18 DR ( SOLID CORE) 2'- 8" 6'- 8" 81`116-08/11T 19 DR ( HOLLOW CORE) 2'- 8" 61-81, 20 BI FOLD 2'- 6" 6'- 8" 21 DR ( HOLLOW CORE) 2'- 4" 6'- 8" 22 DR ( HOLLOW CORE) 2'- 4" 61-81, 23 shower door 2'- 0" T- 0" temp 24 PKT DR 2'-0" 6'-8" 26 Sliding- 2 panel 8'- 0" 6- - 8" LINTEL PLAN A113 Scale As indicated 4/17/ 2006 3:39:16 PM PRE-ENGINEERED TRUSSES @ 24" ROOF PITCH PER O.C. MAX. DESIGNED W/ SIGNED ELEVATIONS AND AND SEALED CALCS. BY A ROOF PITCH PER ROOF PLAN FLORIDA REGISTERED ENGINEER ELEVATIONS AND 12 ASPHALT SHINGLES OVER 15# FELT ON 7/16" O.S.B. SHEATHING RATED 16/24 OR CONIC TILE OVER 30# FELT RI ROOF PLAN 12 5/8" CDX PW. 2x4 h0 HURRICANE ANCHOR @ EA. TRUSSBLOCKINGPERFRAMINGPLAN R- 301NSULOL . PLATE HT. R-301NSUL. SEE ELEVATIONS& MTL. DRIP EDGE PLATE HT. CROSS SECTION) CLG. RVWALL FASCIA AS SPEC TYPICAL SEE DETAIL). SEE ELEVATIONS& CROSS SECTION) 2x BLKG @ GABLE ENDS - SOFFIT AS SPEC BOND BEAM W/ DBL. 2x TOP PLATE 1-#5 CONTINUOUS SEE ELEVATIONS STAGGER JOINTS AND TIE VERT. RE -BARS AT 4'-0" MIN.) FILLED CELL 2-2x HEADERLOCATIONS. FILL W/CONC . ENGINEERED PRE -CAST CONC. 1x6 PT, DRAPE LINTEL OVER ALL BLKG. ABV. WINDOW AND DOOR WINDOW UNIT AS WINDOWS OPENINGS. AS DESIGNED PER ELEVATIONS BY PRECAST LINTEL CO. AND FLOOR PLAN REG. ENG. WINDOW SILL PER WINDOW UNIT AS BUILDERS SPEC. PER ELEVATIONS CAULKED @ WINDOW \ AND FLOOR PLAN WINDOW SILLPER 2x BUILDERS SPEC. CAULKED @ WINDOW 1/2" W.B. 1/2' W. B. OVERALFOIL INSULATION APPLIED EXTERIOR FINISH PER ELEVATIONS. 3 1/4" BASEOVER1XP.T. VERTICAL FURRING 24" O.C. PLACE VERT. REINFORCING 5 RE -BAR CONT. FROM FTG. TO TIE BEAT' AND AS INDICATED 1X4 PT PLANBILLCELLW/ YTH CONC. (2,50 PSI MIN.) 3 1/4" BASE 25" MIN. LAP OF VERT. REINIF 0'-0" FIN. FLR. 1 0'-0" FIN. FLR. 7x i4" CONC. SLAB (3000 PSI, MIN.) W/ FIBER RENFORCEMENT OR -III 6x610/ 10 W.W.M.OVER =III -III _- 6 MIL. VISOUEEN VAPOR -I- BARRIER OVER - -_ CLEAN COMPACTED FILL AND TERMITE TREATED, O 8" GONG. BLOCK STEM WALL OVER 8"x16" CENT. CONC. FOOTING W/ 2 #5 RE - BARS ON CHAIRS CONT One Story Typ. Wall Section SCALE. 3/8'=V-Y i 4" CONC. SLAB (3000 FINISH GRADE PSI, MIN.) W/ FIBER III LIII REINFORCEMENTOR _ 6x6 10/10 W W.M. OVER III III 6 MIL VISOUEEN VAPOR BARRIER OVER HE CLEAN COMPACTED U z FILL AND TERMITE TREATED. 8" CONC. BLOCK STEM WALL OVER 8"x16" CONT, 16" CONC. FOOTING W/ 2 #5 RE - BARS ON CHAIRS CONT 1/ 2" W.B. OVER.ALFOIL INSULATION APPLIED OVER i X P.T. VERTICAL FURRING 24" O.C. FINISH PER ELEVATION 8" C.MU. 4" CONC. SLAB (3000 PSI, MIN.) W/ FIBER FINISH FLOOR RENFORCEMENT OR 6x610110 W.W.M. OVER- 6 MIL. VISOUEEN VAPOR FINISH GRADE BARRIER OVER FILL AND TERMITE CLEAN D II• \\/ TREATED. MONOLITHIC FOUNDATION CLEAN COMPACTED FILL W/ (2) #5 DIA. RODS CONT. ANDTERMITETREATED16" ON CHAIRS EXTERIOR MASONRY WALL (ONE STORY) SCALE 39 1'0' One Story Typ. Wall Section SCALE3/ 8-V-0" 1/2" W.B. OVER 2 x 4 STUDS @ 16" O.C. R-11 BATT INSULATION 4" CONC. SLAB (3000 PSI, MIN.) W/ FIBER REINFORCEMENT OR 6x6 10/ 10 W.W.M. OVER 6 MIL. VISOUEEN VAPOR BARRIER OVER CLEAN COMPACTED FILL AND TERMITE TREATED. CLEAN COMPACTED FILL AND TERMITE TREATED VA" PRE -ENGINEERING TRUSSES @ 24" O.C. MAX) W/ SIGNED & SEALED CALCS. BY A FLOR IDA REGESTERED ENGINEER ASPHALT SHINGLES OVER 15# FELT RI ON 7/ 16" O.S.B. SHEATHING RATED 16/24 OR CONC. TILE OVER 30# FELT 5/8" CDX P W. HURRICANE TIE @ EA. TRUSS PER FRAMING PLAN MTL DRIP EDGE FASCIA AS SPEC SEE DETAIL). SOFFIT AS SPEC SEE ELEVATIONS FOR DETAILING R-19 BATT INSULATION 7/16" O.S.B. SHEATHING 15# FELT W/ FINISH PER ELV. 40 EXTERIOR FINISHPERELEVATIONS. 2x P. T. SOLE PLATE W/ 1/2" x8" ANCHOR BOLTS W/6" MIN. EMBEDMENT) W/ 2" x1/B" WASHERS @ 21" O.C. AND ALL CORNERS FHA HEADER BLOCK FINISH GRADE NOTE'. SEE" HEADER DESIGN CHART- TABLE1707.3A" SBCC1 ROOF PITCH PER ELEVATIONS AND ROOF PLAN ANCHOR ASPHALT SHINGLES OVER 15# FELT RI ON 7/16" O.S.B. SHEATHING RATED 16/24 OR CONC. TILE OVER 30# FELT 5/8" CDX P.W. METAL DRIP FASCIA SSPEC SEE ELEVATIONS) VENTED SOFFIT FLAT OR PITCHED PER ELEV. & CROSS SECTION EXTERIOR FINISH PER ELEVATIONS R-19 INSULATION 7/16" O.S.B. SHEATHING ON 15# FELT W/ FINISH PER ELV. ON 2X STUDS @ 16" O.C. FULL HT. BLKG. ANCHOR META20 @ 24" UNO CONC. BLOCK BOND BEAM W/ 145 CONT. EXTERIOR FINISH PER ELEVATIONS FINISH PER ELEVATION FHA "L" BLOCK CO 2 x SOLEPLATE W/ ill"X8" ANCHOR BOLTS FINISH GRADE W/6" MIN. EMBEDMENT L_RFO@21" O.C. AND ALL CORNERS m PATIO SLAB AS PER PLAN 2 LAVERS SEE APPROPRIATI OF W W.M. (TYP) DETAIL ON THIS S j 3' FROM EDGE RELATIVE TO THE MONOLITHIC CONC. ( 2500 P.S.I.) PLAN FOUNDATION W/ ( 2) #5 RODS CONT. ON CHAIRS EXTERIOR FRAME WALL (ONE STORY) SCALE. 395 1'V 12 PRE- ENGINEERED TRUSS SYSTEM PER TRUSS MFG. PLATE HT. SEE ELEVATIONS & CROSS SECTION) R-30 BATT INSULATION IN CEILINGS CLG DRYWALL 2. SOLE PLATE TJI JOIST @ 24" O.C. (U. N.O.) INSTALLPER MFG. RECOMENDATION FLR SYSTEM MARY VARY, SEE JOIST PLAN) 3/4" T&G PLYWOOD SUB -FLOOR NAILED & GLUED TO TJI JOIST SHEATHING SHALLOVERLAPFLOOR TRUSSES 2ntl FLR. HT. SEE ELEVATIONS & CROSS SECTION) Two Story Typ. Wall Section SCALE' 3/ 8"=V-0" PLATE HT. SEE ELEVATIONS & CROSS SECTION) CLG DRYWALL PT 1x FURRING 24" O.C. W/ ALFOIL, BATT OR SPRAY INSUL. OVER FURRING z O Of w QU) LU Of It2 _ W 00 IERT. REINFORCING #5 REBAR W Z LG. TO BONDBEAMASEDBYTHE FOUNDATION m LlJ ID FILL CELL W/ CONC. n W LAP OFVERT. REINIF 4" CONC. SLAB ( 3000 L- uj OOf W PSI, MIN.) W/ FIBER y L REINFORCEMENT OR6.6 10110 W. W.M. OVER Z 6 MIL. VISOUEENVAPORBARRIEROVERCLEAN COMPACTED W W FILL AND TERMITE TREATED V GONG. BLOCKWALL O ON 10" x20" CONTINUONTINUO US CONC. FOOTING W/ 3 #5 O Q U) RE -BARS CONTINUOUS. Q a w wVoZ Q a Q W ALL' SECTIONS D100Scale 1/ 8" = V-0" 4/17/2006 3:39:20 PM IC FS FASCIA AND SOFFIT DETAIL 001' FIITLH "IF 6LEVATIo1Jh MRiAL DPIP RDG,R ALUM.,HA?bl,L bAp OF pi ASLIA oV1;P 2% 51AD- ASLIA ALUM_HAIRDI 4e DAp 012 p.7. h0 IIIT VeUT14G ,N`c!a MA11U`. h,PEUrILATI01Jh OpM1Lkhh I? Uhl4li hpl'JA'(Rb rOAM ATTIL 11J5ULdTIOI ALL-. LHA OOS L 0{'s 2 % QAILEp 0PI 6,0-ALUM. hO IT r£sa sa.aJ RC GABLE END TRUSS ON FRAME WALL MAX HT. OF TRUSS MEM 4' A 2X4 #25PF B' A Z 4 #2SPF 10B (2)2X4 #2SPF iD' A 2X6 #2SPF 15' B (2)2X6 #2SPF BRACE TRUSS TRUSAnninnryry BRACE BRACE DETAIL DETAIL A B RE F T S saim/e, RI Fs, r nsa n,u. RI RD S eiVJT mess•"._. ea - ceMAX HT. OF cFa s s TRUSS MEM A MAX HT. OF c TRUSS MEM 4' A 2X4#2SPF 8' A 2X4#2SPF 4' A 2X4#25PF z s10' B (2)2X4#2SPF 6' A 2X4#2SPF J 2X6# 10' A 2X6 #2SPF 10, B (2)2X4 #2SPF y 15' B #2SPF 15 10' A 2X6 #2SPF BRACE 15' B (2)2X6#2SPF TRUSS r ny TRUSS( i F =`, BRACE TRUSS J RTRUSS t r= FFu rK[I BE BRACE DETAIL DETAIL F- 2e •,x BRACE BRACE q g 7 DETAIL DETAIL A B U12 GABLE END ON CONCRETE WALL is GABLE END ON CONCRETE WALL 3/ 16 CONC. SCR. CMU WALL w/ 1-1/4" (MIN) EMBEDMENT 7 & HEADER T/ G #8 SCREW(S 2x8 # 2PT BLOCK & SHEATH AS NEEDED 2) 3116 CONC. SCR. wl 1-1/4" (MIN) EMBEDMENT 3/ 4" PT BUCK w/ WINDOW FASTENED PER MANUFACTURERS SPECIFICATIONS FOR DOUBLE WINDOW, FASTEN MULL TO 2x8 #2PT HEADER PER MANUFACTURERS SPECIFICATION. 74" MAX ROUGH OPENING IN CB WALL WYC HALF -ROUND ARCH FRAMING DETAIL 3/ 16 CONC. SCR. CMU WALL w/ 1-1/4" (MIN) EMBEDMENT & HEADER G # 8 SCREW(S) / 2x8 # 2PT BLOCK & SHIM AS NEEDED BLOCK & SHEATH AS NEEDED 2) 3/16 CONC. SCR. wl 1-114" (MIN) EMBEDMENT 3/ 4" PT BUCK w/ WINDOW FASTENED PER MANUFACTURERS SPECIFICATIONS FOR DOUBLE WINDOW, FASTEN MULL TO 2x8 #2PT HEADER PER MANUFACTURERS SPECIFICATION. 74" MAX ROUGH OPENING IN CB WALL WYD ELLYPTICAL ARCH FRAMING DETAIL 0 CW CRIPPLE WALL ON TRUSS FOR DOUBLE WINDOW, FASTEN MULL TO HEADER PER MANUFACTURERS SPECIFICATION. 74" MAX ROUGH OPENING WYC HALF -ROUND ARCH FRAMING DETAIL FRAME WALL STRUCTURE an 1-11Tt lac 2x4 #2 SEE STUD OR BETTER Concrete: fasten sill plate 21 UU w/ V2" AB a expansion bolt Frame: fasten sill plate 6" CC w/ 16d Knee wall on trussfasten with Simpson HE w/8-8d WP KNEEWALL DETAIL 1 MANTLE PRE- FAB FI 16" NON -CO MATERIAL CONC. SLAB FB FIRE BOX DETAIL SPARKARRESTOR SHEATHING FRAM I NG TYPICALOFFRAMEWALL SECTION 2 xd 12SPF 16'OC fmazl 0 FIREBLOCKINGREQUIRED RM INTERIORCHIMNEY NO BAR IN LINTEL BOND BEAM 1- 112' COVER NO.51 minimum) BONC N0. 5 BAR IN FILLED CELL STANDARD HOOK90 ° NG WALL NO. 5 BAR(S) rN 25" LAP FOOTING minimum) 3" COVER minimum) Ni BAR( S; 1 FOOTING IF DOWNROD IS OMITTED IN SLAB, ROD MAY BE INSTALLED BY DRILLING 6" DEEP HOLE IN SLAB & SETTING BUD W/EPDXY. WA DOWNPOUR DETAIL BOND BEAM ELEVATION CHANGE ROOFTRUSSES CRICKET - 4 REQUIRED ( 1 EACHCORNER( 8" BLOCK WALL FILLED N0.5 BAR LAPPED -'I-- CELL TO FTG & LINTEL + -. 1x #25P PT 1ex1112 N0.5 CORNER BAR TAP CON 1a-O.D FIL-CEu OR ALL LAPS 25" ( minimum) 0.097 x 1 318 NAIL 6'OC 10 O BLOCK CORNER DETAIL O WINDOW AND/OR ENTRY O FRAME TO BLOCK DOOR BUCK IN CB WALLS WS WALL DETAIL 2x6 p2SP PT A8 or EXPANSION BOLT 2' (maximum) OC w/2" WASHER OGARAGE DOOR BUCK MASONRY BLCCgNG 18" OC MAx IN FIFS! 2 FRAMING SPACES OEROOF SHEATHINGIAYOUTAND ENDWALL ROOF BRADNG 7 GUILD NG WIDTH OFRUSS BRACINGBRACING TO BE INSTALLED ON TOP OF THE BOTTOM CORD OF THE TRUSS. 2)10dc (minimum) REOUIREDAT EACH INTERSECTION. TWO TRUSS CORDS REQUIRED FOR LAP SPLICE(N,hil e qvawNrEL s _ RD GABLE END DIAGONAL BRACING D101 Scale 1/8" = V-0 4/17/2006 3:39:20 PM I . SHEATHING: 1/2" CDX PLYWOOD OR 7/16" OSB OR NAILING SCHEDULE: 8d COM. 6" OC GABLE ENDS 4" OC RI ROOF SHEATHING FLOOR SHEATHING SHEATHING: 1/2" CDX PLYWOOD OR 711F OSB OR Iff T-111 NAILING SCHEDULE: 8dCOM. 4' OC ON EDGE a a ITOC INTERIOR WALL SHEATHING GABLE END SHEATHING) WOOD SCREW a1 x2",12"OC 1/ 4"(MIN)TEMPERED PLATE GLASS X SILICONECAULKCONTINUOUS STUD. METAL CHANNEL DRY WALL FOR CB WALL APPLICATIONS USE 3116 TAPCONS 12' OC OR PER WINDOW MANUFACTURERS SPECIFICATIONS MD FIXED GLASS DETAIL LSTA12 w110-10d AT APPROXIMATELY 30" AND 60" FROM BASE WT WS WS WO PRECAST LINTEL TRUSSES BEAR ON PRECAST LINTEL ONLY ME BAY WINDOW DETAIL VERTICAL SCAB 2x6 # 2SPF 48" OC (3)10d com wl( 4) IOd TOP & TOENAIL EACH RAFTER BOTTOM or H5 RIDGE or HCLR/LL COLLAR TIE IN PLACE OF EVERY 3rd RAFTER 4) 10d RAFTER SHEATHING TRUSSE 2 x 6 #2SPF RAFTERS 2 x 8 #2SPF RIDGE P LTS12 SHEATHING ( OPTIONAL) 0010d, BEVEL CUTS (OPTIONAL) 4' OC, MIN 3) 1 Od com RAFTER TO 2x4 NAILER 2 x 4 #2SPF NAILER SPAN 3 TRUSSES (min) 2) 16d[TRUSS (existing) SCONVENTIONAL VALLEY ASSEMBLY L DORMER DETAIL IS) DEL TOP PLATE, 48' min SPLICE LAP wl 1016d cam 7 FULL ROOFSTRUCTURE ^ / STUDS MAX SPAN # HDR #FULL A I LSTAI8 wl 14 16d comt 2LSTA16w114-16d com IN 2 3 2 LSTAI8 W 1416d com D FASTEN SILL PLATE: CONC'. 2I"OC WI112"AB or 5/8" RED HOE FRAME: 16d S' OC e BEARING WALL DETAIL WALL PERPENDICULAR TO ROOF STRUCTURE ROOF STNRUCTURE s- SINGLE TOP PLATE N FULL STUDS 12 SPF 24' OC INTERIOR ONLY'. SP4 ANCHOR TOP & BOTTOM EACH STUD EXTERIOR ONLY. IDEYAIL B C 2 SP4MRdea SP4 wl 610d ea 3 SPA wl Moto SP4 w16-1Gd ea 4 SPA wl6-8d. SP4w16-10dea E HEADERS IN BEARING WALL ALTERNATE TO 2-2,12 OPENING HEADER SIZE UPT03' 22,1 UP TO2b UP TO9' 2h0 OVER 9' 2IxI2 SILLPLATE - FASTEN SILL PLATE AT 48' OC WI 5/8' RED HEAD or 3° SO CUT NAIL 32" OC FASTEN TOP PLATE TO TRUSSES AT 48' OC WI 1—HCPLR WI 8-8d S NON-BEARING WALL DETAIL WALL PARALLEL TO ROOF STRUCTURE ROOF STRUCTURE 2x4aC 2)10dcorn 48' I) 16d corn NON BE WALL SPARK ARRESTOR CONNECT TRUSSES OR RAFTERS WITH LTS12 w110-10d TRUSS OR RAFTER NAIL SOLE PLATE TO TRUSSES WTH ( 2)16d PER TRUSS. END TRUSS ANCHOR TO TOP CHORDOF TRUSS, U EACH SIDE OF CHIMNEYWITH HUGHEs #RT14 wNA16do SEAM # RTPGA81941M6d1an, SHEATHING SIMPSON 18T12 w111111 ran FRAMING TYPICAL OF FRAME WALL SECTION 11112SPF 16'OGI W ENn iRU55 RNG GABLE END CHIMNEY RRE9LaKnrG REQUIREDSPARK ARRESTSHEATHING 0 FRAMING TYPICAL OF FRAME WALL SECTION 2KIp2SPF t mexl W FIREBLOOKING REQUIREDRN EXTERIOR CHIMNEY METAL ANCHORS SECURE GLASS BLOCK PANEL TO ADJACENT CONSTRUCTION BEND WITH EXPANSION JOINT) EXPANSION STRIP TO ALLOW FOR DIFFERENTIAL MOVEMENT CLEAN SURFACES AFTER ERECTION WITH STIFF BRISTLED SCRUBBRUSH MA GLASS BLOCK DETAIL NOTE FULL BED OF MORTAR TYPICALLY 114" WDE AT FACE OF WALL. MORTAR TO BE TYPE S OPTIMUM MIXTURE. 1 PART PORTLAND CEMENT V2 PART LIME 4 PARTSSAND HORIZONTAL JOINT REINFORCING EVERY 2 COURSES d0( LC6h I"A''d /8° OpMOp jNA't/2na dOli INAIJ 3/8" lIO MOp jNAllar o Q AGG70X. 12° o a o 211 Mld. 2' t/211MAX MAX. 81 MIIJ. 71 OLI 6VI. 00NAL6o 0 0 o a nI d pON a/. pON2 0 1 Fable 3 Fastener Lengths. for Gypsum Panel Product Application to Wood Fronting' Gypsum NLnimum Mininium Minimum I. 1rd 1110duct Vail Screw Staple`' I, llickns` Length LemLlh Length In. Unm) iu_(mm) in. (mni) in. {uun) I/, (, AI 11/. r 2) 1 (25) 1 (25) Ile ( 12.7) 1!Lr (35) PA (2S) I Vet28) s! x 1,15.4) I'll 08) ph (32) IV, (32) WheleRc . rta1 s -lui.-dlor ypunpvclpi-Rel4ys- r, 1 s. 1 t r of th n n or 11r cr length hors 1 o e1cr and head lra in a ea n Ih - dosmbed in tire fi—naed dcA r, SII n e ke - oIhcr Ih c kn tmn Iri-la nl l f oti n In, appli- carioo ve rigid f1 un iul ,nun t t 1 er, shall h- o st fficienl. length to pe"ri, noc Homing noP less than '/a in. f 19 tutu) for nails, 54 it,, (1 S n 1) for cr-- s, t rd in ( Is n n) f- 4ulplc,.s. Stspktuachmelt. i ns ,r,..l To In"'. Inane of rnnl'ilayersy,c- 1. n1s orll r.-Sect 4 N 1 rappl u I xl im ol«1 xrf - o, inInulli-I,vor, nppli. t o h ten hall have flat or curcvve hea 1 mood Flint and of such lcnnalh a m p ovidc n r Icy, than T/e in- 2 mn:1 " Or more than 1I1, in. (32 mm) peourauon inrn the nailing maml>ers. Z H- OW 2A 20h 3A OIX 4A UJ 0 Of Q W OfW 5.6.5 Sin,,le nails .,hall be used oa the perimeter of the gyp- W Q W sum panel product - M W 5.7Where screwsare used, they shall be spa —I not n re W than 12 m ( 305 mm) o.e. fur ceilings and 16 in. (406 mm) o.c. U) WW For walls wherethelramiagmtuin.m bers are 16 . (4U6m) o.c- Screws shall be Spaced not more than 12 in. (305 mm) o.c. for W W both ceilings and wallswhereflamingmembersare24in. Z X 010 mm) o.c. U) Z W (L WU Z o Q I.L O o is v v JZli _3 QDETAILSD102Scale1/ 8" = 1'- 0" 4/17/2006 3: 39:21 PM 1X4 PT 2x6 P.T. BUCK W/ (3) 1/2"x6" BOLTS4" CONC. SLAB (3000 PSI) EQUALLY SPACED 8" C.M.U. W/ fix610/10 W W.M. OVER 6 MIL VISOUEEN VAPOR BARRIER OVER TERMITE TREATED 1" RECESS IN SLAB 14' WELL COMPACTED FILL. 4" CONC. SLAB0'-0" FIN. FLR. 3000 P.S.I.) W/ FIN. FLR. 6.6 10/10 W.W.M. SLOPE TO RAN FINISH GRADE OR FIBERMESH OVER 6 MIL. VAPOR 8" CONC. BLOCK STEM WALL BARRIER III ON 10"x20' CONTINUOUS CONC. FOOTING W/ 3 #5 RE -BARS CONTINUOUS. NO BRG. FTR REQUIRED L III-_ UNDER GARAGE DOOR I CLEAN COMPACTED FILL OPENING 11I—III— AND TERMITE TREATED OEXTERIOR MASONRY WALL (TWO STORY) SCALE. Y8`-1'T 3/8" RECESS @ SLIDINGPERMFG. G1A55 DR SPECS. 31/4" BASE ALUMINUM THRESHOLD 1 \" 4"GONG. SLAB 3000 P.S.I.) W/ 6x6 10/10 W.W.M. OR FIBERMESH OVER SILL FORMED 6 MIL. VAPOR ON SITE BARRIER L SLOPE 1/4" @ SLIDING GLASS DR. PER FOOT E' IV XP JOINT OEXTERIOR DOOR SILL SCALE: M' I' 7 1/2" W.B. OVER 2x4 STUDS 16" o.c. SP4 @ 32" O/C 5/8" X 8" ANCHOR BOLT @ 24" O.C. 2x4 P.T. SOLE PL 1 3) #5 DIA. RODS CONT. (2) # DIA. RODS CONT. ON CHAIRS (2 STORY) ON CHAIRS (1 STORY) 10" 2 STORY FOOTER \ °% OI THICKENED SLAB (LOAD BEARING) ,'-4" SCALE'. II8' I'-0' 1 STORY FOOTER 1X4 PT 3 114" BASE INN FIN. FLR. 4" CONC. SLAB (3000 PSI, MIN.) W/ FIBER REINFORCEMENT OR —III- FINISH GRADE 6x6 10/10 WW.M. OVERI- 6 MIL VISQUEEN VAPOR =I I El I I I=1 I I -I I I II BARRIER OVER — - —III — CLEAN COMPACTED ==I FILL AND TERMITE TREATED. O 8" CONC. BLOCK STEM IS. WALL OVER 8"x16" CONT. CONC. FOOTING W/ 2 #5 RE -BARS ON CHAIRS CONT. 10 EXTERIOR MASONRY WALL (ONE STORY) SCALE: 81B`-1'-0' OI GARAGE DOOR RECESSED SILL SCALE. 9IT Garage Residence R- 11 BATT INSULATION 112" W.B. OVER 2x4 STUDS 16" ox, SLOPE 2x4 P.T. SOLE PL W/ 1/2"x8"L. SEE END.) ANC. BOLT W/ 2"x1/8" WASHER @ 32" O.C. f oo _rL s/• 2) # 5 DIA RODS CONTINUOUS ON CHAIRS OI THICKENED SLAB @ GARAGE LOAD BEARING SCALE: YB`-1'-0' Garage Residence R- 11 BATT INSULATION 1/2' W.B. OVER 2x4 STUDS 16" o.c. SLOPE 2x4 P.T. SOLE PL. W/ 12"x8"L. SEE END.) c+ ANC. BOLT W/ 2"x1/8" WASHER @ 32" O.C. LIN O8 I THICKENED SLAB @ GARAGE NON LOAD BEARING SCALE. W= I'-0' 11 I UTILITY CHASE THROUGH MONO FTG. XkE 1R'=1'-0145 x 2'-0" OVER ENE" CHASE IN CONC. BLOCK STEM WALL. OUT SOLID AROUND PIPE CONT. CONC. FOOTING SEE FOUNDATION PIN FOR FOOTER TYPE 2 x 4 P.T. BLOCKING 4" p W. W.M. 6" L,IJ OI SUNKEN SHOWER DETAIL SCALE. @'=1'4NON LOAD BEG MONOLITHIC EDGE 4" CONC, 145 CONT. SLAB m I _ Ell 36' x36"x12"CONCRETE STORY FOOTINGW/ 4#5 EA WAY AT COLUMN LOCATION 30N30" x12" CONCRETE FOOTING W/ 4#5 EA WAY 1 STORY ATCOLUMNLOCATIONO THICKENED SLAB PORCH g LEIF:LTEDGE DETAIL 1/ 2" W.B. OVER ALFOIL MIN R-5 INSULATION APPLIED OVER 1 X P.T. VERTICAL FURRING 24" O.C. 4" CONIC SLAB (2500 P.S.I.) W/ 6x610/10 W.W.M. OR FIBERMESH OVER 6 MIL. VAPOR BARRIER EDGE OF HOUSE CONC. PAVERS GRADE 36" x36"x12" CONCRETE FOOTING W/ 4#5 EA. WAY AT COLUMN LOCATION 6A IPAVERED PORCH DETAIL SCALE: CLEAN COMPACTED FILL AND TERMITE TREATED OEXTERIOR MASONRY WALL (TWO STORY) SCALE. 1/ 2" W.B. OVER ALFOIL MIN R-5 INSULATION APPLIED OVER 1 X P.T. VERTICAL FURRING 24" O.C. 4" CONC. SLAB (3000 P.S.I.) W/ 6x610/10 W.W.M. OR FIBERMESH OVER 6 MIL. VAPOR BARRIER CLEAN COMPACTED FILL AND TERMITE TREATED 16" 12 EXTERIOR MASONRY WALL (ONE STORY) SCALE: Y8`-1'T FINISH PER ELEVATION i 8" C. M.U. FINISH FLOOR GRADE 4 MONOLITHIC FOUNDATION W/ ( 3) #5 DIA. RODS CONT. ON CHAIRS FINISH PER ELEVATION 8' C.M.U. FINISH FLOOR GRADE 7 MONOLITHIC FOUNDATION W/ ( 2) #5 DIA. RODS CONT. ON CHAIRS U- 0" FIN. FLR. CLEAN COMPACTED 4" CONC. SLAB (3000 —' — -. N MAY VARY r SEE ELEVATION PSI, MIN.) W/ FIBER __ _ REINFORCEMENT OR II=III=II FINISH GRADE 6x6 10/10 W W.M. OVER — 6 MIL. VISQUEEN VAPOR BARRIER OVER I— I FILL AND TERMITE TREATED. n O 1 STORY) 8" CONC. BLOCK STEM 16" WALL OVER 8'x16" CONT. CONC. FOOTING W/ 2 #5 RE - BARS ON CHAIRS CONT. 2 STORY) 8" CONC. BLOCK STEM WALL OVER 10"x20" CONT DC. 8STEM WALL PATIO DETAIL CENT RE - BARS ON CHAIRIRS FOOTING 3 #5 BCALE. 0'- 0" FIN. FLR. 4" CONC. SLAB (3000- PSI, MIN.) W/ FIBER REINFORCEMENT OR 6x6 10/10 W.W.M. OVER T= - 6 MIL. VISQUEEN VAPOR = — BARRIER OVER -I CLEAN COMPACTED T FILL AND TERMITE tt TREATED. n U 8" CONC. BLOCK STEM 16" WALL OVER EN16'CONT. CONC. FOOTING W/ 2 #5 RE - BARS ON CHAIRS CONT. 14 STEM WALL TRANSITION IN GARAGE TO HOUSE SCALE. YB`-1'T w tt SEE ELEVATION a Q U W J Revisions L No. Desc. I Date w J 0W 2Z F— O w wQIN W W 2w o U m z J = w W a w W U CO z w a LOU U 0. Z o O Q is w LU 1 J JO Q a FOOTER SECTIONS D103 Scale 1/8" = 1'-0" 4/ 17/2006 3:39:21 PM Qz-t ALL NAT5F- SuppLY LIQ56 SHALL 05 "GpVG" pLUMe,1O&,, i215512 Vs" ; wx Z 0 wIr n w wx w oui U m z J ww a w w Z 0 J z w a W U Z o u) O a w w U H Q O w 0- PLUMBING RISER A115 Scale 1/8" = 1'-0" 4/27/2006 1:16:42 PM