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HomeMy WebLinkAbout115 Meadow Blvd (2)CITY OF SANFORD PFRM1iff APPLICATION mit H : D / _I 1 Date: Address: 2007 J M Pi` W-F].vJ o V Z1 1 cription of Work: �QQ.K _ Qa2C _ _ __Tota! Syuare Footage C3 _ toric District: —140--Zoning:--lSe---1--- Value of \York: 5 ry, mit Type: Building Y Electrical ✓ Mechanical Plumbing Fire Sprinkler/Alarm Pool Aricai: New Service - A of AMPS Addition/Alteration Change of Servicc _ -fcmporary Pole chanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) mbmg/ New Commercial: It of Fixtures N of Water & Sewer Lines N of Gas Lines mbingfNew Residential: tt ofWaxer Closets Plumbing Repair - Residential or Commercial _ upancy Type: Residential �// Commercial Industrial istructioa Type: Jt of Stories: _/_ # of Dwelling Units: Flood Zone: (FFbiA form required ) + y iers Name & Address: -- -iPhone tractor Nmc & Address: P/Aib I1h1S 2 \ I I 1 n 0)n ae & Fac:LJDjT"31- ding Company: ress [gage Lender ress: titect/F,agincer rens: 3 �1� I State license Numberk�j,©� --t,/' utact Person: _, _Phone: 14' T -t T V Phone. fax ication 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 lice 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 it must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and CONDITIONERS, etc. IER'S AFFIDAVIT: i certify that ali of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING -E FOR IMPROVEMENTS TO YOUR PROPERTY_ IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN JRNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this ounty, and there may be additional permits required from other governmental entities such as water ptance of permit is verification that 1 will notify the owner of the property of the require o o ida Signature cwQwn`er/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date SignAofa or/Print s Naflt�� I TRISHA MARSHALL �"Q� `°o Rotary Public. State of Florida Z h C:iirr�missi!tn#I?Di63833 Owner/Agent is emo.nally Known to Me or My orr7m. e re Ma . 04, 2007 onrac�or/ en _ ProduredlD _ Produced to :OVALS: ZONING: U-fIL: FD: al Conditions: 3/2006 the public records of s, or federal agencies. f /0 7 ate Date ('a to ") Personally Known to Me r ENG: BLDG: 10 1•v(D `A NOTICE OF COMMENCEMENT Permit No. �✓ a �eParcel ID: ( { - 250 -- <D& -t000- Clloso State of Florida County of Seminole 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. of property: (legal description of the Yo iz '9i`3 • Da � —� ( 3 =3 1t1� �,1♦l���Nlt��1������NINII�I�I�q MRYMWLIR , CLERK OF CIRCUIT WAT SEMIMA-E V11M RK W597 Fury 1119; ilpq) CLERK'S #i 2007026802 ME4DFD &OP.1/ 7 10:41:59 fX RMRDIMS FEES 10.00 RECORDED BY L kKinley street address if available 2. General description of improvement: 1, hANN LYII/n��- aLcou nK ARCUIT COURT 3. Owner Name and address: n� i,� [A V4ar�, IYI OftiRA Vy1 a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) 13(�A6 (Fj4Contractor Name and address:G1"to 5. Surety a. Name and address b. Amount of bond 6. Lender Name and address: -AIc 1t C Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Fjorida Statutes: _ i 4-: _ a. Name and address 0 _ 1 � 8. In addition to himself or herself, Owner designatesnari`1 ��t1 C�i tJ 0.of to receive a copy of the Lienor's Notice as provid d in Section 713.130)(b), Florida Statutes. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified)' t r i a Si ature of Owner Sworn to or ffrrme nd scribed before me this/ day of �u lJ '20 71 by S a � C I MENT PREPARED BYv Personally Known or Pro_ d ed Identi a-tiio�n, Typ of Identificatio Prod ed f - DO � �5� O Signature of o blic, State of Florida �,•ar°�kf, TRUDY J NAVAiD 60 MY COMMISSION # DD?60711 Commission Expir s: ;�� gXpl{tES: June 5, 2010 OF �� Flo�da Notary Sa"ce.com (407) 39MI5. THIS 14i - I NAME ADDR. ��`�l��ft 1 lti1xn INK, t .MiTeks '1 POWER TO PERFORM:" RE: 38378 - MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Site Information: Project Customer: PROF. HOME DESIGM Project Name: RIECH ADDITION Lot/Block: Subdivision: Address: 115 MEADOW BLVD. City: SANFORD State: SEMINOLE CO. 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: FBC2004ITP12002 Design Program: MiTek 20/20 6.3 Wind Code: ASCE 7-02 Wind Speed: 120 mph Floor Load: N/A psf Roof Load: 40.0 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. 1 Seal# 111429504 Job ID# 38378 Truss Name Date A i 12/19/06 12___1111429505 J38378G _ _12/19/06 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: Miller, Scott My license renewal date for the state of Florida 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 Chapter 2. 1 of 2 Scott W, Miller, FL Lic #58316 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Miller, Scott December 19,2006 Job Truss Truss Type Qty Ply 111429504 38$78 A SCISSORS 8 1 Job Reference (optional) ACCU-SPAN TRUSS-D.H., LONGWOOD, FL. 32750 6.300 s Jul 11 2006 MiTek Industries, Inc. Tue Dec 19 12:45:12 2006 Page - -2-0-0 6-5-0 11-10-0 17-3-0 23-8-0 25-8-0 2-0-0 6-5-0 5-5-0 5-5-0 6-5-0 2-0-0 Scale = 1:46.0 4 4x67= 5.00 12 3x4 3x4 3 5 9 N 5x8 = y 2 10 6 6 N 2X4 11 2X4 11 7 IO 1 3x6 = 2.50 12 3x6 = i 6-5-0 11-10-0 17-3-0 _ _23-8-0 _ r � 6-5-0 5-5-0 5-5-0 6-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.35 9-10 >798 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.58 9-10 >479 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.36 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 103 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-2-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1067/0-4-0, 6=1067/0-4-0 Max Horz 2=1 20(load case 5) Max Uplift2=-665(load case 5), 6=-665(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45, 2-3=-3285/1667, 34=-2388/1134, 4-5=-2388/1150, 5-6=-3285/1554, 6-7=0/45 BOT CHORD 2-10=-1507/3011, 9-10=-1511/3015, 8-9=-1287/3015, 6-8=-1286/3011 WEBS 4-9=-593/1448, 3-10=0/231, 5-8=0/231, 3-9=-858/655, 5-9=-858/667 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; Lumber DOL=1.25 plate grip DOL=1.25. 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 ANSI/TPI 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 665 Ib uplift at joint 2 and 665 Ib uplift at joint 6. LOAD CASE(S) Standard Scott W. Miller, FL Lie #58316 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 December 19,2006 WARNING - Verj fy design parameter and READ NOTES ON TNIS AND INCLUDED MITEK REPERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown /�'��j� �' is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the Mb� {�' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingvcaFaR,,.- fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION D a 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. v For 4 x 2 orientation, locate plates 0-1/16' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 0 W O U n_ O R �Ji_I(��k•1linla_�t r�, 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: Indicated by symbol shown and/or ESR -131 1, ESR -1352, ER -5243, 9604B, by text in the bracing section of the 9730, 95-43, 96-31, 9667A output. Use T, I or Eliminator bracing NER-487, NER-561 if indicated. 95110, 84-32, 96-67, ER -3907, 9432A BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. I, Industry Standards: ANSI/TPI1 : National Design Specification for Metal j Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 M O U CL O © 2006 MiTek@ All Rights Reserved "no° p 1 0 1 w, 8 k POWER TO PERFORM.' MiTek Engineering Reference Sheet: MII-7473 General Safety Dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSII. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint ocations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 1 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. J Job Truss Truss Type Qty Ply 111429505 38378 AG GABLE 1 1 Job Reference (optional) ACCU-SPAN TRUSS-D.H., LONGWOOD, FL. 32750 6.300 s Jul 11 2006 MiTek Industries, Inc. Tue Dec 19 12:45:13 2006 Page _ -2-0-0 6-2-14 11-10-0 17-5-2 23-8-0 25-8-0 2-0-0 6-2-14 5-7-2 5-7-2 6-2-14 2-0-0 Scale = 1:45.2 4x6 = 4 5.00 12 3 5 2 6 Li7 I 1H 3x6 = 9 8 3x6 = 3x4 = 5x6 = WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES), A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT. THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION. i 8-1-4 15-6-12 i _ 23-8-0 – - — -- ' 8-1-4 7-5-7 8-1-4 Plate Offsets X Y :[4:0-2-0,0-0-81, 8:0-3-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.10 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Verl -0.26 6-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 HOrz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 143 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-1-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=1067/0-4-0,2=1067/04-0 Max Horz 2= 121 (load case 5) Max Uplift6=-665(load case 6), 2=-665(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46, 2-3=-1806/962, 3-4=-1586/895, 4-5=-1586/896, 5-6=-1806/962, 6-7=0/46 BOT CHORD 2-9=-832/1595.8-9=-432/1091,6-8=-712/1595 WEBS 3-9=-338/383, 4-9=-282/538, 4-8=-282/538, 5-8=-338/383 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 11; Exp B; partially; MWFRS gable end zone; Lumber DOL=1.25 plate grip DOL=1.25. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 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 665 lb uplift at joint 6 and 665 Ib uplift at joint 2. Scott W. Miller, FL Lic #58316 MiTek Industries, Inc. LOAD CASE(S) Standard 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 December 19,2006 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 1UTEK REFERENCE PAGE MU -7473 BEFORE USE.to Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown j� ���� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the u�tl 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/TPII Quality Criteria, OSB -89 and BCSII Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION a 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1i,6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1 : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 1 2 TOP CHORDS 3 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. A\ General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSII. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 0 W 1 4. Provide copies of this truss design to the building O= designer, erection supervisor, property owner and U all other interested parties. C O 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 95110, 84-32, 96-67, ER -3907, 9432A © 2006 MiTek@ All Rights Reserved m a WIWI oiek" 14. bottom chords require lateral bracing at I u TT. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. POWER TO PERFORM.TM MiTek Engineering Reference Sheet: MII-7473 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that ESR -1311, ESR -1352, ER -5243, 9604B, specified. 9730, 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at NER-487, NER-561 spacing indicated on design. 95110, 84-32, 96-67, ER -3907, 9432A © 2006 MiTek@ All Rights Reserved m a WIWI oiek" 14. bottom chords require lateral bracing at I u TT. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. POWER TO PERFORM.TM MiTek Engineering Reference Sheet: MII-7473 C ON Lf - -3�_Q_n REVIEWED F SANF ORD ►,T,II DZ Ll GENERAL NOTES NOTAS GENERALES HAND ERECTION — LEVANTAMIENTOAMANO Trusses are not marked in any way to identify Los trusses no estan marcados de ningonmodo que Trusses 20' or -- _ n( Trusses 30' or the frequency or location of temporary bracing. identifique la frecuencia o localization de los arciostres less, support less, support ZA Follow the recommendations for handling, installing and temporary bracing of trusses. m (bracing) temporales. Use las remendaciones de mi instalaci6n y arriostre temporal de los trusses. Vea el fo dQ at peak. Spreader bar oitruss quarter points. 45 a 60 pies Refer to BCSI 1-03 Guide to Good Practice for BCS 1-03 Gufa de Buena Practica Maneio Instalaci6n Levante 60 a 80pies* Levante de 1" Handling, Installing &Bracing of Metal Plate uses Connected Wood Trsfor more detailed Data el y Arriostre de los Trusses de Madera Connectados mo del pito los trusses de 20 II ante, de mover los los cuartos de tramp los ® Avoid lateral bending. p�laacas_ityet la oaraasde MetaloMetaloara para mayor information. 111LLL��� �-- li II information. tap g' pies o menos. -- -- trusses de 30 Truss Design Drawings may specify locations of Los dibujos de disefio de los trusses pueden especificar I E Trusses up to 20' -1, pies o meri I F Trusses up to 30' i permanent bracing on individual compression las localizaciones de los arriostres permanentes en los Trusses hasta 20 pies Trusses hasta 30 pies members. Refer to the BC5I-B3 Summary miembros individuales en compresion. Vea la hoja resumen Ba los de los Sheet -Web Member Permanent Bracing/Web Reinforcement for more information. All other Qara arriostres permanentes y refuerzos miembros secundarins_(websl para mayor information. EI HOISTING — LEVANTAMIENTO permanent bracing design is the responsibility resto de arriostres permanentes son la responsabilidad del 0Hold each truss in position with the erection equipment until temporary bracing is installed and of the Building Designer. Disenador del Edificio. truss is fastened to the bearing points. i• The consequences of improper handling, installing n Sostenga sada truss en position con la gr6a hasta que el arriostre temporal este instalado y el and bracing may be a collapse of the structure, ti or "�f�'. truss asegurado en los soportes. worse, serious personal injury or death. EI resultado de un manejo, instalaci6n y arriostre Do not lift trusses over 30' by the peak. / inadecuados, puede ser la caida de la estructura o No levante del pito los trusses de mas de 30 pies. CONSTRUCTION LOADING — CARGA DE COON a6n pep, muertos o heridos. _ ® Do not proceed with construction until all bracing is securely Maximum !1r 4 and properly in place. for Materials on Trusses Greater than 30' - _ Mas de 30 Dies Banding and truss plates have sharp edges. Wear ® gloves whi r ,ndling and safety glasses when cutting bang Empaques 4 :' ,cas de metal tienen bordes afilad Us, ,uantes y lentes protectores cuando torte loser, f.ques. HANDLING - MANEJO f 71 Allow no more No permita mas LJ than 3" of deflec- de 3 pulgadas de tion for every 10 pandeo por sada 10 of span. pies de tramp. to 16 e to 61 T + ,.. to e 6 to if Pick L- .-r.;al Levante d: is cueldz LJ bundles at the superior IDs grupo tiro thorn. vcs-di ales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK 4 © Use special care in Utilice cuidado windy weather or especial en cl as near power lines ventosos o cerca de and airports. cables electricos o de 30' to 45' aeropuertos. 30 a 45 pies 1 8 pies m6ximo Spreader bar oitruss 6' o.c. max. 45 a 60 pies bundles, 60' to 80'* 4' o.c. max. 60 a 80pies* 4 pies maximo 1" f 7( Check banding Revise los empaques L"I prior to moving ante, de mover los bundles, paquetes de trusses. ® Avoid lateral bending. — Evite la Flexion lateral. /n Do not store No almacene �y unbraced bundles verticalmente los upright. trusses sueltos. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Tagline Toe -in - 60'orless �— Approx. 1/2 —1 truss length TRUSSES UP TO 30' TRUSSES HASTA 30 PIES BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANOS DE TECHO �7f I his bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. LJ F-,'. . e,odo de arriostre es para todo trusses excepto trusses de cuerdas pardlelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Lon stud de Tramp Es aciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies mdximo 30' to 45' 8' o.c. max. 30 a 45 pies 1 8 pies m6ximo 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies mbximo 60' to 80'* 4' o.c. max. 60 a 80pies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. "Consulte a un ingeniero para trusses de mas de 60 pies. 10 See BCSI-62 for TCTLB options. LJ Vea el BCCI -52 para las opciones de TCTL6. Refer to BCSI-B6 5Slrrmm y Sheet - Gable End Frame Bracing. Vea el ms-6Men BCSI-B6_A_ rlsstrerrlQst[e d� s ttiri PSi tru de teche un techo a dos aquas. �� Repeat diagonal braces. L� ! Repita los arriostres diagonales. QSet first five trusses with spacer pieces, then add diagonals. Repeat process on groups of four trusses until of trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales: Repita este procedintiento en grupos de cuatro trusses hasty que todos los trusses esten instalados. Spreader bar 1/2 to �I I 2) BOTTOM CHORD — CUERDA INFERIOR 2/3 truss length Tagline - TRUSSES UP TO 60' TRUSSES HAS7A 60 PIES Lateral braces 2x4x12' length lapped over two trusses. Locate Spreader bar Attach above or stiffback 10' o.Cc . mid -height max. I Spreader bar 2/3 to \ / �— 3/4 truss length —� �\ s Diagonal braces Ta gline ���GGG every 10 truss TRUSSES UP TO AND OVER 60' �� spaces (20' max.) TRUSSES HASFA Y SOBRE 60 PIES lo' -15' max. Some chord and web members not shown for clarity. BRACING - ARRIOSTRE ® Refer toC� SI -B2 Summary Sheet - Truss In<tdlla- tiQn and Temporary Bracing for more information. Vea el re56mn B SI -B2 - Instala ion dp Trusses y Arriostre Temporal para mayor information. Do not walk on unbraced trusses. No camme en trusses sueltos. Top Chord Temporary Lateral Bracing (TCTLB) QLocate ground braces for first truss direr` in line with all rows of top chord teri lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cads Una de las filas de arriostres laterales tempo ales de la cua .rda superior: Brace first truss well f before erection of additional trusses. min. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web 10'-15' max. same spacing as bottom chord lateral bracing every 10 truss spaces (20' max.) Some chord and web members not shown for clarity DIAGONAL BRACING IS VERY IMPORTANT iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 © Refer to BCSI-B7 Maximum lateral brace spacing Summary Sheet 10' o.c. for 3x2 chords - Temporary and 15' o.c. for 4x2 chords Permanent Bracing- or 15 _ Diagonal brace; for Parallel Chord IQ V _ every 15 truss spaces (30' max.) Trusses for more - � information.�4 Vea el resumen BCSIJ37 - Arriostre T y temporal v - Permanente de The end diagonal " -- izaA€4u€rds0> brace for cantilevered paralelas para mayor trusses must be placed Lateral braces informaci6n. on vertical webs In line 2x4xi2' length lapped with the support. over two trusses. INSTALLING - INSTALACION Gypsum Board 12" ( 7f Tolerances for Out -of -Plane. — Tolerancia p r., Wena de -Plano. 16" Asphalt Shingles LI Length —►I Max. Bow Max. Bow Max. Bow Truss Length . p Max. B �— Length — '�'— length ►f 3/4" 12.5' 7/8" 14.6' Q Tolerances for j FD/50 D (ft.) 1" 16.7' Out -of -Plumb. T 1/4" 1' 1-1/8" 18.6' Tolerancias para o II I1/2" 2' 1-1/4° tap g' Fuera-de-Plomada. 3/4" 3' 1-3/8" 22.9' o Plumb bob 1„ 4- 1-1/2" 25.0' 1-1/4" 5' 1-3/4" 29.2' r D/50 max -- { 1-1/2" 6' 2" 2_33.3' 1-3/4" 7- 2" CONSTRUCTION LOADING — CARGA DE COON ® Do not proceed with construction until all bracing is securely Maximum Stack Height and properly in place. for Materials on Trusses No proceda con la mnstrucci6n hasta que todos los arriostres esters colocados en forma apropiada y Segura. Do not exceed maximum stack heights. Refer to BCS! -64 5�mmary sheet - ons r ction Loading for more information. No exceda las maximas alturas recomendadas. Vea el resumen Material Height (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay The 3-4 tiles high BS5I-84 Carga de (: n rucGiQn para mayor Information. /(1 Do not overload small groups or single trusses. ~ lY No sobrecargue pequehos grupos o trusses individuates. Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses corno sea posible. TPPI n( Position loads over load bearing walls. LJ Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES mRefer to BCSI-BS Surpmii"heet - Truss Damage 3Ob5lte Modificatigns and Installation Errors, Vea el resumen BCSI B5 Da ion tr Modif a Tones en la Opra y Errores de Instalaci6n. Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. , i No torte, altere o perfore ningon miembro estructural de los trusses, a menos que este especificamente permitido en el dibujo del diseno del truss. © Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construcci6n o han sido alterados sin Una autorizacion previa del Fabricante de Trusses, pueden reducir o eliminar la garantia del Fabricante de Trusses. NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (if apphcatile) are ca- pable to undertake the work they have agreed to do on a particular project. The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are intended to ensure that the overall construction techniques employed will put floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood trusses are based upon the collective experience of leading technical personnel In the wood truss industry, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection/Installation Contractor It is not intended that these recommendations be Interpreted as superior to any design specification (provided by either an Architect, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, installing and bracing wood trusses and it does notpreclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erecbon/Installation Contractor. Thus, the Wood Truss council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. & 'Afr-�� WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE 6300 Enterprise Lane * Madison, WI 53719 218 N. Lee SL, Ste. 312 " Alexandira, VA 22314 608/274-4849 * www.woodtruss.com 703/683-1010 " www.tpinsLorg BIWARN11s17 20050501 r Legal Description: LOT 1b, MAYFAIR MEAZ?OWh Recorded in Plat Book 'tq Paged, 31-33 of the Public Records of GjEMINot_E County, Florida L01 04 h �D o .J C S_ LST 100 h h: .77T ,4A` SURVEYOR'S CERTIFICATION This is to certify that I have consulted the Federal Insurance Administration flood hazard boundary map and found that the building site on the above described pro- perty is not located in a special flood hazard area. I hereby certify that the survey represented on this map was made under my direction on the date shown based on the information furnished to me as noted and conforms to the MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA in accordance with CH. 21 HH -6, Florida Administrative Code and that there is no evidence on the ground of use of the property which might suggest a possible claim of easement other than those shown on the survey. The Surveyor has not abstracted the lands shown hereon for easements and/or rights of way of record. No underground installations orimprovements have been located except as noted. PaouNDAtzY hLJIZVEY Certified to Date: MA,,( 14, Ig001y Job No.: Scale: 25`10-q;I IN=ter LEGEND s = Iron Rod FP. ZZa o = Iron Pipe 0 = Conc. Monument O = Nail D Disc. x = Cross Cut Revised: Southeastern Surveying and Mapping Corp. 2601 WELLS AVENUE, SUITE 181 FERN PARK, FLORIDA 32730 CERT. NO. LB -2108 ZARY B. F REGISTERED P40.4245 .- `7