Loading...
HomeMy WebLinkAbout605 Magnolia Ave (2),�yy __ 1 CITY OF SANFORD PERMt f APPLICATION Permit #: Cir d� Date: A JoDAddress. O��+ %�/� MA>>' VF �esc-ription of Work: � A eo T Total Square Footage Historic District: Zoning: /'Z` iilue of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool ' Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood'Zone: (FEMA form required ) O.w•ners Name & Address: � Il D A tit; !" O w V� b Q� t l fT / y w j40 r ,Phone: 07 ' 32- Contractor Name & Address: State License Number: Phone & Fax: Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: j 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 ptior 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. I OWNER'S AFFIDAVIT:I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN I 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 p it is verificati KthatI noti/��thewnerroof the property of the requirements of Florida Lien Law, FS 713. G -J �` C i mature of Owner/Agent ate Signature of Contractor/Agent Date j Print Owner/Agent's Name Print Contractor/Agent's Name . r r Signature of Notary -State of F orida Date Signature of Notary -State of Florida Date FRBIE BtANTON Owner/Age =is r� son alt Ft -n 1 Produce -I MY MANS aRI 2007 Discount Assoc. Co. _ 1.800.3 -NO f FL Notary APPROVALS: ZONIN, UTIL: FD: Special Conditions: ���PPT Rev 03/2006 Contractor/Agent is _ Personally Known to Me or Produced ID EN � /lc` ' 0-1 BLDG: __b�v SPISW ©� a CITY OF SANFORD BUILDING DIVISION OWNERIBUILDER AFFI,DAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor_ The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within I year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.LC.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordin es, building codes, and zoning regulations. 4=1 do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Owner/Builder Signature Date Print Owner/Builder Name 0 Signature of Notary—State of Florida Date Owner is Personallo NQU1 B1.ANTON Produced ID MY COMMISSION # DD 188491 T*�P t -e ruary 25, 2007 1.800 -3 -NOTARY RL Notary Discount Assoc. Co. CITY OF.,SANFORD HISTORIC PRESERVATION BO,4RD APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS P.O. Box 1.788, Sanford, FL 32772-1788 Phone: 407 330-5672 Fax: 407 330-5679 TO: THE HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD, FLORIDA. ❑ Downtown Commercial Historic D tric-} ❑ Residential Hlstoric District 0 Tiais application is fUed iyi response to,a notice from the Code Enforcement Department, ADDRESS OF PROPERTY: Prokrty Qmer Signature: _- Print Name: Mailing Address:(NQS /j�6 /�_u�(/ Phone: bpi Co Fax: Anvlicant/Aasnt Signattne: Print Name: Mailing Address: — Phone: Fax: I certify that all informal' contained in this application is true and accurate o the best of my owl. ge. Applicant/Owner: Q o1 Date: Please use the attached criteria cheekli t as a guide to completing the appliealion. Incomplete applications cannot be 407-330-5672 to make sure our application is coir tete. fed to contact the preservation planner at reviewed and will be returned to ou for more information. You are encoura Lcscnption of rroposcd'work/Application Category: (Check all that apply ID Site Improvements/driveway/walkway C3Storage shed ❑ o Replacement windows or doors . • El Underskirting o k�} XNew construction/addidons o Signs o D o Roofs/gutters/downspouts'' , o A'C/Mechanical o Fe Q Replacement siding/flooring/porch D Paint ❑ Ot Completely describe'the entire soope of work: all changes in material, color or where on the property the work will occur and how, the work will be accompli: recommended. Attach addit''oral pages.Vnecessarv. .�-- ca)- nn y -t- el VM('k , ,.4 -i-r) ore._ —j g structures Oil s/Pergolas ion to the exterior of the building, For large.projects,`an itemized list is r% -al sz A Certificate of Appropriateness is valid for six months u�less otherwise noted OFFICIAL USE ONLY Historic Preservation Board Meeting Date: 61 Staff Review Date: Application is Approved ./ Approved with Conditions Denied Conditions: Signed:(<tTT�Yi�tEv� . — - -= - Date: ***This Certificate must be prominently displayed on the building when work is in progress*** F!\SHA_ENGWistoric Preservation Board\C of A Application.doc �1 26 2005 9:39RM City or w 1. Gen" Information Sanford Planning 407 330 5679 p.1 CITY OF SANFORD HISTORIC PRESERVATION BOARD CERTIFICATE OFAPPR OPRIATENESS APPLICATION FOR A VARIANCE. TO SCHEDULE S P. Dq Box. 1'/`.88, Sanford,- FL 32772-1188 Phone' 407 330-5572 Fax: 407 330-5679 C9MmeWjl fflgodt DisAric otork District 0 This application is tilled in response to a notice from the Code Enforcement Department ADDRESS OF PROPERTY: �D 0 S M a no 1 ialk- - , -A 1-d F� 3,�--77 / Pro nm � ' Signature: Print Name: lJ(a in , Mailing Address: ��Q/l7- t Phone: � � 3 � �i' Sa`i i Fax: qo 3a9 -$s q -2 _ Signature: _ Print Name.• Mailing Address - ?hone: Fax: I certify that all information contained in this application/is true and accurate to the best of my knowledge. Applicant/Owner. ,C dil�r ¢. k2 u/ /—� - Date: �S Please answer all The auestions on tiro appli"auu funn and submit all mquind`attaohrnente. Incomplete applir_atiw>+ cannot be ruviuwW awl hili t,o 1:Ot"ucd to you for mcro information. You are eneni,ra"gPd to r mart the preservnlicm pjamcr at 40.7 330-5672 to mako sura your application is complete. 2. Description of Proposed Variance: Please state what is required by the regulations, wnat you are proposing and the variance that is being requested: Required Proposed Variance .5 s bask _ --3 set 6c, S nerd +C t-it~c- {` o(ty,�c . ado ' 11'— LC4 e1 --A,.:_ M,A The variance approval is valid for six months unless otherwise noted ® FICIAL USE ONLY Historic Preservation Board Meeting Date: (� d Applicatloa Approved with Conditions _ Deaiad Conditims: Signed: — Date: F:\9HA_LNLt'kwWn0rreser--]DOM+il VwiwucApptiWiao.doo 1• ��c (,t4 I j i /i y/a 6 os .9:39nm Citi Of Sanford Planning 407 330 5679 p-2 3. Compliance with VarianciCrIteria (Section 7. E., Schedule S) Is Lhr'-ra an ;xtrcmc hardship (not including toss of profit)? YM D No Tf yes, please explain the nature of the hardship. 4W* 0S '" Ck /r, M,4t- tt in Or ouj' If no hardship exists, please describe how the proposal is consistent with the following criteria (use additional paper, if necessary): 04 The hardship is not self-created: Vs' 0 - The modification would not confer. the applicant a special privilege normally denied by this schedule to other properties in the district: The variance is consis"xnt with the architectural style of the structure: The variance is in harmony with the purpose and intent of Schedule S: F:\SH&FENG\fWux-kPrt&w"Bo&t&VuiaceApplicadon,doc 2. RE: 36712 - MiTek Industries, Inc. 1801 Massaro Blvd. Tampa, FI 33619 Site Information: Phone: 813/675-1200 Project Customer: MR. NEWTON Project Name: ADDITION Fax: 813/675-1148 Lot/Block: Subdivision: Address: City: State: SEMINOLE, ORANGE AN Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2004/TP1200 Design Program: MiTek 20/20 6.2 Wind Code: ASCE 7/02 Wind Speed: 120 mph Design Method: User defined Roof Load: 40 psf. nonconcurrent BCLL=10 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Job ID# Truss N me Date 1 IT1988781 136712 A 1/25/06 2 IT1988782 136712 1 AG 11/25/06 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Accu -Span. Truss Design Engineer's Name: Zhang, Guo-jie My license renewal date for the state of is February 28, 2007. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. 1 of 2 Zhang, Guo jie Guo-Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 January 25,2006 Job Truss Truss Type Qty y 71988781 136712 A SPECIAL 10 1 Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD, FL. 32750, DENNIS 6.200 s Oct 18 2005 MiTek Industries, Inc. Wed Jan 25 06:53:46 2006 Page 1 i -1-0-0 5-10-6 10-4-0 14-9-10 20-8-0 — 121-8-0 i 1-0-0 5-10-6 4-5-10 4-5-10 5-10-6 1-0-0 Scale = 1:37.6 4x6 = 4 4.00 12 3x4 3x4 3 5 9 5x8 = 2 ao 6 1 10 8 7 Io 0 2x4 I I 2x4 11 3x6 = 2.00 t2 3x6 = 5-10-6 10-4-0 14-9-10 20-8-0 r— 5-10-6 4-5.10 4-5-10 5-10-6 Plate Offsets X Y : [2:0-2-12,0-0-101, 6:0-2-12,0-0-10 LOADING (i SPACING 2-0-0 CSI DEFL in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.40 9-10 >611 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.65 8-9 >378 240 BCLL 10.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.33 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-10-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=887/0-3-0, 6=887/0-3-0 Max Harz 2=75(load case 3) Max Uplift2=-532(load case 5), 6=-532(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/18, 2-3=-3425/1809, 3-4=-2561/1266, 4-5=-2561/1276, 5-6=-3425/1746, 6-7=0/18 BOT CHORD 2-10=-1702/3230,9-10=-1703/3234.8-9=-1569/3234,6-8=-1569/3230 WEBS 3-10=0/191, 3-9=-871/631, 4-9=-570/1298, 5-9=-871/641, 5-8=0/191 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=18ft; TCDL=6.Opsf; BCDL=5.Opsf; Category Ii; Exp B; partially; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 532 Ib uplift at joint 2 and 532 Ib uplift at joint 6. LOAD CASE(S) Standard Guo-Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 January 25,2006 ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. ®®U Design valid for use only with MiTek connectors, This design is based only upon parameters shown, and is for an individual building component, Tampa, FL 33619 mums[ Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/ 1a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSI1. t 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c, -z c2 -s WEBS J. 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate �,� 3A 3 0 other interested parties. plates 0 - /1e" from outside �a6 U 4. Cut members to bear tightly against each other. edge of truss. O 0 a 5. Place plates on each face of truss at each joint and c7-8 c6-7 cs-s embed fully. Knots and wane at joint locations are BOTTOM CHORDS ® *This symbol indicates the regulated by ANSI/TPI1. _ required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. Software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHESTTO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. - PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9, Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 X 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/orBOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, SBCCI 9667, 9730, 9604B, 9511,9432A or less, if no ceiling is installed, unless otherwise noted. BEARING Indicates location where bearings 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior EV reaction section indicates joint approval of a professional engineer, number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. M iTek° DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 0 © 2004 Mitek® Connected Wood Trusses. Job Truss Truss Type Qty Ply T1988782 136712 AG GABLE 1 1 Job Reference (optional) ACCU-SPAN TRUSS, LONGWOOD, FL. 32750, DENNIS 6.200 s Oct 18 2005 MiTek Industries, Inc. Wed Jan 25 06:53:47 2006 Page 1 -1-0-0 5-6-14 10-4-0 15-1-2 20-8-0 21-8-0 i i r 1-0-0 5-6-14 4-9-2 4-9-2 5-6-14 1-0-0 Scale = 1:37.0 4x6 = 4 4.00 F12 3 5 2 6 ' 1 I 0 3x6 = 9 8 3x6 = 5x6 = 3x4 = 7-1-15 13-6-1 20-8-0 7-1-15 6-4-3 7-1-15 Plate Offsets (X,Y): [4:0-2-0,0-0-71, 9:0-3-0,0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.11 9 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.21 6-8 >999 240 BCLL 10.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=887/0-3-0, 6=887/0-3-0 Max Harz 2=76(load case 3) Max Uplift2=-532(load case 5), 6=-532(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/19, 2-3=-1917/1053, 3-4=-1686/929, 4-5=-1686/929, 5-6=-1917/1053, 6-7=0/19 BOT CHORD 2-9=-968/1767,8-9=-548/1212,6-8=-896/1767 WEBS 3-9=-331/353, 4-9=-269/527, 4-8=-269/527, 5-8=-331/353 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3 -second gust); h=18ft; TCDL=6.Opsf; BCDL=5.Opsf; Category ll; Exp B; partially; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable studs spaced at 2-0-0 oc. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 532 Ib uplift at joint 2 and 532 Ib uplift at joint 6. LOAD CASE(S) Standard Guo-Jie Zhang, FL Lic #47744 MiTek Industries, Inc. 1801 Massaro Blvd Tampa FL 33619 FL Cert.#6634 January 25,2006 ® WARNING - Verlfg design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1801 Massaro Blvd. ®�® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Tampa, FL 33619 Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component MiTek Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/a *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4� dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. � Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. diagonal and securely seat. or X bracing, is always required. See BCSII . 1 2 3 TOP CHORDS 2. Never exceed the design loading shown and never stack materials on inadequately braced trusses. c,-z cz-s WEBS c,, 4 3. Provide copies of this truss design to the building Ir° designer, erection supervisor, property owner and all * For 4 x 2 orientation, locate 0 other interested parties. plates 0 -/1a" from outside a �a6 " = 4. Cut members to bear tightly against each other. edge of truss. oo ° (.) IL 5. Place plates on each face of truss at each joint and c7-e c6-7 cs-s 00 embed fully. Knots and wane at joint locations are BOTTOM CHORDS _ *This symbol indicates the regulated by ANSI/TPI I . required direction of slots in 8 7 6 5 6. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI1. 7. Unless otherwise noted, moisture content of lumber shall * Plate location details available in MiTek 20/20 not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. - PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator. General practice 4 x 4 perpendicular to slots. Second is to camber for dead load deflection. dimension is the length parallel 10. Plate type, size, orientation and location dimensions to slots. CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and in all Indicated by symbol shown and/orBOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 respects, equal to or better than that specified. by text in the bracing section of the 12. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing spacing shown on design. if indicated. ICBO 4922, 5243, 5363, 3907 13. Bottom chords require lateral bracing at 10 ff. spacing, BEARING SBCCI 9667, 9730, 9604B, 9511, 9432A or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings U14 14. Connections not shown are the responsibility of others. (supports) occur. Icons vary but 15. Do not cut or alter truss member or plate without prior L�F reaction section indicates joint approval of a professional engineer. number where bearings occur. 16. Install and load vertically unless indicated otherwise. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. /� M iTeka DSB-89: Design Standard for Bracing. BCSII : Building Component Safety Information, Guide to Good Practice for Handling, tF, Installing & Bracing of Metal Plate © 2004 Mitek® Connected Wood Trusses. L_ F TO -L y.. coNT - A. 5� A A cv C9 ZX4 8 acKL, - Tod cu -0-u I 'WAF R, �.: ALL BEARING WALLS TO BE PLACED I J. L HUS26 'OTI CE! ! REVIEW ALL SPAN DIMENSIONS— —BRG WALLS I i PRIOR TO SETTING TRUSSES.. d.IS HGJ. 626-2 ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS� WALLS SHOWN ARE TO BE BEARING.. -- d SPe:�HGR I_ SIGNED APPROVAL:_X CCU SPAN A407-321-1440 BY: T,H PITCH: 4LOAD: SHINGLES . /H: 12" ABRG: BLOCK PRABHAKAR N. JAGTAP, P.E. Florida Reg. #31492 5890 Marlberry Drive Orlando, Florida 32819 Ph: 407-345-0010 Fax: 407-351-6929 TO P10 #SDsCL y.. coNT - 5� A cv C9 0 o� J J o� —1 J cu -0-u I 'WAF R, �.: ALL BEARING WALLS TO BE PLACED I J. L HUS26 'OTI CE! ! REVIEW ALL SPAN DIMENSIONS— —BRG WALLS I i PRIOR TO SETTING TRUSSES.. d.IS HGJ. 626-2 ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS� WALLS SHOWN ARE TO BE BEARING.. -- d SPe:�HGR I_ SIGNED APPROVAL:_X CCU SPAN A407-321-1440 BY: T,H PITCH: 4LOAD: SHINGLES . /H: 12" ABRG: BLOCK PRABHAKAR N. JAGTAP, P.E. Florida Reg. #31492 5890 Marlberry Drive Orlando, Florida 32819 Ph: 407-345-0010 Fax: 407-351-6929 MISINSTRUPn�rtt YKCr�` IA" tin. .co�mcrr�c:twmcsaraczwac� <.�c'���esa+wcsawwta�ce® Lc �i Ca n i�j, C, , Is �. NAME'l Et�'ANf 10.04_a MEW L� I:II�MT Lfi1 1T �1 ,, .Iv �, NOTICE OF CO_M- , IENCEME A D D RL :[NtlL CUM Permit No, it t1 X81 Pq � �t1`3; Qpg1 a — Ta State of Flerrda-- -' �` Y�'CC 93&7 County. of Seminole REMMU 0U09.12XW6 11:56:45 M REC1NIN6 FEES MAN) The undersigned hereby gives notice that improvement will be made to certain realproperty, a1 LAY nd holden with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. � n n. Q& 1=.. Description of property: (legal description of the property and street address if available) A-1� 0 � 3 �-� 7 1 General description of' provement: i;V-1 PO h T �J3s Owner information '4 Name and address (A � �i ra n r� Q Cs"L; 11� i (p p S � Gt q Y� O � L ce n v - b Interest in property 11_�c. Name and address of fee simple titleholder (Lf other than Owner) 4. Contractor a- Name and address b. Phone number Fax number 5. Surety a. Name and address 0 7 13 b. Phone number _ c. Amount of bond Lender a. Name and address Fax number b. Phone number Fax number Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.130)(a)7.,, Florida Statutes: a. Name and address b. Phone number In addition to himself or herself, Owner designates Fax number of to receive a -copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature ofLer Sworn to (or. affirmed) and subscribed bqfbre me this �_ day of M621<4 20 O (v b Personally Known OR Produced Identification Type of Identification Produced // - Signature of Notary Public S Florj*BBIE BLANTOtd Commission Expires: 'k9y COMMISSION # DD 188491 EXPIRES: February 25, 2007 1 -800 -3 -NOTARY FL Notary Discount Assoc. Co. CE1'IYHr rp Copp, W re -+"11 ✓. 7v CITY OF SANFORD DEMOLITION Building Division Acknowledgement A. Permit Application B. State Forms C. State Statutes/Contractor Licensing Public Works Acknowledgement A. Sidewalk Closing B. Street Use/Closing 1. Walkways — Protection — Width 2. Barricades — Protection — Width 3. Fencing — Protection — Width - Height 4. Curb Protection/Sidewalk Protection/Street 5. Storm Sewer Protection C. Dust Control Police Department Acknowledgement A. Traffic Control B. Crowd Control/Security Utility Department Acknowledgement A. Water, Sewer — Capped off, Sealed B. Water for Dust Control (Meter) Engineering & Planning Acknowledgement A. Historic District B. Zoning Issues Address of Job: c-3 / Additional Comments: cJ e 77'e �l R