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HomeMy WebLinkAbout1203 W 14 St,.,� �,►l� MAY 17 2011 Cl F SANFORD of DEI G 8 FIRE PREVENTION PERMIT APPLICATION - i s '19 0 �171r Application No: 4� ocumented Construction Value: $ Job Address: /ZDV W. /4 rylraeer Historic District: Yes ❑ NOX Parcel ID: JS. j!j_3n_ Sv3-Dune_Da!D Zoning: MQ 2 Description of Work: 4m/jZMff,3*Ar aP .4 X Ar&dX IC.4tf&' W L[n"Ir Plan Review Contact Person: F/lAmwi-s _pio/Vi Si Title: %�/!6�-, i✓'T Phone: !�07_ 21Q 6543 Fax: 2&- Ssia. I6 yS E-mail: FZQZ!0,4 G C A Gt1M�L •�o�'tI Property Owner Information Name �a 7TQ Phone: ti3O 7- 2 7 2 Street: 12,Q_3 In/, J1qrW f77Z&-jrT Resident of property? : �t City, State Zip: ,sC"-6QQ) C..''- ZZ 77/ Contractor Information Name SSo v4wrl`c -Z - Phone: y47- _91 D a S6{ 3 Street: gqD js LLiRm"jp� R9_ -3/0 Fax: 16 4IS City, State Zip: QgZjQALDjcoG Ute State License No.: C C e . I Sid 4'0 O Architect/Engineer Information Name: R11tiPaS Street: FAewr sTn"T' City, St, Zip: e,4a_Za4_61Q#L . JZL 2q ay Phone: 4,07- Sw'-6 0240 Fax: E-mail: y%, &A A 'Z� %1i , PM -C 4AA I"PnG`gTIS. Co AI Bonding Company: Mortgage Lender: Address: 39.Address: OF PERMIT INFORMATION Building Permit A Square Footage:i�04 Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical X New Service - No. of AMPS: /So 40 Mechanical (Duct layout required for new systems) Plumbing 9 New Construction - No. of Fixtures: 10 Fire Sprinkler/Alarm O No. of heads: � 11s3, Og Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity 'levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permi is released. gna of Owner/ gent Date Sign re ractor/Agent Date FRAn/Ces DioAji Sc Print Contractor/Agent's rJarne Signature of No rid tem Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID J/ Type of I D FL- Z L Cwap-421- 51- Produced I D r/ Type of I D FL- t- 52-b- 2.52 - 53 - -e(e- 3/9/ZOI'2>S84^ O 121- et� y�zo►L APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: Rev 11.08 BUILDING: o)"/') -- - - 1' ea—tg- 4—,e 0. I � LMAY 172011 BV _C F SANFORD UTEDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 10 0 - l) OO Job Address: IU3 W. /4 TN1r*2Bs7- Historic District: Yes ❑ NOX Parcel ID: JS- !!j_3a. So3_ d..DalD Zoning: -2 Description of Work: [ ar Z*A dao r aF .4 X'iy6zc JCAnA'Gc1 A-ar7X Plan Review Contact Person: F1?.4Ayr_oP.f _p%nwii Si Title: %F/lB��s 1 - Phone: !07=21p j'S43 Fax: 2&- ?4 D& 146yS E-mail: &Q&Pi4 a C 40_ CrHAiL •�o�'�I r Property Owner Information Name Z27Z-12 Phone: y0 7— 2 7 2 .Z/O Street: 12 p /4�( 7W f72za7 ?' Resident of property? : -I City, State Zip: ,s',&A6a"2C1 32 77/ Contractor Information Name S010%& G 2. Phone: L%Q 7- 210 4 5k 3 Street: SiffD116RMA&� R � a� .3/ O Fax: fg3I — 311(0 16 4,S City, State Zip: 6,k 4j1 4DO. ICG 32 / A State License No.: C g e . I S -O 4f0 O Architect/Engineer Information Name: d)APjL" Rsutfys Street: iig2,? Fnnwr .sT12&rr Phone: 4A07- "4 0240 Fax: City, St, Zip: S�u/{/ja�t7nw/. FL g y a4 E-mail: amPySi4 D_sPaG'ArJT. Co M Bonding Company: Mortgage Lender: Address: Building Permit A Address: PERMIT INFORMATION Square Footage: %SON Construction Type: 9LOI& No. of Stories: 1 No. of Dwelling Units: Flood Zone: X A CS« Electrical 9 Plumbing New Service - No. of AMPS: I.SD AnP New Construction -No. of Fixtures: 10 Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permi is released. . A'.'17/ /2 W '�--1 A '// gna of Owner/ gent Date Sign re rnctor/Agent Date 15/12/11 Date . 'SWCARRIE ANN LONGSWORTH .. .- W COMMISSION # DD 950797 EXPIRES: February 7, 2014 Bonded Taro Notary Public Underwntcrs U Owner/Agent is Personally Known to Me or Produced ID �/ Type of ID (-L- t:� L- Cwap-` zi- 5t- .exe- 3/9/Z01'2> 58Q - APPROVALS: ZONIN , •17•11UTILITIES: ENGINEERI 1 FIRE: COMMENTS: Rev 11.08 FRANCes Dio&ItSi Print Contractor/Agent's ame Signature of No rtd Contractor/Agent is Personally Known to Me or Produced ID Type of I D FL- D L- 52�- 2_S2 - 53 - p 121-�j WASTE WATER: et? '4 V 2_62- BUILDING: %" N O � 88111 •� City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Francois Dionisi Firm: Sovanic, Inc. Address: 5401 South Kirkman Road # 310 City: Orlando State: FL Zip Code: 32819 Phone:407-210-6543 Fax: 888-340-1645 Email:floridagcQmail.com Property Address: 1203 West 14th Street Property Owner: Joyce Carter Parcel identification Number: 35-19-30-503-0000-0010 Phone Number: 407-272-2101 Email: The reason for the flood plain determination is: ew structure ❑ Existing Structure (pre -2007 FIRM adoption) ❑ Expansion/Addition ❑ Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone: Base Flood Elevation: 3D` Datum: N GY n 'Z4 FIRM Panel Number: 20 24 y ou 7 p F Map Date:Q • ? $ .07 The referenced Flood Insurance Rate Map indicates the following: ❑ The parcel is in the: ❑ floodplain ❑ floodway ❑ A portion of the parcel is in the: ❑ floodplain ❑ floodway ❑ The parcel is not in the: ❑ floodplain ❑ floodway ❑ The structure is in the: ❑ floodplain ❑ floodway ❑ The structure is not in the: ❑ floodplain ❑ floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: Review e Date: 5 . ZC I k 1•-30. GRAPHIC SCALE 0 10 30 S90 -00.00-W (M) ,-200.7Y (M),\ LOT 3 BOUNDARY SURVEY LINE TABLE P NE LENGTH BEARING LI (P) 60.0 N90.00'00'E LI (M) 60.28 N90.00'00'E S90 -00.00-W (M) 2+x.12' (M) KNOWN AS: W. 14TH STREET PLATTED AS. () STREET FOUND E PIE 3 T S90'00'00"W (P&M) a'AW*W "" 160.0' (P) 60.18' (M) 01f CITY OF SI PLANNING APPROVED 4 LOT 17 CL v O � o c� N 04 CL ^ v 3 " LOT 2 0 3 (NOT INCLUDED)oo M o Z 10 • BUILDIIv^ r - l REVIEW DEVELOPM>_=. :;r QVICES LOT 18 Z FOUND L1 W'-' er we LOT 1 I M Q FOUND S90 -00'00"W (M) 60.36' (M) S90'00'00 -W (M) 60.0' (P) LOT 19 ^ FLAT M O � a G I.P. 0 rn E LR - NON ROD C.Y. Oo N SEE LR. €a N N - RECOVERED m r P.O.C. - PONT OF COMMENCEMENT a v W - DENIM LINE W v W MOO ROW � Q DUE - DRAINAGE AND UTILITY EASEMENT (D) - DEED/OESGIiTION (C) - CALCULATED (OjN • PONT OF REVERSE CURVATURE O O O RAD. - RADIAL 1n NON RADIAL PC FOLIO W Nnu Alm ,KIN .40"' FOUND I.P. "01& N MONUMENT smc I PROPERTY DESCRIPTION: LOT 1, THE FLORIDA LAND AND COLONIZATION CO'S ADDITION TO SOUTH SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE(S) 73, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. WM M BOSOUE-POLANCO, LS 8581 29M LAKEVAV DIM AMIE 129 cLssELeD1R1. FLA.oA 32nD (4m 4w -9D19 SURVEYOR'S NOTES 1. THE BEARINGS 5110111+ HEREON ARE BASED ON THE MONUMENTED SOUTH RIGHT--OF-WAY OF HEST 14TH STREET AS HAVING A BEARING OF H9CWOOL AN ASSUMED, MERIDIAN AND IS INTENDED TO BE USED FOR ANGULAR DETERMINATION ONLY 2 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOW 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS RICHT-OF-WAY OR EROErl ORECORD 11N MAY AFFECT 4. BY GRAPHICAL ANALYSIS ONLY. THE SU36ECT PROPERTY APPEARS TO LE WTNIN ZONE X. AN AREA OE+EMNED TO BE OUTSIDE 500 YEAR FLOODPLAIN. BASED ON MY REVIEW OF. FLOOD INSURANCE RATE YAP 12117C 0070 F. SEWIOLE COUNTY. FLORIDA "AWG AN EFFECTIVE DATE OF 09/28/07. & NOT VALID RUNOUT THE SIGNATURE AND ORIGINAL RASED SEAL OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR & YAPPER. & ALL RECORDNO INFORMATION 910W11 HEREON REFERS TO THE PUBLIC RECORDS OF SEMINOIE COUNTY, FLORIDA 7. ELEVATIONS ARE 8A-gV ON THE NORTH RM OF A SA04TARY YAM O E LOCATED At TLE• RP,98O (MATE INTERSECTION OF S BELL AVENUE AND E 14TH STREEE AS HAVING AN ASS M:W P-PVATIOI O' 500.21' Q SET 1/2' IRON ROD AND CAP STAMPED LS 6581 UNLESS OTHERWISE NOTED PROPERTY ADDRESS: 1203 W. 14TH STREET SANFORD, FLORIDA 32771 CERTIFY TO AND FOR THE BENEFIT OF1 SURVEYORS CERTIFICATE 1 HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCRIBED PROPERTY WAS PREPARED UNDER W OIECI SUPERVISION AM MEETS THE MINIMUM TEONCAL STANDARDS SEF FORTH BY THE TARDA BOARD OF PROFESSIONAL SURVEYORS AND YAPPERS N CHAPTER 5J-17-0080 THROUGH 5J-17-O.O52. FLORIDA ADMINISTRATIVE COOL PURSUANT TO CHAPTER 472027. FLORIDA STATUTES. FOLIO I. V. ND IA 0 'ANT sc= CERTIFIED BY: 05 09 11 1 DTCH - 30 FT. ANM +C0. LS 858t BOUNDARY 03/14/11 JOB NO. 29049.LA EVI W R.' SUITE 128 PLOT PLAN 05/09/11 LD2089 CASSELBERR ,-327 TEL: (407)463-9019 CHECKED BY: IDI 191E W1011 K SD9IUE AID K WM BE® 3A 0 A ROIB1 Q8®SIK= W WR1Bf DRAWN BY: MP _ A•M.B. FLAT E M -MEASURED G I.P. • IRON PIPE E LR - NON ROD C.Y. - CONCRETE MONUMENT N SEE LR. - IA ' LR LB 7439 D REC - RECOVERED P.O.B. - PONT OF BEGINNING P.O.C. - PONT OF COMMENCEMENT C.L. - DENIM LINE No - NAL MDI DISI( ROW - RIGHT OF WAY DUE - DRAINAGE AND UTILITY EASEMENT (D) - DEED/OESGIiTION (C) - CALCULATED PRC. • PONT OF REVERSE CURVATURE P.C.C. - PONT OF COMPOUND CURVATURE RAD. - RADIAL NON RADIAL PC - PONT OF CURVATURE PT - PONT OF TANOENJCY R - RAM L - ARC LEHM A - CENTRAL ANGLE CH - CHORD DISTANCE CAL - CHORD BEATING BLit • BLOCK OOR - COINER PJt&L .PERMANENT REFERENCE MONUMENT P.C.P. .PERMANENT CONTROL PONT CPP . CORRUGATED PLASTIC PIPE WM M BOSOUE-POLANCO, LS 8581 29M LAKEVAV DIM AMIE 129 cLssELeD1R1. FLA.oA 32nD (4m 4w -9D19 SURVEYOR'S NOTES 1. THE BEARINGS 5110111+ HEREON ARE BASED ON THE MONUMENTED SOUTH RIGHT--OF-WAY OF HEST 14TH STREET AS HAVING A BEARING OF H9CWOOL AN ASSUMED, MERIDIAN AND IS INTENDED TO BE USED FOR ANGULAR DETERMINATION ONLY 2 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOW 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS RICHT-OF-WAY OR EROErl ORECORD 11N MAY AFFECT 4. BY GRAPHICAL ANALYSIS ONLY. THE SU36ECT PROPERTY APPEARS TO LE WTNIN ZONE X. AN AREA OE+EMNED TO BE OUTSIDE 500 YEAR FLOODPLAIN. BASED ON MY REVIEW OF. FLOOD INSURANCE RATE YAP 12117C 0070 F. SEWIOLE COUNTY. FLORIDA "AWG AN EFFECTIVE DATE OF 09/28/07. & NOT VALID RUNOUT THE SIGNATURE AND ORIGINAL RASED SEAL OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR & YAPPER. & ALL RECORDNO INFORMATION 910W11 HEREON REFERS TO THE PUBLIC RECORDS OF SEMINOIE COUNTY, FLORIDA 7. ELEVATIONS ARE 8A-gV ON THE NORTH RM OF A SA04TARY YAM O E LOCATED At TLE• RP,98O (MATE INTERSECTION OF S BELL AVENUE AND E 14TH STREEE AS HAVING AN ASS M:W P-PVATIOI O' 500.21' Q SET 1/2' IRON ROD AND CAP STAMPED LS 6581 UNLESS OTHERWISE NOTED PROPERTY ADDRESS: 1203 W. 14TH STREET SANFORD, FLORIDA 32771 CERTIFY TO AND FOR THE BENEFIT OF1 SURVEYORS CERTIFICATE 1 HEREBY CERTIFY THAT THE SURVEY OF THE HEREON DESCRIBED PROPERTY WAS PREPARED UNDER W OIECI SUPERVISION AM MEETS THE MINIMUM TEONCAL STANDARDS SEF FORTH BY THE TARDA BOARD OF PROFESSIONAL SURVEYORS AND YAPPERS N CHAPTER 5J-17-0080 THROUGH 5J-17-O.O52. FLORIDA ADMINISTRATIVE COOL PURSUANT TO CHAPTER 472027. FLORIDA STATUTES. FOLIO I. V. ND IA 0 'ANT sc= CERTIFIED BY: 05 09 11 1 DTCH - 30 FT. ANM +C0. LS 858t BOUNDARY 03/14/11 JOB NO. 29049.LA EVI W R.' SUITE 128 PLOT PLAN 05/09/11 LD2089 CASSELBERR ,-327 TEL: (407)463-9019 CHECKED BY: IDI 191E W1011 K SD9IUE AID K WM BE® 3A 0 A ROIB1 Q8®SIK= W WR1Bf DRAWN BY: MP _ A•M.B. REVISION PERMIT # I 'U G DA'V'E S-1,74111 PROJECT ADDRESS W. /97-19 J%4-tP�T- CONTRACTOR Scsy* wf c rwi _ . -- PH®NE #yo p- o to g rte_ FAX # CONTACT PERSON DESCRIPTION OF REVISION � ,ti u�vo J -C .cd � ✓' e--% I-Ok& UTILITY DEPT FIRE PREVENTION PLANNING BUILDING _ PERMIT # &--,w DRAINAGE PLAN 1203 W. 14th Street Sanford, FI 32771 1' . JO' ORAPNIC SCALE / S90'00'00 -w (M) o 73' (M) — rou.o V I, IP uONu.E.TED CENTERLwE NO ID 3 v o w YDNDNENI 60- h c 0 o X.— �c6 C ^r/DNp Z z J- uONWENtCD 1/ 7, I.R. NOID _ SOD TN MCNt-Or-ITA, FOUND S90'00'00"W (PREM) auN� NO Io. 60.0' (P) 60 IS' (M) OUT `p Soo A6' CxTr GRADE � a 0o- O O ON a � 3 " LOT 2 0 LOT 3 (NOT INCLUDED) o r',) I o 1 01 Z scow Cr7C GRADE 60006' Cr7C GRADE S90'00'00 -w (M) 244.12' (M) KNOWN AS: W. 14TH STREET YANNOLErQNo PLATTED AS: BLAINE STREET ,?,°'"O" 1' IP• .0 ID eo■ TF rOVND / L1 No .0 t' A 9" EXTC GR DE �p co 76' Y CKn CV v /o 'u / r3i w c� Ic /so ;3. too 8 LO LTa r j/ / / In o > SLAB O 50j 5, DENrt O I `� 67 w /,A00"/ / : N o Im Sor Two GRAD[ 1!1 W 6 !� 0. W Q LOT 1 -C> v - Igo i SS3C1�a N O O z A N 6Dp 6i Cr7C GRADE No IT 590.00100"W (M� FOUNDiR. LOT 17 I LOT 18 0 60.361 (M) 1 I S90'00'00"w (M) 600, (P) LOT 19 FOUND 1' 1 P. -010. IN NONDNENT Do- 1 PROPERTY DESCRIPTION LOT 1, THE FLORIDA LAND AND COLONIZATION COS ADDITION TO SOUTH SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE(S) 73, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. N .:,r PERMIT # 50va n i c, Inc. 1203 W. 14th Street 5anrord, FI 8' C. .U. CHAIRBLOCK W1 (l) 5b BAR WHEN 5 -TIERS 4 GREATER— FINISH GRADE A 501.0 ELEV EXTG GRADE 500b4 ELEV. im N I6'x8' STEMWALL FTG. W1 (2) 5o RODS CONT. (3' MIN. COVER) 1-14 050 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO CONT. ROD IN FOOTER 4 LINTEL ROD ABOVE • 4' CONC. SLAB W1 FIBER MESH OVER 6 MIL VAPOR BARRIER SLAB 9 502.5 EL V. •\�/�\�/\\�/�\� / CLEAN, COMP,.:'',: TERMITE TREATED FILL ALL CELLS BELOW GRADE TO BE SOLID FILLED W1 CONC. ONE 5TORY 5TEMUJAL SCALE: N.T.S. RUMPUS AND ASSOCIATES. IVC. 'RCMR*CIURE-PlJ1N�lffifTfppR DESIGN -THRESHOLD INSPECTIONS •03 FRONT STREET CELEMTION, FLAMM 34747 407.664-0200 OTING 43 1.3 Approv B Daniel L. Bumpus AR 008045 S 2r 1/ Date AMB SURVEYING & MAPPING Surveying & Mapping Services 2908 Lakeview Dr., Suite 128 Casselberry, FL 32730 Tel. (407) 463-9019 January 17, 2012 RE: 1203 W. 10 Street Sanford, Florida 32771 To whom it may concern, This is to certify the difference in elevation between the centerline of the road and the finish floor elevation of the above referenced property. The elevation of the centerline of the road in an assumed data was 500.62 ft. The finish floor elevation of the construction in an assumed data was 502.67 ft. This reflects a difference of 2.05 ft. Any questions or concerns please, contact us. Thank you. >, PSM N I 1 • 30' GRAPHIC SCALE 0 IS 30 S90.00'00 -W (N) j200.73 (M) FOUND NO LIP. s N WO"WhDR 3 pv BOX n g p N Z FOUND 3p• v. NO U LOT 3 LOT 17 BOUNDARY SURVEY LINE TABLE LINE LENGTH BEARING Ll (P) 60.0 N90.00'00'E Ll (H) 60.28 N90.00'00'E S90-OWOO-W (M) 244.12• (M) "°""°'"' CE"'°°" KNOWN AS: W. 14TH STREET !1V 191 OEVEAWpNFOUND PLATTED AS: BLAINE STREET ii �. No In (40' RM (P) 0 Nowimon f� , BOLO / 9TU11011IdMoTED IA rb . `'r L1 U IN aolT�-ar ' • . S90'00'00"W (P&M) SAW. -/Iv F 60.0' (P) 60.18' (M) 'D .'• .. O i' • h 000 ,.. N 0.]r • n 0 w CO al * n.r aHr O O N o O LOT 2 0 - (NOT (NOT INCLUDED) ELEVATION 0 0 € a 03 loo ID�w C> ZO COMORa PAHO v W d Cid 0 W O < LOT 1 � L"noo -0 O S90'00'00"W (M) LOT 18 60.36' (M) I S90 -00.00"W (M) 60.0' (P) LOT 19 FOUND 1• I.P. N W NUMINT Box I PROPERTY DESCRIPTION: LOT 1, THE FLORIDA LAND AND COLONIZATION CO'S ADDITION TO SOUTH SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE(S) 73, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. L (P) - PUT E (m) - MEASURED G IP. - IRCH PIPE E I.R. . IRON ROD C.M. - CONCRETE MONUMENT N SET LR - 1/2 ' Ut ED 7439 D REc - RECOVERED P.QB. - PONT OF BEGINNING P.O.t - PONT OF COMMENCEMENT CL - CENTER UIE WD • NAL AND ONS( ROW - RIGHT OF WAY DUE - DRAINAGE AND U71 UTY EASDENT (0) - DEED/OESdtlPTION (C) . CALCULATED PRG - PONT OF REVERSE CURVATURE P.C.C. - PONT OF COMPOUND CURVATURE RAD. - RACIAL N.R. - LION RADIAL PC - PONT OF CURVATURE PT - PONT OF TANGENCY R - RADIUS L - ARC LENGTH & . CENTRAL ANGLE CH - CHORD DISTANCE CU3. - CHORD BEARING BRI . BLOCK COR - CORNER PRY. .PONAN DIT REFERENCE MONUMENT P.C.P. • PERMANENT CONTROL PONT CPP - CORRUGATED PLASTIC PIE ANGEL M BOSOUE-POLAHCO. LS 6581 11100 IA EWIF O41C 9.1E 110 CASSMADlrNt i1011DA 31770 (.BU) 40-11019 SURVEYOR'S NOTES 1. THE BEARINGS SMOMN HEREON ARE BASED ON THE YONJYDITED SOUTH RIGHT-OF-WAY OF M;SST 147H STREET AS HAVING A BEARING OF N110'OD•WL AN ASSUMED MERIDIAN AND IS INTENDED TO BE USED FOR ANGULAR DIETEAMONATION ONLY 2 NO UNDEROROIAO NPROMME/NTS HAVE BEEN LOCATED EXCEPT AS SHOWL a THE SURVEYOR HAS HOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT -W -WAY OR RESTR IC1O NS/SETBAOfS OF RECORD *004 WAY AFFECT THE 111E OR USE OF LAID. 4. BY GRAPHICAL ANALYSIS ONLY THE SUB•ECT PROPERTY APPEARS 70 LIE MUMU ZONE X AN AREA DETERMINED TO BE OUTSIDE 500 YEAR AMOPLAIN, BASED ON WY REVIEW OF, FLOOD INSURANCE RATE WM 12117C 0070 F. SEMINOLE COUINTY. FLORIDA. HAVING AN EFFECTIVE DATE OF 09/20/07. 5. NOT VALID MTHDIUT THE SIGNATURE AND ORIGINAL RASED SEK OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR t YAPPER B. ALL RECORDING DOUNA710N SHOWN HEREON REFERS TO THE PUBLIC RECOFDS OF SEMINOLE COUNTY; FLORIDA. 7. ELEVATIONS ARE BASED ON THE NORTH RN OF A SANITARY WAONOLE LOCATED AT THE APPROXIMATE INTERSECTION OF S. BELL AVENUE AND W. 14TH STREET AS HAVING AN ASSUMED ELEVATION OF'500.21•. B. THE SUIMY 00400 HERE IS NOT COVERED BY PROFESSIONAL LIABILITY NSIRANCE., f A CERTIFIED BY- Q SET 1/2' IRON ROD AND CAP STAMPED LS 6581 UNLESS OTHERWISE NOTED PROPERTY ADDRESS: 1203 W. 14TH STREET SANFORD, FLORIDA 32771 SURVEYORS CERIFICAIE HEREBY CERTIFY THAT THE SURVEY OF THE HEIEON DESCRIBED PROPERTY WAS PREPARED UNDER YY DIRECT 91PEERN901 AND MEETS THE MOO" TECHNICAL STANDARDS SET FC M BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND YAPPERS N CHAPTER U-17-0.050 1NCUG1 W-17-0.052. FLORIDA ADMINISTRATIVE CODE. PURSUANT TO CHAPTER 472027. FLORIDA STATUTES VI 2900 L KEVIEW PR. SUITE 128 CASSELBER 327 TEL: (407)463-9019 MDT M Sall H M19 AID K INK UM U ff A R= 0= 9RIE9 AID WFW SCAIE 1 INCH - 30 FT. BOUNDARY 03/14/11 JOB NO. FOUNDATION 07/23/11LD2089 FINAL 01/11/1 2 1/11/12 NECKED BY: DRAWN BY: ALM I A•M.B• CEIVE D SEP 121011 CITY OF SANFORD BUI ING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ JobAddress:_ /),D3 7 Historic District: Yes ❑ No ❑ Parcel ID• / Zoning: Description of Work: Plan Review Contact Person: Title: Phone: Fax: Name Street: City, State Zip: E-mail: Property Owner Information Phone: Resident of property? : nContractor Information / / Name �C/J A/� J �/C df'/Y��i Phone: Ito 7 Street: Fo:r7�'1 61e— Fax: YJ7- 2,77-29'6Z City, State Zip: 3-1 rl j State License No.: C41co Sdp /IL/ ArchitectlEngineer Information Name: CDH /_ D/ 0 ??/1/ Street: S y0 P S ki k /?/ City, St, Zip: 00/- 17,-/. 3 )-P/ C Bonding Company: Address: Building Permit O Square Footage: No. of Dwelling Units: Electrical O Phone: �1 S7 Fax: �J'�'" 3 yv /6 y1 E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: New Service —,,No. of AMPS: E Mechanical (Duct layout required for new systems) Plumbing D New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: I Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 11"ROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 /4 7 f - Signature of Contractor/Agent Date Print C nfor/Agent's N A I kn-lv- 7-12-11f Signature of Notary -State of Florida Date Contractor/Agent is?� pers ono o e or Produced ID -Woe of Ia•• UTILITIES: W. FIRE: From: Francois Dionisi Fax: (838) 3441845 To: ♦14072777882 Fax: +14072773862 page i of 1 8/18011 2rt8 Sep 07 11 10:513a Richard G 407 277 3962 p.l No. , I , 5' 0�.'r 9-x � ,�� . PDAPASAL ami i 17 ftICKAWS A/C Swim Air Conditlardng & Heating 5242 Fwmby Drive Odwisia, FL 32812 (om) 277 -ss St. Celt sCAs'-0058104 prooani arbnabdra Oda Fancois L Dionissi RyarL 314-9711 9R/2011 ran idatteaxr.ratoatw 5401 S. Kirkman Rd. 1203 -14v'. St. Sanford db, ME WOE; cone Orlando FI 32919 phxw Joaaion. 407-926-4157 888-340-1645 321-229-6977 VYpheo�raex+t �.andaeiraaramr. Install complete system, to include. 14. Seer System Heat Pump. 13PJL30A01, and RHLLHM3617JA, with 5 KW Heat This is a 2.5 ton Rheem H> P. 14 SEER Includes Total of 10 air supply and return Gf?t/ 0 F 0 R Lf�i a Digital Thermoslat Non grog. / One Water Safety PVC drain 110 7— Of, P Permit fee. 10 yr parts per iltheem mfg. One yr. labor (no exhaust lams.) Electrical to be done by others V0. we Propose b furnish matarialand tabor— complete In accordar ce Wdh above is P fication. bot the suan of. Four thousand tm hundred twmty dollars S4220.00 boa aa6a-n: $1950.00 at job start $1950.00 equip set balance at final $322.00 Atnu1rWbgiriw*Wr-Aeas VedUd AOwM*mbsaorsprsoadisaraAuwiMan.rmr gYOp�ld accormnp b ss.iQartr paoi—. ^V &Ws cn m dwWAM been ab" spdbwiora - " I �Oea+a a" OmVwill rty to alGdl� owmwgrm Ot-1 and VIN b— asmeaaw"osv a" abwo ar am]rarn =Pw m ft – do, t swon ar�nds s debt► �d w ow" Moen This proposal may he MOasraiwr yr n 35 days. 0vnisrloony8tgwnaeasdr4harnomarywouron e Acceptance of Proposal _ The above p4cm specWcafiotus and crrndrwe are satisfal" and are hweiv sooeptea You ate auAhoraed so 4D the work as speo6ed paymeat vm be made our or A es oulGned above. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs . Date: ?/1I to u I hereby name and appointlakk -k .CtjPAS10?0o U0 S an agent of: E0 qurp A. L,.%„ r A to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): ? --/ All permits and applications submitted by this contractor. (saes A&hw) Expiration Date for This Limited Power of Attorney: T *t- 3 l t� 2a t t . License Holder Name: 1�% �v. \J State License Number: C rk G k $' l 6 51 q Signature of License Holder: STATE OF FLORIDA COUNTY OF �K The foregoing instrument was acknowledged before me this 3 'day of 2001___, by "L gelAuj AGv E !3v who is ,Mne, who has produced identification and who did (4idqu* take an oath. (7p. � � �. _ A9 ahue D BIDWELL Commission DD 810319 a Expires October 8, 2012 BaddTlwTm,Ftii6ounube0003ES7019 (Rev. 327/07) KandoD.Bldd Print or type name Notary Public - State of LOLL 'DA Commission No. My Commission Expires: fl DECEIVED JUN 0 8 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:ls��D L Documented Construction Value: $ hIZD Job Address: Historic District: Yes ❑ No ❑ Parcel ID: Zoning: c Description of Work: v 4, Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name /QLAO Phone: ' 9Z3 — Z ' Street: 0 /� r» f /nn( SoSaD/.,�� i g lNG//�.J,�Q f �Sov o y►P7� City, State Zip: O v- a f' 32,A3 Z State License No.: r" �-ZZ 06 ZZ Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: Building Permit Sr Square Footage: No. of Dwelling Units: Electrical O New Service — No. of AMPS: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing or' New Construction - No. of Fixtures: % Mechanical O (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads: 0 1 11-119 40 191> t/ O Zo° 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, beaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID UTILITIES: WASTE WATER: BUILDING: REQ ED CITY OF SANFORD MAY 2 4 200 BU LDING & FIRE PREVENTION BY: _ PERMIT APPLICATION Application No: Documented Construction Value: $ 0 • 00 Job Address: O Z b �'j"� S'"i� r's.ri— Historic District: Yes ❑ No ❑ Parcel ID• Zoning: Description of Work: ``^^^%' �`-� re S ,' Ok4-n Ce Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name �� ri ��1-- i �.,� f:* -i \ XAzr Phone: '*�7 - i+'J3 —5- Street: S Street: Resident of property? City, State Zip: Q n Contractor Information Name / T���-�'°`9� '`^� Phone Street: co a rx 111 Fax: _ City, State Zip: FL— State License No. • C F --C Architect/Engineer Information !" :T S'd? Ya 7 3 Z3 009 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit O Square Foy*age: No. of Dwelling Units: Electrical O New Service — No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Mechanical 13 (Duct layout required for new systems) Y - 7881 •r• r4 L, Plumbing New Construction - No. of Fixtures: ' Z Fire Sprinkler/Alarm O No. of hea$s: - '>1'` `) 6 Application -is hereby made to obtain a permit to do the work and installations as indicated. I c ' fy that no work or irAallation 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 dil work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEA LENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BE ORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT TH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCE NT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions appl cable to this property that may be found in the public records of this county, and there may be additional p is required from other governmental entities such as water management districts, state agencies, or federal age cies. Acceptance of permit is verification that I will notify the owner of the property of the requirements f Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee: A copy of the executed contract is reqidred in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit &es when the permit is released. Signature of ownedAgent Date Mint Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: signature f contractor Agent Date Print Contractor/Agent's Name Si pry' '�$jgaty-State OSFWf 1Y. HALL D Notary Public • Slate of Florida '� • ? My Commisslon Expires Feb 1, 2012 o. ro c Commission 0 DD 720365 '�n,• Bonded ThroupA NatbiW NotaryAt<sn. Contractor/Agent is Personally Kno to Me or Produced ID Type of ID WASTE WATER: ADVANTAGE PLUMBING, INC. PO Box 1117 Sanford, Fl. 32772-1117 407-323-7515 Fax: 407-323-8954 PROPOSAL Page No. Of Pages PROPOSAL SUBMITTED TO:. PHONE: DATE 2-15-11 NAME: Corinthian Builders JOB NAME: 1026 12 St. PO Box 950850 Sanford Lake Mary, FL 32795-0850 We hereby submit specifications and estimates for. 2 Water Closets, elongated, white. 2 Lavatories, round, china, white. 1 Kitchen Sink, Dayton, stainless steel, double bowl. 1 Tub, enamel, steel. 1 Hot Water Heater, Energy Miser, electric, 40 gallon. 1 Shower. 1 Laundry box. 1 Ice maker line. 2 Hose Bibbs. 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. CPVC water piping. Moen Chateau single lever valves. We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Three thousand four hundred ninety dollars 3,490.00 with payment to be made as follows: 30% upon completion of rough in; 30% upon completion of tub set: 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned. _., Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature Date Signature CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . 1/19/12 35.19.30.503-0000-0010 1203 W 14TH ST SANFORD FL 32771 FLORIDA LAND & COLONIZATION CO LOT 1 FLA LAND + COLONIZATION COS ADD TO SOUTH SANFORD PB 1 PG 73 MULTIPLE FAMILY Owner . . . . . . . . . Carter, Joyce Contractor . . . . . . SOVANIC INC DBA MANOR HOME 407 210-6543 Application number 11-00001506 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . SINGLE FAMILY Flood Zone . . . . . . NONE Approved . . . . . . . 0q:Q F �.A'IL� ,.,/ Bui d q Official VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2007 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. MAY 17 2011 1� D �": CI F SANFORD -_ i�TEDING 8�-FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 10 0 • o OU Job Address: /ZD.3 W. /4 rylragrsr Historic District: Yes ❑ NOX Parcel ID: ,3S_ /1-3e_ So3 - Qg1Q,Q Qa !,o Zoning: Am -? Description of Work: j:g2WZX4 2:` A1* aF .4 nr&zx IC.4./Z.'GN LCor7X Plan Review Contact Person: FRA"co x _Di 0AfPSi Title: %�?B�-,' Si✓'r Phone: !W _ 21Q 6543 Fax: 22f - .?yQ. /6 yS E-mail: FjkRT.D.4 a Q e'rH�4iL •kohl r - Property Owner Information Name Z2 VCSCjA 7N92 Phone: y0 7- 2 7 2 Z10 I Street: /2Q,3 1-f 1!51 rW f7-/tA2r?' Resident of property? : VgEf City, State Zip: �f t4eL nD ! z ZZ '77/ �'��TT Contractor Information Name &U-44&1'4-- .Z' Phone: 210 /' S:k 3 Street: aQjX. L am&MjjU, !A .3/0 Fax: 340 16 4'9 - City, State Zip: OR41QAZ . CG 32 /A State License No.: 1= /fQ �O Architect/Engineer Information Name: 67LLwL" RtLmhaS Street: jC4a s*fipNr .[T*ar7- City, St, zip: Bonding Company: Address: Phone: 4,07_ .SW4 0240 Fax: E-mail: M At OQ ,i/t-Ou-C &A UWiMgrV'tS• Lp M Mortgage Lender: Address: PERMIT INFORMATION Building Permit A Square Footage: Kozi Construction Type: &ok No. of Stories: % No. of Dwelling Units: Flood Zone: Electrical 9 New Service - No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing 9 New Construction - No. of Fixtures: /0 Fire Sprinkler/Alarm 13 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the ggn. is released. �z/& ofOwner/ gent Date Sign re Tactor/Agent Date 's Name 5/12/1 I Date •`ft fib: CARRIE ANN LONGSWORTH :.. .- MY COMMISSION r DD 92797 EXPIRES: February 7, 2014 ll, Bonded Thru Notary Public Underwriters RALA/Ce4 DipNis[ Print Contractor/Agent's riame c� Signature of No nd Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID J/ Type of I D FL- 6 L- CWNO-42- V 5%- Produced I D Type of I D F�- D L SZb-- 25Z • 53 - .exe. 3/9/2ot%2> 158Q- O 121" 0. / � ZoIZ APPROVALS: ZONING: UTILITIES: S " " ' et 14112 WASTE WATER: IF ENGINEERING: COMMENTS: Rev 11.08 FIRE: BUILDING: N I GRAPHIC SCALE 0 is 36 S90100'00'W (M) 200.73' (M) rano = N IIa4AAN1 Aml p 8 Ed PERMIT # ,. ll—lfo� OFFICE BOUNDARY SURVEY LINE TABLE LINE 1 LENGTHBEARING Ll (P) 60.0 N90'00'00'E L1 (N) 1 60.28 N90.00'00'E SBO'00'00'W (M) 2".12' (M) 10AAIDI7m mWILIC KNOWN AS: W. 14TH STREET PLATTED AS: BLAINE STREET (40' R/W) (P) g N Ao _ 1/f' IA lorm�Wur "ra" '?+oA S90'00'00'W (P&m) aENI"" m 60.0' (P) 60.18' (M) art P LOT 3 LOT 17 a^ LOT 2 0 3 (NOT INCLUDED) 0 M 86 ram L1 X' - Op 0 cli N 0 Z I E (N) O v.E v LPL- (%J cLT u _ co"ORM UO ANXT 1 7430 D LAI O ►6O. Oj � Q P.M._ PONT Cr commOoKown LOT 1 - CD110 UNC HM v ROW _ MOT or Ar ami? c `" (7) O (c) - CMDIILATIM P.ILG o o P.GG z aL RAD. RADIAL ".It N PC VAT . PONT CF aRULE PT S90'00'00'W (M)� LOT 18 60.36' (M) L - MIC LDJM IaAI _ fENIRAL MISE S90 -00.00-W (M) 60.0' - CHM OISTMIS Ca. - 04M GEPAW DU( LOT 19 OW - OSOER im RY OEYA101 1' V. _eonTr / q1 o Ron PROPERTY DESCRIPTION: LOT 1, THE FLORIDA LAND AND COLONIZATION COS ADDITION TO SOUTH SANFORD. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PACE(S) 73, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA L pP) PLAT E (N) O v.E - WEA9A® m PvE LPL- -Prod ROD cLT u _ co"ORM UO ANXT 1 7430 D otmovm ►6O. . PONTOr OEOWN110 P.M._ PONT Cr commOoKown GL. - CD110 UNC HM . NAL me= ROW _ MOT or ow - CRANAa AND UTILITY EASD04T (7) _ 0®/OESo>slm (c) - CMDIILATIM P.ILG _ POM Or REVOU SNVATIM P.GG _ PONT O7 C01P0110 O RVATLOE RAD. RADIAL ".It _ ROTI RAV AL PC VAT . PONT CF aRULE PT PONT Or TANOOCY R - RADRIS L - MIC LDJM A _ fENIRAL MISE ON - CHM OISTMIS Ca. - 04M GEPAW DU( _ •ODI OW - OSOER PJ W. . PEAIMDIT RE lD IMI% m P.C.P. . PONANDIT CONTROL MIT OPP OOPAIWATm PLASTIC PPE ANGEL M B060DE- CO. LS 0001 a0P LA1 1EW OIP1f. mum aluminum. Rao. srls on Wo wo SURVEYOR'S NOTES 1. M WAFD= SHOWN NIXON ARE DAM ON THE INNAEIrtm SOUTH I= -IIIA; O7 IEdT LATH sTTEEr As HAYNo A eEATam a HOD0000 E, AN ASSUMM WOMM AIID n NTFIIDED m USED no ANGULAR OEIO611HATION 04Y : NO UNDUMOUND IIPROYELEI1178 HAVE GON UDCATm DIWT AS 91001. A INE SUIPWYON HAS Nm ADSMAC7m TN[ wo SHOUT HOWAN FOR EASENDITA IOWT-Or-WAY OR RmTNCTNNB/SE rl or MOM 1WAfM HAY AFFICT THE TITLE OR IIS K LMo. 4. BY d1APH" ANALYSIS ONLY, W SLOW PROP— APPEARS m LE IWTIW ZW[ 1. AN AREA OE7ODOED m 1EOUTSRIE Soo WEAR PLOODIRAK SASEo ON w WaV W. FLOOD OIVOMMM RATE WAP 121170 0070 F. WMO E 00AITY. TTONDA HAWED ml UTVMW DATE OF 09~07- & HOT VALID WITHOUT TIE SIOIATWE AND OOSNAL RAISED SEAL Or A FLOPDA UDD® MOFIERCHAL SURW -M a NAPPER C ALL R[CgDNO P601NATION SImAN HtMW PE M TO THE PH®IC TEOMIZ OF e+04O• OSNTY, n.0WA. 7. DEVA7100 ARE IIASM ON 104E MGM PAJ Or A SANTARY NANIISE LOCATm AT -INE ATPROOWATE NTmgclm Or S AOL MOM AND r 14TH S711[LT AS IWWW AN AM" OF 80621. Q SET 1/2' IRON ROD AND CAP STAMPED LS 6591 UNLESS OTHERVISE NOTED PROPERTY ADDRESS: 1203 W. 14TH STREET SANFORD, FLORIDA 32771 CERTIFY TO AND FOR THE BENEFIT OF, SURVEYORS CERTOTC&TE I HDImY GOITAY MAT THE 9RKY Or M Wom DLSO® PROPGTY WAS PWAR D UPW WY 0=1 SVOIWSIdI AND NEER TIE MINIM TEDOW& STANDARD! SET TOM By W nWDA mm O PROTESSNNAL SUILI100 me NMP0.t N ~m W -17 -nam Twain S WSNm =DeOOOE SCALE tmTMEDBr. OS 09 11 1 D1CH - 30 FT. GO. I " St)jIE- ouwco. LS 05et BOUNDARY 03/14/11 JOB NO. 29 L KEVIE DR. SUITE 128 PLOT PLAN 05/09/11 LD2089 CASSELBERR . 3 0 TEL: (407)463-9019 CHECKED BY: TDIMDORH:u"IIDu N® YAOARDBI(UM891MAOWW DRAWN BY: MP A.M.B. THIS INSTRUMENT PREPARED BY:, l Name: FR,,9-Al !S io 1Wd 'l Address: D ..� ` Ji7S- .2o SE WN COUNTY State Of Florift 32919, flARIDAS NATURAL CHOICE 11111111114111 all 1114111114111111111 Nil li{ II11M III 11111 MARYANNE NORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY 8K 07550 Pg 0188; Qpg) CLERK'S 4 2033034856 RECORDED 04/04/8011 09:50:51 AN RIECORDING FEES 10.00 RECORDED BY T Van Nuys NOTICE OF COMMENCEMENT Permit Number 11— (S0(o Parcel ID Number (PID) 35-12-30-5-o' — JUp O — 00/ O The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) (2o3 W. IyTH s-nm5F7- S*4A/F02_9 FG -s2,77r GENERAL DESCRIPTION OF IMPROVEMENT nI iT/li1l/��iDwr D� S�~�✓GL� - F/- rz, L Vl OWNER INFORMATION CONTRACTOR Name and address: SW,4a C . -rive 2KM.4n/ RoAZ).. s'U%7-9 310 OR 44 A.1_0,0 17L 3 �I J Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date Is 1 year from date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. r OF FLORIDA COUNTY OF SEMINOLE 0 0 AhM e A-, 0, A 6a E IGNATURE OWN PRINTED NAME (NO er Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead." The foregoing Instrument wattacknowledged 'before me this day ofi , 20 \ by -J " Z 7 . Who Is personally known to me Name of perMn making a emenf-"' � ����, , OR who has producgTldentificatio _ type of Identification produced PURSUANT TO SECTION 92.525, FLORIDA STATUTES. PENALTIES OF PERJURY, I DECLARE THAT 1 HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT UE TO TjiE BEST Of MY KNOWLEDGE AND BELIEF. SIGNATURE OF NATURAL 6tnIII-It1; COPT MARYANNE• MORSE CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FLORIDA enrol ITV /`I F C,p1AERY 863083 }r E1201XPIRESe -19 ad Thru Notary PuW Urde�� ,, 6tnIII-It1; COPT MARYANNE• MORSE CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FLORIDA enrol ITV /`I F PERMIT # OFFICE FORM 110DA-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Projed Name: 14th Street Builder Name: Street: 1203 W 14th Street Permit Offioe: City, State, Zip. Sanford. Fl, Permit Number. /,r Owner. Jurisdiction. 6 9/j-0 a Design Location: FL, Orlando 1. New construction or existing New (From Plans) 9. Wall Types (1250.0 sqR.) Insulatlon Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=8.0 1136.00 fl' b. Frame - Wood. Adjacent RaI9.0 144.00 no 3. Number of unite, if multiple family 1 c. WA R= no 4. Number of Bedrooms 3 d. WA R■ ft' 5. Is this a worst case? No 10. Ceiling Types (1156.0 so.) Insulation Area 8. Conditioned floor area (M) 1158 a. Under Attic (Vented) R=30.0 1158.00 no 7. Windows(188.1 W.) Description Area c. WA R■ no a. U -Factor: Sgl, Us0.23 151.08 fl' SHGC: SHGC-0.23 11, Ducts b. U -Fodor. Sgl, U=0.50 15.00 Ir a• Sup: Attic Ret: Attic AH. Garage Sup. R= 6, 231.8 fP SHGC: SHGC■0.50 12. Cooling systems C. U -Factor WA fl' a. Central Unit Cap: 30.0 kBbAr SHGC: SEER- 14 d. U -Factor. NIA no 13. Heating systems SHGC: a. Electric Heat Pump Cap: 30.0 kBtulhr e. U -Factor: WA n' HSPF:8 SHGC: 8. Floor T 1158.0 Types ( sqR.) Insulation Area 14. Hot water systems a. Eleaft Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1158.00 no EF: 0.92 b. WA R= M b. Conservation features c. WA R' no None 15. Credits Pstat Glass/Floor Area: 0.143 Total As -Built Modified Loads: 25.13 PASS Total Baseline Loads: 30.74 1 hereby certify that the plans and specifications covered by this In Florida Review of the plans and�E't by this Sr•!� calculation are compliance with the Energy Code. specifications covered indicates compliance y calculation with the Florida Energy Code. PREPARED BY: a.., _. t�C Before construction is completed inspected for DATE: this building will be compliance with Section 553.908 e I hereby certify that this buil ing, as de '® ed, ' 6 rice Florida Statutes. COD with the Florida Energy Code, WE'�`� OWNER/AGENT:.. BUILDING OFFICIAL: DATE: - _ . �I _.�I DATE: -_.. 5/10120116:36 AM EnergyGauge® USA - FIOR062008 Page 1 of 5 611d 909101+£8881+<<9L91•-99L-IZ£ SJOP24UO3 Jetgwag 80:L001-90itoz 5/10/20116:36 AM EnergyGauge® USA • FlaRes2008 Page 2 of 5 61Z Sb91,0vC8881+<<9LSb-S9LiZ£ SJOPOAUo»etswag 80*L001,-S0-110Z PROJECT Title: 14th Street Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1158 Lot # Owner. Total Stones: 1 Bl*ck/SubDlvlslon: # of Iln'ibr 1 Worst Coe.: No rlato wk. Builder Name: Rotate Angle: 0 Street: 1203 W 14th Street Permit Office: Cross Ventilation: County: Seminole Jurisdiction: Whole House Fen: Cly. State, Zip: Sanford, Family Type: Single-family Fl. New/F-risting: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Deily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL.ORLANDO_INTL AR 2 41 91 75 70 526 44 Medium FLOORS N Floor Type Perimeter R. -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 143 ft 0 115842 0 0 1 ROOF / Roof Gable Roof Solar Dock v # Type Materiels Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 12541t' 0 ft' Medium 0.96 No 0 22.6 deg ATTIC / V # Type Ventilation Vent Ratio (t in) Area RBS IRCC 1 Full attic Vented 300 1158 fe N N CEILING At Ceiling Type R -Value Area _Framing Frac Truss Type _ 1 Under Attic (Vented) 30 1158 ft' 0.11 Wood WALLS / Cavity Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 8 224 R' 0 0.75 2 E Exterior Concrete Block • Int Insul 8 368 W 0 0.75 3 S Exterior Concrete Bloch - Int Insul 8 320 R' 0 0.75 4 W Exterior Concrete Block - Int Insul 8 224 IF 0 0.75 5 N Garage Frame • Wood 19 N ft3 0 0.01 6 W Garage Frame • Wood 19 48 W 0 0.01 5/10/20116:36 AM EnergyGauge® USA • FlaRes2008 Page 2 of 5 61Z Sb91,0vC8881+<<9LSb-S9LiZ£ SJOPOAUo»etswag 80*L001,-S0-110Z 5/10120116:36 AM EnergyGauge® USA • RaRes2008 Page 3 of 5 61£d St+9f01'£8881+<<9LGv-G9L-IZ£ sjopejluo»elSwag 80*Loot-50-1,10Z DOORS 0 Omt Door Type Storms_ _ U -Value Area 1 N Wood None 0.460000 48 M 2 N Wood None 0.460000 17.77777 WINDOWS Orientation shown Is the entered asBuift orientation. Overhang V 0 Omt Frame Penes NFRCU-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Clear) Yes 0.5 0.5 N 15 IF 1 ft 0 in 1 ft 0 In HERS 2006 None 2 N Metal Single (Clear) Yes 0.23 0.23 N 40 M 7 ft 8 in t R 0 in HERS 2006 None 3 N Metal Single (Clear) Yes 0.23 0.23 N 9 M 1 ft 0 in 1110 in HERS 2006 None 4 E Metal Single (Clear) Yee 0.23 0.23 N 9 M 1 It 0 in 1 ft 0 in HERS 2006 None 5 S Metal Single (Clear) Yes 0.23 0.23 N 20.25 M 1 ft 0 in 2 ft 0 in HERS 2008 None 6 S Metal Single (Clear) Yes 0.23 0.23 N $3.33333 1 ft 0 in 2 ft 0 in HERS 2006 None 7 S Metal Single (Clear) Yee 0.23 0.23 N 15 R' 1 It 0 in 2 ft 0 in HERS 2006 None 8 W Metal Single (Clear) Yes 0.23 0.23 N 4.5 fN 1 ft 0 in 1110 in HERS 2006 None INFILTRATION & VENTING -- Forced Ventilation -- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watt - Default 0.00038 1093 7.08 600 112.9 0 Ctrs 0 dm 0 0 GARAGE of Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 285.2 ft' 285.2 fP 64 It 811 1 COOLING SYSTEM 0 System Type _ Subtype _ Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14 30 k8tulhr 900 c(m 0.75 sysol HEATING SYSTEM V III System Type - Subtype _ Efficiency Capatdty Duds 1 Electric Heat Pump None HSPF: 8 30 kBtulhr syssl HOT WATER SYSTEM 0 System Type —Electric --- EF Cap _ ...__80 Use SetPnt Conservation ion L- 0.92 40 gal gel 120 deg Noris 5/10120116:36 AM EnergyGauge® USA • RaRes2008 Page 3 of 5 61£d St+9f01'£8881+<<9LGv-G9L-IZ£ sjopejluo»elSwag 80*Loot-50-1,10Z 5/10/20116:36 AM EnergyGeuge® USA - FleRes2W8 Page 4 of 5 616d S1,9106E8881,+<<9L9b-S9L4zC SjopeA1103 JelSWa9 60:00tSOi10Z 30LAR HOT WATER SYSTEM FSEC Collector Storage Cen Y Company Fame System Modal 0 Collector Modcl 0 Arca Volume FCF None None f!' DUCTS --- Supply — — Return — Air Percent 0 Location R•Value Area Location Asea Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 5 231.8 ft Attic 57.9 W Default Leakage Garage (Default) (Default) % TEMPERATURES Programeble Thermostat Y Ceiling Fans: Heat Mi Jen IXI FeD pp((]] [X) Mer A0� ApRIr May [)(j Jun OX Juf Jun Jul [Xj Aug Aug [Xj 5ep �Xj CXj LWxJ Oct LPXU] Nov Nov Q(j OeC Dec Venting an Dtl Feb lel D0 Mar May f X)) [Cx�9! lL�x)1 Sep [f1A�)1 Thermostat Schedule: HERS 2008 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WO) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 6o 78 78 78 76 78 79 78 78 78 78 Cooling (WEH) 78 78 78 78 78 78 78 78 78 78 PPM 78 78 Heeling (WD) AM 66 68 Be tt8 Be 68 68 68 68 88 66 68 PM 68 88 68 Be 68 68 66 88 e8 68 56 66 Heating (WEH) AM 66 88 Be 88 66 68 88 68 Be 68 58 68 PM Be 88 Be 68 68 68 88 Be 68 68 Be 66 5/10/20116:36 AM EnergyGeuge® USA - FleRes2W8 Page 4 of 5 616d S1,9106E8881,+<<9L9b-S9L4zC SjopeA1103 JelSWa9 60:00tSOi10Z ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX; = 82 The lower the EnergyPerformance Index, the more efficient the home. 1203 W 14th Street, Sanford, FI, 1. New construction or existing New (From Plans) 9. Well Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior 11=8.0 1136.00 W b. Frame - Wood. Adjacent R=19.0 144.00 fe 3. Number of units, if multiple family 1 C NIA R= ft 4. Number of Bedrooms 3 d. NIA R. ft' S. Is this a worst rase? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftp 1158 a. Under Attic (Vented) R=30.0 1158.00 ft' 7. Windows" Description Area c. NIA R= R' a. U -Factor: Sol, U=0.23 151.06 Itst SHGC: SHGC=0.23 1 Ducts b. U•Fador: Sol, U=0.50 15.00 ft' a. Sup: Attic Ret: Attic AH: Garage Sup. R■ 6, 231.6 ft' SHGC: $HGCz0.50 12. Cooling systems c. U-Fector. WA ft' a. Central Unit Cap, 30.0 kStu/hr SHGC: SEER: 14 d. U -Factor. WA R 13. Heating systems SHGC: SHGC:U-Fact e. Electric Heat Pump Cap: 30.0 kBtu/hr e. WA ft, HSPF: 8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1158.00 R' EF: 0.92 b. WA R= 1N b. Conservation features c. N/A R= it' None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: 'Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com 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 (850) 487-1824. "Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRea2008 619d 6691,0b£8881+<<9LSI+-99L4Z£ sroPUlu03 e3Swa9 6010 01, 041,02 Residential System Sizing Calculation Summary Project Title: Cone only 1203 W 14th Street 14th Street Professional Version Sanford, FI Climate: Central !�iiwnl i Location for weather data: Orlando - Defaults: Latitude(28) Altitude(100 ft.) Temp Range(M) Load Humidi data: Interior RH 50% Outdoor wet bulb 76F Humidity difference r. 2558 Btuh Winter design temperature 42 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter ternDerature difference 28 F Summer temperature difference 18 F Total heatina load calculation 17484 Btuh Total coollno load calculation 17207 IBM Submitted heating capacity % of talc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Heat Pump) 171.5 30000 Sensible (SHR = 0.75) 160.2 22500 Heat Punlp 4. Auxiilary(0 OkW) 171 5 30000 Latent 237.2 7500 1 17494 1 otal(Electric Heat Pump, 174.3 30000 Winter Neatinn I nart rfnr i 1 SA anftl WINTER CALCULATIONS ouaw+7x) Load component Load Window total 166 sqft 2558 Btuh Wall total 1280 sqft 3878 Stuh Door total 66 sgft 995 Btuh Ceiling total 1158 sqft 1033 Btuh Floor total 143 sqft 4725 Stuh Infiltration 69 cirri 2133 Stuh Duct loss 2174 Btuh Subtotal 17494 Btuh Ventilation 0 cine 0 stub TOTAL HEAT LOSS 1 17494 Btuh vW.WW4v S%6) ine n 2%) 0-"K0%) cw"M noov(27%) SUMMER CALCULATIONS Load comDonent Load Window total 166 sgft 2859 Stuh Wall total 1280 sqft 1983 Btuh Door total 66 sqft 1030 Btuh Ceiling total 1158 sqft 1955 Btuh Floor total 0 Btuh Infiltration 35 cfm 701 Stuh Internal gain 2120 Stuh Dud gain 3397 Btuh Sens. Ventilation 0 dm 0 Stuh Total sonslble gain 14045 Stuh Latent gain(duds) 655 Stuh Latent gain(infiltration) 1107 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intematfoccupantslother) 1400 Btuh Total latent gain 3162 Btuh LWM norAKOS) ti 00~02%) consoVIS) MMM24o) r,e.n,u) Pun I i rgur o[un I EnergyGeuge®System Sizing Version 8 PREPARED BY: For Florida residences only DATE: I* EnergyGaugeO FLRCPB v4.5.2 619d 90910U£8881+«U90-99L-1Z£ s.1ope.rlu03 Je4swag 60:100t-9041OZ System Sizing Calculations - Winter Residential Load - Whole House Component Details Project I me: Code Only 1203 W 14th Street 14th Street Professional Version Sanford, FI Climate: Central Reference City: Orlando (Defaults) Winter Temperature Difference: 28.0 F 5/10/2011 Subtotal Sensible 17494 Btuh Ventilation Sensible 0 8tuh Total Btuh Loss 17494 Btuh 1. Electric Heat Pump 30000 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) (Frame types - metal. wood or Insulated metal) (U -Window U -Factor or'DEP for default) (HTM - Manual/ Most Transfer Multiplier) Key: Floor size (perimeter(p) for slabon-grede or area for all other Boor types ) EnergyGauge® FLRCPS v4.5.2 Verslon 8 For Florida residences only Page 1 61Ld 5U9t0b£8881+<<RG"9L4Z£ SJOPUlu03 Jelswag 01,1001-50-tt" System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Tlde: Code Only 1203 W 14th Street 14th Street Professional Version Sanford, FI Climate: Central Reference City: Orlando (Defaults) Summer Temperature Difference: 18.0 F 5/10/2011 EnergyGaugo FLRCPS v4.5.2 Page t 618d 909101f£8881+<<9LO-M-tZ£ sJopeJWO»etswag O1100110 -00Z Manual J summer Calculations Residential Load - Component Details (continued) Project i Itle: Code Only 1203 W 14th Street 14th Street Professional Version Sanford, FI Climate: Central Whole House Totals for Cooling 5/10/2011 Sensible Envelope Load All Zones 10648 Stuh Sensible Duct Load 3397 Btuh Total Sensible Zone Loads 14046 Stuh Sensible ventilation 0 Btuh Blower 0 Stuh Total sensible gain 14045 Stuh Latent infiltration gain (for 46 gr. humidity difference) 1107 Btuh Latent ventilation gain 0 Btuh Latent duct gain 655 Btuh Latent occupant gain (4 people @ 200 Btuh per person) 800 Btuh Latent other gain 600 Stuh Latent total gain 3162 Btuh TOTAL GAIN 17207 Btuh 1. Central Unit 1t 30000 Biuh 'Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coeflldent of glass as SHOC numerical value or as clear or tint) (U - Window U -Factor or'DEF for default) (InSh - Interlor shading device: none(N), Bllnds(B), Draperles(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (SS - Insect screen: none(N), Full(F) or Half(H)) (0ml - compass orientation) 616 d EnergyGauga FLRCPS v4.6.2 I* Version 8 For Florida residences only Page 2 50910b£8881+<<9LG"9L4i'£ srope.xlu03 Jelswag ovL00t-SO.110d it C8, Pr -rum i if //- l,ra6 TRUSS PLANT: 7067 SAMPEY RD. - GROVELAND. FL 34736 - 352-429-3760. FAX: 352-429-8219 May 04, 11 BUILDERS S U PPLY INC. OFFICE Sovanic, Inc. dba Manor 4700 Millenia Blvd. Suite 175 Orlando, FL 32839 (407) 210-6543 This Package Contains L3 Engineering Drawings Subject: Truss Engineering Specifications JOB #: 11319 JOB NAME: MODEL: 1158 Lot / Block / Section: Address: 1203 W. 14th St. Sanford FL County: Seminole Occupancy Group: Residential Occupancy Category: 11 Exposure Category: B Wind Speed: 120 Enclosure Classification: Enclosed Roof Loading: 20.0,7.0,0.0,10.0 Floor Loading: 00.00.0.0.0.0 Index of Attached: 1. Truss placement diagram with Truss to Truss Connector Schedule 2. Reaction Summary ( Index of Attached Drawings & loads on structure) 3. Engineering Summary Sheet for each Truss 4. Standard Details (if Applicable) This cover sheet will serve as certification for all the attached items under Rule 61G15-31.003 of the Florida Department Department of Professional Regulation using Design Criteria from FBC 2007 Edition. I certify that all CBS Builders Supply Inc.'s truss specifications are designed for Wind Pressures using Wind Load Calculations from ASCE 7-05 which has been adopted by FBC 2007 Edition. The items are stapled as a unit which inhibits tampering. If this Truss Placement Diagram is mirrored in the field for alternate Garage right or left, these truss specifications will remain unchanged. Mitek Version 7.110 is the computer program used for engineering these trusses. Should you have any questions concerning this engineering, please do not hesitate to contact us at 352-429-3760. Truss Design Engineer Manuel Martinez, PE Florida License #47182 Engineer of Record. Name: N/A License #.- NSA Address: N/A Reviewed per rule 61G15-30.006(3) a d b o-o-zi I 0-0-9 T 0-e-9 T 0-11-11 ol N b b w O b CBS Builders Supply, Inc. 7067 Sampey Road 11319 Groveland, Florida I (352) 429-3760 Fax: (352) 429-8219 Project: Block No: Model: 1158 Lot No: Contact- Site: Salesperson: I Office: Name: 11319 P.O. Number: Phone: (321) 388.5680 (407) 210-6543 Profile: Qty: Truss ]d: To: Sovanic, Inc. dba Manor Homes 4700 Millenia Blvd. Suite 175 Orlando, FL 32839 Deliver To: 1203 W. 14th St. Sanford, Span: Truss Type: TOP Pit. R REACTIONS Job Number: 11319 Page: I Date: 05/04/1) 15.12:23 PE: Manuel Martinez # 47182 Account No: MANO Designer: RG Salesperson: RICHARD GUNNELL Quote Number: 11319 P.O. Number: Height eacL]Uila. Bol. Pit. S.00 3 B1 45 Itis. each 12-00-00 COMMON 03.04-07 Joint 2 Joint 4 509.3 lbs. 509.3 lbs. 289.6 lbs. •289.6 lbs. 5.00 3 B1A 07.00-00 COMMON 03-04.07 Joint 4 Joint 7 30 lbs. each 336.3 lbs. 247.0 lbs. •218.5 lbs. -141.2 lbs 5.00 I B5 47 Itis. each 12-00-00 HIP 02-11-07 Joint 2 Joint 5 766.6 115s. 766.6 lbs. •448.3 lbs-448.3111as. 5.00 10 Cil 01-00-00 JACK 01.03-07 Joint 2 Joint 3 Joint 4 5 lbs. each 167.1 Itis 56.9 lbs. 18.4 lbs. -190.2 lbs. •32.6 lbs. 5.3 lbs. 5.00 10 CJ3 03-00-00 JACK 02-01-07 Joint 2 Joint 3 Joint 4 11 lbs. each 215.2 lbs. 41.5 lbs. 52.1 lbs. 183.3 lbs •37.1 lbs. 15.1 lbs. 5.00 6 CJS 0$.00.00 JACK 02..00 Joint 2 Joint 3 Joint 4 17 lbs. each 276.6 lbs. 108.0 lbs. 921 lbs. -191.2 lbs. -110.1 lbs. 26.7 lbs. (1) 2 -Ply 5.00 2 GR 12-00-00 COMMON 03.04-07 Joint I Joint 4 67 lbs. each 2 X 4 2 X 8 4046.1 lbs. 1937.6 lbs. 1663.8 lbs. •942.6 lbs. 5.00 I HI1 I GO lbs. each 34-00-00 HIP 05.05-07 Joint 2 Joint 8 1335 6 lbs. 1241.1 lbs. -507.9 lbs. -412.2 lbs. 5.00 I H7 202 lbs. each 34-00-00 2 X 4 2 X 6 HIP 03-09-07 Joint 2 Joint 8 2692.7 lbs. 2692.7 lbs. .1344.7 lbs. -1344.7 lbs. 5.00 1 H7A 200 lbs. each 34-00-00 2 X 4 2 X 6 HIP 03-09-07 Joint 2 Joint 8 2675.0 lbs. 2995.9 lbs. -1366.9 lbs. •1468.5Itis 5.00 I H9 160 lbs. each 34-00-00 HIP 04-07-07 Joint 2 Joint 8 1323.3 lbs. 1323.3 lbs. -534.0 lbs. -534.0 lbs. 5.00 1 H9A 157 lbs. each 34-00-00 HIP 04-07-07 Joint 2 Joint 8 1335.6 lbs. 1241.1 lbs. •538.4 lbs. -444.8 lbs. 3.54 2 11,1707-00-02 JACK 02-11-02 Joint 2 Joint 3 Joint 4 24 lbs. each 278.9 lbs. 194.0 lbs. 145.3 lbs. -208.7 lbs. .182.3 lbs. 45.9 lbs. 3.54 3 H39 09-10-01 JACK 03-09-01 Joint 2 Joint Joint 5 40 lbs. each 422.3 lbs.- 228.. 3 Itis. 340.6 lbs. •253.6 lbs. •224.3 lbs. -88.8 lbs. 5.00 I HSII 34-00-00 SPECIAL 05-05-07 Joint 2 Joint 8 Joint 10 157 lbs. each 2.50 806.6 lbs. 131.8 lbs. 2160.8 lbs. -376.5 lbs. •528.9 lbs. -729.0 Itis. CBS Builders Supply, Inc. To: REACTIONS 7067 Sampey Road Groveland, Florida Sovanic, Inc. dba Manor Homes Job Number: 11319 (352) 429-3760 Fax: (352) 429-8219 4700 Millenia Blvd. Suite 175 Page: 2 Date: 05/04/11 15:12:25 Project: Block No: Model: 1158 Lot No: Orlando, FL 32839 PE: Manuel Martinez # 47182 Contact: Site: Office: Dell Ver TO: 1203 W. 14th St. Account No- MANO Designer: RG Name: Phone: (321) 388-5680 (407) 210-6543 Salesperson: RICHARD GLIMJELL Fax: Sanford, Quote Number: 11319 P.O. Number: Tentative Delivery Date: Profile: Qty: Truss ld: Span: Truss Type: TOP Pit- Height Reactions: Bot. Pit. 5.00 1 HS13 34-00-00 SPECIAL 06-03.07 Joint 2 Joint 9 154 IDs. each 2.50 959.9 lbs. 1750.0 Ibs. 395.0 Ibs. -938.4 Ibs. 5.00 1 HS13A 34-00-00 SPECIAL 06-03.07 Joint 2 Joint 7 157 lbs. each 2.50 1323.3 Ibs. 1323.3 lbs. .504.3 Itis. -504.3 lbs. 5.00 1 HS15 34-00-00 SPECIAL 07.01-07 Joint 2 loin I l 163 Ibs. each 250 942.0 lbs. 1750.0 lbs. 394.9 lbs. -938.4 lbs. 5.00 1 HS15A 34-00-00 SPECIAL 07.01-07 Joint 2 Joint 9 163 lbs. each 2.50 1333.3 lbs. 1238.8 Ibs. •507.2 lbs. •392.0 lbs. 5.00 2 J$ 0$.00.00 JACK 02..00 Joint 2 Joint 3 Joint 4 17 Ibs. each 276.6 Ibs. 108.0 Ibs. 92.1 lbs. -191.2 lbs. -110.1 Ibs. 26.7 Itis. 5.00 22 j7 07-00-00 JACK 03..00 Joint 2 Joint 3 Joint 4 Joint 8 241bs each 1061.9 lbs. 167.0 lbs. 132.1 lbs. 966.1 lbs. -218.9 lbs. .155.6 Ibs. 38.3 lbs. -321.4 Ibs. 5.00 2 S1 34-00.00 SPECIAL 07.11-07 Joint 2 Joint 9 167 lbs. each 2.50 1323.3 lbs. 1323 3 lbs -504.2 Ibs. -504.3 lbs. 5.00 2 SIA 34-00-00 SPECIAL 07.11-07 Joint 2 Joint 11 164 lbs. each 2.50 917.8 lbs. 1750.0 lbs. -394.91bs. -938.4 lbs. Job Truss Truss Type Oty Ply Sovanic, Inc. dba Manor Homes/ 1158 11319 Bl 1 COMMON 3 1 1 1 + Job Reference (optional) CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MIrek Industries, Inc. Wed May 04 15:08:19 2011 Page I D:HSPdjoegh4ewciPmBgL?iLzJsPM-fpg3CGKmwUnhwS1?SFI8USZ2sejD2gz5URhxhJzJs 1:11 6.0.0 12-0-0 13 4-0 1-4-0 6-0-0 6-0-0 1-4 0 Scale: 1/2'=1' 4x5 = 3 5.00 12 T1 1 Ti 2 4 B1 5 6 3x4 = 1.5x4 II 30 = 6-0-0 12-0-0 6-" 6-" Plate Offsets (X,Y)- 2:0-1-8 0-1-B 3:0-2-8 0-2-4 4:0.1-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) -0.02 2.6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Verl(TL) -0.06 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 4 We n/a BCDL 10.0 Code FBC2007/TP12007 (Matrix) Wind(LL) 0.02 2.6 >999 180 Weight: 45 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfms. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 2=509/0-8-0 (min. 0-1-8), 4=509/0-8-0 (min. 0-1-8) Max Horz 2=-67(LC 7) Max Uplilt2=-290(LC 6), 4. 290(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27,2-3=-642/353,3-4=-642/353,4-5=0/27 BOT CHORD 2-6=-179/534,4-6=-179/534 WEBS 3-6/258 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psl; h=1 51t; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL=1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 Ib uplift at joint 2 and 290 Ib uplift at joint 4. LOAD CASE(S) Standard Job ITruss Truss Type Qty Ply Sovanic, Inc. dba Manor Homes / 1158 11319 81A COMMON 3 1 Job Reference (optional) CBS Builders Supply. Inc., 7067 Sampey Road Groveland. FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 15:08:20 2011 Page ID-lizOwSeSSNmnEs_ylOsE EYzJsPL-80ORPcLOhovYXccSOyGO0g6A624HnHVEi5RUDmzJs 1-0-07-" 8-4-0 1-0.0 6-" Scale = 1 17.5 4x4 II 3 3x4 11 1 2 T1 5.00 LL2 W1 W2 T2 9 4 B, to 5 8 3x4 II 6 7 1.5x4 II 3x4 = Or2�0 3-3.14 7-0-0 0 2-0 3.1-14 3-8.2 Plate Onsets X Y : 13:0-2-12,0-2-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.03 4-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.07 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2007 (Matrix) Wind(LL) 0.04 4-6 >999 180 Weight: 30 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.21) except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 4=336/0-8-0 (min. 0-1-8),7=247/Mechanical Max Horz 4=-164(LC 7) Max Uplilt4=-219(LC 7), 7=•141(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 3-9=-118/43, 4.9=-179/25, 4-5=0/27, 1-2=0/6, 2.3=-130/86, 2-7=•139/0 BOT CHORD 7-8=0/0,6-7=-92/108,4-6=-92/108 WEBS 3-6=-69/258 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8psf; h=151t; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C•C Exterior(2) zone;C•C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 Ib uplift at joint 4 and 141 Ib uplift at joint 7. LOAD CASE(S) Standard Job �' Truss Truss Type Oty Ply Sovanic, Inc. dba Manor Homes / 1158 11319 B5 HIP 1 1 Job Reference (optional CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 Mi rek Industries, Inc. Wed May 04 15:08:20 2011 Page I D:IfzOw8eSSNmnEs_ylOsEEYzJsPL-80ORPcLOhovYXccBOyGOOg6Du22fnHgEjSRUDmzJs 1-4.0 5-" 7-0-0 12-0-0 13-4-0 1.4-0 5.0-0 2-0-0 5-0-0 1-4.0 Scale = 1:24.5 40 = 40 = 3 9 4 5.00 12 T2 T1 1 1 T1 2 5 v� B1 6 to G 8 7 30 = 1.5x4 II 1.50 II 30 = 5-0-0 , 7-0-0 12-0-0 , 5-0-0 2-0.0 5-" Plate Offsets X Y : 12:0-1-4.0-1-81,15:0-1-4,0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.03 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.07 2.8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2007frPI2007 (Matrix) Wind(LL) 0.04 8 >999 180 Weight: 47 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purifns. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-4-1 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 2=767/0-8-0 (min. 0.1-8), 5=767/0-8-0 (min. 0-1-8) Max Horz 2=-60(LC 6) Max Upli112=-448(LC 5), 5=-448(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2.3=-1271/593, 3.9=-1129/579, 4-9=-1129/579, 4-5=-1271/592, 5-6=0/27 BOT CHORD 2-8=-477/1109,7-8=-481/1129,5-7=-474/1109 WEBS 3-8=-111/337.4-7=-111/337 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psl; BCDL=5.8pst; h=15ft; Cat. II; Exp B: enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL --1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 2 and 448 lb uplift at joint 5. 6) Girder carries hip end with 5.0-0 end setback. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 216 Ib down and 130 Ib up at 7-", and 216 Ib down and 130 Ib up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace 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 (pit) Vert: 1.3=-54, 3.4=-85(F=-31), 4-6=-54,2-8=-20,7-8=-32(F=-12), 5-7=-20 Concentrated Loads (Ib) Ven: 8=-216(F) 7=-216(F) 11319 ICJ1 IJACK 110 spay H080 Groveland, FL. 34738, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. ID:DrWOBUf4DhuesOZ9J5NUnmzJsPK-cCygdyMOR51 P91, -1-4-0 1-" 1-4-0 1-0-0 2x4 = Scale = 1 LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2007/TPI2007 CSI TC 0.10 BC 0.01 WB 0.00 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.00 Horz(TL) 0.00 Wind(LL) 0.00 (loc) Well Ud 2 >999 240 2 >999 180 3 n/a n/a 2 "" 180 PLATES GRIP MT20 244/190 Weight: 5 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No -2D TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS (Ib/size) 2=167/0-8-0 (min. 0-1-8), 4=9/Mechanical, 3=-33/Mechanical Max Horz 2=65(LC 6) Max Uplilt2=-190(LC 6), 3=-33(LC 1) Max Grav2=167(LC 1), 4=18(LC 2), 3=57(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/26,2-3=-36/28 BOT CHORD 2.4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8pst; h=15ft; Cat. II; Exp B; enclosed; MWFRS (l)w-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL --1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 Ib uplift at joint 2 and 33 Ib uplift at joint 3. LOAD CASE(S) Standard 11319 1CJ3 IJACK 110 1 1 1Job Reference (optional) CBS Builders Supply, Inc.. 7067 Sampey Road Groveland, FL. 34736. Manuel Martinez PE x147182 7.250 s Jan 28 2011 Mi rek Industries, Inc. Wed May 04 ID:DrWO8Uf4DhuesOZ9J5NUnmrJsPK-cCygdyMOR51 P91AOZgndZiel 1-4-0 3-0-0 ` 1-4-0 3-0-0 20 = Scale = 1.9. LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12007 CSI TC 0.14 BC 0.05 WB 0.00 (Matrix) DEFL in Verl(LL) -0.00 Vert(TL) -0.01 Horz(TL) -0.00 Wind(LL) 0.00 floc) Udell Ud 2-4 >999 240 2-4 >999 180 3 n/a n/a 2 "•' 180 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling daWly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 3=42/Mechanical, 2=215/0-8-0 (min. 0-1-8),4=26/Mechanical Max Horz 2=109(LC 6) Max Uplift3=-37(LC 7), 2— 183(LC 6) Max Grav3=42(LC 1), 2=215(LC 1), 4=52(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27.2-3=-43112 BOT CHORD 2.4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=1511; Cal. II; Exp B; enclosed; MWFRS pow -rise) gable end zone and C -C Extedor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 Ib uplift at joint 3 and 183 Ib uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Sovanic, Inc. dba Manor Homes / 1158 11319 CJ5 JACK 6 1 ` Job Reference o Lionel CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 15:08:22 2011 Page I D: DrWO8Uf4 DhuesOZ9J5NUnmzJsPK-40WCglN1CP9Gnvia7NIs55BZLsmxFC_XAPwblezJs 1.4-0 5-0-0 1.4-0 5-0-0 Scale = 1:13.3 3 5.00 F172 T1 -{ 2 'I B1 999 1 4 i 2x4 = LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.02 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.06 2.4 >996 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n1a We BCDL 10.0 Code FBC2007/TP12007 (Matrix) Wind(LL) 0.00 2 — 180 Weight: 18 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21D TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CI jORD Rigid ceiling dreclly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS pb(size) 3=108/Mechanical, 2=277/0-8-0 (min. 0-1-8), 4=46/Mechanical Max Horz 2=155(LC 6) Max Upli113=-110(LC 6), 2=-191(LC 6) Max Grav3=108(LC 1), 2=277(LC 1), 4=92(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2--0/27,2-3=-91/34 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8psf; h=1511; Cal. ll; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL --1.00 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 3 and 191 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oy Ply Sovanic, Inc. dba Manor Homes / 1158 11319 GR COMMON 1 2 Job Reference (optional) CBS Builders Supply, Inc.. 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 15.08:22 2011 Page ID: DrWO8U14DhuesOZ9J5NUnmzJsPK-4OWCglNfC P9Gnvia7Nls55BZrsdIF38xAPwblezJs 5-0-06.0-0 12-0-0 13-4-0 5-0-0 1-0-0 6-" 0 1-4-0 Scale = 1:21.9 4x5 = 1.5x4 I I 3 5.00[12 2 Ti17 W 3 1 T2 14 Bt 5ic 8 9 78x8= 6 4x8 = 3x6 II 4x8 = 5-0.06-0-0 12-0-0 5-0.0 1-0-0 6-" Plate Offsets X Y : 13:0-2-8.0-1-81,17:0-3-8.0-5-12 LOADING (psi) SPACING 2-" CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 025 Vert(LL) -0.05 1-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.11 1-7 >999 180 BCLL 00 Rep Stress Incr NO WB 0.63 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2007lTP12007 (Matrix) Wind(LL) 0.06 1-7 >999 180 Weight: 134 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins. BOT CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=4046/0-8-0 (min. 0-2-6),4=1938/0-8-0 (min. 0.1-8) Max Horz 1=-92(LC 6) Max Uplift 1 =- 1 664(LC 5), 4. 943(LC 6) FORCES (lb) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=-5869/2574.2-3=-5775/2612,3-4=-428211885,4-5=0/34 BOT CHORD 1-8=-2329/5376, 8-9=-2329/5376, 7-9=-2329/5376, 6-7=-1663/3893, 4.6=-1663/3894 WEBS 2.7=-81/180, 3.7=-1718/3929, 3-6=-2151 NOTES 1) 2 -ply truss to be connected together with 10d (0.131'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 8 - 2 rows at 0-2-0 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) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8ps1; h=151t; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL --1.00 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 1664 Ib uplift at joint 1 and 943 Ib uplill at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1221 Ib down and 424 Ib up at 0.11.4, and 1221 Ib down and 456 Ib up at 2-11-4, and 2613 Ib down and 1266 Ib up at 4-11.4 on bottom chord. The designtselection 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 (pit) Vert: 1-3=-54,3-5_--54,1-4=-20 Concentrated Loads (lb) Van: 7=•2613(8)8=-1221(8)9=-1221(8) Job Truss Truss Type Oy Ply Sovanic, Inc. dba Manor Homes / 1158 11319 H7 HIP 1 1 Job Reference (optional) CBS Builders Supply, Inc, 7067 Sampey Road Groveland, FL 34736, Manuel Marlinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Wed May 04 15:08:24 2011 Page ID:il4mLggL?OVUA8LtpujKzzJsPJ-0neyF_OvkOP_ODvyFoLKAWGmPiLZjwAgeiPiMXzJs rt•4 Q 7- 0 11.5.11 17.0-0 22-6.6 27.0-0 34-0-0 35-4.0 1.4-0 7-0-0 4-5-10 5-6 6 5 6-6 4-5-10 O 1-4-0 Scale = 1:61.3 5x12 MT20H= � 5.00 12 3x4 = 2x4 II 3x4 = 5x12 MT20H= 16 3 17 418 19 20 521 22 6 23 24 7 25 2 6 :!�9 9 d111 ]v c 0 4x12 % 15 26 14 27 28 29 13 30 12 31 11 32 33 10 402 2x4 II 3x6 = 3x8 = 600 MT20H= 3x6 — 20 II 7-0-0 11-5 11 17-0-0 22-6-6 27-0-0 34-0-0 + 7-0-0 4-5-10 5 6 6 5.6-6 4-5-10 7.0-0 Plate Offsets (X.Y): 2:0-4.5 0-2-0 3:0-6-0 0-1-5 7:0-6-0 0-1- 8:0-4.5 0-2-0 11:0-2-4 0-1-8 14:0-2.4 0-1-8 LOADING (psi) SPACING 2-" CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) -0.43 13 >939 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.98 13 >406 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.21 8 n/a n/a BCDL 10.0 Code FBC2007fTP12007 (Matrix) Wind(LL) 0.61 13 >656 180 Weight: 203 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Structural wood sheathing directly applied or 2.1.4 oc pudins. T2:2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. BOT CHORD 2 X 6 SYP SS MiTek recommends that Stabilizers and required cross WEBS 2 X 4 SYP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS (Ib/size) 2=2693/0-8.0 (min. 0-3-3), 8=2693/0.8.0 (min. 0-3-3) Max Horz 2=-68(LC 6) Max Upli112=-1345(LC 5), 8=-1345(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-16=-6112/2906, 3-16=-5985/2917, 3-17=-751213730, 17-18=-7514/3731, 4.18=•7515/3731, 4-19=-8367/4151, 19.20=-8367/4151, 5-20=-8367/4151, 5-21=-8367/4151, 21-22=-8367/4151, 6-22=-8367/4151, 6-23=-7515/3742, 23-24=-7514/3741, 7-24=-7512/3741, 7-25=-5985/2943, 8-25=-6112/2932, 8-9=0/31 BOT CHORD 2-15=-2610/5561.15-26=-2611/5536, 26-27=-2611/5536,14-27=-2611/5536,14-28=-361 V7513, 28-29=-361117513, 13-29=-3611/7513,13-30=-3622!7513,12-30=-3622(7513,12-31— 3622(7513,11-31=-3622!1513, 11-32=-2630/5536, 32-33=-2630/5536,10-33---263015536, 8-10=-2630/5561 WEBS 3.15=0/615, 3-14=-1 I8512457, 4-14=-1068!744, 4.13=-475/996, 5-13=-644/584, 6-13---461/979,6-1 1=-1061f738, 7-11=-1173/2444,7-10=0/615 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8ps1; h=151t; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL --1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1345 Ib uplift at joint 2 and 1345 Ib uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 287 Ib down and 348 Ib up at 7.0.0, 113 Ib down and 140 Ib up at 9-0-12,113 Ib down and 140 Ib up at 11-0-12,113 Ib down and 140 Ib up at 13-0-12,1131b down and 140 Ib up at 15-0-12,113 Ib down and 140 Ib up at 17-0-0,113 Ib down and 140 Ib up at 18-11-4,113 Ib down and 140 Ib up at 20-11-4,113 Ib down and 140 Ib up at 22-11.4, and 1131b down and 140 Ib up at 24-11-4, and 327 Ib down and 348 Ib up at 27-" on top chord, and 367 Ib down and 74 Ib up at 7-0-0, 92 Ib down at 9-0-12, 92 Ib down at 11-0-12, 92 Ib down at 13-0-12,92 Ib down at 15-0-12, 92 Ib down at 17-", 92 Ib down at 18-11-4,92 Ib down at 20-11-4,92 Ib down at 22-11-4, and 92 Ib down at 24-11-4, and 367 Ib down and 74 Ib up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 Job I Truss Truss Type Ory Ply Sovanic, Inc. dba Manor Homes / 1158 11319 H7A HIP 1 1 Job Reference (optional) CBS Builders Supply, Inc.. 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Wed May 04 15:08:26 2011 Page IDJI4mLggi?OVUASLtpujKzzJSPJ-yOljggO9GefhGx3LMDNoGxM6ET?4Bpx750uoRPzJs r1.4.q 7-0.0 11-5-11 17-0-0 22-6 6 , 27.0-0 , 34-0-0 1'4-0 7-0-0 4-5-10 5-6.6 5 68 4-5-10 7-0-0 ' Scale = 1:61.0 5x12 MT20H= 5.00 12 3x4 = 20 II 3x4 = 6x10 MT20H= 15 3 4 5 6 7 16 2 8 ?11 to 0 0 4x12 14 13 12 11 10 9 4x12 2x4 II 3x6 = 3x8 = 6x10 MT20H= 3x6 = 3x6 II r 7-0-0 11-5.11 17-0-0 22-68 27-0-0 34-0-0 7-0-0 4-5-10 5-68 5-68 4-5-10 7-" Plate 011sets X Y : 12:0-4-5,0-2-01, [3:0-6-8.0-1-81, :0-5-0 0-1.11 8:0-3-1 0.2-8 9:0-4-0 0-1.8 10:0.2-8 0-1-8 13:0-2-0 0-1-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Verl(LL) -0.45 12 >898 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -1.0210-12 >394 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.22 8 n1a n/a BCDL 10.0 Code FBC20071TP12007 (Matrix) Wind(LL) 0.66 12 >613 180 Weight: 201 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Structural wood sheathing directly applied or 2-1-12 oc purlins. T2:2 X 6 SYP SS, T3:2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 4-28 oc bracing. BOT CHORD 2 X 6 SYP SS MiTek recommends that Stabilizers and required cross WEBS 2 X 4 SYP No.3 bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (lb/size) 6=2996/Mechanical, 2=2675/0-8-0 (min. 0.3-3) Max Horz 2=87(LC 5) Max Uplill8=-1468(LC 4), 2=-1 367(LC 3) FORCES (lb) • Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-15=8071/3072, 3.15=•5944/3083, 3-4=•7595/4016, 4.5=-8585/4535, 5-6=8585/4535, 6-7=-7855/4149, 7-16=8589/3409, 8.16=•6716/3398 BOT CHORD 2-14=-2779/5524, 13-14=-2770/5492, 12.13— 3912!7593, 11-12=-4039/7853, 10.11=-4039/7853, 9-10=-3071/6101, 8.9=•3090/6152 WEBS 3.14=•188/627, 3-13=-1358/260414-13=-11561834,4-12=-585/1151, 5-12=-648/610,6-12=-442/864, 6-10=-1019f764,7-10=-1161/2211, 7-9=-379/1003 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8psf; h=15ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1468 Ib uplift at joint 8 and 1367 Ib uplift at joint 2. 8) Girder carries tie-in span(s): 7-" from 27.0-0 to 34-0-0 9) Girder carnes hip end with 7-0.0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 475 Ib down and 287 Ib up at 27.0-0, and 475 Ib down and 287 Ib up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the lace 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 Unilorm Loads (pll) Vert: 1.3=-54, 3-7=-113(B=-59), 7.8=-54, 2-14=-20, 9.14=-42(B=•22), 8-9=-100(B= 80) Concentrated Loads (lb) Vert: 14=•475(8) 9=-475(B) Job Truss Truss Type Ory Ply Sovanic, Inc. dba Manor Homes / 1158 11319 H9 HIP 1 1 Job Reference (optional) CBS Builders Supply, Inc., 7067 Sampay Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 15:08:27 2011 Page ID:AEe8ZAhK119MSKiXOW PysBzJsPI.OMJSt0On1 xnYlgeXwwu 1 oSuMKIMzwMeGKgdMzszJ rt -4•q 510-4 9-0-0 17.0-0 25-0-0 , 28-1-12 34-0-0 35-4.0 1-4-0 5 10 4 3-1.12 8-0-0 8-0-0 3 1-12 5.10 4 1-4-0 Scale = 1:61.3 4x8 = 1.5x4 II 4x8 = 5.00 12 4 5 6 1.5x4 �� 1.5x4 i 3 7 2 8 9 all Iv 0 0 3x5 % 13 12 11 10 3x5 30 = 3x6 = 30 = 3x8 = I 9-0-0 17-0-0 25-0-0 34-0-0 9-0-0 8-0-0 8-0-0 9-0-0 Plate Olfsets (X,Y): 12:0-3-0.0-1-81,14:0-5-4,0-2-41,16:0-5-4,0-2-41,18:0-3-0.0-1 -8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.19 12 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.4410-12 >907 180 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0 12 8 n/a n/a BCDL 10.0 Code FBC2007/TP12007 (Matrix) Wind(LL) 0.26 12 >999 180 Weight: 160 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS (lb/size) 2=1323/0.8-0 (min. 0-1-8),8=132310-8-0 (min. 0-1-8) Max Horz 2=-65(LC 7) Max Uplitt2=-534(LC 4), 8=-534(LC 5) FORCES (Ib) • Maximum Compression/Maximum Tension TOP CHORD 1.2=0/27, 2-3=-2539/1301, 3-4=•2347/1214, 4-5=-2788/1504, 5-6=-2788/1504, 6-7=-2347/1214, 7-8=-2539/1301, 8.9=0/27 BOT CHORD 2.13=-1044/2264, 12-13=-890/2159, 11-12=-890/2159, 10-11=-890/2159, 8-10=-1044/2264 WEBS 3.13=-146/189, 4-13=-10/386,4-12=-369/801, 5.12=-457/404, 6-12=-369/801,6-10=-10/386,7-10=-146/189 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8pst; h=1511; Cat. ll; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 534 Ib uplift at joint 2 and 534 Ib uplift at joint 8. LOAD CASE(S) Standard Job ITruss Truss Type Ory Ply Sovanic, Inc. dba Manor Homes/ 1158 11319 H9A HIP 1 1 Job Reference (optional) CBS Builders Supply, Inc.. 7067 Sampey Road Groveland, FL. 34736. Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 15.08:29 2011 Page ID:AEe8ZAhK119M5KiXOWPysBzJSPI•NkRrihS2ZZ1G7 ow1LwVIZ_iigloOFiZn 6T1kzJs r1.4.0 5 10.4 9-0-0 17-0.0 25-0-0 ,_ _ 28-1-12 34.0-0 , 1.4.0 5.10-4 3-1-12 8-0-0 8-0-0 3-1.12 5-10-4 Scale = 1:61.2 4x8 = 1.5x4 II 4x8 = 5.00 12 4 5 6 1.5x4 1.5x4 :r- 3 3 7 2 8 1 IG ly 0 c 3x6 = 12 11 10 9 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = 9-0-0 17-0-0 25.0-0 , 34-0-0 9-0-0 8-0-0 8-" Plate Offsets (X,Y): 2:0-2.12 0-1-8 4:0-5-4 0-2-06:0-5-4 0-2-08:0.2.12 0-1.8 LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Verl(LL) -0.19 11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.67 Verl(TL) -0.47 8-9 >862 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.13 8 n1a n/a BCDL 10.0 Code FBC2007fT1P12007 (Matrix) Wind(LL) 0.28 11 >999 180 Weight: 158 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 8=1241/Mechanical, 2=1336/0-8-0 (min. 0-1-8) Max Horz 2=80(LC 6) Max Uplifts= 445(LC 5), 2=-538(LC 4) FORCES (lb) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=0/27, 2-3=-2569/1323, 3.4=-2378/1237, 4-5=-2841/1544, 5-6=-2841/1544, 6-7. 2438/1284, 7-8=-2664/1410 BOT CHORD 2-12=-1115/2291, 11-12=-962/2187, 10-11=-1003/2241, 9-10=-1003/2241, 8.9=-1212/2412 WEBS 3.12=-145/188, 4-12=-10/386, 4.11=-390/828, 5.11=•458/405, 6-11= 354/780, 6-9=-59/421, 7.9=-227/258 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2ps1; BCDL=5.Bpsf; h=1511; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C-C Exlerior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL--1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrenl with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 445 Ib uplift at joint 8 and 538 lb uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oy Ply Sovanic, Inc. dba Manor Homes / 1158 11319 H11 HIP 1 1 Job Reference (optional) CBS Builders Supply. Inc.. 7067 Sampey Road Groveland, FL. 34738, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 15:08:30 2011 Page ID:i14mLggi?OVUABLtpulKWsPJ-rx?DW1TgKs97k8M6b3SkOnWvT4OY7oGiOesOaAzJs r11Q 11-0 17-0-0 230-0 2-7-7 34.0-0 5-7-7 6-0-0 6-0-0 5.4.9 I I I Scale = 1:61.2 4x8 1.5x4 II 4x8 = 5.00 12 4 5 6 1.5x4 1.5x4 I 13 7 3 214 2 8 1 d1to o 12 10 9 3x6 = 11 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = I i 8-7-11 17-0-0 25-4-5 34-0-0 , I 8-7-11 8-4-5 8-4-5 8.7.11 Plate Offsets X Y: 2:0-2-12 0-1-8 4:0-4-0 0-1-12 6:0-4-0 0-1.12 8:0-2-12 0-1-8 LOADING(psl) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.16 11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.41 11-12 >988 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.12 8 We n/a BCDL 10.0 Code FBC2007/TPI2007 (Matrix) Wind(LL) 0.23 11 >999 180 Weight. 161 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 5-8.5 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 8=1 24 1 /Mechanical. 2=1336/0-8-0 (min. 0.1-8) Max Horz 2=82(LC 6) Max Uplilt8=-412(LC 5), 2— 508(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/27, 2-3=-2612/1383, 3-13— 2369/1214, 4-13=-2312/1231, 4-5=-2303/1296, 5-6=-2303/1296, 6.14_ 2378/1285 ,7-14=-2436/1268, 7-8=-2719/1477 BOT CHORD 2-12=-1182/2337, 11-12=-891/1976, 10-11=-916/2009, 9-10=-916/2009, 8.9=-1287/2470 WEBS 3-12=-252/308, 4.12=-71/428, 4.11=-171/541, 5-11=-332/282, 6-11. 155/509, 6-9=-122/467, 7-9=-333/376 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8psf; h=1 51t; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 Ib uplift at joint 8 and 508 Ib uplift at joint 2. LOAD CASE(S) Standard Job ` Truss Truss Type Oty Ply Sovanic, Inc. dba Manor Homes/ 1158 11319 HJ7 JACK 2 1 Job Reference (optional) CBS Builders Supply, Inc.. 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 15:08 30 2011 Page ID:AEeBZAhKI19M5KiXOWPysSzJsPI-rx?DW1TgKs97k8M6b3SkOnWu94RJ7gzi0esOaAzJs F -1.10-10 7-0.2 1.10.10 7-0.2 Scale = 1:16.9 3 6 3.54 12 Ti 5 2 B1 � 1 2x4 = 4 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.09 2-4 >840 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Verl(TL) -0.22 2-4 >353 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007fTP12007 (Matrix) Wind(LL) 0.00 2 "•' 180 Weight: 24 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=194/Mechanical, 2=279/0.11.5 (min. 0-1-8),4=79/Mechanical Max Horz 2=140(LC 3) Max Uplifl3=-182(LC 3), 2=-209(LC 5) Max Grav3=194(LC 1), 2=279(LC 1), 4=145(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-5=0/23,2-5=0/23,2-6=-7010,3-6=-59/40 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8ps1; h=1511; Cat. ll; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 182 Ib uplift at joint 3 and 209 Ib uplift at joint 2. 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 (pll) Verl: 1-5=-54 Trapezoidal Loads (pit) Vert: 5=0(F=27, B=27) -t0 -3=-95(F=-20, B=-20), 2=-2(F=9, B=9) -to -4=-35(F=-8, B=-8) JOD Truss 1 russ Type Qty Pry Sovanic, Inc. dba Manor Homes / 11 11319 1 HJ9 JACK 3 1 Inc., 7067 i1-10 10 5.2.9 9.10-1 1.10.10 5-2.9 4-7-8 Scale = 1:21. 3x4 = 1.5x4 II "`" — 5 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 4=228/Mechanical, 2=422/0-11-5 (min. 0-1.8), 5=341/Mechanical Max Horz 2=238(LC 3) Max UpliH4= 224(LC 3), 2=-254(LC 3), 5=-89(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/23.2-8--0/23,2-3=-810/216,3-9=-84/0,4-9=-73t48 BOT CHORD 2-7=-386f755,6-7=-386/755, 5-6=0/0 WEBS 3-7=0/296, 3-6=-816/418 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8ps1; h=1511; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 Ib uplift at joint 4, 254 Ib uplift at joint 2 and 89 Ib uplift at joint 5. 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 (pit) Vert: 1-8=-54 Trapezoidal Loads (pit) Vert: 8=0(F=27, B=27) -to -4=-133(F=-39. B= -39),2=-2(F=9, B=9) -to -5=-49(F=-15, B=-15) 5-2-9 4-7-8 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.14 6-7 >815 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 5 n1a n/a BCDL 100 Code FBC2007/TP12007 (Matrix) Wind(LL) 0.06 6-7 >999 180 Weight: 41 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 4=228/Mechanical, 2=422/0-11-5 (min. 0-1.8), 5=341/Mechanical Max Horz 2=238(LC 3) Max UpliH4= 224(LC 3), 2=-254(LC 3), 5=-89(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=0/23.2-8--0/23,2-3=-810/216,3-9=-84/0,4-9=-73t48 BOT CHORD 2-7=-386f755,6-7=-386/755, 5-6=0/0 WEBS 3-7=0/296, 3-6=-816/418 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8ps1; h=1511; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone; Lumber DOL=1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 Ib uplift at joint 4, 254 Ib uplift at joint 2 and 89 Ib uplift at joint 5. 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 (pit) Vert: 1-8=-54 Trapezoidal Loads (pit) Vert: 8=0(F=27, B=27) -to -4=-133(F=-39. B= -39),2=-2(F=9, B=9) -to -5=-49(F=-15, B=-15) Job Truss Truss Type Oty Ply Sovanic, Inc. dba Manor Homes / 1158 11319 HSI 1 SPECIAL 1 1 Job Reference (optional) CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 1508:32 2011 Page ID:eOCWmWhzWcHDjUHLDxBPOzJsPH•nJ8_wjUwsUPr SWVjUUCVCbAxuSgbXH?TyL7e3zJs r1.4-(� 5-11-4 , 11-0-0 17.6-15 23 0-0 25 8-0 , 94-0-0 35 4-Q 1.4-0 5-11-4 5-0-12 6-6.15 5-5-1 2-8-0 8.4-0 1-4-0 t Scale = 1:62.6 4x8 = 3x4 = 5x5 = 5'00 12 4 5 6 1.5x4 11 3 x 4 7 3 15 12 v ' 13 r. 2 5x5 = 11 8 N 4x4 �1 14 3x5 = 9 7 ]d 0 1.5x4 11 0 3x4 = 10 3x4 = 2.50 F12 5x5 = I 5-11-4 11-0-012-0 , 17-6-15 25.8-0 34-0-0 , 5.11-4 5-0-12 2-2-0 4-4.15 81-1 8.4-0 Plate Offsets X Y : 14:0-5-4.0-2-01, [10:0-2-4.0-2-81 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.13 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.32 13-14 >956 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.16 10 n/a n1a BCDL 10.0 Code FBC2007frP12007 (Matrix) Wind(LL) 0.1813-14 >999 180 Weight: 157 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-6 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=805/0-8-0 (min. 0.1-8), 10=2161/0-8.0 (min. 0-2-3),8=-319/0-8-0 (min. 0.1-8) Max Horz 2=-65(LC 7) Max Uplift2— 376(LC 6), 10= 729(LC 4), 8=-529(LC 10) Max Grav2=807(LC 10), 10=2161(LC 1), 8=132(LC 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0/24, 2-3=-2307/1124, 3-4=-1595/787,4-5=-1444f711, 5 -6= -563t375,6 -7=-509/I6311 7-15=-669/1714, 8.15=-688/1636, 8.9=0/27 BOT CHORD 2-14=-910/2093,13-14=-912/2095,12-13=-472/1473,11-12=-169/579, 10-11=-736/481, 8-10=-1498f773 WEBS 3-14=0/223, 3-13=614/431, 4-13=-81/312, 4-12=-2/120, 5-12=•370/1018, 7-10=-419/429, 5-11=-779/466, 6.11=-574/1377, 6.10= 1628/661 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8psf; h=1 Sit; Cat. ll; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C•C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 376 Ib uplift at joint 2, 729 Ib uplift at joint 10 and 529 Ib uplift at joint 8. LOAD CASE(S) Standard Job Truss Truss Type oty Ply Sovenic, Inc. dba Manor Homes / 1158 11319 HS13 SPECIAL 1 1 Job Reference(optional) CBS Builders Supply, Inc.. 7067 Sampey Road Groveland. FL. 34736, Manuel Martinez PE #47182 7 250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 15:08 33 2011 Page ID,eOC WmWhzWcHD)UHLDxBPOzJsPH•FWgM83VYdnXibe5hGB?R2P8N71 POK219ic4gAVzJs 1-4 Q 7-1-4 13 0-0 21-0-0 25 8-0 29-6-2 34-0-0 35.4-0 rt •4-0 7-1-4 I 5-10-12 + 8-0-0 4-8 0 3 10-2 4-5-14 1.4-0 Scale = 1:62.6 4x6 = 6x10 MT20H= 5.00 12 4 T9 5 3x4 30 6 315 14 I 11 0 5x8 = n 2 7 N 1 12 10 8 f� 0 1.5x4 II 3x4 3x4 = 3x5 = 9 2.50 FIT 7x8 = Z-24 13-2-0 21-0-0 25 8 0 34-0-0 7-1 4 11 6-0.12 7-10-0 4.8-0 8.4-0 Plate Offsets (X,Y): 14:0-3-0.0-2-41,15:0-7-0,0-2-41, [11:0-2-12 0-3-4 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.1911-12 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.4011-12 >754 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.21 9 n/a n/a BCDL 10.0 Code FBC2007/fP12007 (Matrix) Wind(LL) 0.1811-12 >999 180 Weight: 155 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purfins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 M1Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=903/0-8-0 (min. 0.1-8), 9=1750/0-8-0 (min. 0.1-12) Max Horz 2=-66(LC 7) Max Upli112=-395(LC 6), 9— 938(LC 7) Max Grav2=960(LC 10), 9=1750(LC 1) FORCES (lb) - Maximum Compression/Maximurn Tension TOP CHORD 1.2=0/24, 2-13=-2920/791, 3-13=•2794/802, 3-4=•2038/624, 4-5=-1852/619, 5-6=-594/237, 6-14. 983/942, 7-14. 1005/850.7-8=0/26 BOT CHORD 2.12=-685/2664, 11-12— 683/2662, 10-11=-37/620, 9-10=-874/1106, 7-9— 783/1032 WEBS 3.12=0/252, 3-11=•784/392, 4-11=0/400, 5-11=•403/1418, 5-10=-688/481, 6-10=-535/1259, 6-9=-1391/746 NOTES 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8ps1; h=15ft; Cat. If; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Interior(l) zone; cantilever right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL --1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 Ib uplift at joint 2 and 938 Ib uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Oy Ply Sovanic, Inc. dba Manor Homes / 1158 11319 HS13A SPECIAL 1 1 ,CBS Job Reference (optional) Builders Supply, Inc., 7067 Sampey Road Groveland, FL 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Wed May 04 15:08:34 2011 Page ID:eOCW mW hzWcHDjUHLDxBPOzJsPH-iiEkLP WANSgZDlgtqu WgadhUchhc3WslxGgEjyzJsF r1.4-0 7-1-4 13.0-0 21-0-0 25-8-0 29.6-2 34-0-0 35-4-Q 1.4-0 7-1-4 5-10-12 8-0-0 4-8-0 3-10-2 4-5 14 1-4-0 Scale = 1:62.5 4x8 = 4x10 = 5.00 12 4 5 3x4 3x4 6 3 / 14 Lr Lr 11 v 2 12 5x12 MT20H= 7 cv 1 10 8 •- �� 0 1.50 II 3x4 = 5x8 = 9 3x5 = 250 Fiff 5x5 = 7-1-4 13.2-0 21-0-0 25 8-0 34-0-0 7-1.4 6-0-12 7.10-0 4.8-0 8 4-0 Plate Offsets KY : 2:0-5-11 Ede 4:0-5-0 0-2-4 5:0-6-8 0.2-0 7:0-2-0 0.1.8 9:0-2-8 0.3-0 11:0-6-0 0-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) -0.3611-12 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.8310-11 >479 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.41 7 We We BCDL 10.0 Code FBC2007lrP12007 (Matrix) Wind(LL) 0.3811-12 >999 180 Weight: 157 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross WEDGE bracing be installed during truss erection, in accordance with Left: 2 X 4 SYP No.3 Stabilizer Installation nuide. REACTIONS (lb(size) 2=1323/0-8-0 (min. 0.1.8), 7=1323/0-8-0 (min. 0-1.8) Max Horz 2=-65(LC 7) Max Uplift2- 504(LC 6), 7. 504(LC 7) FORCES (lb) - Maximum CompressiontMaximum Tension TOP CHORD 1-2=0/24, 2-13=-4519/1328, 3.13=-4393/1339, 3-4=•3762/1203, 4.5=•3483/1167, 5-6=•2438/841, 6-14. 2379!784, 7-14=-2502/772, 7-8=0/27 BOT CHORD 2-12=-1184/4148, 11-12=-1182/4150, 10.11_ 613/2270, 9.10- 611/2259, 7-9=-601/2216 WEBS 3-12=0/246, 3-11=-663/351, 4-11=-163/1030, 5-11=•385/1371, 5-10= 12/249, 6-10=-59/207, 6-9=-300/184 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2pst; BCDL=5.8psf; h=1511; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Interior(1) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL --1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 504 Ib uplift at joint 2 and 504 Ib uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Sovanic, Inc. dba Manor Homes / 1158 11319 HS15 SPECIAL 1 1 Job Reference (optional) CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MiTek Industries, Inc. Wed May 04 15:08:35 2011 Page ID:6cmv_sibHwP4LdswYxSOxczJsPG-Buo6ZIXo8PoOrvF4Oc1 v7gDhD56eovORAwZnFOzJs r1.4•Q 5-8.2 9-2-13 13.2-0 15 0-0, 19-0-0 25-8-0 , 29-6-2 34-0-05-4 Q 1-4-0 5-8.2 3 6-11 3 11.3 1-10-0 4-0-0 6-8-0 3.10 2 4-5 14 1-4-0 Scale = 1.62.6 4x4 = 40 = 1.5x4 II 6 7 5.00 12 5 3x4 3x5 4 1.5x4 5 8 16 315 WVir 2 8 13 e 2 14 5x8 = 12 9 a �1 10 '7 0 3x8 3x4 = = I o 11 3x4 = 3x5 � 250 12 5x6 = 7.3.11 13.2.0 25-8-0 34-0-0 , + 7-3.11 5-10-5 12-6-0 8.4-0 Plate Offsets X Y : 6:0-1-12 0-1-12 7:0-2-0 0-2-4 8.0-2-4 0-1-8 11:0-3-0 0-3-0 LOADING(psl) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.16 13.14 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.3613-14 >844 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.19 11 n/a n/a BCDL 10.0 Code FBC2007/fP12007 (Matrix) Wind(LL) 0.1513-14 >999 180 Weight: 164 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS (lb/size) 2=903/0-8-0 (min. 0-1-8), 11=1750/0-8-0 (min. 0.1-12) Max Horz 2=-66(LC 7) Max Uplilt2=-395(LC 6), 11=-938(LC 7) Max Grav2=942(LC 10), 11=1750(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24, 2-3=-2842/903, 3-15=-2638/730, 4.15=•2600/741, 4-5=•1839/480, 5-6=-1807/526, 7-8=-706/245, 8-16=-1128/922, 9-16=•1152/826, 9.10=0/26, 6-7=•635/260 BOT CHORD 2 -14=-708/2593,13-14=-494/2255,12-13=-145/1141,11-12=-85511281, 9.11=-761/1191 WEBS 3-14=-151/277,4-14=-138/397,4-13=-570/450. 5-13=-148/194, 6.13=•356/1236, 8-11=•1378/1099, 7-12=-169/299, 8-12=-82711376, 6-12=•759/356 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.05; 120mph (3 -second gust); TCDL=4.2ps1; BCDLL.8psl; h=15fl; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone; cantilever right exposed ;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) Bearing a1 joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 Ib uplift at joint 2 and 938 Ib uplift at joint 11. LOAD CASE(S) Standard Job Truss Truss Type Oy Ply Sovanic, Inc. dba Manor Homes / 1158 11319 HS15A SPECIAL 1 1 Job Reference (optional) CBS Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE 1147182 7 250 s Jan 28 2011 MTek Industries. Inc. Wed May 04 15:08:36 2011 Page ID:Scmv_sibHwP4LdswYxSOxczJsPG-g5MVm5X RviwHS3gGyJZ8g2msyVNgXOnbOaJKngzJs r1 -4-Q 5-8-2 9-2.13 13-2-0 115 0-0, 19 0-0 25.8-0 29 6-2 34.0 0 1-4-0 5-8-2 3 6-11 3-11.3 1.10.0 4-0-0 6.8.0 3-10-2 4-5.14 i Scale = 1:62.3 i 5x5 = i 4x5 = 1.5x4 II 6 7 5.00 12 5 3x4 3x4 4 1.50 5 8 14 15 3 W 2 8 12 v 2 13 5x8 = 11 9 N `!f 13x4 3x8 = f`l � 1 0 o i 5x8 = 10 3x5 30: 250 12 5x6 = 7.3 1113-2-0 25.8-0 34-0-0 7.3.11 5-10.5 12-6-0 8-4-0 Plate Offsets X Y : 2:0-2-4 Ed a 2:0.6-11 Ed a 6:0-2.8 0-2-4 :0-2-12 0-2-4 9:0-2-15 0-1-8 10:0-3-0 0-3-0 12:0-4-0 0-3-0 LOADING (psi) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.34 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.7812-13 >518 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.39 9 Na n/a BCDL 10.0 Code FBC20071TPI2007 (Matrix) Wind(LL) 0.49 12.13 >828 180 Weight: 164 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling daWly applied or 4-5-13 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross WEDGE bracing be installed during truss erection, in accordance with Left: 2 X 4 SYP No.3 Stabilizer Installation nuide. REACTIONS (Ib1size) 9=1239/Mechanical, 2=1333/0-8-0 (min. 0-1-8) Max Horz 2=81 (LC 6) Max Upli119=•392(LC 7), 2. 507(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/24, 2-3=-448512340, 3.14=•4340/2227, 4-14=-4314/2238, 4-5=-3697/1909, 5-6=-3664/1987, 7-8--2381/1302, 8-15=-2448/1391, 9-15=-2602/1377, 6.7=•2141/1274 BOT CHORD 2.13=-2088/4109, 12-13=-1 895/3942,11.12=-1072/2575, 10-11=•1187/2372, 9-10=•1167/2323 WEBS 3.13=-69/190, 4-13=-62/311, 4-12=-525/398, 5-12=-1351187, 6-12=-956/1931, 8-10=-290/302, 7-11=-2131595. 8.11=-293/279, 6-11=-670/241 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8psf; h=15ft; Cat. ll; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 Ib uplift at joint 9 and 507 Ib uplift at joint 2. LOAD CASE(S) Standard 11319 I J5 I JACK 7067 Sampey Road Groveland, FL 34736, Manuel Martinez PE #47182 7 250 s Jan 28 2011 MiTek Industries, Inc. Wed May 04 1 ID:6cmv_sibHwP4LdswYxSOxczJsPG-8Hw1_OY3g0284DPSV 14NCFJ7Z� -1.4-0 I 5-" , 1.4-0 5-0-0 Scale = 1: 2x4 = LOADING(psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007/TPI2007 CSI TC 0.22 BC 0.17 WB 0.00 (Matrix) DEFL in Ven(LL) -0.02 Vert(TL) -0.06 Horz(TL) -0.00 Wind(LL) 0.00 (loc) VdefI L/d 2.4 >999 240 2-4 >996 180 3 n1a n/a 2 "" 180 PLATES GRIP MT20 244/190 Weight: 18 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lbdsize) 3=108/Mechanical, 2=277/0-8-0 (min. 0.1.8), 4=46/Mechanical Max Horz 2=155(LC 6) Max Uplift3=-110(LC 6),2=-191 (LC 6) Max Grav3=108(LC 1), 2=277(LC 1), 4=92(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2--0/27,2-3=-91/34 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=5.8pst; h=1511; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exlerior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL --1.00 2) This truss has been designed for a 10.0 ps1 bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable o1 withstanding 110 Ib uplift at joint 3 and 191 Ib uplift at joint 2. LOAD CASE(S) Standard 11319 IR (JACK 122 Inc., 7057 Sampey Hoad Groveland, FL. 34736, Manuel Martinez PE 947162 7.250 S Jan Z8 2011 MITek InaustneS, Inc. wea May 04 1 ID 6cmv_sibHwP4LdswYxSOxczJ.sPG•6Hwt_OY3g0284DPSV 14NCFJ2: 1.4-0 7-0-0 1.4-0 7-0-0 Scale = 1:1 20 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-" Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2007ITP12007 CSI TC 0.52 BC 0.37 WB 0.00 (Matrix) DEFL in Verl(LL) -0.09 Vert(TL) -0.23 Horz(TL) -0.00 Wind(LL) 0.00 (loc) Well Ud 2-4 >843 240 2-4 >337 180 3 n/a n/a 2 "•' 180 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS (Ib/size) 3=167/Mechanical, 2=346/0-8-0 (min. 0-1-8), 4=66/Mechanical Max Horz 2=194(LC 6) Max Uplift3— 156(LC 6), 2=-211(LC 6) Max Grav3=167(LC 1), 2=346(LC 1), 4=132(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2--0/27,2-5=-127/0,3-5---108/53 BOT CHORD 2-4=0/0 NOTES 1) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8ps1; h=1511; Cal. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL=1.00 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 Ib uplift at joint 3 and 211 Ib uplift at joint 2. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply Sovanic, Inc dba Manor Homes/ 1158 11319 S1 SPECIAL 2 1 ,CBS Job Reference (optional) Builders Supply, Inc., 7067 Sampey Road Groveland, FL. 34736, Manuel Martinez PE #47182 7.250 s Jan 28 2011 MTek Industries, Inc. Wed May 04 15:08:38 2011 Page ID: apKHSCjD2 DXxynR66ezfUpzJsPF-cTUFBmZhRKA?iN_f3kbcrrrCOJ3K?DOusuoRsizJs rt -4•Q 5.8-2 9.2-13 13 2-0 17-0-0 22-0.13 25 8-0 29.6-2 34.0-0 35 4.0 t-4-0 5.8 2 3 6 71 3 11.3 3.10-0 5.0.13+ 3-10-2 4-5-74 1-4-0 Scale = 1:61.3 4x4 = 6 3x65 5.00 12 3x4 7 3x4 1.5x4 II 4 8 1.5x4 15 16 3 W 2 13 2 5x6 = 12 9 1 14 3x8 = 101v c 3x4 c 5x8 = 71 3x5 3x4 = 2,50 12 5x8 = 7-3 11 13-2-0 17-0.0 25.8-0 34-0-0 7.3-11 5-10.5 3-10-0 8-8-0 8-4-0 Plate Offsets X Y : 2:0-6-11 Ed a 2:0-2.4 Ed a 5:0-2.12 0-1-8 6:0.2-0 0.2-8 9:0-2.15 0-1-8 13:0-2-8 0-3-4 LOADING (psl) SPACING 2-" CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) -0.34 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.83 Verl(TL) -0.81 13-14 >493 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.40 9 n1a n/a BCDL 100 Code FBC2007lrP12007 (Matrix) Wind(LL) 0.49 13.14 >814 180 Weight: 167 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross WEDGE bracing be installed during truss erection, in accordance with Left: 2 X 4 SYP No.3 Stabilizer Installation guide. REACTIONS (lb/size) 2=1323/0-8-0 (min. 0.1-8), 9=1323/0-8-0 (min. 0-1.8) Max Horz 2=•65(LC 7) Max Uplift2=-504(LC 6), 9=-504(LC 7) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0/24, 2-3=-4449/2299, 3-15=-4302/2183, 4.15=-4275/2194, 4-5=-3638/1868, 5-6=-2155/1219, 6-7--2173/1208, 7-8=•2463/1467, 8-16=•2396/1320, 9-16=-2519/1307, 9-10=0/27 BOT CHORD 2-14. 1999/4077, 13-14=-1800/3888, 12-13=-1417/3390, 11-12=-989/2233, 9-11=•1040/2233 WEBS 3-14=-85/194, 4-14=-61/336, 4.13=•524/392, 5-13=-736/1705, 5-12=-1 884/955, 6-12=-662/1345, 7-134/311, 7-11=•136/208, 8-11=-326/378 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2ps1; BCDL=5.8psh h=1511; Cat. II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Extenor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL --1.60 plate grip DOL=1.00 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurreni with any other live loads. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI1TPI 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 504 lb uplift at joint 2 and 504 Ib uplift at joint 9. LOAD CASE(S) Standard Job Truss Truss Type Oy, PlySovanic. Inc. dba Manor Homes / 1158 0. 11319 SIA SPECIAL 2 1 Job Reference (optional) CBS Builders Supply, Inc.. 7067 Sampey Road Groveland, FL. 34736. Manuel Martinez PE #47182 7.250 s Jan 28 2011 Mi Tek Industries. Inc. Wed May 04 15:08:39 2011 Page ID:apKHBCjD2DXxynR66ezfUpzJsPF-412dP6aJCdlrJXYrdS6rHgOOdi rukgF 14YX_09zjs r1.4 0 5.8-2 9 2-13 13 2-0 17.0-0 , 22-0-13 25 8-0 29 6.2 34.0-0 35 4 Q '1-4-0 5-8-2 36.11 i 3.11-3 3 10-0 5-0-13 3-7-3 3 10 2 4-5-14 Tt Scale = 1:61.3 4x4 = 6 301 5.00 12 3x4 5 7 3x4 1.5x4 II 4 8 1.5x4 t5 16 3 W 2 13 2 5x6 = 12 9 14 3x8 10]v 1 c 3x4 3x4 = c 3x5 = 11 2.50 12 5x6 = 7.3-11 13-2-0 17-0-0 25-8-0 34-0-0 7-3.11 5-10-5 3.10-0 8-8-0 8-4-0 Plate Offsets (X,Y)- 5:0-1-12 0.1.8 6:0-2-0 0-2-4 :0.1-12 0-1-8 11:0.2.12 0-2-12 13:0-2-8 0-2-8 LOADING (psi) SPACING 2-0.0 CSI , DEFL in (loc) Vdeff Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.15 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 V@ri(TL) -0.37 13.14 >827 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.19 11 n/a n/a BCDL 10.0 Code FBC2007lTP12007 (Matrix) Wind(LL) 0.1513-14 >999 180 Weight: 165 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling dustily applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS (Ib/size) 2=903/0-8.0 (min. 0-1-8), 11=1750/0.8-0 (min. 0-1-12) Max Horz 2=-66(LC 7) Max Uplilt2=-395(LC 6), 11=-938(LC 7) Max Grav2=918(LC 10), 11=1750(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24,2-3=-2746/927, 3-15=-2535f754,4-15=-2496(765,4-5=-1720/392, 5-6=-771/227,6-7=-7391219, 7-8=-977/862,8-16=-1 151/925, 9-16=-1175/832, 9.10=0/26 BOT CHORD 2-14. 730/2505, 13-14=-420/2138, 12-13=-175/1588, 11-12=-178!721, 9-11=-767/1213 WEBS 3-14=-152277, 4-14=-133/419, 4.13=-571/440, 5.13=-200/1001, 5-12=-1218/425, 6-12=-17/409, 7-112=40W724, 7-11=-1388/933,8.11=-409/494 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2pst; BCDL=5.8psf; h=15f1; Cat. 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exlerior(2) zone; cantilever right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL --1.00 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joinl(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. 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L' :y, ti^ w ��iS•.L7.'. rltL�?vt' :Cwt.- ,�,.ry-, f•:'�;- in Com• •,C .� � ti.O•. -v •p•� •-- ;..-,'. � : tc.• � „.) �•jy'•%' IA tn •'J Dy,P �. 'O /C av :c• O• :L, o•.'C -L •7t V ` ';I' ;.g�, •: , i•Q0:5 -- -0,- • ', :U: ` , LO a. aj ' :d N'a ei Uh =14.,. IA. .C: ;}W. pJ., va�, O E' � X•i::•. ..J• •OI� +moi �d•'7 �o E'—,An . 30 tu ��; E.:i_i ,tiVl ,yC a►,�Pt ajb; v - • ,-0; ' u'0 ' -Z. IC 0,10 C .O y,':10 �.•'i0f�.; �.•.4,J 1010 v..GU,,..,-. -NTr' FS .f,�pj M•G/ �.�� '.�. /':1-yy L.1..1: �,:� .,�•Q: ,D: .�;iL`r'Q',It.:_1: 1!1 11E J a,J1 TYPICAL GABLE END DETAIL MCA t71AG0NA1.131?ACE AttA W0 t0 VE"CAL - 5EE LADLE FOP MAXIMUM wIGHt5 TYPICAL IX4 CP 2X4 "L" INKE, (IF APPLICVLE) . NAkE12 t0 VEfICAL- mE LADLE FCV MAX, If W5 12 MAfCI�5 �� �SN All Praclrq to fie a Minimum 5PF Stud Grade or Better TYPICAL GABLE END MINIMUM GRADE OF LUMBER TOP CHORD (2x4) NO 2 5'fP BOT CHORD (2x4): NO. 2 SYP WEI55 (2x4): N0. 3 c2YP (2) CONNECTOR PLATES MINIMUM (1) 20 GAUGE AT EVER)' JOINT f TYPICAL LOADING (P 5 F.) N' TILE- SHINGLES. MAX. LENGTH NO GRACE TOP LIVE LOAD: 20 20 TOP DEAD LOAD: 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL. 45 37 5 T R E 55 INC. 1.25 1.25 fdfflCr Grade SVleathrq Y2�\7 IA 01? 2x4 J \—WED A5 MOUI11D "L" BRACE DETAIL NOTE, 1) U5E 8d GUN NAILS AT 4" O.0 FOR Ix4 AND 10d AT 4" 0 C. FOR 2x4. 2) IF STRUCTURAL SHEATHING 15 U5ED ON THE FACE OF GABLE THE ENGINEER OF RECORD MAY DEEM L -BRACING UNNECESSARY. PC I VOW I n1'7 LC1v01 n U7C LYO. Builders Supply CBSInc. Truss Plant: 7067 Sampey Rd. - Groveland. Fl, )47)6 Phone: )52-429-)760 Fu: 332.429-1219 Manuel Martinez, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 IvVIVIVI I ILIU11 I I nVLL WIND VELOCITY . 120 M.P H SPACING OF VE9TICAL5 MAX. LENGTH NO GRACE MAX LENGTH Ix4 GRACE MAX LENGTH 2x4 BRACE' MAX. LENGTH 2x6 BRACE 12., 4,2„ 6,11.. 8,q,. 13,10.. 16,. 3.10., 5.11.. 7.10.. 12.3.. 24. 1 3.4" 4-10" 6'5" 10'0" PC I VOW I n1'7 LC1v01 n U7C LYO. Builders Supply CBSInc. Truss Plant: 7067 Sampey Rd. - Groveland. Fl, )47)6 Phone: )52-429-)760 Fu: 332.429-1219 Manuel Martinez, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 REPAIR FOR BROKEN WEB/CHORD PEFA12: (REF. ND5-q1) 1) SHORE TRU55 TO PROPER LEVEL 2) REALIGN BROKEN WED 3) APPLY APPROPRIATE SCAR AND NAILING A5 INDICATED IN TADLE DELOW: 5CAD SHALL DE OF THE SAME SIZE. GRADE AND SFECIES A5 THE WED MEMDER (U.NO.) OR BETTER. ALL NA;L VALUES ARE DASED UPON PNEUMATIC DRIVEN IOd GUN NAILS AND 5.Y.P. LUMDER. NOTE, NAIL5 SHALL DE D15TRIDUTED 50 THAT THE END DISTANCE. EDGE DISTANCE. AND SPACING WILL AVOID UNUSUAL SPLITTING OF THE WOOD. ILIIFIL NHILJ IIOd GUN) I-I-ILIKU/14LO FORCE ILBF.I MIN. J&I-1 f-- LENGTH !FT.) 7 7 I P, 2'0' 9 9180 2'-6" I I 1 122& 30- 13 1 13264 3'6" 15 1530& 14'0" 17 17314& 4"6 19 1936" 5*0" 23 23145& 5'6' 25 2550- 6*0 27 27514 & 6.6.. 29 2958 7'0' 31 3162 7.6.. 33 3366 8"0" 35 3570" 8'6" 37 37714 39 3978- 9'6" 4I 141824 10'0" 4 3 14386 & 10' 6 , 45 4590& 11.0" 147 14 7914 & 1 1-6- .6..49 L4 9 149980 12'0.. Builders Supply CBSInc. NOTE 5CAD DOTH 51DE5. SAME 51ZE c SPECIES OF WED/CHORD. TOTAL NAM, INCLUDE BOTH 5CAD5 5TRE55 INCREA5E = 114 OR 102 !/NAIL. 1/ 2 MINLENGIN NA1 W TO UNI7AMAGEI7 5ECTION REF. TO - VA NOTE 91.0W mm INCREA5E MIN.LENGTH AS REO'D TO HAVE 1/2 LENGTH NAILED INTO UNDAMAGED SECTION. N&EPRE5ENT5 THE TOTAL NUMDER OF NAIL5 REOUIRED FOR 5CAD5 ON BOTH 51DE5 NAIL5 SHALL DE EVENLY DIVIDED DETWEEN DOTH 5CADS AND ON EACH 51DE OF DREAK. Truss Plant: 7067 Sampey Rd.. Gro eland. FI. 34736 Phone: 352.429.3760 Fax: 352.429.8219 Manuel Martinez, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 WEB (L & T) BRACING RECOMMENDATIONS .11 IOd GUN ML5 I.C. I. -BRACE WE6 L -BRACE SECTION TYPICAL T -BRACING NOTE f,WACE WE13 T -BRACE SECTION 1) T -SPACING TO DE USED'WHEN CONTINUOUS LATEFAL DF,ACII\IG 15 IDAFF,ACTICAL T-DP,ACE MUST COVEF Ap% OF WED LENGTH 2) L-DF.ACE CONFIGUFATION MAY DE U5E1;' IN LIEU OF T-DF,ACE. 3) MATEP.IAL 5HALL DE 5PF OF 5YP 6FADED LUMDEP e -u 1 4W I cw 1 4 �I:0, I cxv Builders Supply CBSInc. Truss Plant 7067 Sampey Rd. - Groveland. FI 34736 Phone: 352.429-3760 Fax 352-429.8219 FLORIDA. {I s L@C E'� PP471 S�p1i.OF ER (PER SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING IN TRUSS ENGINEERING) ONE -PLY TRUSS TWO-PLY TRUSS WEB SIZE 1 ROW 2 ROWS 1 ROW 2 ROWS 2x3 Ix4 2x.4 2x4 2X.4 2•<4 IA 2::4 2x4 2x4 2x6 Ix6 2-6 2:.6 2i:6 e -u 1 4W I cw 1 4 �I:0, I cxv Builders Supply CBSInc. Truss Plant 7067 Sampey Rd. - Groveland. FI 34736 Phone: 352.429-3760 Fax 352-429.8219 FLORIDA. {I s L@C E'� PP471 S�p1i.OF ER w ZJ��DLL Z> Jp O W 2 W Q O W w 'n C" J _ x ~ 1L O 3Q Q �v00 LL U.) Q ow 3 0 = s Q } 3 d -. N J J Q Q G O cv m� Z Z Q O Q = Z j3oZcv � N xQ Q J Z Z J Q 3Q O e T��O ipj�s- U.J 'pI Z Q ODs'��� Z VSO[ �S Q H QZ J `rw m < QOw-'3 �li <O tL Q c OW k,Z aCw0 r. Q�w <wQ'P <wC'� _ ~ w �0 �-OJcm Z UiZ 'Pr)Z swd- <I -.Sfw'.Q..> 0. a Q a 'A Q a o it o w o cc L- t O Z Z O O O U U U Builders Supply CBSInc. Tmat Plant: 7067 Sunpey Rd . GrowlanQ Fl. 34736 Phonc. 732-429-7760 Fu: )32-429.8219 J J Z U - w O LL)• C O G s Z V W Z t: Jw Q Z O U) O LU G O Q Q .r W O S LI_ U C` Q v U.) Z Z w O v z of WI J Q d� Z Q O F``"^^� s VJ J d Q Manuel Martinez, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 WEB LATERAL BRACING RECOMMENDATIONS ---)(T) PE 6FAGIN6 MATEPIIALS A 1 10 IF2 5TD ,OW T (5PF. DF. HF. OP 5'r F) I B 2),3 :3 5T!,'. CONST (5PF. DF HF. OP 5YF) (, 2x4 ,C3 5TO CONST (5PF, OF. HF. OF 5YP) 2r #3 5TP COW T. (SPF. DF. HF. Or 5'r P) KING (X-PM1N6) P FRa OiAff) 10d GUN NAIL5 ( 5ee NM5 Q ANP 5) 1VU55 wee MEMP5 EB BRACING GENERAL NOTES. 1) THE DIAGONAL BRACING IX- BRACING) TRANSFER THE CUMULATIVE LATERAL BRACE FORCES INTO THE ROOF AND/OP. CEILING DIAPHRAGM Nt) ADDITIONAL LATERAL FORCE HAS BEEN ADDED FOR WIND 21 THESE DIAPHRAGM CALCULATIONS ARE BASED 011 THE LATERAL EPRCE CARRYING 2Z OF THE WEB FORCE 31 DIAGONAL BRACING MAIERIAL RUST BE THE SAME SIZE AND GRADE IJP BETTEFI AS THE LATERAL BRACING MATERIAL AND SHALL BE I•PILED AT EHCH END AND EACH INTERMEDIATE TRUSS WITH 121 IJd GUI -I NAIL: 11:1 J�)' GUN NAILS FGR 2x6 DIAGONALS) u1 CONNECT LATERAL BRACE TO EACH TRUSS WITH 121 1)'.i :JN 1WIL: Q1 l0d GUN NAILS FOP 2,6 LATERAL BRACES) 5) THE 10d NAILS SPECIFIED SHOULD BE 30' LONG AND 1?1- IN [DIAMETER 61 LATERAL BRACIIIG SHOULD BE CONTINJOU1$ AND SHOULD VAPLAP AT LEAST ONE TRUSS SPACE FOR CONTINUIT•1 71 FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLA1101a 1jF SRU --1S BRACING REFER TO BCSI-61 SUMMARY SHEET 81 SEE SEPARATE TRUSS ENGINEERING FOR WEB FORCES LLgVIKVLLtV 01 LVnINtL lKAN WAX FOP GE5 FP,OM MITEK DETAIL # 0-001.060113 Manuel MjjI4inez,,,P„4. Builders FLORIDA REGI � R'L� R)EER Supply LICFIV� Inc. -' No. 4- ,�. 111 CBS Truss Plant. 7067 Sampey Rd. - Groveland, Fl. 34736 Phone: 352.429-3760 Fair 352-429-8219 STAT[ U q 'IONA\- MH "'I II 1 WtG 1-UKLt 1Lti_, J" 24" ON GENTEF 48" ON GENTEP, 72" 01\1 GENIE -".72" BA'f 51 EZE 'iI (517AGING MATEP,IAL TYPE DFAGING MATERNAL TYPE 6F•AGING MAT T'1 PE °. B G D A 8 G I D G D 10 -0', 4600 ' 4600 ' 460C r�,Ioo 1344 46500 ' 4600 ' 6100 ' 4034 633_ 12'-0" 3142 3142 ' 3142 5114 1344 3142 3142 51114 3142 ' 51.114 ' 14'-()" 3450 ' 3450 ' 345LP ' 5175 ' 1344 3450 ' 3450 ' 5175 ' 3450 ' 5175 ' 16-01. 3066 ' 3066 ' 3066 4600 ' 1344 3066 ' 3066 ' 4600 ' 3066 4600 ' 2760 ' 2760 2760 4140 ' 1344 27(CO 2760 ' 4140 ' 2760 ' 414 C1 ' 20'-0" 250'1 ' 2501.1 ' 2501.1 ' 3763 ' 1344 2501 ' 2501 ' 3763 ' 2501 ' 3763 ' LLgVIKVLLtV 01 LVnINtL lKAN WAX FOP GE5 FP,OM MITEK DETAIL # 0-001.060113 Manuel MjjI4inez,,,P„4. Builders FLORIDA REGI � R'L� R)EER Supply LICFIV� Inc. -' No. 4- ,�. 111 CBS Truss Plant. 7067 Sampey Rd. - Groveland, Fl. 34736 Phone: 352.429-3760 Fair 352-429-8219 STAT[ U q 'IONA\- 1 TYPICAL CORNER SET INSTALLATION 12 (2) IOd NAIL5 1 1 VA�If S OpnONAL 5055M5130ftOM COW — (2) IOd NA15 L iWICAL OPEN JACK (CJ' 5) OP (EJ' 5) 12 01[A (3) IOd NAIL5 VAIaE5L,--- EACH5IDE OrflONAL WE(3 CONFICALRAWN /� \\ ,Z. -(2) IOd N&5 EACH 5117E OrflONAL WEa CONFIGL1MON M'ICAI. COUP JACK (HJ) � (3) IOd NAILS 0IZ VMt5 EACH SIDE 1 B (2) IOd NAIL5 EACH SIDE TrNO LATES SHOWN ARE MINIMUM SIZE. 20 GAUGE TRU55 CONNECTOR tWICAL 5015506 COt?NCK JACK (HJ) GUSSETS ATTACHED TO EACH JOINT. BOTH FACES. MINIMUM GRADE OF LUMBER EJ () EJ ( #) TOP CHORD (2x-): N0. 2ND 5YP- 1 DOTTOM CHORD (2x-): NO 3ND SYP CJ( 1:t) WEDS (2x-)• NO. 3 5'(P EXCEPT #3 5YP CHORD 5' SPAN C-K CONNECnON DEtAl CJ( TYPICAL LOADING (P S.F) (2) IOd ON NAILS TILE. SHINGLES: V v = FOI? EACH LOCA11pN TOP LIVE LOAD. 20 20 4 11 TOP DEAD LOAD: 15 7 11 DOTTOM DEAD LOAD: 10 10 �1 TOTAL: 45 37 STRE55INC. 1.25 125 WIND DESIGN: MAX. 120 MPH PER MC& COUP 5EtLAYOUf ASCE 7-02 BuildersFLORIDA Manuel Martinez, P.E. REGISTERED ENGINEER 7 Supply LICENSE # PE 47182 Inc. Truss Plant: 7067 Sampey Rd . Groveland, FI, 34736 Phone: 352-429.3760 Fax: 352.429.8219 TYPICAL PIGGYBACK ATTACHMENT DETAIL 20 FL11IN5 - AT 48" O.C. 911M FOV FILL CONTACT 5EE NOrE # 3C — 5EE mm #1 5EE WTE 3C3 ' 5EE WfE # 2A \IC6YI3 M55 5EE NOM #120 IN wACE �� �� INTE ALE , 5EE NOTE # 2A `_5EE MGM #5A ,X 55 5�E NOTE #2C TYPICAL LOADING (P.c7f.) INI�f?�AC� TILE SHINGLES TOP LWE LOAD: 20 20 TOP DEAD LOAD: 15 7 60TTOM DEAD LOAD: 10 10 TOTAL: 45 37 5 T PE 55 INC. 1.25 125 WIND DE516N: MAX. 140 MPH PER \A5CE 7-A8. NnTE 11 2x4 PURLINS ON FLAT TOP CHORD SECTION OF BASE TRU55 AT ALL JOINTS. NOT TO EXCEED 4'-0" C.G. OR THE MAXIMUM ALLOWABLE PURLIN SPACING OF DA5E TRU55- (SEE (3A5E TRU55 ENGINEERING FOR MAX SPACING) ATTACH PURLINS TO TOP CHORD OF BASE TRU55 WITH MIN. 2 EA IOd NAILS 2) IF SHEATHING DOES NOT OVERLAP PIGGYBACK / BASE TRU55 INTERFACE DY AT LEAST 12" ATTACH PIGGY BACK USING ONE OF THE FOLLOWING. p- 1-1/4" X 12" 20 GAUGE STRAP (U5P # LSTA-12 OR EOUIVALENT) TO ONE 51DE OF TRU55 CENTERED ON INTERFACE WITH MIN. 5 EA. 8D NAIL5 EACH SIDE OF INTERFACE: L)- 2 X 4 X 4'-0" GRADED 5CAD TO ONE 51DE OF TRU55 CENTERED ON INTERFACE WITH MIN 104 NAIL5 STA66EP.ED 3" O.C. FULL LENGTH OF SC AO: c 6" X 8" NOM 1/2" STRUCTURAL SHEATHING GUSSET PLATE TO BOTH SIDES OF TRU55 CENTERED ON INTERFACE WITH MIN 5 EA. 8d NAIL5 EACH SIDE OF INTERFACE 31 FOR PIGGYBACKS OVER 16'-0" IN LENGTH USE ONE OF THE FOLLOWING IN ADDITION TO THE ABOVE REQUIREMENTS o- ATTACH MITEK 18 90 7H HAMMER ON PLATES ON EACH 51DE OF TRU55 AT EACH 6A5E TRU55 JOINT: b USP FRAMING ANCHOR HCDP OR 51MP50N H 2 5. ONE CONNECTED TO PIGGYBACK AND PURLIN. AND ONE CONNECTED TO PURLIN AND DASE TRU55 5TARTIN6 AT MIDDLE OF PIGGYBACK AND EVERY OTHER PURLIN: c- 6" X8" 1/2" STRUCTURAL SHEATHING GUSSET PLATE AT EACH BASE TRUSS JOINT. BOTH 51DE5 OF T?U5S. USING MIN 3 EACH 6d NAILS EACH CHORD- (TOTAL 12 NAIL C7) Manuel Martinez, P.E. Builders FLORIDA REGISTERED ENGINEER Supply LICENSE # PE 47182 CBSInc. 1 Truss Plant: 7067 Sampey Rd. - Groveland. Fl. 34736 Phone: 332-429-3760 Fax: 352-429-9219 0 LLJ -L p -- C6 WO w (J) lxZ Z=) Ix 5>. WW w Lu w -i U) W -j <(/) J -ILL (1) r- 0:< LL =) :) w U)> (DO mom co �— (.) l.— (D <-j C�15; (9-0x� ix (1) w Z 1�r 7. C'4 (9 0 010C UJ cx,4 M (Y- Z W pw MCL Z XW U) LL Z!) w 0 NWXLL=)C:) :5 X�e > W;� F- -JW (D 0<�--<M(!) Ow =)� �-Xu-mwt= C) I a. OD —J 3: 0 w a. 0 X D i w w N w co Z w =) w x 06Z<LL (1) c'4Nmc6<ZQ- w (1)(nm w ,- bwowc/) W—w Ow I WWO LLJ U) WK< W;t �-. < D W V4 LL d u) g��-c Zo 0 0 <-k co W Z Z:mz 0 —�- (3c w w w f- D �- (L It X wcf)-n < Z CLW=)x c) 0 .(.)ZWW-JLLJ § W> 3: < ow j Q <00-jco Ix < .00LU_�-< C7> !-j OLOWD .2 Qrx 01� cj) WV=) (I)— Z Witz OD_j LU LLJ W 2 (.9 CD (D 0 �- -j:50 LL Co Z 0 Z 0 WW xowm Z c-) Z ILL -0 9:'Rt 04 Z MN -J -j X�=> < w >- a.0cjmw Uj Ww,-= OZLL ILL Aw<<wo< x '-Zwl.-Z zl�- <WC)(/) > w w C/) W (.) 0 �R:Lfiwzw ca w g3:C4=)WU) (D�40�-w p :c - -co (1) 0ZUwwZZ LL 0 EL (D D �- w < < Z w -JU)MOM 0 Ir 0 > w Z�- w =)W<— U, w'wwmmuz -i m > Z WWOW0<0 LL 0� ILL, P P LLi cr) � U-) Q 0 w <U)C/) 0c) LL LL >=)=)U)-Jw C) C14 -J 0 MA - - (1) Z m cy-cr-(Dcx q Fr < LLJWW wl�-Wwl�-< C14 M ICT Lf) F- Z0>LL(.)(/) 0 <(!)Z =)<Oglxj� <K>- �-w . 0 U�mw �0(1)>- -0 N �-(J)W�--j -i -J W --I j6wm 0- LL § ��O' -i -< -i 'T1:13>06) Sw x w A -)Zocx=) <ZW(): Manuel Martinez, P.E. guildipirs FLORIDA REGISTERED ENGINEER Upply LICENSE # PE 47182 CBSInc. Truss Plant, 7067 Sampey Rd. -Groveland, Fl. 34736 Phone. 352A29-3760 Fax:35242982 9 4 i III SEPT. 25. 20061 STAPLE CONNECTION DETAIL I #1 JACDK & #3JACK CBS Builders Supply, Inc. Truss Plant Division 7067 Sampey Road Groveland, FL 34736 NOTES: 1.STAPLES SHALL BE DRIVEN PERPENDICULAR TO MEMBERS TO ONE FACE ALONG SCARF AS SHOWN. STARTED 1" FROM EACH ENDS OF SCARF. 2.THE END DISTANCE, EDGE DISTANCE, AND SPACING OF STAPLES SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MINIMUM 4 STAPLES EVEN SPACING 1 I J SIDE VIEW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY MINIMUM 5 STAPLES EVEN SPACING ,) *ALTERNATE CONNECTION DETAIL* IN LIEU OF A PAIR OF METAL CONNECTOR PLATES. Office: 352-429-3760 Fax: 352-429-8219 3' .10 Manuel Martinez P.E. FL 47182 MAR Qom' E NSF No. 47182 STATE OF 9G A%� O R \'D 'C' STAPLE LATERAL LOAD VALUES FOR SM LUMBER OR BETTER WOE DIAMETER. W L404E5 MIMMUM PENETRATION LACHES LOAD (IbQ 14 0.060 T 37 15 0.072 1 32 16 0.0623 1 26 *ALTERNATE CONNECTION DETAIL* IN LIEU OF A PAIR OF METAL CONNECTOR PLATES. Office: 352-429-3760 Fax: 352-429-8219 3' .10 Manuel Martinez P.E. FL 47182 MAR Qom' E NSF No. 47182 STATE OF 9G A%� O R \'D 'C' PERMIT # /r- irv6 OFFICE EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 �TRINITYJ 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Atlas Roofing Corporation Evaluation Report A12620.12.08 2000 River Edge Parkway 1`11-9792-112 Atlanta, GA 30328 Date of Issuance: 12/18/2008 Revision 1: 12/20/2010 SCOPE: This Evaluation Report Is issued under Rule 96-72 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nleminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2007 FBC and 2007 FBC Residential Volume. DESCRIPTION: Atlas Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. For HVHZ, shingles shall be labeled in accordance with Miami - Dade requirements. CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. If the product changes or the referenced Quality Assurance documentation changes. TrinityjERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report Is displayed, then it shall be done In Its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: Robert J.M. Nieminen, P.E. •e o;:,�K,.,•�es Florida Registration No. 59166, Florida DCA ANE1983 ? + c } The facsimile seal appearing was authorized •: pt STA:t'tk,o4•� by Robert Nieminen, P.E. on 12/20/2010 •,� �� * �.: This does not serve as an electronically signed document. Signed, seated hardco les have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: I. TrinilylERD does not have, nor does it Intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products It evaluates. 2. TrinitylERD Is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved In the approval process of the product. QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Atlas Asphalt Roof Shingles, as produced Atlas Roofing Corporation, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. T. STANDARDS: Section Property Standard Year 1507.2.5, 1523.6.5.1 Physical Properties ASTM D3462 2004 1507.2.5, 1507.2.10 Wind Resistance ASTM D3161, Class F 2003 1504.1.2, 1609.5.2 Mechanical Uplift Resistance ASTM D6381, Class H 2003 1507.2.10 Wind Resistance ASTM D7158, Class H 2005 1504.1.2, 1609.5.2 Wind Resistance UL2390, Class H 2004 1523.6.5.1 Wind Resistance TAS 107 1995 1523.6.5.1 Wind Driven Rain TAS 100 1995 R905.2.4 Physical Properties ASTM D3462 2004 R905.2.4.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2003 R905.2.6.1 Wind Resistance ASTM D7158, Class H 2005 3. REFERENCES: Entity Examination Reference Date ATI (TST 1558) Wind Driven Rain TAS 100 01/30/1998 PRI (TST 5878) Physical Properties ASTM D3462 01/12/2005 PRI (TST 5878) Physical Properties ASTM D3462 10/12/2007 PRI (TST 5878) Wind Driven Rain TAS 100 07/09/2003 PRI (TST 5878) Wind Driven Rain TAS 100 02/03/2005 PRI (TST 5878) Wind Driven Rain TAS 100 02/28/2008 PRI (TST 5878) Wind Resistance TAS 107 04/29/2010 PRI (TST 5878) Wind Driven Rain TAS 100 05/03/2010 PRI (TST 5878) Physical Properties ASTM D3462 05/12/2010 PRI (TST 5878) Wind Resistance ASTM D7158 06/21/2010 UL (TST 1740) Physical Properties ASTM D3462/ R4052 09/17/2002 UL (TST 1740) Physical Properties ASTM D3462/ R4052 03/02/2006 UL (TST 1740) Physical Properties ASTM D3462/ R4052 11/14/2007 UL (TST 1740) Wind Resistance TAS 107 06/09/1999 UL (TST 1740) Wind Resistance TAS 107 / 02NK6989 03/04/2002 UL (TST 1740) Wind Resistance TAS 107 05/06/2005 UL (TST 1740) Wind Resistance TAS 107 09/15/2005 UL (TST 1740) Wind Resistance TAS 107 / 07CA26303 08/31/2007 UL (TST 1740) Wind Classification 07NK22063 04/29/2008 Miami -Dade (CER 1592) HVHZ Compliance 05-0201.09 03/17/2005 Miami -Dade (CER 1592) HVHZ Compliance 05-0120.02 08/04/2005 Miami -Dade (CER 1592) HVHZ Compliance 05-0120.03 08/04/2005 Miami -Dade (CER 1592) HVHZ Compliance 07-0329.01 08/16/2007 Miami -Dade (CER 1592) HVHZ Compliance 07-0927.06 04/10/2008 UL (QUA 1743) Quality Control R4052 Current Exterior Research and Design, LLC. Evaluation Report A12620.12.08 Certificate of Authorization #9503 FL9792-112 Date of Issuance: 12/20/2010 Page 2 of 5 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 GlassMaster 25 and StormMaster Slate are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.2 Pinnacle 35, Pinnacle HP and StormMaster LM are fiberglass reinforced, laminated asphalt roof shingles. S. LIMITATIONS: 5.1 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.2 Wind Classification (non-HVHZ): 5.2.1 All Atlas shingles noted herein are Classified in accordance with FBC Table 1504.1.2 to ASTM D6381, Class H and FBC Tables 1507.2.10 and R905.2.6.1 to ASTM D3161, Class F and ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to 150 mph. Refer to Section 6 for installation requirements to meet this wind rating. 5.2.2 Classification by this method applies to buildings less than 60 feet high and with Wind Exposure B and C only in an Occupancy Category of I or II. 5.2.3 For buildings falling outside the constraints in 5.2.1 or 5.2.2, calculations by a qualified design professional in accordance with UL2390 / ASTM D7158 / ASCE 7 may be conducted for the specific project with data for the specific shingle. Reference: FBC 1609.5.2. Contact the shingle manufacturer for data specific to each shingle. 5.3 Wind Resistance (HVHZ): 5.3.1 Shall not be installed on roof mean heights in excess of 33 feet. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9B-72. 6. INSTALLATION: 6.1 Non-HVHZ: 6.1.1 Underlayment: 6.1.1.1 Underlayment shall be acceptable to Atlas Roofing Corporation and shall hold current FBC Approval, or be Locally Approved per Rule 9B-72, per FBC Sections 1507.2.3 and/or 1507.2.4. 6.1.2 Asphalt Shingles: 6.1.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, but not less than four (4) fasteners per shingle in accordance with the requirements of FBC Section 1507.2 or FBC Residential Volume Section R905.2. 6.1.2.2 Fasteners and fastener placement shall be in accordance with manufacturer's current published installation instructions. 6.1.2.3 Where the roof slope exceeds 20 units vertical in 12 units horizontal (166 -percent slope), special methods of fastening are required. Exterior Research and Design, LLC. Evaluation Report A12620.12.08 Certificate of Authorization #9503 FL9792-R2 Date of Issuance: 12/20/2010 Page 3 of 5 QOTRINITYIERD 6.2 HVHZ: 6.2.1 Shingles and Flashings shall be installed in accordance with RAS 115. 6.2.2 The manufacturer shall provide clearly written application instructions to be used in conjunction with RAS 115. Should a particular section of the installation instructions conflict with RAS 115, the requirements of RAS 115 prevail. 6.2.3 Nail placement requirements are as detailed below. 6.2.3.1 GlassMaster 25: 6.2.3.2 StormMaster Slate: Pinnacle 35 6.2.3.3 and StormMaster LM: 38° T- Nails 12" ' — iL5J8" 7J3 11 1" e 22-,81' Exterior Research and Design, LLC. Evaluation Report A12620.12.08 Certificate of Authorisation #9503 FL9792-112 Date of Issuance: 12/20/2010 Page 4 of 5 UTRINITYIERD ��s�!Fa!�I�gc�a'�. rit?''ar.."i�^%�•?�-'r'.`yM,��?(�,S`•'3STS`�r"N�r•`_�w�''?�: .. Nail through the double Byer area Wi''xY*} .,;. r. l� i a '"�::• ��'•��::''`'•"�.', rel 8. 6.2.3.4 Pinnacle HP , ,:� r t. N r �. kn't .; *, r : • i' Exposkidn 7 5W 7. LABELING: Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. For HVHZ, shingles shall be labeled in accordance with Miami -Dade requirements. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered by QA procedures 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A12620.12.08 Certificate of Authorization #9503 FL9792-112 Date of Issuance: 12/20/2010 Page 5 of 5 Florida Building Code Online Page 1 of l SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications I FBC Staff I SCIS Site Map I Links I Search ®Product Approval USER: Public User Product Approval Menu > Product or Aooh[ation Search > Application List :h Criteria Type Manufacturer Validated By R Version 2007 FL# ALL :atlon Type ALL Product Manufacturer Atlas Roofing iory ALL Subcategory ALL :ation Status ALL Compliance Method ALL :y Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ct Model, Number or NameALL Product Description ALL Ived for use In HVHZ ALL Approved for use outside HVHZ ALL t Resistant ALL Design Pressure ALL ALL Search Results - Applications FL# Type Manufacturer Validated By Status FL 792-R2 Revision Atlas Roofing Corporation John W. Knezevich, PE Approved History Category: Roofing (954) 772-6224 Subcategory: Asphalt Shingles FL11915-R1 Revision Atlas Roofing Corporation ohn W. Knezevich, PE Approved History Category: Roofing( 954) 772-6224 11 11 Subcatego : Underly menu 11 I -Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and, the Commission if necessary. i Department of Community Affairs Florida Building Code Online Codes and standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487-1824, Fax (850) 414-8436 ® 2000.2010 The State of Florida. All rights reserved. Privacy Statement I Copynaht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ®®®® - CC'l Slrll� VYrlfl/n TIYrtY4 I[Yt1T r http://www.flofidabuilding.org/pr/pr_app_lst.aspx 5/12/2011 EN PERMIT # _ �_ _ OFFICE O ' w I ra UV uUU UJUUN VuQ .0 '.JI Y Y V (7 Y N N S o aim aio6 cddcic c' v i o`_ 111 11 4 ai < mel i< 111 •t 111 11 © e •i 1i1 it A ul ,}8 VV VVVV VYV aci �� VVVuu YVV YV VU , >>j . ? da +a�aai eiuiai to J c 111 « {< o 7. 1i 11<1 1111 of -UVz 0 i \\ S \\ \ \\\ \ W(1 T X1 .y Y1 rINh '1)•'1Nti - OOv Nr)C•—,v c � .�� «nu�D— `rna+�' N`,7�H` n•ho- iO � u x u •r s,., .-�e -n .-)...ice F c�,o �n�� �n 7 a DV 7 u t LSA •"a `QJ \h«�h e! v . .,p r '\\ \_ r C' O C,O C Nm m NV, .7 Nh«rF •L .n.nv+ In ci Oul O nr��, Q1n �: D TION —�� = Florida Building Code Online Page 1 of 6 ,; lit ra SCIS Home Log In User Registration Hot Topics Submit surcharge stats d Fads Publications FBC Staff SCIS Site Map Unks search 1 �i Product Approval O Ijt p USER, Public User Product 3eorova1 Menu > Product or AotNrcaUon Search > Aoohcation List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated FL9266-R2 Revision 2007 Approved Florida Extruders International, Inc. 2540 Jewett Lane Sanford, FL 32771 (407)323-3300 Ext 334 jhoke@floridaextruders.com Jim Hoke jhoke@floridaextruders.com Jim Hoke 2540 Jewett Lane Sanford, FL 32771 (407)323-3300 Ext 334 jhoke@floridaextruders.com Bob Jones 2540 Jewett Lane Sanford, FL 32771 (407)323-3300 Ext 334 bjones@noridaextruders.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/05/2010 07/06/2010 Year 2005 —/—/— ov— r4lacnv7nnram—,ktfrF.V)(OwtT)niiT%2f2na%2b... 9/15/2010 Florida Building Code Online I Limits of Use Approved for use in HVHZ: No Date Pending FBC Approval 07/11/2010 Date Approved 08/10/2010 ry of Products Go to Page Page 2 of 6 0 0 Pagel/20 0 ! FL Model, Number or Name Description 19266.1 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC NI010264.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +55/-55 Installation Instructions Other: 1) H-LC55 52x90 FL9266 R2 11 SH FLEX20100 Nonlmnact InstallDwos.Pdf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2000 Ni RevO.Ddf j FL9266 R2 AE Product Evaluation Report No. 687 FEI SH2000 NI RevO. df Created by Independent Third Pa : Yes 9266.2 Milestone Series 2000 SH il Milestone Series 2000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC N1010264.08.PDF Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date 09/30/2014 Design Pressure: +50/-50 Installation Instructions Other: 1) H-LC50 52x90 FL9266 R2 II SH FLEX20100 Nonimpact InstallDwns.od Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2000 NI RevO.Ddf FL9266 R2 AE Product Evaluation Report No. 1687 FEI SH2000 NI RevO.Ddf Created by independent Third Party: Yes 9266.3 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Std -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC NI010264.09.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +45/-45 Installation Instructions Other: 1) H-LC45 52x90 FL9266 R2 II SH FLEX20100 NonImpact InstallDwas.Ddf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence ReDort No. 1687 FEI SH2000 NI RevO.Ddf FL9266 R2 AE Product Evaluation Report No. 1687 FEI SH2000 NI RevO.pdf Created by Independent Third Party: Yes 9266.4 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Std -Sill or Hi -Sill w/IG Glazing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC N1010264.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +45/-45 Installation Instructions Other: 1) H-LC45 52x83 FL9266 R2 I1 SH FLEX20100 Nonimpact InstallDwos.Dd Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2000 NI Rev0.Ddf FL9266 R2 AE Product Evaluation Report No. 1687 FE H N RevO. df Created by Independent Third Party: Yes 9266.5 Milestone Series 2000 SH :111, ilestone Series 2000 SH Aluminum Non -Impact Window ith Std -Sill Certification Agency Certificate FL9266 R2 C CAC NI010264.11.PDF U++_. //,, ,, ,,, il..r:.l ,h,.:1,7:.,., nrlr/nr/nr onn Afl Q/1 S/?.()1() Florida Building Code Online Page 3 of 6 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +45/-45 Installation Instructions Other: 1) H-LC45 52x71 FL9266 R2 II SH FLEX20100 NonImpact InstallDwas.od Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certlricate of Independence Report No. 1687 FEI SH2O00 NI RevO.Ddf FL9266 R2 AE Product Evaluation Report No. 1687 FEI SH2O00 NI RevO.Ddf Created by independent Third Party: Yes 9266.6 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL9266 R2 C CAC N1010264.03.PDF Quality Assurance Contract Expiration Date l Impact Resistant: No 09/30/2014 Design Pressure: +70/-70 Installation Instructions Other: 1) H-LC70 52x71 FL9266 R2 II SH FLEX20100 NonImpact lnstallDwas.Ddf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH 00 NI R v0. df FL9266 R2 AE Product Evaluation Report No. 1687 FEI SH2O00 NI RevO.pdf Created by Independent Third Party: Yes 9266.7 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC N1010264.10.PDF Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date 09/30/2014 Design Pressure: +60/-60 Installation Instructions Other: 1) H-LC60 52x71 FL9266 R2 II SH FLEX20100 NonImpact InstallDwas.Dd Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O00 NI RevO.Ddf FL9266 R2 AE Product Evaluation Report No. 1687 FEI SH2O00 NI Rev0.pdf Created by Independent Third Party: Yes 9266.8 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC N1010264.12.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +55/-55 Installation Instructions Other: 1) H-LC55 52x71 FL9266 R2 I1 SH FLEX20100 NonImpact InstallDwas.0 Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O00 Ni RevO.pdf FL9266 R2 AE Product Evaluation Report No. 11687 FEI SH2000 NI RevO.odf Created by Independent Third Party: Yes 9266.9 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Std -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC N1010264.13.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +45/-45 Installation Instructions Other: 1) H-LC45 52x71 FL9266 R2 11 SH FLEX20100 Nonimpact,installDwas.0f Verified By: Robert). Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FET SH2000 NT RevO.pdf FL9266 R2 AE Product Evaluation Report No. 1687 FEI SH2O00 NI RevO. df Created by Independent Third Party: Yes 9266.10 Milestone Series 2000 SH Imilestone Series 2000 SH Aluminum Non -Impact Window 1---.//...••.••• 41-:.1,t+ ;1A; -m nrn/»r/nr •ann rill AcnY7»arat»=wC'TF.VXOwtDouT%2f2na%2b... 9/15/2010 r lorida Building Code Online Page 4 of 6 onn .lfl ... 9/15/2010 with Std -Sill j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC NI010264.14.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +40/-40 Installation Instructions Other: 1) H-LC40 5201 FL9266 R2 II SH FLEX20100 NonIm act InstallDw s. d Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O00 NI RevO.pdf I FL9266 R2 AE Product Evaluation Report No. 687 FEI SH2000 NI Re df j Created by Independent Third Party: Yes j 9266.11 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window j Limits of Use with Std -Sill Certification Agency Certificate j Approved for use in HVHZ: No FL9266 R2 C CAC NI010264.15.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +35/-35 Installation Instructions Other: 1) H-LC35 5201 FL9266 R2 II SH FLEX20100 Nonimpact InstallDwas.Dd Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 I Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O00 NI Rev0.Ddf FL9266 R2 AE Product Evaluation Report No. 1687 FEI SH2O00 NI RevO.pdf Created by Independent Third Party: Yes 9266.12 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL9266 R2 C CAC NI010264.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +65/-65 Installation Instructions Other: 1) H-LC65 5201 FL9266 R2 11 SH FLEX20100 NonImpact InstallDwos,Dd Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports i FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O00 NI RevO.pdf FL9266 R2 AE Product Evaluation Report No. i 1687 FEI SH2O00 NI RevO.Ddf 9266.13 Milestone Series 2000 SH Created by Independent Third Party: Yes Milestone Series 2000 SH Aluminum Non -Impact Window with Std -Sill or Hi -Sill Limits of Use Certification Agency Certificate ! Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9266 R2 C CAC N1010264,16.PDF Quality Assurance Contract Expiration Date j Impact Resistant: No 09/30/2014 Design Pressure: +30/-30 Installation Instructions i Other: 1) H-LC30 52x71 FL9266 R2 II SH FLEX20100 NonImpact in t IIDw s. d Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O00 NI RevO.Ddf FL9266 R2 AE Product Evaluation Report No, i 1687 FEI SH2O00 NI RevO.Pdf Created by Independent Third Party: Yes ! 9266.14 I Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window ! i with Std -Sill j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC NI010264.17.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +45/-45 Installation Instructions Other: 1) H-LC45 52x71 FL9266 R2 II SH FLEX20100 Nonlmpact InstallDwas.Dd Verified By: Robert J. Amoroso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FE) SH2O00 N1 Rev0.pdf FL9266 R2 AE Product Evaluation Report No. I onn .lfl ... 9/15/2010 Florida Building Code Online Page 5 of 6 httD://www.floridabuildinp-.orp-/pr/pr app dtl.aspx?param=wGEVXOwtDquT%2f2na%2b... 9/15/2010 1687 FEI S 200 NI Rev0.pdf Created by Independent Third Party: Yes 9266.15 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with HI -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9Z66 R2 C CAC N1010264.05.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 i Design Pressure: +55/-55 Installation Instructions Other: 1) H-LC55 52x71 FL9266 R2 11 SH FLEX20100 NonImpact InstallDwos.od Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 i Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O00 NI RevD.Ddf i FL9266 R2 AE Product Evaluation Report No, 1687 FEI SH2O00 NI RevO.pdf Created by Independent Third Party: Yes i 9266.16 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Std -Sill j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC N1010264.20.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +45/-45 Installation Instructions j Other: 1) H-LC45 52x62 FL9266 RZ II SH FLEX20100 NonImpact InstallDwas.pd Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O0D NI RevO.pdf i FL9266 R2 AE Product Evaluation Report No. 3687 FEI SH2O00 Ni RevO.Ddf Created by Independent Third Party: Yes 9266.17 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Hi -Sill i Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC N1010264.06.PDF j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +60/-60 Installation Instructions Other: 1) H-LC60 52x62 FL9266 RZ 11 SH FLEX20100 NonImpact In allDw d Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes ! Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O00 Ni Rev0.pdf i i FL9266 R2 AE Product Evaluation Report No. 1687 FEI SH2000 NI RevO. df ! Created by independent Third Party: Yes 9266.18 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC N1010264.18.PDF ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/30/2014 Design Pressure: +55/-55 Other: 1) H-LC55 52x62 Installation Instructions FL9266 RZ II SH FLEX20100 NonImpact InstailDwcis.pd Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes j Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. 1687 FEI SH2O00 NI RevO.pdf FL9266 R2 AE Product Evaluation Report No. 1687 FEI SH2O00 NI Rev0.ydf Created by Independent Third Party: Yes 9266.19 Milestone Series 2000 SH Milestone Series 2000 SH Aluminum Non -Impact Window with Hi -Sill Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL9266 R2 C CAC N1010264.19.PDF Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date 09/30/2014 Design Pressure: +50/-50 Installation Instructions Other: 1) H-LC50 52x62 FL9266 R2 II SH FLEX20100 Nonlmoact InstallDwos.Dd Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes httD://www.floridabuildinp-.orp-/pr/pr app dtl.aspx?param=wGEVXOwtDquT%2f2na%2b... 9/15/2010 Florida Building Code Online Ilestone Series 2000 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: 1) H-LC45 52x62 Page 6 of 6 Evaluation Reports FL9266 R2 AE Certificate of Independence Report No. Milestone Series 2000 SH Aluminum Non -Impact Window Nith Hi -Sill Certification Agency Certificate FL9266 R2 C CAC N1010264.21.PDF Quality Assurance Contract Expiration Date 09/30/2014 Installation Instructions FL9266 R2 II SH FLEX20100 Nonimpact lnstallDwas.i Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports Ill I Created by Independent Third Party: Yes 11 Go to Page 0 0 0 Page 1/ 2 0 0 Batk Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 5humard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414.8436 ® 2000.2010 The State of Flonda. All nghts reserved. Pnvacv Statement I Copvnaht Statement I ACCeSsiblllty Statement I Plug-in Software I Customer Service Survey 1 Contact Us Product Approval Accepts: ® li--offiliCrat M -wcuritv.,U 1 Kit . v.,ntaw rrsu.4 httn://www.floridabuildine.or2/nr/nr am) dtl.asnx?naram=wGFVXOwtDouT%2f2na°/n2h... 9/15/2010 a N N LO J Li �m V W R` g 'gig Wg gQ QN. N 8� �OO �� E HRjRojj•Ci' ��'•'u u3 0= o j!j g z a 3ia\�� k1N 3 n g g i L�"•iSW5�� e,�%WFn�n G=.,'¢< ohm_ o Qi� r om�SQy�� 1.1. � S"'�q OR �S�S g�k' XYi�b�CI�SY35iSm�C3 �3'30oFB Y i a O lid 14Z go J � n to 0. 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" •^ ��� FI^ � C=i >y my NSR r'NI X04 =VC° NZZf1Zn i IN +� Nmgc 4 ^^I ~ A 8 x m � a _ � s 0 °s w \ \ t D D r i � Nm �= _• D �o � � z a1 0 W 4 1 a�a�e ^ V i li � • M V . = x N [ FC u FCci 1•+ ccs iic$ iFF it=xx � �� F r[ D= ar= Tir. ££ �vvob . ^ a � p o 0 R N m � � N s cm F v o g` tl � ac y N � a�1p1s Florida Building Code Online Page 1 of 4 r�r BPS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Publications I PBC Stall I Bcis Site Map I Unks I Search ®Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Lill > Application Detail FL # FL11522-R1 Application Type Editorial Change Code Version 2007 Application Status Approved Comments Archived ❑ Product Manufacturer Overhead Door Corporation Address/Phone/Email 2501 S. State Hwy. 121, Suite 200 Lewisville, TX 75067 (469)549-7031 mark—sawicki@overheaddoor.com Authorized Signature MARK SAWICKI mark_sawicki@overheaddoor.com Technical Representative Mark Sawicki Address/Phone/Email 2501 S. State Hwy 121, Suite 200 Lewisville, TX 75067 (469)549-7031 mark—sawicki@overheaddoor.com Quality Assurance Representative Carol Currence Address/Phone/Email One Door Drive P.O. Box 67 Mt. Hope, OH 44660 (330)763-8091 ccurrenc@wayne-dalton.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who John Scates developed the Evaluation Report Florida License PE -51737 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2011 Validated By Kurt Dietrich PE M Validation Checklist - Hardcopy Received Certificate of Independence FL11522 R1 COI Scates Letter Independences.odf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 Equivalence of Product Standards http://www.floridabui lding.orglprlpr_app_dti.aspx?param=wGEVXQwtDqudhLg8eDpZIB... 5/12/2011 Florida Building Code Online Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/26/2010 10/27/2010 11/04/2010 12/07/2010 Page 2 of 4 Summary of Products FL # Model, Number or Name Description 11522.1 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 RI II 409783f s.odf Approved for use outside HVHZ: Yes FL11522 R1 11 410760s.odf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410760, 10' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 RI AE Eval Rent Model 281s.odf Created by Independent Third Party: Yes 11522.2 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 II 409783f s.ndf Approved for use outside HVHZ: Yes FL11522 R1 11 410761s.odf Impact Resistant: No Verified By: John Scale 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410761, 12' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL31522 111 AE Eval Rent Model 281s.odf Created by Independent Third Party: Yes 11522.3 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 11 409783f s.odf Approved for use outside HVHZ: Yes FL11522 RI 11 410762s.odf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410762, 12' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 RI AE Eval Rent Model 281s.odf Created by Independent Third Party: Yes 11522.4 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 II 409783f s.odf Approved for use outside HVHZ: Yes FL11522 R1 11 410763s.odf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410763, 12' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 RI AE Eval Rent Model 281s.odf Created by Independent Third Party: Yes 11522.5 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 300/30R/200/550 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11522 R1 11 409783f s.odf Approved for use outside HVHZ: Yes FL11522 R1 II 410766s.ndf Impact Resistant: No Verified By: John Scates 51737 Design Pressure: N/A Created by Independent Third Party: Yes Other: Drawing 410766, 18' Max Wide. Reference Evaluation Reports Construction Drawing for Design Pressures FL11522 R1 AE Eval Rept Model 281s.odf Created by Independent Third Party: Yes 11522.6 Residential Sectional Garage OHD Series 188/189/281/381, GENIE Series GDS Doors 1300/30R/200/550 http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqudhLg8eDpZ]B... 5/12/2011 0 (Validator / Operations Administrator) MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030 Attn: Rick Sawdey PERMIT# ll-ls4 AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION OFFICE The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/I.S.2/A440-05 SD-R35-4616x2032(182x80) CODE SERIES MODEL & PRODUCT COMPANY AND PLANT LOCATION MAXIMUM SIZE TESTED NO. DESCRIPTION MI Windows & Doors, Inc. FRAME PANEL 70412e' Ave. MTL-9 420/42P/430 4616 mm x 2032 mm 1537 mm x 2007 mm Smyrna, TN 37167 (AL)(OXX)(CG)(ASTM) X)(C )(AST ) (157" x 6'8") (51" x 67") 2. This Certification will expire December 10, 2012 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 86109.04-109-47 Date of Report: January 29, 2009 Date: February 16, 2009 Cc: AAMA JGS ACP -04 (Rev. 8/06) Validated for Certification ,h, Aoci ted Laboratories, Inc. Authorized for Certification America rchite�al Manu actuurr+ers As 0 Z O F w J w x:5o o 15 _ o EYi�a=o • o vd�c ".Lo,�L c o �'�"O s s 0� c �3C ^ E o ow d3 .3,01 v.£ �yoc °gvo" �vvv 5 VL av L� O V 03'7 O O OL V .V. O . '; i V fa P v 0 O 0, C �� V p C .� : u �S •� o.c o�o�` c 0IE V 0Cf.- me o.c•o �ucc o; cE0E'y- cvo�3 a ow� 2v°�$ �n�L �� ��03 V `+ �^ O W L LOO v��L 00 C'Vy VO N3 opo .' ow E a c geK'? w�� yunue' �.V.� v V LW O. O ';S� G 3 V0/ V. C C C o � �+ ���� o� c c E o' Q Z.v 0 e o� �� a �v o Q$ dri Dv c V c 3 �A E•-mn ow:�c oc a;cw.yaD Ngo 8 u ro Ep $ a o� �•n L °$ K�€1 E E LY 0 nv*a 0. E v OL 2 q m V. ` # N M; 0 N V a0i O; O VI U r C` 0 O � N O O z 0 VEi O i r r, v ori 40 O O C a E Q E0. LLI H Y CLl C U m 4ti T `' N V N X C O d C �o 3 It m m E k 0. Y 7 U 8 z 2N a ! O W 2 N N W M I M _ N W o W J O _ WJ Z o a U O O 0. I W 0. Q Z N N W Q 00 Q. W N Vl KV Z C cza W G ZW Q y�j -+ N O 5 Z � o z O O v� z CL Q. (M w �a N N v V_ m m E k 0. Y 7 U Florida Building Code Online Page 1 of 2 , un SCIS Home I Log In I User Registration Hot Topics Submit surcharge I Stats a Facts Publications I FOC staff I SCIS site Map I unks I Search Product Approval USER: Public User Product Approval Menu > Product Or ADDNcaIIOn search > Application lis[ > Application Detail FL # FL11956-R1 Application Type Revision Code Version 2007 Application Status Approved Comments Archived ❑ Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@mlwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE © Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S. 2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 04/27/2009 04/27/2009 04/29/2009 06/09/2009 http://www.floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYIeb4opOD... 5/12/2011 Florida Building Code Online Page 2 of 2 Summary of Products FL * Model, Number or Name IlDescription 11956.1 420/42P/430/43P/440/44P 182 x 96 Pocket frame and regular frame. Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11956 R1 C CAC APC 420-430-440 SGD Dec 08.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/26/2012 Design Pressure: +25/-25 Installation Instructions Other: SD -R25 FL11956 R1 11 420-430-440 SGD Tapcon Instr - Fastener Schedule.ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by independent Third Pa 11956.2 420/42P/430/43P/440/44P 146x96 Pocket frame and regular frame. Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11956 R1 C CAC APC 420 -42P -430 -43P -440-44P PD Approved for use outside HVHZ: Yes OXX 146X96 LC40 86109.03-109-47.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 12/10/2012 Other: LC -40 Installation Instructions FL11956 Rl 11 Installation Instructions - 420 OXX 146 x 96 AS TESTED.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11956.3 420/42P/430/43P/440/44P 182 x 80 Pocket frame and regular frame. Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI1956 RI C CAC APC 420 -42P -430 -43P -440-44P PD Approved for use outside HVHZ: Yes OXX 182X80 R35 86109.04-109-47.adf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 12/10/2012 Other: SD -R35 Installation Instructions FL11956 R1 II Installation Instructions - 420 OXX 182 x 80 AS TESTED.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bask Next Department of Community Affairs Florida Bul/diny Code Online Codes and Standards 2SSS Shumard Oak Boulevard Tallahassee, Ronda 32399.2100 (850) 487.1824, Fax (8S0) 414.8436 0 2000-2010 The State of Florida All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ®®.® smurit ii-noo V-lere. - TraatadNam •r..... http://www.floridabuilding.org/prIpr_app_dti.aspx?param=wGEVXQwtDgsxYIeb4opOD... 5/12/2011 PERMIT # /f - rro G OFFICE 14M 2--5 -rct\) k+5/o 4),w? vj- Sc&n �,W 6 1 w FLOOR PLAN SCALE - V4* -r -W Bedrm 3 W -r. W.V W.V. W.V Great V-01RH YrraFm wt. lolu *..,.Ml -w vo/w cla v'ix S JvAl /r? 3'-p' 3*-$ Y-0- I 1w" Mw N 10 at Aa to r 2 Av, 11.1 0 r W.V V&*Ad Cla ME ME Bs&m 12 V-0 PAI D, 6* -4' E10 W.W. Ur SI -0. out Fwch in Ga age Yr Fbi 14M 2--5 -rct\) k+5/o 4),w? vj- Sc&n �,W 6 1 w FLOOR PLAN SCALE - V4* -r -W PERMIT # 4 M I A M DDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld-Wen 3737 Lakeport Boulevard Klamath Falls, OR 97601 OFFICE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Jeld-Wen Steel, Steel Edge Door in an Adjustable Steel Frame (in -swing) APPROVAL DOCUMENT: Drawing No. S-2083, titled "Y x 7' Opaque, 1. S. Steel Door in Adjust. Frame, sheets 1 through 5 of 5, prepared by PTC, LLC. dated 01/16/01 and last revised on 02/21/07, Signed on 03/13/07 by Eric S. Nielson, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 01-0122.10 and consists of this page 1, Evidence page E1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P. E. NOA No. 07-0314.04 Rk -9-119 Expiration Date: April 25, 2012 1 Approval Date: May 17„ 2007 NW V'�'l Page I Jeld-Wen NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S-2083, titled "3' x 7' Opaque, I. S. Stcel Door in Adjust. Frame, sheets l through 5 of 5, prepared by PTC, LLC. dated 01/16/01 and last revised on 02/21/07, Signed on 03/13/07 by Eric S. Nielson, P. E. B. TESTS 1. Test report on l) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94(Not tested) 4) Large Missile Impact Test, SFBC PA 201-94 5) Cyclic Loading Test, per SFBC PA 203-94 along with marked -up drawings and installation diagram of single outswing opaque steel doors, prepared by Certified Testing Laboratories, Test Report No. CTLA641W, dated January 05, 2001, signed and sealed by Ramesh Patel, P.E. (This test report has been revised by addendum letter dated August 23, 2001, issued by CTL and signed and sealed by Ramesh Patel, RE). C. CALCULATIONS (Original in rde#01-0122.10) 1. Anchor verification calculations, dated 02/19/07, 2001, prepared by PTC LLC, signed and sealed ON 03/05/07 by Eric S. Nielson, P. E., D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Letter of conformance to 2004 Florida Building Code an d no financial interest, dated 03/05/07 signed & sealed by Eric S. Nielson, P. E. 2. Letter of submittal dated 03/06/07 by Jeld Wen, signed by Mr. S. Saffel 3 Statement letter of compliance, as part of test report, issued by Certified Testing Laboratories, Report No. CTLA641W, signed and sealed by Ramesh Patel, P.E. 4 Addendum letter dated August 23, 2001, issued by CTL and signed and sealed by Ramesh Patel, P.E. F. OTHER 1. None 4uk�AA Mohammed lgbal Shaikh, P. E. 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Mc on6U� nRINIz Avid sc scI ZKCK Z�Z F T N h r N b^ m g N• 7 h 0� 1 e n m A N N N N N N N N N N n h n n n n F > ® Z —ior— p r o r W T g T z a C, I N 3 N 1 In p N O +O h t0� o n c 116 N N O J h h W I 7 N "To in, 00 8 m O N O N �r* -" _ Jam— I W '• 0 0 m O \N W N "1 m C; .r.,I 3 - r7 h + O p i O W J 3N to o o W �3 h m W �p U C WW- N _r N O m ..7 N "� n N H C I � N � 1p N �^� d '4 N Lo � ' O Vmf W O I iD m o O FFF"��� N 1UA Florida Building Code Online Page l of 3 Un =am rk 11 1 9 111115 Wrrlln M__ BGS Home I lag In I User Registration Hot Topics Submit Surcharge I Stats & Facts Publications PBC Staff SCIS Site Map I Unks I Search Product Approval USER: Public User Product Approval Menu > ProdUQ Or ADphcallOp Search > Application Us[ > Application Detail FL # FL11140 Application Type New Code Version 2007 Application Status Approved Comments Archived ❑ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext 2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS -201 1994 TAS -202 1994 TAS -203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabui lding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgttaGsip3GvurJ... 5/12/2011 ,Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 07/21/2008 07/23/2008 07/28/2008 09/15/2008 Page 2 of 3 Summary of Products FL * Model, Number or Name Description 11140.1 Steel, Steel Edge In Adjustable 3'-0" x 7'-0", Opaque, Single Door, In -swing Metal Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11140 RO C CAC 07-0314.04.pdf Approved for use outside HVHZ: Yes FL11140 RO C CAC 2007 Compliance Letter S. TAS - 201.2.3.PDF Impact Resistant: Yes Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 04/25/2012 instructions as stated on NOA. Installation Instructions FL11140 RO 11 07-0314.04.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11140.2 Steel, Steel Edge in Adjustable 3'-0" x 7'-0", Opaque, Single Door, Out -swing Metal Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11140 RO C CAC 07-0314.05.pdf Approved for use outside HVHZ: Yes FL11140 RO C CAC 2007 Compliance Letter S. TAS - 201.2.3.PDF Impact Resistant: Yes Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 04/25/2012 instructions as stated on NOA. Installation Instructions FL11140 RO If 07-0314.05.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11140.3 Steel, Steel Edge in Metal Frame 6'-0" x 6'-8", O a ue, Sin le or Double Door, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11140 RO C CAC 07-0509.05.0 Approved for use outside HVHZ: Yes FL11140 RO C CAC 2007 Compliance Letter S TAS - 201.2.3.PDF Impact Resistant: Yes Design Pressure: +55/-55 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 06/13/2012 instructions as stated on NOA. Installation Instructions FL11140 RO 11 07-0509.05.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11140.4 JSteel, Steel Edge in Metal Frame 6'-0" x 6'-8", Opaque, Single or Double Door, Out-iREEI Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11140 RO C CAC 07-0509.07,pdf Approved for use outside HVHZ: Yes FL71140 RO C CAC 2007 Compliance Letter S. TAS - 201.2.3.PDF Impact Resistant: Yes Design Pressure: +55/ 55 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 06/13/2012 instructions as stated on NOA. Installation Instructions FL11140 RO lI 07-0509.07.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11140.5 JISteel, Steel Edge In Metal Frame 3'-0" x 7'-0", Opaque, Single Door, Out-swin Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11140 RO C CAC 07-0509.07.pdf Approved for use outside HVHZ: Yes FL31140 RO C CAC 2007 Compliance Letter S. TAS - 201.2.3.PDF Impact Resistant: Yes Design Pressure: +80/-80 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures 06/13/2012 instructions as stated on NOA. Installation Instructions FL11140 RO 11 07-0509.07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: http://www.floridabui lding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvurJ... 5/12/2011 ,Florida Building Code Online Page 3 of 3 Bach Neil Department of Community affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487-1824, Fax (850) 414.8435 ® 2000.2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I PNB -m Software I Customer Service Survey I Contact Us Product Approval Accepts - CK WE scar :i V-1319.rI•rI.0 •1111 V 1 h"p://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgttaGslp3GvurJ... 5/12/2011 Evaluation Reports Created by Independent Third Pa 11140.6 JISteel, Steel Edge In Metal Frame T-0" x T-0", Opaque, Single Door, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11140 RO C CAC 07-0509.05.odf Approved for use outside HVHZ: Yes FL11140 RO C CAC 2007 Compliance Letter S. TAS - 201,2.3.PDF Impact Resistant: Yes Design Pressure: +80/-85 Quality Assurance Contract Expiration Date Other: Product must be installed per manufactures06/13/2012 instructions as stated on NOA. Installation Instructions FL11140 RO 11 07-0509.05-ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bach Neil Department of Community affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487-1824, Fax (850) 414.8435 ® 2000.2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I PNB -m Software I Customer Service Survey I Contact Us Product Approval Accepts - CK WE scar :i V-1319.rI•rI.0 •1111 V 1 h"p://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgttaGslp3GvurJ... 5/12/2011 RECEIVED - JUL 13 2011 k fes) BY: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: // — /S_0�¢ Documented Construction Value: $ 2 / �fU 0 Job Address: �2 0 3 4i - / 41- 'f` <7 . Historic District: Yes ❑ N Parcel ID: 3 S- f6 - 3 0•- so 3 - 00 v0 D Yl /j Zoning: \ Description of Work: -Z- tv L(i i ii i ti 0 % - Af A0 A N A Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information ;� Name/' T�/Li /' l� CT/�- �G D < Phone: 32 l - -Z 2 - Street: Street: ��ZD S'A1)1SG G it.f^ G j%L Fax: (_1; (0 7) ` /A� City, State Zip: �XG4%.ti Jy � G : 3 Z 2�i0 State License No.:�' � — l 3 O U Name: Street: City, St, Zip: Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: APER T INFORMATION Building Perm 1 LJ' Square Footage: Construction Type:/ OD 17/O^/No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Plumbing 0 C11)_A_ 15� New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm O No. of heads: 711-c Wbl�e ,5� fA eS .. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of M APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: 45> eif Signature of Contractor/Agent Date 14�)l//-Ci v A / r �t, o -It _!re r Print-contractor/Agent's Name 01A.// Signature Nq"te of Florid®EBBIE 8LAN70 a e °`f's Notary Public • State of Florida My Comm. Expires Feb 25. 2015 o... Commission N EE 60182 laI Bonded Through National Notary Assn. Contractor/Agent is Personally Known to Me Qr Produced ID Type of IDT6 t_C • )I 1 �� 3 WASTE WATER: A 0 -L CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD"m') 07/13/2011 PRODUCER Phone# 407-933-5944 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION LANGSTON INSURANCE SERVICES 3260 N. GREENWALD WAY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. KISSIMMEE, FL 34741 IMPOSE NO OBLIGATION OR LIABILITY OF ANY MIND UPON THE INSURER. ITS AGENTS OR POLICYEFFECTIVE INSURERS AFFORDING COVERAGE NAIC 11 INSURED INSURERA Bankers Commerical M & M ELECTRIC OF CENTRAL FLORIDA, INC PO BOX 721146 ORLANDO, FL 32872-1146 321-228-2832 INSURERS: Victoria Select Insurance INSURER C: INSURER O: INSURERE: Summit Insurance COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _NSR ADOLPOLICYNUMBER Msan TYPE OF INSIIRANCF- IMPOSE NO OBLIGATION OR LIABILITY OF ANY MIND UPON THE INSURER. ITS AGENTS OR POLICYEFFECTIVE POLICY EXPIRATIONDATE fMMAMIM LIMITS _Lm GENERAL LIABILITY EACH OCCURRENCE S 1 OOO 000.00 n S 100,000.00 COMMERCUILGENERALLIABILTf A CLMMSMADE D OCCUR 09-0005332924-0-04 07/18/11 07/18/12 MED EXP one pomn) $ 51000.00 PERSONAL &ADV INJURY f 1,000,000.00 GENERAL AGGREGATE S 2 000 000.00 GEN ' L AGGREGATE LIMITAPPLIES PER: PRODUCTS -COMPIOPAGG S 1 000 000.00 POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S ANY ALTO (Eo aooMm) RY S 100,000.00 ALL OvmEO AUTOS B SCNEOULEDAUTOS 3980369 05/05/11 05/05/12 (BO-w—� (PBODILY ddW)� S 300,000.00 HIREOAUTOS NON,0VVNE0AVT05 PROPERTY °""'�E pe $ 50,000.00 GARAGE LIABILITY AUTO ONLY -EA ACCIDENT S OTHER THAN EAACC S ANY AUTO AUTOONLY: AGO S EXCESSAIMBRELLALIABILIITY EACHOCCURRENCE S OCCUR CLAIMS MADE AGGREGATE $ i S DEDUCTIBLE S RETENTION S S ATU- OTH. WORKERSCOMPENSATION AND36 TORY IMITS ER E.LEACHACCIDENT S 100 000.00 E EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTNE 830-42735 07/29/10 7/29/11 w E.LDISEASE -EAEMPLOYEE S 100 000.00 OFFICERIMEMBEREXCLUDED? II►� OswIW un0or SPEGALPROVISIONSbelow E.I. DISEASE -POLICY LIMIT S 500 000.00 OTHER DESCRIPTION OF ODEA - T1ON$ t LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ELECTRICAL WORK - MISAEL GOMEZ 1999 FORD ALL MODELS 1FTPE2420XHA54725 2000 LEXUS RX300 JT6HF10U1YO142936 2005 CHEVRO ALL MODELS 1 GCHK23245F930462 f'FRTIc11^_ATF mni nFR r-ANCELL ATION City of Sanford SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE DIPBLATION 300 N. Park Ave. DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO NUUL 10 DAYS YIIUrrm Sanford, Fl. 32771 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO $O SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY MIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHORREDREPRESENTATIVE CARMEN E. PEREZ ACORD 25 (2001108) TyGG Earl K. Wood, Tax Collector Local Business Tax Receipt Orange County, Florida 'his local business tax receipt is in addition to and not in lieu of any other tax required by law or municipal ordinance. Businesses are subject to regulation of zoning, health and other jwful authorities. This receipt is valid from October t through September 30 of receipt year. Delinquent penalty is added October 1. "'ORIGINAL`•' 2010 EXPIRES 9/30/2011 1802-0040355 1802 REG ELECTRICAL CONTR $40.00 12 EMPLOYEES: 5000 BUSINESS OFFICE $30.00 5 EMPLOYEES P �D• C�� • MENESES OVILIO A TOTAL TAX $70.00 / PREVIOUSLY PAID $70.00 % TOTAL DUE $0.00 1� /! M & M ELCTRIC OF CENTRAL FLORIDA INC MENESES OVILIO A 4620 SADDLE CREEK PL 6923 NARCOOSSEE RD #629 ORLANDO FL 32829 U - ORLANDO, 32822 PAID: $70.00 22-007969 8/3/2010 This receipt is official when validated by the Tax Collector.