The URL can be used to link to this page

Home My WebLink About2160 W 16 St 06-1486 New SFH (2)PERMIT ADDRESS of I o (2) w I (o* ') S+ CONTRACTOR MS USA-Q-* ADDRESS SUBDIVISION PERMIT # L - 142 DATE 3 - U O(P PERMIT DESCRIPTION YbAJ3 `S I PERMIT VALUATION ' 0D) 0 --,; i_"') PHONE NUMBER j J O - a S SQUARE FOOTAGE PROPERTY OWNER ADDRESS l0 l %i'1 dL ZA t,r l6--- tom-, -)2I-1I PHONE NUMBER 'A 0_ - "3 - 3DL. 3 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE JEF1 N S 6 City of Sanford Certificate of Occupancy This is to certify that the building located at 2160 W 16`h St for which permit number 06-1486 has heretofore been issued on March 16, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F Ortiz Engineering & Planning: G. Hvatt Public Works: M Renloele Utilities: R. Blake Fire Department: 05/ 12/06 05/12/06 05/12/06 05/12/06 M S West YV oB, 05/17/06 Property Owner Building Official Date BUILDING DEPARTMENT - Re: 2160 W 16th St Page 1 From: RUBEN HYATT To: BUILDING DEPARTMENT Date: Fri, May 12, 2006 3:08 PM 1 Subject: Re: 2160 W 16th St passed 05-12-06 BUILDING DEPARTMENT 05/11/06 3:33 PM >>> 06-1486 Single Family M S West Lionel 407-314-6564 BUILDING DEPARTMENT - Re: 2160 W 16th St Page 1 From: CATHY LOTEMPIO To: DEPARTMENT, BUILDING Date: Tue, May 16, 2006 2:47 PM Subject: Re: 2160 W 16th St Approved 5.12.06 M.Replogle Cathy J. LoTempio Customer Service Rep Public Works Department 407-330-5681 fax# 407-330-5601 BUILDING DEPARTMENT 05/11/06 3:33 PM >>> 06-1486 Single Family M S West Lionel 407-314-6564 BUILDING DEPARTMENT - Re: Fwd: 2160 W 16th St clear Page 1 From: RICHARD BLAKE To: BUILDING DEPARTMENT Date: Fri, May 12, 2006 4:59 PM Subject: Re: Fwd: 2160 W 16th St clear passed 5/12/06 Richard Blake City of Sanford Utility Engineer 407-330-5609 JOHN CHANIOT 4:05:17 PM Friday, May 12, 2006 >>> RICHARD BLAKE 05/12/06 8:33 AM >>> Richard Blake City of Sanford Utility Engineer 407-330-5609 BUILDING DEPARTMENT 3:33:32 PM Thursday, May 11, 2006 >>> 06-1486 Single Family M S West Lionel 407-314-6564 City of Sanford Building Division P. O. Box 1788 Sanford, FL 32772 - 1788 RE: :LOTS 23 AND 24 CATES ADD (2160 WEST 16TH STREET) To Whom It May Concern: The finished floor of the structure located at 2160 WEST 16TH STREET ( LOTS 23 AND 24 CATES ADD ) meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6 -7(a). Sincerely ' M. Edward Gordon R. L. S. #2259 BUILDING ST"FET ADDRESS 23flZ FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Ilnpottant: Read the Itistructlons oil pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION ve/ S'v fhu,Aczd __ luding Aot.. Unit, Suite, endfor Bldg. No.) OR P.O. ROUIE AND S ?(NO. Z/ bo _Glie. y /6 &'Tice f vv v,,.v voc 1e.g., nesrasnrrar, non-res c irnbers. TEi O.M.B. No. 3U07-UU77 Expires December 31, 20US For Insurance Campany Use: Polley Number Company 9 fA I E ZIP CODE area, rI necessary. ON, - ON' - #ICON- Of pfl.NNNNN") 1_1 NAU fe2i..1_1 NAb 1g83 SOURCE: UPS (1 ypa): L-I - I USG9 Quad Map I_I Other SECTION H - FLOOD INSURANCE RATE MAP (FIRM) INr-ORMAIION rEL C i Y aAlaE Cal l ilJaliY aLlf€fit i3i col)aiv a la - E.siT,lE TOr I Z OZcI DOLIIS" E I .Soh'!//D I %<GY cI/i• HU ApPaU PAN- EE B8. SUFF X 88. F;ENUMBERbCTr NFJ EVI ED DATE ZO E9(Zone AO, use depth of flooding) 7demosAlor1 .% - ./1/ S 10. Indlcale Via source of [tie Sege Flood Elevation (BFE) date or base flood depth entered In B9. I_ I PIS Profile (FIRM I_I Community Delermined (_I Other (Describe): 1311. Indicate the elevation dolurir used for the BFE In 139: (_j 1 GVD 1929 1_1 NAVD 1988 • I___I Oilier (Describe): 812. Is the building located in a Coastal Bander Resources System (CBRS) area or Otherwise Protected Area (OPA)? I_j Yes I_ o Designation Dale: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1Conslruclion Orawings' j .1_ISutidIng Under Construction' ' I_ Irrlslted Construction A new Elevation Certificate will be required when conslrtic(Iv. VvKhe building Is complete. C2. Building Diagram Number _ (Select the building dlegrem most similar to Ilia building for which Ills cerUlicole Is belrig completed - see pages 8 and T. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevallons - Zones Al-A30, AE, AN, A (wllh BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AF, AR/A1-A30, All/AID, AR/AO Complete Items C3.a-1 below according to Vie building diagram specllled In Item C2. Stale fire datum used. 11 tire tintuni Is dlllererrt horn lie dalum Used for Ilia BFE In Section B, convert the datum to that uded for the BFE. Sltow field measurements and datum conversion balcutatlon. Use (lie space provided or Via Comments area of Section D or Section G, as appropriate, to document lire datum conversion. Datum Converalon/Commenlp Elevation reference mark used - IV. 5 e f Does Die elevation reference mark used ap pear on Ilse FII1M7 I —I Yes I_(L. -Mo d a) Top of bottom floor (Including basement or enclosure) 1 d • b) Top of next higher Moor . 3 c) Bottom of lowest horizonlal structural member (V zones only) b d) Alloched garage (lop of slab) 01 .0 Il (rr)) CI e) Lowest elevallon of Inachinery and/or equipment I servicing Ilia building (Describe In a Comments area.) 0 d 1) Lowest adjacent (tinlshed) grade (LAG) 3e . O fl.(rn) tl g) Highest adjacent (finished) grade (14AG) 30 O fl.(rr) 0 I11 No. of permanent openings (flood vents) within 1 It. above adjacent grade N4 0 1) Total area of oil permanent openings (flood vents) In C3.h N11 sq. In. (sq.- crn) SECTION D - SURVEYOR, ENGINEER, OR ARCIIIIECT CERIIFICAIION Tfilq certllicollpn Is to be signed and sealed by a land surveyor, engineer, or architect oulliorized by law to cattily elevation Inlonnallon. csrflry Mot lire lnlomraflon In Sections A. 13. end C on fills cer1111Cate represents my best e/forfs to Interpret file data available. f understand lha_l_oily false statement stay be purllstleble by nrie or lntplsonnienf under 18 U.S. Code, Section 1001. CEIITTFIEn'e "AME ' 4 GAO!/ eia/ L CEasE t"iLii ir Eri L 5 2 z5rt N Oze-/ V'E 2 AUD-BUS r CiiY SiJ(IE IP COGE 4 q_' /l l S 5 Po, rL -- 3 Z 7'7f BI(3aA1 I1E %« 1 ELEPIIONE Sl/r oL ((o7 3Z q 5-77-d FEMA Form 81- 31, January 2003 See reverse side for conlinuallon. Replaces all previous edillons IMPORTANT: In these spaces, copy the corresponding Information from Section A. For Insurance Company Use: ABU LDINO 8TR]:ET ADDRESS (Inyluding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Pollcy;Number CITY STATE- ZIP CODE CtShipahy' • C Numbar • S"klee.-I FL 1 7,77 SECTION D - SURVEYOR, ENGINEER, PR ARCHITECT CERTIFICATION (CONTINUED) Copy both elder of this Elevation Certificate for (i) community official, (2) Insurance agent/company, and (3) building owner. COMMENTS For Zone AO dnd Zone A (without BFE), complete Items Ei through 0. it the Elevation Ce UNcafe l's brtended for use os supportfng InfomreBon for a LOMA or LOMR-F, Section C must be completed.. El. Building Diagram Number _i (Select the building diagram most similar to the building for which this cerllllcale Is being completed — see pages 8'and 7. It no diagram accurately represents the building, provide a sketch or photograph.) F-2. The top of the bottom floor (including basement or enclosure) of the building Is LL4J ft.(#* I ' 1- Iln.(ewif Lr above or LJ below check one) the highest adjacent grade. E3. For Zone AO only: It no flood depth number Is available, is the top of the bottom floor elevated In accordance with the community's floodplaln management ordinance? L Yes L) No . LJ Unknown. The local official must certify this Information In Section G. SECTION F - PROPERTY OWNER (OR OWN ER'S. REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sedlons A, B. and E for Zone A (without a FEMA-Issued or community -Issued BEE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S 14AME ADDRESS .OITY STATE ZIP CODE SIGNATURE _ :i •. ATE 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 floodplaln management ordinance can complete Sections A, B. C (or E), and O of this Elevation Certificate. Complete the applicable Ilem(s) and sign below. G1. II The Information In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by stale or local low to certify elevation Information. (Indicate the source and dale of the elevation data In the Comments area below.) G2. U 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 04-139) Is provided for community floodplaln management purposes. ISSUED 07. This permit has been Issued for. "New Construction L) Substantial Improvement Gil. Elevation of as -built lowest floor (including basement) of the building Is: _ ft.(m) Datum: G9. BFE or (In Zone AO) depth of flooding at the building site Is: _ R.(m) Datum: LOCAL OFFICRUS WE TITLE COMMUNITY WAE .TE P O E SIGNATURE DATE i COMMENTS L_) Check here if attachment! FFMA Fnrrn R1.11 Al Ir. QQ RFPI Ar:FC Al 1 PRFVIr i IC FrmTIr1NC CITY OF SANFORD PERMIT APPLICATION Permit # : Q(o ( 49 Job Address UPC) W Description of W Historic District: Date: 3' [ (o ' O (.!v 51 Zoning: Value of Work: S 2301Z- D- C!"D Permit T)-pe: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Cottunercial Construction Type: # of Stories: Mechanical Plumbing iC Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gras Lines Z Plumbing Repair — Residential or Commercial Industrial Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel4: Q ( Attach Proof of Ownership & Legal Description) Owners Name & Address: L.1 tnrl e k aCXAV--4•tidd 1 `- 1 pp t Phone: Contractor Name &Addres : ll AYT f C.fE-1k Y kA 0,t01Il g 8 n (' -I S L E21 G 7ru lb•r Leal Lo crt.cl p (' State License Number. ' I Phone &{ O% O 3 T y g Contact Person: K-I ,^- hon W7F34 t (14- Bonding Company: Address: Mortgage Leader. Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme do Li S 713. „ x Signature of Owner/Agent Date ignature of Contractor/Agent Date Print Owner/ Agent's Name Signature of NotaryState of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: PrjAL,Contra gcnt's Name Signature -of - No of Flbtttl""""' "Datc DEBBIE BL/`.': T01J MY co ICN:, OD1be+ 91 Contractor/Agent is `• 'Personally.ki o'wn to Me or Produced ID - Initial & Date) Utilities: Initial & Date) FD: Initial & Date) COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75002 DATE: 1 4 a6 r BUILDING PERMIT NUMBER: (CITY) COUNTY NUMBER: UNIT ADDRESS: 1 ye t%i rF'c.i ` f irrc,i' ' r ( TRAFFIC ZONE: JURISDICTION: 06 CITY OF SANFORD SEC: TWP: pI RNG: 37 — PARCEL: c- - :-l a SUBDIVISION: r"rl '•ram TRACT: PLAT BOOK: 9 _ PLAT BOOK PAGE: 64 BLOCK: LOT: Z s2 OWNER NAME: f f ) i 'f- r / i! kk i Qfl- S i 01 ADDRESS: f-•, < <•vt , r a', c 7 i APPLICANT NAME: ljt S. tuc-', ADDRESS: IcP.1 ri t 1,0;1 uI I- 'Iv kAt 4`1 -,_•iui f' 1 ! : . LAND USE CATEGORY: 001 - Single Family Detached House \ TYPE USE: Residential WORT{ DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE,PER / # 6 TYPE TOTA1 TYPE DIST SCHEDULE DESC. UVIT OF UNITS JJ V ROADS ARTERIALS CO -WIDE 0 dwl un`t s 705.00 " 1 6 705.00 ROADS COLLECTORS NORTH 0 1unit $400.00 ' 1 8 000.00 LIBRARY CO -WIDE 0 \ 1 uni $ 5,4.00 1 $ 54.00 SCHOOLS CO —WIDE 0 \ dwl it $1•,384.00 1 $ 1,384.00 1 AMOUNT DUE 8 2,143.00 STATEMENT RECEIVED BY: r !; f-7 i ' U. G lr'<r`! S GNATURE . E1VEr, RRT N ME) 1U y 'DATE: vl NOTE TO RECEIVING SIGNATORY/APP CANT: 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 THA THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE P IOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISETHAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCUiLATIONS 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. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** ARRANTY DEED RAM 1 ID. TO INDIVID. r / Return to: (enclose self-addressed stamped entelope) S 'PROPERTY ENTERPRISE Address:607 HICKORY AVE. , SANFORD, FL This Instrument Prepared by: Nome: CYNTHIA HAMILTON—SMITH Address: 417 E . 2ND STREET SANFORD, FL 32771 Property Appraisers Parcel Identification 3 5 -1 9- 3 0- 5 0 9- 0 0 0 0. Folio Number(s): Granteelal S.S. II (s) 07 23 99 SPACE ABOVETHIS LINE FOR PROCESSING DATA 111111113 1I1l0®I III BEIM11f1B®113101 HARYANNE KIRWI LURK W CIRCUIT CtII W SENINUU, C(AlttlN BK 06031 FOG 159393 CLERK'S 0 2(K)5212594 RECMRDED 12/09/2005 10:44:55 AN DEED DM TAX 0.70 RECtMiUIN6 FUS 10.00 WWi) O BY t holden . CEF;TIFS tDJ MARYANNE MORSE rl JRK 0d GIRC41T CART X SPACE ABOVE THIS LINE FORIMCORDING DATA T4is arrantij BPEb, Made the 6 th day of December , 2005 , by Mr. & Mrs. Charles & Mary Edwards hereinafter called the Grantor, to S & S PROPERTY ENTERPRISE whose post office address is 6 0 7 HICKORY AVE. , SANFORD, FL 3 2 7 71 hereinafter called the Grantee. Wherever used herein the terms -Grantor" and "Grantee" include all the panics to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, wherever the context so admits or requires.) Xitnjesset4, That the Grantor, for and in consideration of the sum of $ 1 . 0 0 and -other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, - releases, conveys and confirms unto the Grantee all that certain land, situate in SEMINOLE County, State of FLORIDA , viz; 35- 19-30-509-0000-0230 Leg Lots 23 & 24 Cates Add PB3 PG 64 Toget4ex, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. ` o pube anb to Wotb, the same in fee simple forever. Anti the Grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, Pn Pitness p4erevf, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed a d delivered in the presence of.- Lf Witness Signature (as to irs rantor) iPr 1Zn n Z Wigs natu ( as t list rantor) IY I' ir7lJl'0/ Witness Signature ( as to Co -Grantor, if any P me Name WiJBnature (as to Co- antor, if an ) Printed Name ' STATE OF COUNTY OF V L1(A0 ( 0'1- 00'.- &" I Ghftor Signature FM CHarles Edwards Printed Name 1211 W. 11th Street/ P.O. BOX 103 Post Office Address Sanford, FL 32773 Z DC L 3103 100 y7- 1`90- 0 Mary Edwards Cornq r Signature. (if any) Printed Name P. O. BOX 034 Sanford FL 32773 Post Office Address j` t>c. ( F- 1 hereby Certify that on this day, before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared known to me to be the person described in and who executed the foregoing instrument, who acknowledged before me that executed the same, and an oath was not taken. (Check one:) O Said personn(1s)is/are personally known to me. It) Said person(s) rovided the following type of identification: 41 3to310 0 `1 1DO . v fi E fib-3 SSS i' '-k f5y NOTARY RUBBER STAMP SEAL DIANA HERNANDEZ MY COMMISSION # DD 113690 a EXPIRES: May 1, 2006 o:'h' Bonded Thru Notary Public Underwriters Witness my hand and official seal in the County and State last aforesaid this _day of I A.D.S Noury ignatur 14 I1r n-to F1.1 eZ. Printed Name THIS INSTRUMENT PREPARED BY: NAME: MlcrfaEt, 5c:+;iT tiVrS'i ADDRESS: 1oO Cr^_5•r7fL X/r6W crKi 54N v9: Fe-- 54773 NOTICE OF COMMENCEMENT State of Florida County of ScMwoo 1cF Permit No. Tax Folio No. (PID) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) EG- to r S 25 U+7-5 ,VaD Pr' - FG - 4 A i AL-OP'>0=b N St.:M i2 cC c0 1=z. ,'el D pT? f u1,5 KN r;y Isil 5ot'-7741 C-7-s•r- Ac,i-1t> 151fjVF0je> F=L 31,77Z GENERAL, DESCRIPTION OF IMPROVEMENT CERTIFIED COPY NEW 75; 1JC: c 6 96-500VC& MARYANNE MORSE ul OWNER INFORMATION 5 f S P2eP69T'( Eiv`i c2 1`rs 5, iA;C,. =D-PU Name and address - 51q •F IZU. L v327-7 1 n Interest in property (Fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) CONTRACTOit---" , R,JES i INC, Name and address t o 'd Fl- 3z7-7 3 SURETY ( Bonding Company) 111111111111 Bill 11111 Cl 18 a lima al ll HI li n ri n a BI i Nld Name and address MPRYAWf aORSEr. CLERIC, 9F-Vfi lT EaV- 19 ' INW66 6641119 l Amount of Bond BK 06067 PG L 1 15 CLERK' S tk `()t 6(-'14a L Lc: L LENDER REC:I140hD 01/04/M6 02:43:50 PAI Name and addresREL111W I Nb ' FEES 10.00 RECORDED BY t holden Penams within the State of Flod& designated by Owner upon whom notice or other documents may be served as provided by Section 713.13( l)(g}7., Florida Statutes: Li oivFL Name and address 6,07 lH 1 c a? V AV0, s4,2 - Pb Fe- 3o 77 Kt#####t## tt#i#f*+tttt#!######tt##!«#!t#tftli!!###f*t*M####t!#ttttttt#t#lltttttt#1tt#t*#Ottttt• ersons within the State of Florida Designated by Owner upon whom notice or other documents may be served as movided by Section 713.13(lxa)7.,Florida Statutes: Jame and address: tip###t### t##t*#4!t####tt4*st###t#!#stir#tt!##*#*ti•t#tt#t#tt#t#lttttt#t#tttttltttt*i tt+rttA# n addition to himself; Owner Designates of To receive a copy of the Lienor's Notice as rovided in Section 713.13(i)(b), Florida Statutes. tttt###tttttt# t##!!#!wtltt###t#!it#######t###tt###tttttt#ttttttt#tlittt###tt####t###tt#t##t#tt expiration Date of Notice of Commencement The expiration date is 1 year from date of reco =diff t date is s ecified.} Signature of Owner L wworn an u bed before me this Day o " elm My Commission Expires: cp 7 Ada C Cameron fotary Public =* *: MYC0MM!SS!0N# DD184785 EXPIRES February 74 2007 he foregoin instrument was ovi ledged b'bfore ni0' J'"' NCB IN day of by Name of person aclmowledged), who jobi 1374o me or who has wgducco_ (Type of identification), as identification and who did/did not take nd oath. V'_ µ.25. -p V; 0 45,50' SOUTHWEST REX - PAVED R/W SITE LEGAL DESCRIPTION Leg Lots 23 + 24, Cates Addition as recorded in Plat Book 3, Page 64 of the Public Records of Seminole County, FL Parcel ID 035-15-30-505-0000-0230 Otherwise known as 1511 Southwest Road Sanford, FL 32112 FLAN SCOPE OF UJORK Construct a new one story, Single family residence on a now vacant land parcel. The new structure is to have a concrete slab on grade foundation, with concrete block exterior walls. CITY OF SANFORD PERMIT APPLICATION Permit #: lD I $ 40 Date: 18'h(D RECEIVED Job Address: -- ,: S4akeoR'D FL 3z-77L p! iDO 1x) 10 517r Description of Work: NEW 5 i A1&tC- Ff1-M I l le 9'E5/ A&VCI 5 Z006 Historic District: No Zoning: 11/j -Z Valueof Work: S Permit Type: Building Electrical Mechanical Plumbing Firs Sprinkler/Alarm Pool Electrical: New Service - # of AMPS 150 Addition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New J (Dud Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Z Plumbing Repair- Residential or Commercial Occupancy Type: Residential X_ Commercial Industrial Total Square Footage: 1617 Construction Type: SFF- # of Stories: I # of Dwelling Units: I Flood Zone: (FEMA form required for other than X) Parcel #: '45 -1q - 3C - ii"J - 0000 02 30 (Attach Proofof Ownership& Legal Description) Owners Name &Address E 7 P2oP62T`r ENt K I S tS 1 AJ C bo,7 l+, r-K—F Y NVE, 5oWFy?--J, FL 32-7 71 Phone: A07 314 - (so 564 Contractor Name&Address: M t 5, W&57. 11! / NC, toy vraw E*y- 54/yFvM FL 3z-i State License Number: C CSG 067-V l O ' Phone & Rau: dV7 4-3 U Zrj,41 Contact Person 5C OT WES' Phone:-40- 0 ZS4 % 4 07 / 5v ) Bonding Company: Address: Mortgage Lender. -14iA1E - Address: Arehiteci/Engineer. Phone:-407-6Z1-SSS7 Address: 5 3 1 5o o'er 5 R 4 34 i4CTA MOIii'r.- 5Re-141st; , Fe- 3 2 7 (4 F.: '40 7 - SZI -SDI 3 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 3 13 I-P 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 entitieftsu.hwate agement districts, tate gencies, or federal agencies. Acceptance o permit is v r rcatio that 1 ill noti a owner ofthe property ofthe reqLi Le , FS 7DSignatureofOwer/Agent pDate c r/Agent D 1 : c -,( v wl-h wl Print Owner/Agent ame Pri4CCon ctor/Agents ame Augna ure of Notary; orida 0 gNotary-State o %ryltt e MY COMMISSION # DD184785 EXPIRES Ass- a C Come" — February 24, 2007 e= MYCOMMISS!ON# DD184785 EXPIRES BONDED THRUTROY FAIN INSUIWNCE INC ?': dr February 24, 2007 y•. .• Owner/Agent is Personally Known to Me or Contractor/Agent is PerS`01 ArhAnowrrBtZiIWTdW TROY FAIN INSURANCE, INr: Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Zo 3 OAUtilities: J FD: In al & Date) Initial & ate) (Initia & Da e) (Initial & Date) Special Conditions: 1A 0 n% muny Imp FEES by (03 • I - Job (AOw`tt- Truss Truss Type Oty, Ply 1406 A01 ROOF TRUSS 1 2 f7 l 'yo 6 Job Reference o tional 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Dec 08 15:12:35 2005 Page 1 1-4-0 3-9-4 7-0-0 12-3-4 17-4-12 22-6-4 27-9-8 1-4-0 3-9-4 3-2-12 5-3-4 5-1-8 5-1-8 5-3-4 er: uni m= 2,411 m= s e 6m(iT W0 s a r u o rx n10m Wa 3.4= m= sa= a.a r10= a.n 3-9-4 7-0-0 12-34 17-4-12 22-6-4 27-9-8 3-9-4 3-2-12 5-3-4 5-1-8 5-1-8 5-3-4 Plate Offsets x : 2:0-0-00-" 3:0.0-0 0-0-0 4:0.5-4 0-2-0 5:0.0.0 0-ao 6:0-4-0 0-3-0 7:G-D-0 0-0-0 TCLL LOADIN" 10. 0Rep G 2-0-0 crease 1.25 CSI TC 0.47 DEFL In (loc) Well Ud PLATES GRIP TCDL Increase 1.25 BC 0.64 Vert( LL) -0.17 11-13 >999 360 Vert( TL) -0.34 11-13 >971 240 MT20 2M/190 BCLL ess Incr NO WB 0.69 Horz(TL) 0.10 9 n/a n/a C2004/ TP12002 Matrix) Weight: 306lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5.3-13 oc pudins, except end verticals. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) 9=2994/D-5-0, 2=2842/0-7-8 Max Herz 2=246(load case 4) Max Uplifl9=12600oad case 3), 2-11570oad case 4) FORCES ( lb) - Maximum CompressfordMaxlmum Tension TOP CHORD 1.2=0/37, 2-3--5213/1994, 3.4=-51522097, 4-16=5936/2489, 5.16=5936R489, 5.6=59362490, 6-17=3643/1531, 7-17=3643/1531, 7-8=-3643/1531, 8-9=-2768/1294 BOTCHORD2-15=-1817/4497, 14-15=-1817/4497, 13-14=-1930/4641, 12-13=2341/5573, 11-12=2341/5573, 10-11=2341/5573, 9-10=-50/118 WEBS3-15=0/58, 3.14=216/123, 4.14=230/922, 4.13=712/1561, 5.13=675/604, 6.13=-241/442, 6.11=0/437, 6-10=2349/986. 7-10=873/608, 8.10=-1803/4291 NOTES 1) 2-py truss to be connected together with 10d Common(.148'x3) Nails as follows: Top chards connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 120mph (3-second gust); h-1511; TCDL=S.Opsh BCDL=S.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plategripDOL-1.33. 4) Provide adequate drainage to prevent water pending. 5) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1260 lb uplift at joint 9 and 1157 lb uplift at joint 2. 7) Girder carries hip end with 0.0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 642 lb down and 312 lb up at 7.0-0 on bottom chord. The design/ selection of such connection devire(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=60, 4.8=-129(F=69), 2-14=40, 9-14=-86(F=46) Concentrated Loads 0b) Vert: 14=642(F) Job Truss Type pry ply7russ14082ROOFTRUSS1 1 Job Reference (optional) 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Dec 08 15:12:35 2005 Page 1 1-4-0 4-9-4 9-0-0 14-0-0 19-0-0 23-2-12 27-9-8 1-4-0 4-9-4 4-2-12 5-0-0 5-0-0 4-2-12 4-6-12 sur• IWO a= s 1m @ a4. W. 7 r 7 r0 bG 3.9= 3.4= at= „_ 9-0-0 19-0-0 27-9-8 9-0-0 10-0-0 8-9-8 Plate Offsets X 2:0.2-10 D-1 8 LOADING (psf) SPACING 2-0.0 CSI DEFL In (loc) I/dee Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.21 9-11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.48 9-11 >711 240 BCLL 10.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.09 8 n/a Na BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-5 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or B-3.8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS pb/size) 8=1360/0-5-0, 2=1469/0-7-8 Max Harz 2-1 27(load case 4) Max Uplift8--375(load case 5), 2=493(load rase 4) FORCES pb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/d7, 2-3=-2361/652, 3-4=-2120/537.4-12=-1864/534, 512=-1864/534, 5-13=-1860/551, 6-13=-1860/551, 6-7=-2117/557, 7-8=-2350/681 BOT CHORD 2-11=-568/2045, 10.11=-4782021, 9-10=-478/2021, 8-9=-523/2031 WEBS 3-11=234235, 4-11-74/640, 511=306223, 5.9=-313220, 8-9=-72/842, 7-9=223252 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.02; 120mph (3-second gust); h=15ft, TCDL-5.Opsf; BCDL-5.0psf; Category 11; Exp B; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at Joint 8 and 493 lb uplift at Joint 2. LOAD CASE(S) Standard r o63 Job Truss Truss Type Oty Ply 1406 A03 ROOF TRUSS 1 1 Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries. Inc. Thu Dec 0B 15:12:35 2005 Page 1 1 4-0 5-9-4 11-0-0 17-0-0 22-2-12 27-9-8 1-4-0 5-9-4 5-2-12 w= 6-0-0 5-2-12 5-6-12 aoofiF a4o ae = s x.. e a x 7 8r nd xm= 2 2N11 n 3.4= o r 3.4= od= 2..11 a= 5-9-4 11-0-0 17-0-0 22-2-12 27-9-8 5-94 5-2-12 6-0-0 5-2-12 5-6-12 Plate Offsets X 4:0-5-4 0.2-0:Ed a 0.0-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0 29 Vert(LL) 0.11 9-11 999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.57 Vert(TL) 0.24 9-11 999 240 BCLL 10.0 Rep Stress Incr YES WB 0.35 Horz(rL) 0.09 7 n/a n/a BCDL 10.0 Code FBC20041rP12002 Matrix) Weight: 141 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/stze) 7-1360/0-5-0.2-1469/0-7-8 Max Horz2=135(load case 4) Max Uptift7-373(load case 5). 2=492(load case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 3.9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing. FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0137, 2-3=2440/610, 3.13=-1886/496, 4-13=1760/507, 4-5=1636/517, 5-14=1758/519, 6-14=1885/498, 6-7=2423/644 BOT CHORD 2-12=530/2087, 11-12=530/2087, 1D-11=-295/1638, 9-10=-295/1638, 8.9=4792081, 7-8=4792081 WEBS 3-12=0230, 3.11=-529270. 4-11-751475. 4-9=-134/128, 5.9=-58/473, 6-9=526/297, 6-8=0239 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15f1; TCDL=S.Opsf: BCDL=S.Opsf; Category II; Exp B: enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL-1. 33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 7 and 492 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 1406 A04 ROOF TRUSS 1 1 Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industnes. Inc. Thu Dec 0815:12:36 2005 Page 1 1-4-0 6-9-4 13-0-0 15-0-0 21-2-12 27-9-8 1-4-0 6-9-4 6-2-12 2-0-0 6-2-12 6-6-12 Saw 11f 1 100 12 Cie 4 s trl = 41= S a.. a 2 7 1 12 2v40 11 10 9 314= >q= U. 4 L411 a/= 6-9-4 13-0-0 15-0-0 21-2-12 27-9-8 6-9-4 6-2-12 2-0-0 6-2-12 6-6-12 Plate Offsets 3:0-3-00.3-0 4:0-5-0 0.2-0 Ed a 04).A LOADING (pat) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.12 11-12 999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.66 Vert(fL) 0.26 11-12 999 240 BCLL 10.0 Rep Stress Incr YES VVB 0.65 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 148 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS Ob/size) 7=1360/0-5-0, 2=1469/0.7-8 Max Horz 2=135poad case 4) Max Uplift7=373(load case 5). 2=-492(load case 4) BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or B-8-11 oc bracing. FORCES Qb) - Maximum Compresslon/Maxlmum Tension TOP CHORD 1.2=0/d7, 2-3=2406/595. 3-13=1686/440. 4-13=1596/465, 4-5=-1440/472, 5.14=1598/473, 6-14=1690/448, 67=-2387/626 BOT CHORD 2-12=-502/2053, 11-12 504/2D47, 10-11=-213(1437, 9-10=-450/2050, 8-9=-450/2050, 7-8=-450/2050 WEBS 3-12=0298, 3-11=-715/J35, 4.11=-121/485, 4-10=154/175, 5.10=94/508, 6-lD=714/359, 6-8=0/J00 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) VUnd: ASCE 7-02: 120mph (3-second gust); h=15ft; TCDL-5.0psF BCDL-5.Opsf; Category II: Exp 8; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 7 and 492 lb uplift at joint 2. LOAD CASE(S) Standard r/3/a 6 JobJob Truss Truss Type Oty ply A05 1ROOFTRUSS 2 1 Job Reference (optional) 6 200 s Jul 13 2005 MiTek Industries, Inc. Thu Dec 08 15:12:36 2005 Page 1 1-4-0 7-3-4 14-0-0 20-8-12 27-9-8 1-4-0 7-3-4 6-8-12 6-8-12 7-0-12 smb • 147 fA = 000Ii1 544 LAC 3 5 2 1 10 7 M all 34= 314= 2X4 n 3d= 7-3-4 14-0-0 20-8-12 27-9-8 7-3-4 6-8-12 6-8-12 7-0-12 Plate Offsets X 3:0.3.0 0.3.0 6:Ed a 0.0-4 LOADING (psQ SPACING 2-0-0 CSI DEFL in (loe) Vdeft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -014 6-7 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.28 6-7 >999 240 BCLL 10.0 Rep Stress Ina YES WB 0.80 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 132 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7.1 oc pudins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 8-&14 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) 6=1360/0.5-0, 2=1469/0-7-0 Max Horz2=139(load case 3) Max Uplifl6=373(load case 5), 2=492(load case 4) FORCES pb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/J7, 2-3=2373/585, 3.11=-1616/430, 4-11=1524/457, 4-12=1524/455, 5.12=1617/428, 5.6=-2356/615 BOT CHORD 2-10=-486/2021, 9.10=-487/2014, 8-9=4322020, 7-8=4322020. 6-7-432R020 WEBS 3-10=0/309, 3-9=-771/350, 4-9=210/976, 5.9=777/375, 5.7=0/314 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL-5.Op3f; BCDL=5.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; end Vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 492 lb uplift at joint 2. LOAD CASE(S) Standard 3 06 1406 ROOF TRUSS 1-4-0 4-11-10 i 9-5-13 14-0-0 18-6-3 23-0-6 i 28-0-0 30-4-0 14-0 4-11-10 4-6-3 4-6-3 4-6-3 4-6-3 4-11-10 2-4-0 B.b • , 3, 0 = 7-2-11 14-0-0 20-9-5 28-0-0 7-2-11 6-9-5 6-9-5 7-2-11 LOADING(psf) SPACING 2-00 CSI DEFL in (loc) Vdell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.36 10.11 >902 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.74 10.11 >444 240 BCLL 10.0 Rep Stress Ina YES WB 0.73 Horz(TL) 0.52 8 n/a n/a BCDL 10.0 Code FBC2004rrP12002 Matrix) Weight: 137 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-3 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (lb/slze) 2-1467/0-7.8.8-153610.7-8 Max Horz 2-151(load case 5) Max Uplift2=489(load case 4). 8=565(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/d3,2-3=-4113/1068,3-4=3943/920,4-13=-2919/568,5-13=-2861/586,5-14=-2861/584,6-14=-2920/566,6.7=-3893(734,7-8=-4059/839, 8.9=0/80 BOT CHORD 2-12=934/d688, 11.12=631/d329, 10-11=495/d310. 8.10=63373615 WEBS 3.12=1051252, 4-12=1021509, 4-11=704/369. 5.11=-391/2278, 6-11=-685/d49, 6.10=55/467, 7-10=-79/226 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 02; 120mph (3-second gust); h=15ft; TCDL-5.Op3f; BCDL=5.Opsf: Category If: Exp B; enclosed: MWFRS gable end zone; end vertical left and right exposed; Lumber DOL= 1.33 plate grfp DOL-1.33. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Bearing at joint( s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 2 and 565 lb uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 1406 A07 ROOF TRUSS 5 1 Job Reference (optional) 6.200 a Jul 13 2005 MiTek Industries, Inc Thu Dec 08 15,12:37 2005 Page 1 1-4.0, 4-11-10 9-5-13 14-0-0 18-6-3 23-0-6 28-0-0 29-4-0iiri 1-4-0 4-11-10 4-6-3 4-6-3 4-6-3 4-6-3 4-11-10 1-4-0 scar • , 4. ds = s 00F 3140 b4 341, . 3 n so = i ,0 7 L4c b4; i ]00 r7 auo mo 7-2-11 14-0-0 20-9-5 28-0-0 7-2-11 6-9-5 6-9-5 7-2-11 Plate Offsets x 2:0-2-8 0-1-8 3:0-3-00-3-0:0-3-00.3-08:0.2-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.36 11-12 >902 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.74 11-12 >444 240 BCLL 10.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.52 8 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 135lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2-1471/0-7-8, 8=1471/0.7-8 Max Harz2-116( load case 3) Max Uplift2---491( load case 4), 8=4910oad case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2.0133, 2-3=4126/1089, 3.4=3958/942, 4-13=-2937/591, 5-13=-2879/609, 5.14=2879/608, 6-14=2936/590, 6 7=3956/838, 7-8=4126/989, 8-9=0133 BOT CHORD 2- 12=968/3699, 11-12=-667/3343, 10-11-540/3343, 8-10=-762/J699 WEBS 3.12= 103/249, 4-12=-101/507, 4-11=703/368, 5-11=412/2291, 8-11--703/J73, 6-10=-109/507, 7-10=-103/258 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust), h=15ft; TCDL=S.Opsf; BCDL=5.Opsf. Category II; Exp B; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL=1.33. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Bearing at joings) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 491 lb uplift at joint 2 and 491 lb uplift at joint 8. LOAD CASE(S) Standard 1406 ROOF TRUSS 1-4-0 4-11-10 9-5-13 14-0-0 18-6-3 23-0-6 28-0-0 1-4-0 4-11-10 4-6-3 4-6-3 4-6-3 4-6-3 4-11.10 m= 7-2-11 14-0-0 20-9-5 28-0-0 7-2-11 6-9-5 6-9-5 7-2-11 LOADING (psf) SPACING 2-0-0 CSI DEFL In Doc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.37 10-11 >894 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(Q -0.74 10-11 >441 240 BCLL 10.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.52 8 n/a n/a BCDL 10.0 Cade FBC2004/TPI2002 Matrix) Weight: 133 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purilns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-3.6 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1475/0.7-8, 8=1366I0.7-8 Max Horz2=1380oad case 3) Max Upliff2=493(load case 4), 8=373(load case 5) FORCES (lb) - Maximum CompressiordMaximum Tension TOP CHORD 1.2=0/33, 2-3=-4138/1109, 3-4=3971/963, 4-12=-2949/614, 5.12=2892/832, 5-13=2892/631, 6-13=2949/612, 6.7--4004/935, 7-8=-4183/1099 BOT CHORD 2-11=1004/3709, 10-11-706/d355, 9.10=583/3367, 8.9=915/3757 WEBS 3-11-103/248, 4-11=-100/507, 4-10=-703/367. 5-10=432/2302, 6-10=715/387, 6.9=-140/535, 7.9=120/276 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category II; Exp B; enclosed: MWFRS gable end zone; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL-1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 493 lb uplift at joint 2 and 373 lb uplift at joint 8. LOAD CASE(S) Standard C 06 Job Truss Truss Type Oty Ply 1406 A09 ROOF TRUSS 4 1 Job Reference (optional) 6 200 s Jul 13 2005 MiTek Industries, Inc Thu Dec 08 15:12:38 2005 Page 1 1 4-0 7-3-4 14-0-0 20-8-12 28-0-0 1-4-0 7-3-4 6-8-12 6-8-12 7-3-4 sor • i n. a= se o N4. 3 s r 10 u r m= 21411 m= L4= 3411 m= 7-3-4 14-0-0 20-8-12 28-0-0 7-3-4 6-8-12 6-8-12 7-3-4 Plate Offsets X 3:0.3.0 0-3-0 LOADING (psf) SPACING 2.0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.16 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(rQ -0.33 6-7 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.10 6 n1a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 133lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 841-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1375/Mechanical, 2=1484/0-7-8 Max Horz 2-139poed case 3) Max Uplift6=3770oad case 5), 2-495(load case 4) FORCES (lb) - Maximum Compresslon/Maxlmum Tension TOP CHORD 1-2=0/J7, 2-3=-24D4/592, 3-11-1647/435, 4-11=1554/462, 4-12--1554/462, 5.12=-1649/434, 5.6=2435/634 BOT CHORD 2-10 =491/2D49, 9-10=493f2D42, 8-9=453/2109, 7-8=-453/2109, 6.7=-453/2109 WEBS 3-10=0/309, 3-9=772/351, 4-9-219/1007. 5-9=840/d92, 5.7=0/324 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15R; TCDL=S.Opsf; BCDL=5.Opsf; Category II; Fxp B; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection pry others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 6 and 495 lb uplift at joint 2. LOAD CASE(S) Standard CS, 11-3106 Job Truss Truss Type Oty Ply 1406 A10 ROOF TRUSS 7 t Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Dec 08 15.12:38 2005 Page 1 1-4-0 6-9-4 13-0-0 15-0-0 21-2-12 28-0-0 1-4-0 6-9-4 6-2-12 2-0-0 6-2-12 6-9-4 Sac v+i m= tl = 4 3 LOOP-2 ii0 4 m. 3 7 r 12 11 to s a 3d 2.411 3.1 US 3.4 29411 3d v 6-9-4 13-0-0 15-0-0 21-2-12 28-0-0 6-9-4 6-2-12 2-0-0 6-2-12 6-9-4 Plate Offsets X 3:0.3-00-3-0 4:0-5-40-2-0 LOADING (ps0 SPACING 2-0-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 20. 0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.13 11-12 >999 360 MT20 2441190 TCDL 10. 0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.27 11-12 >999 240 BCLL 10. 0 Rep Stress Inv YES WB 0.71 Horz(TL) 0.10 7 n/a n/a BCDL 10. 0 Code FBC2004/TPI2002 Matrix) Weight: 149lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3$12 oc purilns. BOT CHORD 2 X 4 SYP No 2 BOT CHORD Rigid ceiling directly applied or B-7-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 7=1375/Mechanlcal, 2=1484/0-7-0 Max Horz 2=135(load case 4) Max Uplifl7- 377(load case 5). 2=495(load case 4) FORCES Qb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/J7, 2-3=2436/601, 3.13=-1718/446, 4-13=1627/470, 4-5=-1471/476, 5-14=-1633/480, 6.14=-1726/454, 6-7=-2474/647 BOT CHORD 2-12=508/2081, 11-12=509/2074, 10.11--219/1466, 9.10=473/2147, 8.9=-4732147, 7-8=473/2147 WEBS 3- 12=0296, 3-11-714/J35, 4-11=-121/487, 4-10=-147/183, 5-10=-99/521, 6.10=784/379, 6.8=0/309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15fl; TCDL=S.Opsf; BCDL=S.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 7 and 495 lb uplift at joint 2. LOAD CASE( S) Standard ic A/ 0 6 r Job Truss Truss Type Oty, Ply 1406 All ROOF TRUSS t 1 Job Reference (optional) 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Dec 08 15:12:38 2005 Page 1 1-4-0 5-9-4 11-0-0 17-0-0 22-2-12 28-0-0 1-4-0 5.9-4 5-2-12 6-0-0 5-2-12 m= 5-9-4 a= 4 5 6 Dof b L x x r r a u ,o r r 3.4= xa= W a m= 5-9-4 11-0-0 17-0-0 22-2-12 28-0-0 5-9-4 5-2-12 6-0-0 5-2-12 5-9-4 Plate Offsets x 4:0.54 0-2-0 LOADING (P30 SPACING 2.0-0 CSI DEFL In (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) -0.12 9-11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.25 9-11 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.10 7 n/e n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 142 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8.66 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS pb/size) 7=1375/Mechanical, 2-1484/0.7-8 Max Horz 2=1350oad case 4) Max Uplilt7-377(load case 5). 2=495Qoad case 4) FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/37, 2-3=-2470/616, 3-13=1918/503, 4-13=1791/514, 4-5=1678/523, 5-14=1806/529, 6.14=1933/508. 6-7=-2527/670 BOT CHORD 2-12=-5352114, it-12=-535/2114, 10-11=-301/1668, 9-10=-301/1666, 8.9=-508/2197. 7-8=-508/2197 WEBS 3-12=0/229. 3-11=528/269, 4-11=-75/475, 4-9=-119/147, 59=-63/497, 6.9=606/J21, 6.8=0248 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=5.Opsf; Category Il; Exp B; enclosed; MWFRS gable and zone; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Refer to glyder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 7 and 495 lb uplift at joint 2. LOAD CASE(S) Standard C9— t 3 o 6 Job Truss Truss Type pry Ply 1406 Al2 ROOF TRUSS 1 1 jJob Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Dec 08 15,12:38 2005 Page 1 1-4.0 4-9-4 i 9-0-0 15-4-9 21-7-7 28-0-0 1-4.0 4-9-4 4-2-12 6-4-9 6-2-13 6-4-9 3eY• tlhl A = a= 4 S soof3 a.. 3 a. a a= p r tot 3a It Is 13 mu = >,. = a. II m = a. 11 9-0-0 15-4-9 21-7-7 28-0-0 9-0-0 6-4-9 6-2-13 64-9 Plate Offsets 2:0.8-0 0-0-6 3:0-0-00.0-0 4:0.0.0 0.0-0 5:0.4-0 0-3-0 6:0-0-0 0.0.0 :0-0.0 0-0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.18 2-12 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.42 2-12 >794 240 BCLL 10.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.08 8 n/a rVa BCDL 10.0 Code FBC2004/1•PI2002 Matrix) Weight. 152lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-7 oc pudlns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid telling directly applied or 7-4-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-8 REACTIONS ( lb/size) 8-1374/Mechanical, 2-1483/0.7-8 Max Horz 2=301(load case 4) Max Uplift8=-483(load case 3). 2-482(load case 4) FORCES Qb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37, 2-3=2371/628, 3-4=2136/593, 4-13=1882/569, 5.13=-1881/570, 5-14--1525/508, 6-14=1525/508, 6.7=-1525/508, 7-8=1252/485 BOT CHORD 2-12=719/2055, 11-12=699/2116, 10.11=-699/2116, 9-10=6992116, 8.9--20/55 WEBS 3-12=217/225. 4-12=54/601. 5-12=291219. 5.10=0221, 5-9=733236, 6.9=-383/292, 7-9=-604/1820 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15fl; TCDL=S.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed: MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL-1.33. 2) Provide adequate drainage to prevent water ponding. 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 463 lb uplift at joint 8 and 482 lb uplift at joint 2. LOAD CASE(S) Standard l3 0 6 Job Truss Truss Type ty Ply 1406 A13 ROOF TRUSS IQ1 2 Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Thu Dec 08 15:12:39 2005 Page 1 14-0 3-94 7-0-0 12-3-14 17-6-0 22-8-2 28-0-0 1-4.0 3-9-4 3-2-12 5-3-14 5-2-2 5-2-2 5-3-14 sor: v"i 6m a m.c 0 2 r rs ua= u u n io W11 m= m= m= W11 mo= 2.411 3-9-4 7-0-0 12-3-14 17-6-0 22-8-2 28-0-0 3-94 3-2-12 5-3-14 5-2-2 5-2-2 5-3-14 Plate Offsets x 2:0-0-00-0-o 3:0.0.0 0-0-0 4:0-5-40-2-0 5:0.0.0 0.0-0 6:0.4-0 0.3-0 7:0-0-0 0-0-0 LOADING (psQ SPACING 2-0-0 CSI DEFL in (I-) I/de0 Ud PLATES GRIP TCLL 20. 0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.17 11.13 >999 360 MT20 244/190 TCDL 10. 0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.35 11-13 >936 240 BCLL 10. 0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.10 9 n/a n/a BCDL 10. 0 Code FBC20041TP12002 Matrix) Weight: 308 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purtins, except end verUcais. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or B-9-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 9=3070/Mechanical, 2=2898/0-7-8 Max Horz 2=247(load case 4) Max Uplilt9=- 1296(load case 3), 2=1181(load case 4) FORCES pb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0137, 2-3=53242046, 3.4=52732152, 4-16=6117/2572, 5-16=6116/2572, 5.6=-611712573, 6.17=3770/1589, 7-17=-3770/1589, 7-8=3770/1589, 8.9=-2837/1330 BOT CHORD 2-15=1859/4593, 14-15-1859/4593, 13-14-1980/4750, 12-13=2426/575B, 11-12=-2426/5758, 10-11=-2426/5758, 9-10=52/123 WEBS 3. 15=0/55, 3-14=-223/137, 4-14=226/924, 4-13-749/1643. 573=-695/623, 6.13--239/435, 6-11=0/450, 6.10=-2412/1015, 7-10=693/627, 8.10--1865/4425 NOTES 1) 2- pty truss to be connected together with 1 Od Common(. I 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at D-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-94) oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Wind: ASCE 7-02; 120mph (3-second QUM): h=15f1: TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone: Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1296 lb uplift at joint 9 and 1181 lb uplift at joint 2. 8) Girder carries hip end with D-0-0 right side setback, 74)-0 left side setback, and 7-0-0 end setback. 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 642 lb down and 312 lb up at 7-0-0 on bottom chord. The deslgn/selection of such connection device(s) Is the responsibility of others. LOAD CASE( S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( pIQ Vert: 1- 4=-60, 4-8s131(F-71), 2-14=40. 9-14=-88(F--47) Concentrated Loads ( lb) Vert: 14= 642(F) I1406 181 ROOF TRUSS 1 1 1 s 1-4-0 3-1-0 6-2-0 7-6-0 1-4-0 3-1-0 3-1-0 1-4-0 Sur• ne = 0 3-1-0 6-2-0 3-1-0 3-1-0 LOADING (psf) SPACING 2-0-0 CSI DEFL In loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.00 6 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.01 2-6 >999 240 BCLL 10.0 Rep Stress Ina NO WB 0.04 Horz(rL) 0.00 4 n/a n/a BCDL 10.0 Code FBC20041TPI2002 Matrix) Might: 26lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=380/0-7-8, 4=380/0.7-8 Max Horz2=-20(load case 5) Max Uplift2=-220(load case 4), 4-220(load case 5) FORCES pb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37, 2.3=-295/51, 3-4Z295/52, 4-5=0/37 BOT CHORD 2-6=0207, 4-6=0/207 WEBS 3-6=0/134 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust): h-15ft; TCDL=S.Opsh BCDL=S.Opsf; Category II; Exp 8; enclosed; MWFRS automatic zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL-1.33. 3) Truss designed for wind toads In the plane of the truss only. For studs exposed to wind (normal to the face), see MITek 'Standard Gable End DeWr 4) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220lb uplift at joint 2 and 220 lb uplift at joint 4. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 1406 Ct ROOF TRUSS 1 1 Job Reference o tional 6.200 s Jul 13 2005 MITek Industries, Inc. Thu Dec 08 15:12:39 2005 Page 1 141-0 8-8-0 17-4-0 1-4-0 8-8-0 8-8-0 e4 • 1'00 40 = L4 II 34 II 7 r Di4 II 2.4 IIa00r1T b4 a Wit s to J 7 14= 2.4 II a4 II 2.411 b4 II W It 3,4= 34 II W II 3.= 17-4-0 17-4-0 LOADING (pso SPACING 2-0-0 CSI DEFL in floc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 1 n/r 120 BCLL 10.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 10 n1a We BCDL 10.0 Code FBC2004/TPI2002 Matrix) VWght: 82lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/slze) 10=115/17.4-0, 2=227/1740, 15=185/17-4-0, 16=203/17-4-0, 17=188/17.4-0, 18=239/17-4-0, 14-207/17-4-0, 12=174/17-4-0, 11=279/17-4-0 Max Horz 2-113(load case 4) Max Uplift10=12(load case 5), 2=-133(load case 4), 16=-91(load case 4), 17=106(load case 4), 18=-81(load case 4), 14=940oad case 5), 12=87(ioad case 5). 11=1370oad case 5) Max Grav10=1150oad case 1), 2=227(load case 1). 15=185(load case 1), 16=208(load case 8). 17=188(load case 1). 18=2400oad case 8), 14=2110oad case 9), 12=174goad case 1), 11-279(load case 9) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2.3=77/40, 3-4=-44/63, 4-5=-41/105, 5.19=-41/143, 6-19=-14/149, 6-20=14/149, 7.20=-41/141, 7-8=-40/89, 8-9=-46/38, 9.10=-57/J2 BOT CHORD 2.18=0/82, 17-18=0/82, 16-17=0/82, 15-16=0/82, 14-15=0/82, 13-14=0/82, 12-13.0/82, 11-12=0/82. 10-11=0/82 WEBS 6-15=106/0, 5-16=-126/113, 4-17=113/118. 3-18=-143/123, 7-14=-128/114, 8.12=-107/110, 9.11=-161/148 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category It: Exp B. enclosed; MWFRS gable end zone: end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL=1.33. 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek'Standard Gable End Detail' 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 10. 133 lb uplift at joint 2, 91 lb uplift at joint 16. 106 lb uplift at joint 17, 81 lb uplift at joint 18, 94 Ib uplift at joint 14. 87 lb uplift at joint 12 and 137 lb uplift at joint 11. LOAD CASE(S) Standard 3 061 t IJob Tru; 1406 CA ROOF TRUSS 1 s 1-4-0 1-0-0 1-0-0 LOADING (psQ SPACING 2-0 0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 10.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a rUa BCDL 10.0 Code FBC20041TPI2002 Matrix) Weight: 6lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2-204/0-7-8, 4=19/Mechanical, 3=-43/Mechanical Max Horz2=80(load case 4) Max Uplift2=-202(load case 4). 3=43(load case 1) Max Grav2-204(load case 1), 4=19(load case 1), 3=68(load case 4) FORCES pb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/36, 2-3=-49134 BOT CHORD 2-4-0/0 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15f1; TCDL=5.Opsh BCDL=5.Op3f; Category II; Exp B; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL=1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 3) Refer to glyder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 2 and 43 lb uplift at joint 3. LOAD CASE(S) Standard V-4 6 11406 ICJ3 ROOF TRUSS 1 s 1-4-0 3-0-0 3-11d) 3-0-0 W . LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.20 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Ven(TL) -0.01 2-0 >999 240 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20041TPI2002 Matrix) Weight, 12lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3 0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=42/Mechanlcal, 2=266I0-7-8, 4=53/Mechanlcal Max Horz2=131(load case 4) Max Uplill3=38(load case 5), 2=-180(load case 4) FORCES Qb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/37, 2-3=-55/13 BOT CHORD 2.4=0/0 NOTES 1) Wind: ASCE 7-02: 120mph (3-second gust); h=15ft; TCDL-5.Op3f: BCDL=5.Opsf: Category II: Exp B; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL-1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 180lb uplift at joint 2. LOAD CASE(S) Standard I1406 ROOF TRUSS 4 1 1 s Jul 1 1 1-4-0 5-0-0 1-4-0 5-0-0 LOADING (psQ SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 SCLL 10.0 Rep Stress Ina YES BCDL 10.0 Code FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) 3=117/Mechanical, 2=351/0-7-8, 4=93/Mechanical Max Horz 2=186(load case 4) Max Uplift3=113(load case 4). 2=-182(load case 4) FORCES (lb) - Maximum Compre331on1Maxlmum Tension TOP CHORD 1-2=0/87, 2-3=76/43 BOT CHORD 2-4=0/0 5-0-0 CSI DEFL In loc) Vdefl Ud PLATES GRIP TC 0.21 Vert(LL) -0.02 2-4 >999 360 MT20 244/190 BC 0.20 Vert(Q -0.06 2-4 >924 240 VVB 0.00 Horz(TL) -0.00 3 n/a n/a Matrix) Weight: 18 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. nb. NOTES 1) Wind: ASCE 7-02: 120mph (3-second gust); h=15ft; TCDL-S.Opsf; BCDL=S.Opsf: Category II; Exp B; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL=1.33 plate gripDOL=1.33. 2) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift el Joint 3 and 182 lb uplift at Joint 2. LOAD CASE(S) Standard 3 06 Job Truss Truss Type Oty Ply 1406 Gt ROOF TRUSS 1 1 lJob Reference o tional 8.200 s Jul 13 2005 MITek Industries. Inc Thu Dec 08 15:12:41 2005 Page 1 1-4-0 10-8-0 21-4-0 22-8-0 1-4-0 10-8-0 10-8-0 1-4-0 JOY • 1 ] M = 7 aNa 21411 2.411 2,111 ml F S , a.0 a.a w W11 a. 11 11 n n 6 1] 1 1] a. n a. n a. n aul a. n a. a a. a a. = a. n a. n "' _ 21-4-0 21-4-0 LOADING (psi) TCLL 20.0 SPACING 2-D-0 CSI DEFL in poc) Well Ud PLATES GRIP TCDL 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.18 BC 0.06 Vert(LL) -0.00 13 n/r 90 Vert(TL) -001 13 r1/r 120 MT20 2441190 BCLL 10.0 Rep Stress Incr NO 1N8 0.06 Horz(TL) 0.00 12 n/a n/a BCDL 10.0 Code FBC2004/rP12002 Matrix) Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS Qb/size) 2=227/21.4-0. 19=188/21-4-0. 20=19921.4-0. 21=20321-4-0.22=18821.4-0.23=23921-4-0. 18=199214-0. 17=20321-4-0, 15-188/21+0, 14=239/21-4-0, 12=22721-4-0MaxHorz2=115(load case 5) Max Uplift2=-119(load case 4), 20=-90(load case 4). 21=-99(load case 4). 22=103(load case 4), 23=-82(load case 4), 18=-88(load case 5). 17--99(lood case 5). 15=103(load case 5). 14=-82(load case 5), 12=-141(load case 5) Max Grav2=227(load case 1), 19=188(load case 1), 2D=204(load case 8). 21-203(load case 1). 22-188(load case 8). 23=239(load case 8), 18=204(load case 9), 17=203(load case 1). 15=188(load case 9). 14=239(load case 9). 12=227(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0rJ6.2-3=105/51, 3-4-44/80, 4-5=-40/121. 5.6=41/166, 6-24=-41/198, 7-24=-2203. 7-25=2201, 8.25=-41/196. 8.9=-41/144. 9.10=-4081. 1D•11=-43132. 11-12=5726. 12-13=0r36BOTCHORD2-23=0/140,22-23=0/140,21-22=0/140,20-21=0/140.19.20=0/140,18-19=0/140.17-18=0/140.16.17=0/140,15.16=0/140,14-15=0/140.12-14=0/140WEBS7-19=108/0, 6.20=124/109. 5.21=-122/121. 4-22=113/116. 3-23=143/123.8-18=124/107, 9-17=122/121. 10.15=-113/116, 11-14-143/123 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-02; 120mph (3-second gust); h=15f1; TCDL=S.Opsf; BCDL=S.Opsf; Category 11: Exp 8; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL=1.33. 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face). see MITek "Standard Gable End Detail" 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 2. 90 lb uplift at joint 20. 99 lb uplift at joint 21, 103 lb uplift at joint 22, 82 lb uplift at joint 23, 88 lb uplift at joint 18, 99 lb uplift at joint 17, 103lb uplift at joint 15. 82 lb uplift at joint 14 and 141 lb uplift at joint12. LOAD CASE(S) Standard C5 1- a6 1406 r ROOF TRUSS 1-4-0 5-7-4 10-8-0 15-8-12 21-4-0 22-8-0 1-4-0 5-7-4 5-0-12 5-0-12 5-7-4 1-4-0 5C.% a= 7-3-8 14-0-8 21-4-0 7-3-8 6-9-0 7-3-8 LOADING (psq SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.47 TCDL 10.0 Lumber Increase 1.25 BC 0.70 BCLL 10.0 Rep Stress Incr NO VVB 0.25 BCDL 10.0 Code FBC2004/TPI2002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1273/0.7-8, 6-1273A)-7-8 Max Horz 2-115(load case 5) Max Upli1t2=420(load case 4). 6=4200oad case 5) DEFL In (loc) VdeB Ud PLATES GRIP Vert(LL) -0.15 8.9 >999 360 MT20 244/190 Vert(fL) -0.31 8-9 >812 240 Horz(TL) 0.05 6 n/a n/a Weight: 99 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compresslon/Meximum Tension TOP CHORD 1-2-0/d7, 2-3=2014/475, 3-10=-1846/465, 4-10=-1722/476. 4-11=-1722/477, 5.11=-1846/465, 5-6-2014/478, 8.7=0/37 BOT CHORD 2-9 394/1715, 8-9-160/1187, 6-8=-287/1715 WEBS 3-9=-255/261, 4-9=177/775, 4-8=-177/775.5-8=-255261 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-3econd gust); h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; end vertical left andrightexposed; Lumber DOL=1.33 plate grip DOL=1.33. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420lb uplift at joint 2 and 420 lb uplift at joint 6. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pig Vert: 1.4-60. 4-7=-60, 2-9- 40, 8-9=80(17=40), 6-8=40 Job I,ply Truss Truss Type Oly 14l)8 G3 1ROOFTRUSS 1 3 Job Reference (optional 6 200 s Jul 13 2005 MiTek Industries, Inc. Thu Dec 08 15:12:42 2005 Pege 1 5-94 10-8-0 15-6-12 214-0 22-8-0 5-9-4 4-10-12 mn s 4-10-12 5-94 14-0 br•i saol3 A o x s LIO= 5-94 ro mu 3 8-3-4 10-34 6 u= ee= 1 -8 O 12-34 14-2-8 3.811 s.ro= 15-6-12 21-4-0 5-94 0-6-0 2-0-0 2-0-0 04-12 1-7-4 1-114 1-4-4 5-9-4 Plate Offsets 1:0-5-00-1- 5..0.5-00-1- e:o 4 0 0 4 0 LOADING (psf) TCLL 20. 0 SPACING Plates Increase 24-0 1.25 CSI DEFL In (loc) Vdefl Ud PLATES GRIP TCDL 10. 0 Lumber Increase 1.25 TC 0. 61 BC 0. 92 Vert(LL) Vert(TL) 0.17 7-8 >999 360 0.33 7-0 >744 240 MT20 244/ 190 BCLL 10. 0 Rep Stress Inv NO WB 0.87 Horz(fL) 0.08 5 Na Ne BCDL 10.0 Code FBC2004frPI2002 Matrix) Weight: 355 lb TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 1=8530/0-7-8, 5=6017/0.7-8 Max Horz 1=-1400oad case 5) Max Uplifi1=- 2657(load case 4), 5-2180(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=14146/4464, 2-11=9597/3237, 3.11=9479/J240, 3-12=-9469/3244, 4-12=9574/J230, 4-5=12581/4394, 5-6=0/41 BOT CHORD 1-13=3937/12519, 13-14=3937/12519, 14-15=3937/12519, 10-15=3937/12519, 10.16=3937/12519, 18.17=3937/12519, 9-17=3937/12519, 9.18=-3937/12519, 8.18=3937/12519, 8-19=-3767/11074, 19-20=3767/11074, 7-20-3767/11074. 5-7-3767/11074 WEBS 2.10=1072/4215, 2-8s4628/1406, 3-8=2705/8174, 4.8=2957/1325, 4-7=-1053/2751 NOTES 1) 3-ply truss to be connected together with 10d Common(.148'x3) Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 3 rows at 0.40 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute onlyloadsnotedas (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this deslgn. 4) Wind: ASCE 7-02: 120mph (3-second gust); h=15ft; TCDL-S.Opsf; BCDL=S.Opsf: Category II; Exp 8; enclosed; MWFRS gable end zone; end vertical left and right exposed; Lumber DOL-1.33 plate grip DOL-1.33. 5) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2657 lb uplift at joint 1 and 2180 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1335 lb down and 387 lb up at 1-0-12. 1335 lb down and 387 lb up at 3- 0.12, 1335 lb, down and 387 lb up at 5.0-12. 1335 lb down and 387 lb up at 6-3-4. 1335 lb dawn and 387 lb up at 8.34, 1335 lb down and 387 lb up at 10.3- 4, and 1334 lb down and 481 lb up at 12-3.4. and 3030 lb down and 1311 lb up at 14-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular. Lumber Increase-1. 25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1- 3=60, 3- 6=-60, 1-5=-40 Concentrated Loads (Ib) Vert: 13= 1335(B) 14=- 1335(B) 15=1335(8) 16=1335(B) 17=-1335(B) 18=-1335(8) 19=1334(B) 20=-3030(B) 3 0001 7 I1406 MONO TRUSS 1-10-10 5-4-7 1-10-10 5-4-7 9-9-7 4-5-0 0-0-1 sob.ms s_ Li. 6 2. 17 m.c a.0 5-4-7 9-10-1 5-4-7 4-5-10 LOADING 050 TCLL 30.0 SPACING Plates Increase 2-0-0 1.15 CSI TC DEFL In (loc) UdeO Ud PLATES GRIP TCDL 10.0 Lumber Increase 1.15 0.61 BC 0.76 Vert(LL) -0.07 Vert(TL) -0.14 7-8 >999 240 7-8 >824 MT20 244/190 BCLL 10.0 BCDL 10.0 Rep Stress Incr NO Code FBC20047rP12002 WB 0.43 Horz(TL) 0.02 180 6 n/a n/a Matrix) Weight: 42 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOB CHORD 2 X 4 SYP N0.2 TOP CHORD Structural wood sheathing directly applied or 5.7.3 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 1 D-0-0 oc bracing. REACTIONS (lb/size) 2=673/0.5-8, 6=600/Mechanlcal, 4-336/0-1-8 Max Horz 2-296(load case 3) Max UpUR2=-217(load case 3), 6=-910oad case 3), 4=230(load case 3) FORCES (lb) - Maximum Compression/Maxlmum Tension TOP CHORD 1-2=0/49, 2-3=1103/92, 3-4--114177, 4-5=7/0 BOT CHORD 2-8=304/1004, 7-8=304/1004, 6-7=0/0 WEBS 3-8=0/315, 3.7=1114/337 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h-18f1; TCDL-6.0psf; BCDL-6.Opsh Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL-1.33plategripDOL-1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with arty other live loads. 3) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quaky assurance Inspection. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 6. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt($) 2 and 4. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: 1-2=-80 Trapezoidal Loads (pH) Vert: 2=5(F=38, 8=38)-to-4=194(F-57, B=57), 4=-134(F=57, B=57)-to-5=-137(F=58, 8=58), 2=-O(F=20, B=20)-to-6=98(F--29, 8=29) 3.4 _ 3 06l/ PROJECT SUMMARY Entire House mopet' DEL AIR HEATING,AIR CONDITIONING,R Job: 1406 1/3/06 109 COMMERCE STREET, LAKE MARY, Fl. 32746-6206 Phone: (407) 831-2665 Project• • Far. l 5W r 0 0T14 E-7r 9 D, 5q,a-Poea rL- 3Z77 Z Notes: g(, l 1_>C e , M . 5. w&3-r- ".v C 1015 CZt'STfFL (cam S+fA Zr> F-c- 5Z7 7 3 Weah r. Aialclq AR FL, US Winter Design Conditions OuWde db Inside db Des gnTD Heating Summary Summer Design Conditions db 70 °°FF Inside db D* rar Rt>fa6 e Moisture difference ermiali hheo foss 25 295 Btuh V air 0 Cfm Vendation & foss Desk beat bed 25295 Infiltration Method Sirriplified CalstructioriFhoaces quality Averag0e Area Heal0p_q Cooling Volume (n) 11328 11328 w A'GF (dm) 189 50O' 944 Heating Equipment Summary We CAR UR Trade Model ex I-rYxd Heft output Terripfthie rise Actual Air flow factor StaticSpace tenx 8,3 FISPF 00 1 @ 47-F 1000 cfm 0.040 dhiSfib 0.40 h H2O 93 OF 8 'FF M 50 % 43 grAb Sensible Cooling Equipment Load Sizing Shicture 17628 Ventilafim 990 Design teri swig 3.0 OF mfgUseTRateolswinotal Wuip•ked 1.00 18618 Bfuh Latent Cooling Equipment Load Sizing Internal gains 920474 Bhh Verr labor BkhInfiltration1474 Total latent eqW bad 5178 Total ee q rrnt load capacity 23796 Req. total at 0.80 SHR g Cooling Equipment Summary Mae G4F3E2 Trade Land Cd Efficiency 135 EER ultent Total co°Gr>g 29000 Btuh Actual air flow 1000 Cfm Air flow factor 0.057 dhiStuh Static pressu 0.4in H2O Load sensibieheat ratio 78 Bold/ italic values have been manually overridden PrQtAxd Certified by A= to meet ag retwr ements of Martial J 7M Ed. Wri4gh1t: 50fC Right -Suite Residential 5.5.17 RSR26017 AC. GA E:XFiles\SdSPROPERTYENTERPRISE1140611406.rsr 2008-Jan-03 14:03:13 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1406 113/06 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculatinn* I. Miter mfilbafim AVF 1.00 ach x 11328 ft3 x 0.0167 = 189 Cfm 2 Winter hfibation load 1.1 x 189 Cfm x 32 °F MarTD = 6646 BhjhaVMWhfflr4onHTM 6646 Bkh / 176 ft2 Total winx l = 37.8 Btuhlf12 and door area Procedure B - Summer Infiltration HTM Calculatinn 1. Summer itfdtiatiorl AVF 0.50 ach x 11328 ft3 x 0.0167 = 94 cfm 2 Siurvr>er infiltration bed 1.1 x94 cfm x 18 °F SLrrnwTD = 1869 BGhaswiiTeridi[ratb HTM 1889 Br jh / 176 ft2 Total window = 10.6 Btuhlft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grim moistdiff. x 94 cfm = 2784 Bhjh rroceoure u - tqulpment Sizing Loads 1. Sensible sWM bad Sensible verdafion bad 1.1 x 50 cfm vent x 18 `F BmnaTD - Sensblle bad for smichire ov 17628 MhSumofverdationand1bads ± 18618 Bluli E nt sel' x 1.00 18518 Bkh 2 latent Sizing bad Latent ventilation bad 0.68 x 50 cfm vent x 43 gdlb moistdiff. = 1474 BILKInternalbads = 230 B-h x 4 people + 920 BtuhInfttrationbadtomProoediueC + EWOT enl skN bad - Want = 5178 Bkjh M MUwal Uua" is: a No. of Replaces is: 0 BOldlitalic values have been manually overridden PrinW wtified by ACCA to meet all regtirerrltfts of Mwx d J 7ih Ed. wrnghtsoft Right -Suite Residential 5.5.17 RSR26017 E:\Files\SdSPROPERTYENTERPRISE\1406\1406.rsr 2006-Jan-03 14:03:13 Page 1 RIGHT,J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job:1406 113/06 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 631-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R KIT a n w a C n 0 d 1 1 9D 1.0 1.0 1.0 5.0 54.4 32.0 0.0 BED 2 a n IN a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 32.0 0.0 BED 3 a n S a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 30.4 16.0 14.1 BATH GREAT RM b n e a c n 0 d 1 1 90 1.0 1.0 1.0 6.8 54.4 41.0 0.0 MSTR BED a n e a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 MSTR W.I.C. MSTR BATH wnghtsoft Right -Suite Residential 5.5.17 RSR26017 2006-Jan-03 14:03:13 AM E:1Files\SSSPROPERTYENTERPRISE%1406%1406.rsr Page 1 IG}iT WORKSHEET nbre ouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1406 1i3106 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 nrr+rvu,[ m rn Mare dimm En6a Rase w BED 2 BED 3 3 176.0 R 320 R 33.0 R 25.0 R 20.0x 11.OR 17.0x 130R 120x 160 R4CeingsCoraOption8.0 R Fea<bcd d 8.0 R hea<bod 8.0 R Feetllod 8.0 heeNlod TYPE CF MM Area Load (BW Pray Load W) Area Load (Blh) Area I Lox! (B h) NQ Ht8 CI9 Fttg Clg R') Hlg Clg fM Flg Clg 11 H G8 5 TGr= a 14B 4.64. 06 2121 1098 b 14B 0 c 12C 29 1.9 72 p parffors I d I I 001 O.OI OIe0.00 0.0 0 I OI I - I p r 0.0 0.0 0 0 0 6 ftdt ersard I a 1C 370 96 e 11ffi 11ffi id I ,9d°°" I bic fic 9C 1I 37:7OI I 410 0I1515( I OI I pI 01 I I 1 7.0 1 0 1 0 0 0- 0 I1C 0.0 oI ul OI 01 1 OI OI I 0 r 0.0 0 01 0 01 0- 01 7 V1idwaard North 20.4 14 297 0 0 0 0 ENV I A 1 0 I 1 0154A1211112011741111741 SE /V Safi 0.0 304 0- 2 0 58 0- 0 1 0 1 0 0 0 0 0 1 1 0 58Ftorz0.0 0- 0 0- 0 0- 0 0 8 OQradoas a 11A 18.9 127 X1 11% 378 256 0 0 0 0 0 b 10D 14.7 9.9 19 1 189 19 280 189 0 0 0 0 0 c 0.0 00 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 931 4290 1917 240 107 1099 478 1 848 379 exposed b 13C 0.0 12 269 61 0 71 0 0 0 0 0 1 1 d 120 o0 00 0l za 0 20710 o of o 0 0l o e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0r0.0 0.0 0 0 0 0 0 0 0 0 0 0 10 Ceirgs a 16G 1.1 1.a 1416 1496 19ffi 2a 305 221 233 1 2Mb16G1.1 1.4 70 7 97 33 0 0 0 0 0 1 1 1d 1 00 0.01 01 1 0 01 01 0 01 0 a 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0r0.0 0.0 0 0 01 0 0 0 0 0 0 0 0 11 Floors a 27A 25 s 0.0 451a2 0 829 0 866 0 648 0Noltroanb19G1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 1 1 1d1 1 0.01 0.01 01 01 01 01 01 01 01 01 01 a1 a1lorslaba0.0 0.0 0 0 0 0 0 0 0 0 0thee) r 0.0 0.0 0 0 0 0 0 0 0 0 0 0 12 t ittration a 378 10.6 1 6646 7889 71 2bB1 754 12Z78 340 1 ax in 13 Stbbbl bss=6+fl.+11+12 22%5 41000Lesstatsh00pmd*bution 1 1 114IHealingDuabss23a°I 6C6I 455 10) m15Totalloss =13+14 2 6961 9004 3184 16 Ird.9ars Peq*@ 3M 4 1= 0 0 0 0 0 App1 @ 1 1 t270 1 72D 0 0 017SH9ar7+(L+12+16 tl p1 COI 1161LemI1I1Lesslambg001IIIIIOl 0 0 018DuctSan1180348011t 19 Total FISH 93ir(17+18)'PLF 1A0 17® 1.00 5275 1ID 3151 1 O0 12/720Airm*xed (dirt) 100J 10X7 219 198 179 2 im RftA DeftW by ACCA tD meet A mgLuements of War A J M Ed. Right -Suite Residential 5.5.17 RSR26017 2006-Jan-03 14:03:13E:1File3lS6SPROPERTYENTERPRISE%140611406.rsr Page 1 PnGt,jiTd ORKSHEET DEL AIR HEATING,AIR CONDITIONING,R Job: 1406 113106 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 mwx_, m tss1Nanedvrso`n BATH GREATRM M MBED MSTRWIC. 2 Lepftde osedwd 6.0 R 21.0 R 30D R 14D R3Rosmdnams6.0 x 14.0 R 21.0 x 160 R 17.0 x 15.0 R 60 x 8.0 R 4 Ceilings Car&com 8.0 R haaltnd 8.0 R hee. 8.0 ftj 11 8.0 haam-- TYPE CE I I CST M M A. I Load (Blir) Area Load MW Area Load (B f>) Area Load (B n E)F0SL1RE ND I Hg I Clg in I C19 fl) I Cig I Cl9 R') Hig I C1g 5 Gloss a 148 4.6 21 48 168 1 E+P®d b 13C 0.0 12 0 0 12D Ovals asd c 12C 29 1.9 0 0 p Iel 10.0 01- 0.01 001 I"" I 0I"" 1- I I_ I I«_ I.. f0.0 0.0 0 0 0 6 1AttdoNsad a 1C 1 37.0 0 0 0 0 1 Sgi 0 glasadoors Ic19c 13a.°I I oI oI s,olIoI oI of I 0 37.010.0i I 0 leI1COI01I0IpI OI 0I I 0 i f 0.0 0 0 0 0 0 0 0- 7 Wd>essad Nxl r 204 0 1 01 0 1 0 0- 0 0 gffisdoas Co g I ENV I 54.4I OI I OI 41I I 2230 11 870I pI SBSW 0.0 0 0 0- 0 0 0 0 Safi 30.4 0 0 0- 0 0- 01 0 Horn 0.0 0 0 0- 0 0- 0 0 8 OQtadosrrs a 11A 1 18.9 127 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 0211 99 127 585 22 103 479 214 11 516 231 e p®ai b 13C 0.0 12 0 0 0 0 0 0 120 0 140 0 0 d 12C o0 0.0 0 0 oI 0 0perclior6 0 0I 0 0 0 oI e 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 10 Ce7igs a 16G 1.1 IA 84 fig 116 33Ei 356 4e6 289 51 b 16G 1.1 1.4 0 0 0 48 64 0 0 0 0 0 d I 0.0, o.0 oI 0I 0 0I 0 oI oI 0 0I o e 0.0 0.0 0 01 0 0 0 0 0 0 o a o r o.o o.o 0 0 0 0 0 0 0 0 a 0 11 Floors a 21A 259 0.0 8 1 0 21 544 0 778 0 363 0 No roonl b 19G 1.1 00 0 0 0 0 0 0 0 0 0 0 0 IdI I Isdtspl00O.0 OI OI O OI OI 0 O I 0 OI OI OI for slab a 00 0.0 0 0 0 0 0 0 0 0 0 0 Roars) f0.0 0.0 0 0 0 0 0 0 0 0 0 0 12 IriRratim a 37.8 106 0 0 0 41 1548 435 1 60i 170 0 0 13 Ssbbt bs s=64.+11+12 4596 Less eftTdhafrg 0 Len ka da 0 0 0 14 leabredsoixmon Duatbss I 0 0 01 0 15 Tdalbss= 13+14 5 1 r. 460 r. 2991 1 93 1® 16 btg9m Pbople® 3M 0 0 3 9 1 3M 0 Appl. 1200 0 0 0 0 0 17 SUlYd RSH 93m7+6_+12+16 215 4357 8Lem oft, axkgI_ I I Lesstada OIOII_ 10_ I OI CaYrg redstifisban 0 0 0 0 1 22 1 436 1 205 1 19 Tdal RSH gar 17(18)PLF 1.00 237 1. 4792 1OD r TZ50 1A0 20 13 20D 272 118 128 40 19 Pivib t CatW by ACCA b meet al regtiments of Manual J 7th Ed. wrngHtSoR Right - Suite Residential 5.5.17 RSR26017 2006-Jan-03 14:03:13 E:1Files\ SdSP ROPE RTYENTERPRISE\1406\1406.rsr Page 2 pI t)iTd WORKSHEET n Jre Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1406 113106 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 NWMAL l 71, Ed 1 Naredmon RBATM 2 Faalde osedv iso R 3 Rcomr}t. - 6.0 x 10.0 R 4 Ce3ngs Cor Opkn 8.0 ft haaaod TYPECF CST mm Area Load(e1W) Area Area Prey DWO6UfiEI NO. I Fig I Clg W) Fig Clg HtB I Cg Hg I Cig Flig I Clg 5 Ctoss a 14B 4.6 21 72 Exposed b 13C 1 0.0 12 48 wets and c 12C 29 1.9 0 001 IIpub3IelIo.OI 0.0I I- f I 1 0.01 0.01 0 6 Wdansard I a 1C 37.0 0 IIIgd002IcIgclIIofof_ 37.0 I I I I I I I I I- Iel1CI 0.01- I OI OI f I 1 0.0 01 0 7 Wdowsard North 204 0 0 I 1 II I 540.0 A 0-1 OI SEh1N 0.0 0 0 Sor01 30.41 0 0 Horz 0.0 0 0 8 OQradoas a 11A 18.9 127 0 0 b 10D 14.7 9.9 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 46 21 72 332 148 eposed b 13C 0.0 12 48 0 56 wad c 12C 29 1.9 0 0 0 perf5ae d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceiigs a 16G 1.1 1.4 60 w 83 al o ofIdIoolooI e 0.0 0.0 0 0 r o.o 00 0 0 11 Floors a 22A 25.9 0.0 15 399 0 Nola roan b 192G 1.1 0.0 0 0 0 isdspll. pElinell I d 100 001 0l of of fordlab a 0.0 0.0 0 0 0 foam) f 0.0 0.0 0 0 0 12 Infilhatian a 37.8 10.6 0 0 0 13 Sibbtalbss 4+11+12 714 Less adrmrtalhaft 0 Lesstar 0 15 Tod loss =13+14 16 intgan& Fdarie@ 300 0 o AppL @ 1200 0 0 17 S16t t RSH gait=7+8..+12+16 Lesseftrdo iing I I ILesstanslerO Co* g redstbrbon 0 18 D gait 1 29 19 Tcd RSH gwF=(17+18M F 100 316 20 Ak m* ed (dhV 16 PivibA certified by ACCA to meet A mgmmerts of Nia ld J 7h Ed. C wr-egi r+tsOf Right -Suite Residential 5.5.17 RSR26017 2006-Jan-03 14:03:13 E:)Files%S6SPROPERTYENTERPRISE%140611406.rsr Page 3 FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 'toDC,(_ /406 Builder: M . 5, w'6:5-', r4"C4 Address: I S II S,voTr( u/E 5T F-c A t> Permitting Office: City, State:., -5.1 &4 'aP-D FL. 3 z-7-7Z Permit Number: Owner: 5 < G PPLPFeiy E-nrrezWr3F,5, WC., Jurisdiction Number: Climate Zone: Central I . 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 1 S. Is this a worst case? yes _ 6 Conditioned floor area (ft') 1406 ft' 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default)l37.0 ft' _ b. SHGC: dr Clear or Tint DEFAULT) 7b. (Clear)137.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 176.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 931.0 ft' _ b. Frame, Wood, Adjacent R=11.0, 229.0 ft' _ c. Frame, Wood, Exterior R=11.0, 72.0 ft' _ d N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1416.0 ft' b. Under Attic R=30.0, 70.0 ft' _ c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft 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 systems a. Electric Resistance b. N/A c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, MZ- C-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.10 Total as -built points: 12779 PASS Totalbasepoints: 16332 I hereby certify that the plans and specifications covered by this calculation are in complianc#twit he Flo ida Energy Code. \` PREPARED BY: DATE: I ,4 o o I hereby certify that this buildin , as designed, is in compliance with the FI ' 'E gy ode. OWNER/ AGENT: DATE: l/'J fl t'oM . t s' / / , Cap: 29.0 kBtu/hr _ SEER- 13.50 Cap: 29.0 kBtu/hr _ HSPF: 8.30 Cap: 50.0 gallons _ EF: 0.90 Review of the plans and specifications covered by this calculation indicates compliance 041190Sp, 7 o yam„ with the Florida Energy Code. 1 I14 n f F Before construction is completed this building will be inspected for compliance with Section 553.908 coo FloridaStatutes. wa BUILDING OFFICIAL: DATE: i r-reaominant glass type. I -or actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® ( Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , c- yoaTWit/5iSfi,p L 3z?7 Z PERMIT #: BASE LASS TYPES X Conditioned X BSPM = Points18 Floor Area Type/SC 18 1406.0 25.78 6524.4 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 229.0 0.70 160.3 Concrete, Int Insul, Exterior Exterior 1003.0 1.90 1905.7 Frame, Wood, Adjacent Frame, Wood, Exterior Base Total: 1232.0 2066.0 As -Built Total: DOOR TYPES Area X BSPM Points Type Adjacent 19.0 1.60 30.4 Exterior Insulated Exterior 20.0 4.80 96.0 Adjacent Wood Base Total: 39.0 126.4 As -Built Total: CEILING TYPES Area X BSPM Points Type Under Attic 1416.0 2.13 3016.1 Under Attic Under Attic Base Total: 1416.0 3016.1 As -Built Total: FLOOR TYPES Area X BSPM Points Type Slab.. 176.0(p) Raiso --0.0 31.8 5596.8 Slab -On -Grade Edge Insulation 0.00 0.0 Base Total: 5596.8 As -Built Total: INFILTRATION Area X BSPM = Points 1406.0 14.31 gmia a AS -BUILT Overhang Omt Len Hgt Area X SPM X SOF = Points W 1.0 6.0 32.0 57.68 0.97 1787.6 W 1.0 6.0 32.0 57.68 0.97 1787.6 S 1.0 6.0 16.0 48.22 0.94 728.4 E 1.0 7.8 41.0 63.97 0.99 2591.9 E 1.0 6.0 16.0 63.97 0.97 991.6 137.0 7887.3 R-Value Area X SPM Points 4.1 931.0 1.18 1098.6 11.0 229.0 0.70 160.3 11.0 72.0 1.90 136.8 1232.0 1395.7 Area X SPM Points 20.0 4.80 96.0 19.0 2.40 45.6 39.0 141.6 R-Value Area X SPM X SCM = Points 30.0 1416.0 2.13 X 1.00 3016.1 30.0 70.0 2.13 X 1.00 149.1 1486.0 3165.2 R-Value Area X SPM Points 0.0 176.0(p 31.90 45614.4 Area X SPM = Points EnergyGauge® DCA Form 60OA-2004 EnergyGauge&FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , $ J-t- fib, SAN O2l. GL 3Z7 7Z PERMIT #: BASE AS -BUILT Summer Base Points: 26255.9 Summer As -Built Points: 27095.2 Total Summer X System Cooling Total X Cap X Dud X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints System - Points) DM x DSM x AHU) sys 1: Central Unit 29000 bluh ,SEER/EFF(13.5) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 26255.9 0.4266 11200.8 1 27095 1.00 27095.2 1.00 0.09 x 1.150 x 0.85) 0.253 1.069 0.253 1.000 1.000 7314.9 7314.9 EnergyGaugeTM DCA Form 60OA-2004 EnergyGaugeVRaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: BASE Z PERMIT #: AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points OverhangFloorAreaType/SC Ornt Len Hgt Area X WPM X WOF Point; 18 1406.0 5.86 1483.0 Single, Clear W 1.0 6.0 32.0 13.25 1.00 425.0 Single, Clear W 1.0 6.0 32.0 13.25 1.00 425.0 Single, Clear S 1.0 6.0 16.0 9.90 1.01 159.7 Single, Clear E 1.0 7.8 41.0 12.37 1.01 510.0 Single, Clear E 1.0 6.0 16.0 12.37 1.01 199.7 As -Built Total: 137.0 1719.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent Exterior 229.0 1.80 412.2 Concrete, Int Insul, Exterior 4.1 931.0 3.31 3077.01003.0 2.00 2006.0 Frame, Wood, Adjacent 11.0 229.0 1.80 412.2 Base Total: 1232.0 2418.2 Frame, Wood, Exterior As -Built Total: 11.0 72.0 2.00 144.0 1232.0 3633.2 DOOR TYPES Area X BWPM Points Type Adjacent Area X WPM Points 19.0 4.00 76.0 Exterior Insulated 5.10Exterior20.0 5.10 102.0 Adjacent Wood 19. 0 19.0 5.90 112. 1112.1 Base Total: 178.0 As -Built Total: 39.0 214.1 EILING TYPELLB Under WPM Points Type R-Value Area X WPM X WCM = Points Attic 1416.0 64 906.2. Under Attic 30.0 1416.0 0.64 X 1.00 906.2 Base Total: 1416.0 906.2 Under Attic As -Built Total: 30.0 70.0 0.64 X 1.00 44.8 1486.0 951.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 176.0(p) Raised 1.9 334.4 Slab -On -Grade Edge Insulation 0.0 176.0(p 2.50 440.00.0 0.00 0.0 Base Total: 334.4 As -Built Total: 176.0 440.0 INFILTRATION Area X BWPM = Points Area X WPM Points EnergyGauge® DCA Form 60OA-2004 EnergyGaugeg/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge®4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 1 i 11 S o rrr+l ,4Ji 5T 2D . SAiI/-v D FL ZZ z7Z- BASE AS -BUILT Winter Base Points: 4257.4 Winter As -Built Points: 6564.0 Total Winter X System = Heating Total X Cap X Dud 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 29000 btuh ,EFF(8.3) Ducts:Unc(S),Unc(R),Int(AH),R6.016564.0 1.000 1.078 x 1.160 x 0.87) 0.411 1.000 2950.0 4257.4 0.6274 2671.1 6564.0 1.00 1.093 0.411 1.000 2950.0 EnergyGauge"' DCA Form 600A-2004 EnergyGauge@/RaRE52004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , I Sl t PERMIT #: 5 rn(u.0 5A,1 e> FL 3Z7 Z BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2460.00 2460.0 50.0 0.90 1 1.00 2514.67 1.00 2514.7 As -Built Total: 2514.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 11201 2671 2460 16332 7315 2950 2515 12779 PASS EnergyGaugeTM DCA Fonn 60OA-2004 EnergyGaugeOlRaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , 1,5-1/ SoJTI f M. 544eb, FL 3277L PERMIT #: RA-24 INFu TRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plat 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 cfrn from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regls 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. e RNO w 0110 Me i..,.....• 6.. —4 .. eded ki, 11 me A—na 1 COMPONENTS SECTION RE UIRENENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or dearly marked c breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non- ommercial 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 duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts In unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 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. DCommonceiling & floors R-11. EnergyGaugeTM DCA Form 600A-2004 EnergyGaugeWWRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.7 The higher the score, the more efficient the home. I . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms I 5. Is this a worst case? yes _ 6. Conditioned floor area (ft') 1406 ft' 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default)137.0 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear)137.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 176.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 931.0 W _ b. Frame, Wood, Adjacent R=11.0, 229.0 W _ c. Frame, Wood, Exterior R=11.0, 72.0 RI _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1416.0 ft' _ b. Under Attic R=30 0, 70.0 ft' _ c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 tl _ 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 systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-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 i p ti . O ise, a ew EPL Display Card will be completed based on installed C e r Builder Signature: ) Date: 1 Address of New Home: I5W Sa or(4 W6 T iL"V, City/FL Zip: 57k&4r0-e,> rG !??-7.7 L Cap: 29.0 kBtu/hr _ SEER: 13.50 Cap: 29.0 kBtu/hr _ HSPF: 8.30 Cap: 50.0 gallons _ EF: 0.90 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. !fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar "designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on ages 2&4. EnergyGauge® (Version: FLRCSpB v4.) I Q r r•:ra rrr a —a —a —a —arc rr.r rr— --- a—a+r..rr— rrrr a—a—a+ar. rrr.rr.l-a-a-a-a-ar rrr r rrrr rt..ra-a-a-a-s-aar r rrrerr a-a-a-a-arar. rrr.rrra-a-a-a-srirrr rr r.rrrrararararw-ar. j rrrr rrra -a- - ---- r - yra a -a -.a -a -Yr. r r r r r r OIL - r+ r r r r r r r . r11-10 C!!!/! r!!!!!!!/ r!!I!!!!. - rI/ /,/!!/ r!!1!!!/!/f I!!!/!/* IlI i i jl,ll 10I, Of f OEMw NMI i' r raarr j rrwarsrsra w.ari rarrr. I r.warrr-rsrsrar aa rr rrr rr rrrr a rww craw wow arlrrara rarr rrr rrrrrrrr.- a aaaaaaa wS arrra- rrr wrr rrrrrrr ara.a a Ialrarrrrrr/ra------w. rrr rrr ra rp.r rrrra.ur r.ar. Q 0 1 i iiiltil -Aw r r, 1/!ii! f. r, s r a-aaarr: rarrr„ rrrrr r +.ara-a-a-ara- - aa r a a-- rrrscar. ---- -- —away a—a—a—a—a—a—a waa—a—a—a-- a—ar,. a—awa—a--r MEN ---a-a-a-a r-a-a-a-a-a-a-a--ara-a-arrr rw-r-ara-a-a... - w a r.rra+ a-a-a-a-ara-awa-a gIg.rr rr. r warr.r rr rrrrr, P '4'.' a Ogg R.'d % ELEVATION Sr, I curd -.he.-air nond!er per the State Energy code. All d NXTMOR OPENING MAU ttrle cos snow s IIIIIIIIIII M MOW a.. vw. wwµ+.w wr an NUMUI aa,.syaNoww jWi_msu o fi i xki e wreruna a aQY 4MM ems' 0 v N M A- N 41 j N z o m a ma_J00C) 1 0 D MODEI W U STM SKI)Jl I t¢71: x IM A MANS n oil Iln 01111110 n 1wism-111 t{ Ok IOL rfm SKIN e:aTra tmH o-{o toLIALVAHIaIq. ••..•- _. r,lllm,• Alm A MKtD-OM raIYQIG mr eaAT A!/tAt17 m ttOM tmo or rtm DUL Ills W JOKM 7• TALL U-W m G 61LV. /Tta Wt. T1aD RTROtallt 50 Im Li ' r 1-0/r a • _. a0w Xu _ ,• rcnr •...•• A rRttotmwTt Irrnn roR Ir IRat DOOR• MIN. 12 1 3/28/00 1 ADD TRACK OPTIONS. JAMB ATTACHMENT NOTES 13 I 4/11/00 1 UPDATE NEGATIVE DESIGN/TESi LDAO m W w4tyw am CrAm bon! storram I,Ix,ITSITAL ,ttAfJl avrroRT n 0M IMSTAUM, (m vx*Nlm0AWDOCTIaATTAOMTO00011 IOmt raH Aidim 7pyL_IOO SnID, ror, Rono,l . t rrmt} IAsWw auv. s1m AMU— Mal TO MAOttT (i) i%1 rARi- %eGiy3, TR tat 1xAnc lar mx roUnR_n¢-nor TRACK. AHD V0IT AL Uri TRACx Dom r i' OALV. RFII IMtl:• ARI AVARAlIi OT . 7' Itir n_,.. TIIAOf TMCJOItSi, .WO' TMCx N3D AVAWIL 1 . Tl'• T 6L M 1RACR RRACI(R. iMexm Pal 1>D[ Iv m r lao bn Aam IKR too[ w m lo• ao tarot MOLT 4 { TRACK IIItAatm Pal too[ Ilr To 12vurYsTasTRi1Aa iRAmtltt wexRMOTmMACKMs0' 0.G U)cK ON Wooa R. D00" t vtn r SHMSCRM 0 t 1{ to rSr R a -ow m tan,. C-wTRDIaorttatmt {•a {• tD7 a t{ eort0e ( / 1T([) a d tvn ,rorr: tMi ,/{• TAm.f 0Ha img_t1t,<7 011XT*V WCW*I06 (2,Opp011 s>tsL NM1 " (R T,Ap 14 'c,ob rcWmirnnoicna aalum QA YIpIRITum ToRftaVAC<) +wdAy A IL10il - Itd!QP(b+ fS4 yprtRAAarmtIaAa. rm aA. u w (gW R 1 auo tans Itn 1 mlyrptya c .., i..1`rr'lD0Q:. .. O ta:0 tURfACLW IgQOx6{Lm HqO[ A I1ll91 ttOt0apm _ T• TILLS oD Imi iRAHS/U taq " + 1/ A M"'L OUi M KM Lam Potowk na Im400m By OOOR DRLHiD1 (TO t0A'1) • • Wx. .• . 000jr-o'' a. R SM . W MLOA Pw AUG to W Quy. liter Dm STRl •.• AcxM yiD oA atv. sltn .ODt. ItTtUE DOM, IbrafT a {sootier vu 1 ASID® 18 rAO RIEW IMTq iLLt 1ppt TRACK s lr. l-0/r 40 rCil7 li oA ILIY, IrIQ Tq Ir 1{. f loi tHORx DMALOCK 11AII ! at TxAtx MAGI[T. T{(Ir L q O{Mp /ympyt •• ROtlltt RAOQT. K - DmKoLA Ix T'v1Ar (014 rat Roust} I{d AMID ') OI/mD[ TRACK ax i' aLV. ifm 1RAQ'-- TO }R OA ONv. fiRL ftNIQ ImCE IIAA,x. i now 12OL QA4TVT.AaR1T m TWfMAtlR1f. j{ p Aaaa.Q m W1Dt. i70D r(.) 01 DOOR. TRACx / /r ROl7R .Wq Nd S >ICRaR* {) ll.d/. SH[ tI 11LTAL fG[WS mN/ U7M D tf 1IH TRO 1 1'd r1) 1 { J { fal TArrRiO aR TRp 1/{' OM RAtTf. PIER Om "NX T: 01[ mM 4701 01 . Ra0. iitL CACTI [ 01 OOOIL Fftff q Y Mumm t" qU."" i* ML Lw tTM to L%L Roo ROLLM RTRD • {t{d/ 1' lArrT)plyysl'II7 = Op_ 1[ C r TiLL . m a aLv, stRR Ult _ ra rrRuelwuL aLimrts DESIGN ENP.GINEER: MARK WESTERFIELD, P.E. am E srm[ 1111m1s M R am o Coon DESIGNILOu pSg48+24.0PSF e: -24.3 PSF. TEST LOADS: +38.0 PSF k -37.0 PSF. Clopay. 'Me rR000011 COYMHT IaGamIL tlm ttDD sTRat NOTED ' RAIL DDDR sat SIs 1i-{t0pom OATD 1-48 18.0'W x 14.0'H to a oALv. sTt¢ RortDlt 1IRACRLT. 11/12/08 aLfOtT TTON ATTAti,m nmtW I {dn• ow mule satnas. Building Products ,,;. t`r°' `'"""' AR RI/xA t..,,.a DRAWN IT. wwTL traTHatsrRv. r U aDeW la ww x,. a,. r,.r., M1YW MODEL 692 WINDLOAD CompanyN r0' f,mm .nA.A r..IOI.nIN YM CI<exCD t'0 T oRAVOI. a Iil i+ 111 11111 1 1® A r- R w R W Building Consultants Inc. B' C awl Service ft i d hWkway P.O. Banc 230 Vakim FL 33594 PI — 813.684.3831 Fecahnile 913.684.3954 IFNGINEEI;•S NOTICE OF EVALUATION 0 M202F The ma-Tm Corp. 108 Ms1>zddd Road Balder, IN 46721 Phone 219.368.5811 Facsi11n7e 219.8M.5190 D>ZSCREMON OF UNIT Model De ipatioo: PrP, lum Series Wood Edge Steel Door (Opagale) with or Without SW4SW Mast mMl OmwA Namiaal Sims: up to W4 z WS Us Ale b WiNg Co I'm a1•atisnll: X, OXO. X% OX. XX & OXXO Gesleral Desa:riptiom The head and jambe are wood meaalring 4.r x 1.25' with as dmru led alsls dn= saddle threshold. The door panels and ddelibe panels are lAr thick and 000sist oftwo 24 Sop (min 0.022") sled ddw glued t0 wood stilesandrailswithaurethaaecore. The Shored ddelas are routed to receive gib" uffalated tempered lip late ms emmana&ctaredbyThema-Tra. IMC SaeCdo 1707 Mataeriah and AnmWbb I M- 1707.4.3 Exterior Door AssaembliM 1707.4.3 Mdliom Door Assemblies) T.a DaOVbM Tat L cofim Dft RCPMNM ASPM E330 Ptam Or, Racier. NY Jo11r 6y 2001 01-741-11006.0 Jamb L DoWIM P.H 0 442929 Uff 13 2001 01-741-10639.0 Weaden P-L #34133 TAB 202 Batted Fly Mr RaabMw. NY lob 6, 2001 01741-110MA A04* L DoM % P.L 0 42929 PWdw May IS 2ml 01741-10639.0 Wendell P.E.054132 ASlU 1331 Mr, Rorim n NY Jdy 6,2001 01741-11006.0 Janph L MUM P.8 i 42929 Mow 15, 2001 01741-10639.0 WOO" RNW, P-L 034152 AS U E223 Alt hdUbzd s EM RodmWm NY AIY 6r 2001 01741-I 1006.o Joy¢ L Dddft P.L f 42929- qmv MIT it 2001 01-741-10639.0 Wa3hG Elmom PS 034139 TAB 2DUM W=db SIC- noobm r, NY my 6, 2001 01-741-11006A JOKO L Ddd P.LI429Z9 Sidditee tore aosidered a wedo d mew 1 S Aw r,.rs.., r - Awls.2001 01.741-10639.0 Wamm PM /34138 c"9w P' F in one WV a"& imvw Al Ahmed peadt+cb eosttt be ttatlrQed b meet wiod6otae dtbrit ailetia Dam Remus Rxamm Size ga Dortiop t To VO x 6'8 75.00-75.000""b with Sid RMS NO. O OXO To 5'4 z 6'8 65.00 -0.00 Std Al® Coastal Almm AsbwW OMMDouble XXQPxPcDouble with Sidelites OXXO To 6' O z 6'8 To 8' 4 z 6'a 40.00 - 40.00 40.00 - 40-00 65.00 - 65.00 65.00 - 65.00 Ilatioa sled Aaeboarimc See newel me We this page 1. EvWuwed for use in locations adhering to the Florida Bm7ding Code and where pretsama reg *cmeM as determined by 7 Mlmn Dedp Loads for Mgr a" Otter Structures do not =a d the design presalne rdtbW listed 2. For Mmomy where the alb 60& is less than 1-In iacbeS (FBC Searon 1707.4.4 Anchorag Methods and Sub -sections1707.4.4.1 and 1707.4.42) same diameter TaPoon type concrete ancbsns most be albstttabd les th nasal[ .. . be suchthataminimum1-1/4" eslgagmx m of the Tapcon into the masonly wall is abtsine& ti Ce"Mcatioe: Florida Pmfesdonal Engineer - Seal No. 43409 April 22, 2002 Lygdoa F. t `L 19506 FmDch Lace Drive Lutz, FL 33558 `: J` ` • Therma-Tru • Premium Series Wood Edge In -swing Steel Door Maximum Size Up To 84 x 618 CO DO3. J- te- o I L SEE - t * -VL- L m oSEENWhenattachingSidel;te the above anchoring applies. SEE. DETAIL b- T- j10 x 2- LGL PFH MIS s if x 3 LGL05 i xS !,G 8' M 110 x 3/4- LG.1 OFF/ o PFH WS DETAL V' SEE DEEM 'E- 6- r60s- lA T SEE Cl QE L DETAIL C• x x 4 A q 7 L SEE DETAIL 'F SEE NOTE SEE MOTE DUM Abe Naft deodbolt pktas to um S&" & Suck use 110 x Y Lo. PFH WS When atkct*V deodbc* toft agraW use jd x 2 1/2- L9. pFH M& When attodift thej10x1 314Mj8X2 ? A- La MiS o w n ALUMWUM ASTRAGAL STAL ALAIMIIMOAASTRAGALDETAIL ' F- ATIACH ASTRAGAL THROW BOLT STRXE, RAIUFRAUE Id DRILL THRU FOR ORILL THRU FOR A JW10 BOLT DEEP A .3571I BOLT DEEP ENOUGH FOR A 1- ENOUGH FOR A 2' BOLT THROW T THROW ALuMlanr ASTRAGAL COASTALUMMM ASTRAGAL ASTRAGAL THROW Botts AT THE THREs u n EO BID one Am OO o a On AONm anfla nun "a IBCD A go god go on MSLRIPII(N IIAI MG P8 RID FMI [IDIRIL OItISIIH 1-20-M) 91112. 9E1 It 2. 7 IOifl 0 00 PRODUCT RENEWEDJoelDnuraM. 0 2+r ii.e r ooat,sosr / e. ti Aumemc `gAz°"n THERMAOTRUO CORPORATION PRODUCT RENEWED W sly mrnM, atuE [jig woa raaN'G(-02o9.Ot R.F. unanoen FE NleMAI) tl CYCLnm wo to. !11 qlj At ehwlao mill At soon ma s uto I& ono cm_ w• ous `` tt oom n n QM'1Ll rsa sns cn ra oin ooaang sow uxt Arco as tan z.:, silo SHEATHING-, BY OTHERS STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'0'D INSTALLATIO%1 ANCHOR SEE NOTES) xe SCREV CAULK BETWEEN DOOR FLANGE TWO BY WOOD SHEATHING 3Y OTHERS YI r 1/4' MAX. SHIM SPACE jc:o 10>4 6A7'R _v_9ER5 - _ _. - . I SLIDING C_cS: DOOR F R;-r'= 1111 1 f1 1 if C i C=L:_KINGy°-;N-nE;Z SILL 1-1/8' MIN. EMBEDMENT SLIDING CLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT uM3EDMENT 1 N 3C0 INSTALLA;:,N Ti0N A rl DOCR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK 3Y OTHERS SECTION B-B A 4' MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN. BY OTHERS I EMBEDMENT SLIDING GLASS HOOK STRIP SHIM AS REO*D. SEE NOTES) INSTALLATION ANCHOR n8 SCREW CAULK BETWEEN DOOR. FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP,) OR SIDING BY OTHERS EX i LRI R C LL `rl. i 10 N PANEL MOP S. =°`.: N SLIDING GLj.__ INTERLOCK iNSTALLATION ANCHOR HOOK STRIP DETAIL WOOD RS AULK BETWEEN 30K STRIP 8 iEATHING 1-1/2, MIN EMBEDMENT NOT: S: I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) 09 INSTALLATION SCREWS MUST 3E O- SUFFICIENT LENGTH TC ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 1) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET 4) USE SILICONIZEO ACRYLIC CAULK BEr:N] DOOR. FLANGE AT HEAD L JAMBS 5) USE SILICCNIZED ACRYLIC CALtix F'R PERIMETER SEAL AROL:N; EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANN TY LISTED VITH NEXT LARGER SIZE. FOR THE APPRC°—;IA;E 'SESIGN PRESSURE REU'D 7) FOR POCKET DOOR SIZES USE CLOSES' BYPASS DOOR SIZE S CONFIGURATION 10 FINISHED DIENING. PLACE INSTALLATION ANCHORS, :N F:=Ni OF hdC-OK STRIP AS S^OVN 8) GLASS THICKNESS MAY VARY PER Rf;;v;REMENTS OF AS-M E!30D GLASSASS CHARTS 9) DOOR uW T 13 APPROvEO USING TE P_:EG GLAS: IN SINGLE S;_AZEO OR INSULATING GLASS 0) JAMB / $Ill CORNERS ARE TO 3E $E=;:] WITH A SMALL JG:.% SEAM SEALER. 1!) SHlM A, REC'D. AT EA. SET OF iNSi-L--AilON ANCHORS. MAX. ALLGVABLE SHIM STAGY TO 9E I/+ 12) ALL INSTALLATION ANC -CPS MUST 3E r;.1E GF C'GRROSiON RESES'ANT MATERIALS 13) `:HERE 'x• REPRESENTS MOVING PANE: ANO '0' REPRESENTS -;:cE] PANEL APPRO"r-3 CONFIGURAiIGN; ARE AS LISTED ',N ArC:-OR C:r;ART ON 3.+C.< :F ',!S SHEET 1+) NOT ALL CONFIGURATIONS LISTED A3C'.E ARE SHOWN ON T=IS ]RAv:NG.:"O EVE: :NSTALLANON SECTIONS '—A'. '3-3' 1 HOOK $iRiP .E AIL APPLY TO INS--L ATlCN OF ALL APPROVED C^CINFiGUFA T!GNS. 15) FLORIDA =x1RuDERS 1000 SERIES SLI::NG GLASS DOOR iS $rC':N iMIS PR:N: ALSG APPLIES TO 2000 SERIES AND 500 SERIES. REVi DE C?IPTi0N I DATE INI _-XTRUDERS I FL O P I D A NT. iiVC. SA.NF0RD L. TITLE: S'-:DID Ci—".SS DOER Ix! NSTALLATiEN WITH SCREWS DRAWN E' : 33 I APPROVED BY: ATE: !2/?7/011 ISCALE: -N S IDWC „ cLCX0027 S.';T i Cr' rrr.rvrr]•r '.,r Jcn 1•,Tr:.,. -,r.... =-- —T- I., .— .n._ N0M1N.4L DC: SIZE CONFI'.SUY=T*-3N 4068 Xx, x, XO 5068 XX. x, xO 6068 Xx. x, XO 8068 -XX, 9x, X 10068 XX, X. x0 5080 xx, x, xO 6080 XX, X, XO 8060 xx, L.X, X0 10080 Xx Ox. XO 50100 xx, OX, XO 60100 xx, OX, XO 80100 xx. Qx, xO 906g X.cl 12068 OX'7 15068 GXO 9080 2xO 12080 XO 15080 OXO OX90100 O 120100 OXO 9068 XXX 12069 XXX 15068 XXX 9080 xxx 120`80 XXX 150SO XXX 90,100 XXX 120101; XXX 10068 oxxo 12068 OXX0 16061 C!xX0 100S0 xx 120SO xX0 160-2311 x:<s 100;ill 0 E•xx0 120'.00 0.xx0 15r.:00 xxx100- SS xxxx 12j 8 XxxX I1G6- 31 xxxx 10rl, S0 xxxx 12C- 0 XXXX 16" E0 xxxx i0 01 ,X xxXX 12cli00 xxxx 116ciL) xxxx SCREW INSTALLATION ANCHOR CHART D0C- SIZ_ 48 x 80 60 X 80 72 X 80 96 x 80 120 x 80 60 X 96 72. X 96 96 x 96 120 X 96 60 x 120 72 x 120 96 X 120 109 1/8 x 80 145 1/8 X 80 1811/ 6x80 109 1/8 X 96 145 1/8 X .96 181 1/8 X. 96 109 1/8 x 120 i45 1/6- X 120 i06 S/8 X 80 142 5/8 X 80 178 5/8 X 80 106 5/9 X 96 142 5/c^ -X 96 178 5/13 X 96 106 5/S X 120. 142 5/2 X 120 119 5/3 x 80 143 5/l X 80 i91 5/;, X 80 11 v ) X 96 143 5/8 X 96 191 5/ X 96 I19 5/_ x 120 143 5/::': X 120 191 5/3 X 120 11 7 17- x ri 141 1/= X 80 189 114 X 80 117 1/-1 x Q. 1- 1 1/= x 96 189 1/= x 96 117 1/4 X 120 141 1/= X 120 1s9 1/= X 120 QUANTITIES IN HEAD & SILL UP TO 1 46 PSF TO 161 PSF TO 45 PSF 60 PSF I 70 PSF 6 6 6 6 6 6 8 8 a 10 10 10 12 t p 12 6 6 6 8 8 8 10 10 10 6 6 6 8 10 8 1 n 8 10 12- 12 12 14, 14 14 16.,: 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 ' 14 12 ' 12 12 14 14 14 6 16 12 12 12 14 14 14 16 16 ib 12 12 12 q a 14 12 12 12 14 14 14 18 18 18 12 12 12 14 14 14 18 Is 18 12 12 12 14 14 14 I8 l8 19 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 15 12 1= I416 14 0 1 QUANTI T :=S IN EA. JAMB UP TO a. FSF Tp bl PSF TO 45 PSF I 60 PSF 70 PSF g v 8 2 6 8 - g 8 8 g 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 8 8 8 8 8 g 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 I 12 12 8 8 8 8 8 8 8 8 8 _ 10 10 10 10 10 10 I 10 10 I 12 12 1 I I 12 g I s a a g 8 I i I lu 10 10 10 1r I0 t0 12 I I2 12 12 I i? 12 12 12 IO 10 10 10 I Io IG i 10 10 1r 1 Ic 2 QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 6! PSF Tp 45 PSF 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 7 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5. 5 5 5 5 5 7 8 5 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5• 5 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 D D D 5 5 5 5 5 6 7 i 6 7 8 4 4 4 4 4 4 4 5 5 5 I 1 7 R 5 7 8 5 7 NCHOR NO 1 E'S 1) FOP MASONRY n_PENINC W/TWO ?Y WOOD BUCK 1 S= SAME ANCHOR QuaNT[TI_ 7 rNT. RIN.r \ FLORIDA sA.NFQRO. r' r`= SLNG GLASS DOOR iNS- 1 ALLATiG` VITH Rap SC?CW_ wl grin CIVIL I SCALE- N. T S Svc. r L E x002 7 ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD TYP.) W.H. WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & ONE BY BUCK VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS SILL PAN FLASHING RECOMMENDED TWO BY WOOD FRAMING BY OTHERS TWO BY WOOD FRAMING BY OTHERS CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS 1-3/8' MIN. EMBEDMENT I INSTALLATION ANCHOR 10 WOOD -SCREW (see Note 9) FLANGE TYPE WINDOW FRAME HEADER STUCCO J GLASS BY OTHERS TYP.) (SEE NOTES) SECTION B-B B.H. BUCK IMPORTANT INFORMATION & GENERAL NOTES B.W. BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD #10 WOOD SCREW BUCK BY OTHERS ( see Note 9) SHIM AS REWD. 1/4' MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD TYP.) GLASS TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER WOOD BUCK CAULK W.W. BY OTHERS WINDOW WIDTH)— - CAULK BETWEEN ONE BY BUCK & TWO BY FRAMING BY OTHERS TWO BY WOOD FRAMING BY OTHERS ANCHOR INSTALLATION INSTRUCTIONS I-3/e' MIN, FOR INSTALLATIONS UP TO 70 PSF EMBEDMENT INSTALL WINDOW WITH #10 WOOD SCREWS IN ALL FABRICATED INSTALLATION HOLES. INSTALL FRAME SILL WITH VULKEM 116 OR APPROVED EQUAL TO ONE BY BUCK. 1 - 4 W'W'- VIEWED D J W.H. F H FROM EXTERIOR E K B G ELEVATION HEIGHT) These notes are provided to ensure proper installation of Florida Extruders 7) ALL WOOD SCREWS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT FLANGE TYPE Milestone products and must be followed fully. COATING APPLIED AND SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. WINDOW FRAME 8) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES FOR #10 WOOD SCREW WITH A 9/64" DIA. PILOT HOLE (NATIONAL SILL GENERAL INSTALLATION INSTRUCTIONS DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). 9) #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE STRUCTURAL 1) SHIM AS REQ'D. AT EACH INSTM ATION ANCHOR WITH LOAD BEARING FRAMING COMPONENTS AT THE HEAD AND JAMBS AS FOLLOWS: SHIM AS RED'D. SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". a) ONE BY WOOD BUCK ATTACHED TO STRUCTURAL TWO BY WOOD FRAMING (shown), 1/4' MAX. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & b) TWO BY WOOD BUCK STRUCTURALLY ATTACHED TO STRUCTURAL TWO BY WOOD FRAMING (not shown), SEE NOTES) JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 c) STRUCTURAL TWO BY WOOD FRAMING (not shown). ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF VULKEM 116 10) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE ADHESIVE CAULK OR APPROVED EQUAL f T FRAME SILL MUST COMPLY WITH LOCATIONS. SEALANT MANUFACTURER'S RECOMMENDATIONS. 11) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 12) FRAME SILL WILL BE CAULKED/SEALED WITH VULKEM 116 OR APPROVED EQUAL. ONE BY WOOD BUCK AT SILL EXTERIOR OF WINDOW FLANGE. MUST BE STRUCTURALLY ATTACHED TO THE TWO BY WOOD FRAMING AS FOLLOWS. INSTALL A MINIMUM OF THREE 1-3/8' MIN. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT (3) #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8". MIN. EMBEDMENT INTO THE STRUCTURAL EMBEDMENT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE FRAMING COMPONENTS AT A LOCATION 6" FROM EACH END OF THE WINDOW SILL'S FRAME AND AT A LOCATION AT RUNGS. THE MIDPOINT (+/- 2") ALONG THE WINDOW SILL'S WIDTH. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH DESIGN PRESSURE RATING & FBC REQUIREMENTS CORNER AND 8" ON CENTER WITH EMB!=DMENT OF 1 1/4". ONE BY WOOD BUCK BY OTHERS (Buck must be structurally attached to the Two By Wood Framing. See Note 12.) INSTALLATION ANCH R _ I CAULK BETWEEN 10 WOOD SCREW L ONE BY BUCK & see Note 12) TWO BY FRAMING W/ VULKEM 116 ADHESIVE CAULK, OR APPROVED EQUAL SECTION A- A N W a a+ Z 0 W ZQWV J WcraW d' LJ 13) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO +/- 70 PSF. 14) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 15) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR OTHER APPROVED FRAMING MATERIALS, MARCH 1, 2002. REV DESCRIPTION DATE INI INTERNATIONAL, INC. 3 a3 FLORIDA EXTRUDERS2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA TITLE: INSTALLATION DETAIL - ONE BY ON TWO BY FRAME SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 PLI RAWN BY: J B H APPROVED BY: RJA ATE:06/ 1 8/03 SCALE: NTS DWG.: FLEX0048 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE 8 WOOD BUCK INSTALLATION ANCHOR I I I I I F R • pj STUCCO .t BY OTHERS l 1/ SHIM AS REO'D. ! J 1/4' MAX. PERIMETER SEE NOTES) CAULK BY OTHERS GLASS (TYP.) SEE NOTES) W.H. WINDOW HEIGHT). 3/16' DlA. TAPCON CAULK BETWEEN D BUCK 8 OPENINGOTHES(PMAS* Y. 11/4' MIN. EMBEDMENT I FLANGE TYPE WINDOW FRAME RIDGED VINYL GLAZING BEAD B.H. BUCK HEIGHT) PERIMETER CAULK BY OTHERS 0 RIDGED VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME a- v CAULK BETWEEN WINDOW FLANGE PRECAST SILL W/VULKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS OR APRv'D. EOL. . SC CTiON A -A W.W. GLASS (TYP.) SE= NOTES) o E L EVE, T CliN H.W. BUCK WIDTH) SHIM AS REO' D. 1/4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME CAULK BETWEEN PERIMETER WINDOW FLANGE WOODBUCKCAULK IMIN. CONCRETE OR EMBEDMENT MASONRY OPENING BYOTHERS D INSTALL- 71ON ANCHOR 3/ 16' Dla. iAPCON 0 54 a ONE BY WOOD BUCK BY OTHERS BY OTHERS CAULK BETWEEN WOOD BUCK a W. W. MAS'Y. OPENING WINDOW WIDTH) BY OTHERS STUCCO BY OTHERS SECTION B-B NOTES: I) SHIM AS REO' D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 1 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. B EMBEDMENT OF 1- 1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUI.REMENTS OF ASTM E1300 GLASS CHARTS. 24' O.C. MAX. ( TYP.) 8) WHERE SPACING BETWEEN TAPGON ANCHORS EXCEEDS 24 .IN. O.C.. #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE 6' MaX. (TY=.) FLORIDA EXTRUDERS 2000 SERIES FIXED. WINDOWS. 10) SEE BACK OF THIS SHT. FOR INSTL'N ANCHOR REOUIREMENTS. 1 1 ) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WIT.". SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE 910 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 -3/8" MIN. EMBEDMENT. 13) :YINOOW UNITS CAN BE MULL=3 TO OTHl,_R UNITS USING ALUMINUM TUS_ MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. VIEWED FROM EEC ;PRIOR RIOR 1 NATIONAL, INCFLORIDA - EV 1 RUDER I SANFORD. FLORIDA t/W TITLE: ST. T N DETA i L W/ INE 3'; B_ .K I N , LLA IQFIXEDFLANGEWINDOW - SERIES i000 ?0001 DRAWN BY:33 APPROVED BY: 11 0' DATE:10122101 SCALE: NTs D YG.:=LEx00:9 SHEET 1 OF 2 II PREPARED 8Y:'P= ODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PK'NY, SUITE 250. HEATHROW. FLORIOA 32745 PHONE 407 805-0365 FAX 4U/ OUD-UJOO 26 1/2 x 56 1/4 25 1/2 x 55 1/4 1 1 1 1 1 c 2 26 1/2 x 63 25 1/2 X 62 1 1 t 1 2 2261/2 x 72 25 1/2 X 71 1 1 t 2 2 2 26 1/2 X 81 25 1/2 x 83 I 1 1 t 2 2 3 x c' t t t t 2 32 x 12 31 x 11 t I I I 1 I 32 X 18 31 X 17 1 1 1 1 1 1 32 x 26 31 X 25 1 t 1 1 t 1 32 x 32 31 x 31 1 1 1 1 1 1 32 x 38 3:3 31 x 37 3/8 1 t t 1 t 1 2 32 X 44 31 X 43 1 1 1 1 1 32 X 50 5/3 31 X 49 5/8 1 1 1 1 2 2 32 = 56 1/4 31 x 55 1/4 1 1 1 1 2 2 2 32 x 63 31 x 62 1 1 1 2 2 32 x 72 31 x 71 1 t 1 2 2 2 32 x 84 31 x 83 1 1 t 2 2 3 32 x 96 31 X 95 1 t t 2 1 3 3 37 x 12 36 X 11 1 1 t 1 1 37 X 18 36 x 17 t 1 1 t 1 1 37 X 26 36 X 25 1 1 1 1 t 37 x 32 36 X 31 1 1 1 t 1 37 X 38 3/3 36 X 37 3/8 t t t 1 1 37 x 44 36 X 43 1 t t 1 1 2 2 37 X 50 5/8 36 X 49 5/8 1 1 2 2 37 x 56 1/4 36 X- 55 1/4 t t 2 2 2 37 x 63 36 X 62 t 1 2 2 37 X 72 36 X 71 1 2 2 3 37 x 84 36 X 83 1 1 2 3 3 37 x 96 36 x 95 1 1 1 2 3 3 44 X 12 43 X 1 1 1 1 1 1 1 44 X 18 43 x 17 1 1 1 1 1 1 44 X 26 43 X 25 1 1 1 1 1 1 44 X 32 43 X 31 1 1 1 1 1 1 44 x 38 3/8 43 x 37 3/8 1 1 1 1 1 2 44 X 4.4 43 X 43 1 1 1 1 2 2 44 X 50 5/5 43 X 49 5/8 1 1 1 2 2 2 44 X 56 t/a 43 x 55 1/4 1 1 1 2 2 2 44 X 63 43 x 62 1 1 1 2 2 3 44 X 7= 43 x 71 1 1 1 2 3 44'X 8' 43 x 83 1 1 t 2 3 3 44 X 96 43 X 95 t t 1 3 3 4 48 X 12 47 X 11 1 1 48 X 18 47 X 17 1 1 1 1 1 1 43 X 26 47 X 25 1 1 2 t i 1 48 X 32 47 X 31 1 1 2 1 1 48 x 38 3/a 47 X 37 3/8 1 1 2 1 2 48 X 44 47X 43 1 1 2 1 2 2 48 x 50 5/8 47 X 49 5/8 1 1 2 2 2 48 x 56 1/4 47 X 55 1/4 1 1 2 2 2 2 48 x 63 47 x 62 1 t 2 2 2 3 48 x 72 47 x 71 1 1 2 2 3 3 1 48 x 84 47 x 83 1 1 2 3 3 4 48 x 96 47 x 95 1 1 2 3 4 4_ i Al TAPCON INSTALLATION CHART FOR FIXED WINDOWS LOCATIONS IN HEAD LOCATIONS IN JAMB TIP TO BUCK 30PSF 46PSF 6 1 PSf OPSF 46PSF 6 1 PSF TIP SIZE TO TO TO TO TO TO 4 P F 60PSF 70PSF 45PsF 6 70PSF t 1 53 1/8 x 12 52 1/8 X 11 t t 1 t t t 1 53 1/3 x 18 52 1/8 x 17 1 I 1 1 53 1/8 X 26 52 1/8 x 25 1 2 2 1 1 i t 1 53 1/° x 32 52 1/8 x 31 t 2 2 1 2 2 53 1/8 x 38 3/8 52 1/8 X 37 3/8 1 2 2 1 2 2 53 118 X 44 52 1/8 x 43 1 2 2 2 2 2 53 1/5 X 50 -5/8 52 1/3 X 49 5/8 1 2 2 2 2 3 53 1 S x 56 -i/4 52 1/8. x 55 1/4 1 2 2 2 2 3 rj 1i X 63 52 .I /a x 62 t 2 2 3 3 5 /r/Y 1R 52 1/8 X 71 1 2 2 3 3 4 53 1/8 >Z 8`a 1 5.2 1/8 X 83 4 Ft 1 1 2 2 2 2 3 4 5 g x 96 i, a •x 95 t 1 1 a _ 6 4Y'aI ,2t! 1 I 2 1 1 1 6a X t8 63 x 17 b?c_25 1; 1 2 1 1 1 rA x 26 2 2 2 1 1 64 3r'32.. ii.X 31 -` 2 64 X 38 3/8 Q!37, y 2 2 2 2 2 1 2 2 2 64 x 44 64 X 50 5/8 63 X 49 5/8 2 2 2 2 3 3 3 64 x 56 1/4 63 X 55 1/4 2 2 2 2 3 3 64 x 63 63 x 62 2 2 2 3 3 4 64 X 72 63 x 71 2 2 2 3 4 4 64 x 81 63 x 80 2 2 2 3 a 1 4 72 x 72 71 x 71 2 3 1 t 1 74 x 12 73 X 11 1 1 1 74 X 18 73 X 17 1 2 2 1 74x26 73X25 2 2 2 1 1 t t 2 74 x 32 73 X 31 2 2 3 1 1 2 74 X 38 3/8 73 x 37 3/8 2 3 3 2 2 74 x 44 73 X 43 2 3 3 3 2 2 3 74 x 50 5/8 73 x 49 5/8 2 3 2 3 3 74 X 56 1/4 73 x 55 1/4 2 3 3 2 3 4 74 X 7 6 84 x 12 83 X 11 1 1 1 1 1 1 1 1 84 X 18 83 X• 17 1 2 2 1 1 1 1 84 x 26 83 X 25 2 2 2 2 2 64 x 32 83 x 31 2 3 3 1 1 2 2 84 x 38 3/8 83 x 37 3/8 2 3 3 2 2 2 84 x 44 83 X 43 3 3 4 2 2 3 84 x 50 5/8 83 X 49 5/8 3 3 4 2 3 3 84X5614 83X55 t 4 3 3 4 1 1 96 X 12 95 X 11 1 1 1 1 1 1 96 x 18 95 X 17 1 2 2 1 1 2 96 X 26 95 X 25 2 2 3 1 1 2 2 96 X 32 95 X 31 2 3 3 2 2 2 96 x 38 3/a 95 x 37 3/8 3 3 4 2 2 2 96 X 44 95 X 43 3 4 4 2 3 3 96 X 50 5/8 95 x 49 5/8 3 4 5 1 1 t d X 12 108 x 18 107 x 11 107 X 17 t 2 1 2 2 2 1 1 2 1 2 108 x 26 107 x 25 2 3 3 1 2 2 2 108 X 32 107 X 31 3 3 4 2 2 2 108 X 38 3/8 107 X 37 3/8 3 4 4 12X 2 2 1 1 1 12 120x 18 119 x 17 2 2 2 1 1 2 2 i20 X 25 119 x 25 2 3 3 1 2 2 17-0 X 32 119 x 31 3 4 4 3 120 x 38 3,13 1 19 x 37 3/8 3 4 5 2 FLORIDA EXTRUDERS' SRNATION7AL, INC A -FORD. FLORIDA TITLE: I NS T 1_I A i ON DE T A I L W/ ON= 3Y UCr F I XE D EL ANGE W I NDOW - SER 1 E S : 000 ?. 2000 DRAWN BY: 33 APPROVED BY: DATE: 10/ 22/01 SCALE: NTS DWG.: F L E X 0 0 9 S_==T ? PREPARED BY:= oQDUCT T;liiNOL:1CY CORP.. 250 INTERNATIONAL PKWY, SUITE 250. HEATHROW. FLORIDA 32746 PHONE 407 805-03E5 =kr 407 80=-0356 10"Ic SA 1 Iu'70 _r_.Li JAur CTYp.) 100c JAHB :-Y t x a x 1/a Woo S.H. E ,MUL_I i .;Ate? (i Yr,) J 72 x 1/2 SELF S_A:LANT 5_'Tv_Z SECT CN E 7/16 X I a TL E—K MULLION 100.0 S.H. JAM3 (TYP.) S X 1/a sc"! F TApP:Nr_ SMS SEALAN i BETWEEN WINDOW FLANGES 3 M LL IuN S_C.i\ ASy. TIU1 S1X4x1/ a DIE MU'LLTON loco— JA. M3 :TYp.) 1, A1. PPINVAS; f X 2 X 3/ A Tl! B= MULL ION TAPF[. iG S,A- i- 1/_ $__F _ SCE^ ! i Jig —A (L i 1 X _ 7ii6 x 3/6 1u00 Z.H. TwBE MJLL:'DN 1A:MB <TYP.) 8 'X 1/ 2 S_LE aPPING SMS 8 x 1-1/2 SEL. SF 'LA4T ' n_TW_c i Test-pING S+yS WiN^C'+ r FLANGES 3 NULL ItN Fay 1-- t; 2 SEL I APPIr::. t SNS SEC 1` 10y A —A USE AUIILLIGUN 0 T+Asr • STER SJ i j 3J1ONE " Ull ' WOOD 34CK BY OTHERS, 1 1/ 4' MIN. a ` EMPEDMEN71 4IS _ MULLIQN I E X I/? SELF TAPP NG S+S S_ALMT E TwrL~tM WINDOW F LANC•ES S ILLION S`CTION A —A (% ) DETAIL C - y A Ac 7.% li x 1/. 2 SE'_- cXTCGE:ii: cl i FRO 1!!'' 1 T J :A1l J ri-wroi R J i TI FKS 4 ItiSTA__' TICV AN;C!_!r.R 3/1: :;_'r i INS' A__°T. .M SLIP. i it T~ P;CA:- N lUi L,iC'N 710 CONCRETE HEED i! (APri tS TO HEAD & SiLL NHERE i" X 4 I.I 7 - 1 n r1 1.'1 rS A!- r 1 n\ X . : i krjf-LNON ..•.a= .,SEC, i DETAIL a _ r— INSTALS ATIBN ANCHOR 1 I' i / 1• 1:1.4. TAPCCM I II r l Sr'. Rc% i AitiCriGR :TYF.) SILL CLIP Q t 1/ 4' MIN. EMiic:HtN- SC`+ S SLLL w CTHErcS A- !x+11LkY ai : T C' ADDITIONAL ANC'+GRS, WHEN REQU!Qc*L) 1 O If r ' 1 I 0 FLORIDA EXTRUDERS.-TENALINC F10RDo FLORIDA TITLE: ciJ ! r i_ l I i !:='= J i C. r I 1 !] f= C L v.ii :Jk= S CAR -A— Tir S DRAWN BY: M' -' I APPROVED BY: y WINDOW WINDOW E CALL TIP -TO -TIP 1•.: SIZE SIZE SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSU71I'llcR PAcCAPACITIES CITY ;CAPACITY I CAPACITY I CAPACITY :CAPACITY I CAPACIT11Y I CAPACITY CAPACITY i CAPACITY I CAPACITY , CAPACITY ! ULL ;TUBE MULL i TUBE MULL I TUBE MULLI8i1X2X38tx27/16X1/8!!lX2 7/16X1/81X2 7/16X3/81X2 7/16UL81TUBE1M8 1X4X1/8 : 1X4X3/8 ; 1X4X3/8 1 X2X 1 8 ? 1 X2X 1 /8 11 X2X3/ 1 / 6 ANCHORS A ANCHORS 6 ANCHORS TUBE MULL ;TUBE MULL TUBE MULL ,TUBE MULL I TUBE MULL :TUBE MULL ; TUBE A A 4L SECT. A -A 4 I SECT. A -A 5 ;SECT. A -A 5 SECT. A -A 6 : SECT. A -A 6 4 ANCHORS 2 ANCHORS ! 4 ANCHORS 12 ANCHORS 14 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS ; } i 2 ANCHORS 1 _ A f SECT. A -A 2 SECT. A -A 2 SECT. A -A 3 SECT. A-A(3) :SECT. () ( () ( : ( ) SECT. A-A(1) I SECT. A O O O- 73 42 ! 791 81 ' 1187.72 i 791.81 1 1 187.72 1 19 1 /8 X 26 1336.52 732.42 13 19 1 /8 X 38 3/8 209.72 317.66 14 19 1 /8 X 50 5/0 131 _23 1 131.23 56 1 /4-.94.13 194.13 145 19 1 /8 X 1_5 19 1 /8 X 63 65.97 65.97 16 19 1 /8 X 72 43.49 17 19 1/8 r+ 43.49 X 84 ' 26.96 126.96 26 1 /2 X 26 i 262.87 i 572.13 Fl L26 1/2 X 38 3/8 157.93 1239.21 6 1 /2 X 50 5/8 97.25 t 97.25 1 H45 6 1 /2 X 56 1 /4f 69.43 169.43 1 H5 1 26 1 /2 X 63 ; 48.44 48.44 11-16 I 26 1/2 X 72 i31'.79 131.79 1 H7 1 26 1 /2 - X 84 ; 19.62 119.62 22 37 X 26 1216.75 471.75 23 67 X 38 3/8 1122.22 189.12 24 7 X 50 5/8 173.34 73.34 245 i37 X 56 1 /4 51.97 15197 25 37 X 63 ; 36.01 i 36.01 26 37 X 72 123.47 23.47 27 37 X 84 114.39 114.39 32 1 53 1/:8 26 1191.61 14 17_04 33 p3 1 /8 X 38 3/8 98.38 1 149.02 34 3 1 /8 X 50 5/S 56.23 1,.56.23 3'45 53 1 /8 X 56 1 /4 39.32 39.32 35 1 53 1 /8 X 6.3 26.92 2 6.9 2 36 1 53 1 /8 X 72 ' 17.34 117.34 37 1 53 1 /8 X 84 i 10.51 L10.51 336.52 i 692.83 336.52 732.42 13.) t 2. 209.72 429.55 209.72 450.46 209.72 45T 6.46 152.75 177.46i1152.75 193.92 152.75 27 1.83 127.29 1127.29 135.81 139.09 135.81 1194.97 89.21 89.21 97.48 97.48 119.85 136.64 58.81 64.27 64.27 90.09 i 90.09 . 158.81 36.45 36.45 39.83 39.83 55.84 55.84 - 262.87 262.87 572.13 1262.87 572.13 1157.93 1541.20 323.48 1157.93 1 343.74- 157.93 1343.74 i 113.20 1 131-.51 1113.20 i 143.71 1 13.20 201.45 193.89 93.89 100.17 102.59 i 1100.17 188.01 1143.81 100.34 65.51 65.51 71.58 71.58 142.99 42.99 146.98 46.98 65.86 65.86 1 26.53 126.53 128.99 28.99 140.64 f 40.64 493.47 740.20 493.47 1359.41 539.12 359.41 319.55 460.17 319.55 282.02 4_23.03 i 282.02 212.62 212.62 296.98 1131.79 131.79 1184.08 1618.52 1927.78 i 618.52 371.61 i 557.41 371.61 1266.35 1399.53 1266.35 1235.70 1339.42 1235.70 207.10 236.83 1207.10 155.44 155.44 217.11 95.93 195.9.3 133.99 216.75 471.75 216.75 1471.75 216.75 1266.00 1287.57 122.22 i 250.32 122.22 ; 266.00 122.22 108.37 185.36 151.91 1200.86 85.36 199.17 70.28 85.36 174.98 176.79 174.98 107.65 1176.43 70.28 148.70 153.21 53.21 65.43 174.59 1ST 3.96 48.70 31.74 131.74 34.69 i 34.69 48.621 148.62 1 1 14.76 19.46 19.46 21.26 216. 129.81 129.81 i 70.36 191.61 394.49 191.61 1 417.04 191.61-•. i 8 38 4J 7.04 450.85 198.38 11201.51 98.38 r2t4.14 2}.4.14 231.50 65.45 i 76.04 65.45 - 1 83.09 65.45 - 1 1.6.47 J.194.00 i 53.17 i 53.17 1 56.73 1 58.10 56.73 :' 81.44 133.48 i 36.40 136.40 1 39 .78 i 3978 1 48.91 55.76: 1t5.08 123.45 23.45 I 25.62 115.6225.6 i r 3.92 35.92 I 184.77 1 14.21 1 4.21 15.53 1 15.53 21.77 21.77 51.39 SERIES 1000 & 1500 FLANGE VERTICAL MULLION DESIGN PRESSURE CAPACITIES SHEET 2 OF 2 nT • A) NUMBER OF ANCHORS NOTED FOR TAPCON 740.20 t 55339.12 ti 479.33 423_03 1296.98 11184.08 927.78 557.41 - - 399.53 353.55 310.65 217.11 133.99 2X4X3/8 TUBE MULL 6 ANCHORS SECT. A-A(7) 11187.72 i _ l 0 r-479.33 I2 14203 1365.75 1294.03 927.78 557.41 399.53 353.55 310.65 267.38 214.02 1765 510 765 1765 431.36 287.57 431.36 1431.36 301.29 200.86 301.29 301.29 1254.07 1176.43 1264.6:4 264.64_ 176.06 1 153.96 1230.94 230.94 114.76 1 131.61 1160.30 1 t 197.41 170 36 98.27 198.27 1156.97 676.28 1450.85 1676.28 1676.28 1347.25 231.50 1347.25 1347.25 1231.01 154.00 231.01 231.01 192.22 33.48 1200.23 1200.23 j 131.60 - 1 15.08 172.63 1172.63 184 77 97.21 1 1 18.41 145.82 51 .39 71.78 i 71.78 120.81 INTERNATIONAL, INC FLORIDA EXTRUDERS SAiNFORD, FLORIDA r. • r r717 r•i n %err TITLE: Lr.t'. J I - 1 •J ill2AW 1' BY:. _ APPRO D BY: 60.80, \ \ Ci 14.25' 0 45.50' SOUTHWEST RD.------------- PAVED R/W SITE LEGAL DESCRIPTION Leg Lots 23 + 24, Cates Addition as recorded in Plat Book 3, Page 64 of the Public Records of Seminole County, FL Parcel 10 035-IS-30-509-0000-0230 Otherwise known as 1511 Southwest Road Sanford, FL 32T12 PLAN SCOPE OF WORK Construct a new one story, single family residence on a now vacant land parcel. The new structure Is to have a concrete slab on grade foundation, with concrete block exterior walls, ' PL R T OF SURVEY DESCRIPTION L 01' P3 & 29 CH TES ROD 11S HECORDC 11 IN PL fi I' QOOK 3 Pf gE(51 0 1 OF THE PUBLIC il'ECOROS OF 3F1n TN(11. F COUN T Y, FL ORIOT! I Qj W L_ 0 Scp LOT 21 1 S so -00 ,00 - 71-50 HfiRRISON 3T. Ea' N 50'00'00" E 55.33 THIS PROPERTY LIES 11\1 ZONE X ACCORDING TO FIRM MAP # 12117C 0045 E DATE /1/14/95 LOT P C3 5 R/W NOTES: I NOT VALID WITHOUT TIIE SIGNATURE AND THE CRIOBTAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER LE9BrD ELEV • ELEYAIMH N&D • NAL NO DIM BU( -BLOCK 2 ThBS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISI(ED TO FD - FOUID PM - POW OF IIEONltlxl ES7R . CA&D-CNT THE SURVEYOR. 1HERF- MAY BE OTHER RESTRICTIONS OR UNRECORDED M1 - EASEMENI roc - POUT Or CQfQ1CAC1fT r - non rrc F.ASF.MENTS THAT EFFECT T111S PROPfkTY 3 140 UPfiER OROU D D."OVFMENTS IIAvf_ (IEEN LOCATED UNLESS OTI (ER MSEs11 - LIORY C1 • CIVAD srAKNo 11 - INlzus SHOWN IT - CENTERLNE M IOW OF MAY e - DELIA DIMENSIONS SHOWN FOR THE LOCAIICVI OF IMPROVEMENTS HEREON SHOULD z-x-x • rtIKErEF#CF TR - rmOrEKTr uNC 04mvc - fa1DKn NOT RE USED TO RFCONSTRUCt ROUNDARY LINES. Mcs - UW-- PC - OHT L - S DEAMMOS ARE OASEU ON ASSUMEU DATUM AND ON TIME LrJE SHOWN AS BU7o - BuLDND 9D R91 - Mom t#NIE CONC • c9NGLTE NOfI - MOMMEN1 TLEf woet BASE BEARING (B.B). VIL - urIUIY FID .ROAD FD COIIC NON • 6 VERTICAL CONTROL (NATIONAL CEODETIC VERTICAL DATUM ton)* FL FF. LAA • 0 - V0 DLIM .2239 GFI CDNC ILT1 .72so TON - TEnrQrY BQYJI MAN( tr! - PNQIr NA.- NArMAL 0119U/D FF - RMSH FLOOR BIT - BDKII MAIM M. EDWARD GORDON SURVEYING IFOISTERED L D SI.V EYOR 0'2258 PO Box 1557 SANFORD . FLORDA 327/2 PHONE 324 5720 509 UESP II TH S1FtEffr S1113=ORD . FLORDA V CITY OF SANFORD PERMIT APPLICATION 7 Permit # : Vr / 7 O ( / f4 Date: 3 — 2 7-76 9j Job Address: /O i Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _4— 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 & Sewcr Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: It of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Contractor Name & Address: Phone & Fax: qc ? (? P 6 Contact Person: Bonding Company: Address: Mortgage Lender. Address: Architect/Engineer. Address: Attach ProofofOwnership & Legal Description) Phone: 4- 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 ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE- OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TICE: 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 er management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requir ents n Lpw, FS 713 Z)-0 6 Signature of Owner/Agent Date re of Co recto /Agent Date Pnnt 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 Zoning: Initial • Date) Special Conditions: Print ContraContra ors NanncNannc Si, 4 t rre o No Start of Florida Date 1,4YC(i?.its;aS^:' t;il is 290 EKtmiHF ! ! gwagi omvn to Me or OcProduced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 1 UNIVERSAL • ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Science • Construction Materials Testing • Threshold Inspections 3532 Maggie Blvd. • Orlando, FL. 32811 • (407) 423-0504 • FAX (407)423-3106 a Client: Project: t S It C Area Tested:^ Reference Datum: Field Report of IN -PLACE DENSITY TESTS Q< Fill Limerock Backfill Soil Cement Native Stabilization Top Pipe Storm Inlet Structure 0 0(, Bottom ,of' Native `k' Foundation Footing Springline Fill Sanitary Structure Type of Test: ASTM D-2937 Drive Cylinder Method GQ, ASTM D-1557 GQ ASTM D-2922 Nuclear Method ASTM D— 698 Laboratory Field ASTM D-1556 Sand Cone Method AASHTO T180 ASTM D-558 Soil Cement Field Proctor AASHTO T99 AASHTO 4 Report Left on Site:(A YES — If Yes, to Whom: `.0 No If No, Why Not: Penetration Resistance a rO0,Yes [J1Satisfactory Unsatisfactory N/A a DO/DO NOT meet the minimum Date Tested: Remarks: 1Location of Test im M4EM MEN 1101101MON It Technician V1of T53 CITY OF SANFORD PERMIT APPLICATION Permit # : V Job Address: Description of Work: Historic District: Zoning: Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: ResidentialNon-Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential _V/ Commercial Construction Type: # of Stories: Owners Name & Address: Date: r6fal Square/'F000 otageslue of Work: S IOJQ t 00 Mechanical Ll Plumbing Fire Sprinkler/Alarm Pool Addition/ Alteration Change of Service Temporary Pole _ Replacement New yan(Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ Industrial of Dwelling Units: Flood Zone: (FEMA form required ) Phone: DEDMHEMG& AHMOND ContractorName & Address: • W COMMWE STREET SUITESIMrise Number: i- . _ _ _ . _ — --- - - - - - ceAGO 32448 Phone & Fax:- JV r Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONS ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions appl this county, and there may be additional permits required from other governmental entities such; Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Print Owner/ Agent's Name of Notary - State of Florida Owner/Agent is _ Personally Known to Me or Produced ID Date Date APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 03/ 2006 this of co lance wit all applicable laws regulating EM T MAY ESULT IN YOUR PAYING UL WIT. H Y UR LENDER OR AN that u y be found in the public records of nt distr' is, state agen ' or federal agencies. La , FS 71 Signatur Contractor/ Agent Rate 66 rintCwtractor/ Agent's Natpe Al 1 / Signature of Notary -State of Contractor/Agent is / Personally Known to Me or Produced ID ENG: BLDG: MIRINDA C. TURNER MY COMMISSION II DD 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Pw* underwriters RECEIVED MAR 2 8 2006 REVISION PERMIT # V DATE 3' Z PROJECT ADDRESS a/ b 0 Vt/ I U M CONTRACTOR / / I S wtd- V PHONE # q 0 79 51 y- 1, SlO v FAX # DES RIPTION OF REVISION UTILITY DEPT FIRE PREVENTION PLANNING BUILDING an-&k