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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ®NLY �ar P #: SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1 sr FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 111990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED RADON CODE AREA FEE REPORT HABITAqBLD:: (RADON PERMIT FEE LIBRARY. PUBLIC PUBIC BLD IMPACT IMPACT FEE IMPACT FEE CORRECTION FEE GENERAL PARKS IMPACT FEE SCHOOL ROAD CREDIT IMPACT IMPACT FEE FEE Y N LAW ENF IMPACT FEE FIRE/EMS DRIVEWAY Y IMPACT REQUIRED FEE N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY MECHANIC ROOF' SUBS ELECTRIC GAS REQUIRED PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING SUPERVISOR REVIEW REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED DATE COMPLETED �j�`r•, INITIALS DATE FILED: OFFCE�VSE �ONL�Y:✓ / � r-� � __ PLAN REVIEW' FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED h St. Lucie County Building and Zoning r 2300 Virginia Avenue t�Ri. SCANNED \� FL Pierce, FL 34982-5652 BY 772-462-1553 St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: Spanish Lakes 2. PROJECT NAME: P a i r W;=i V G SITE PLAN NAME: 3. PROPERTY TAX ID#: 1306-111-0001-000/0 4. LEGAL DESCRIPTION (attach extra sheets- if necessary): 6/7 34 39 all that part lying northeasterly of I-95 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Single family residence (Replacement home) � 1 11. SETBACKS (ACTUAL) FRONT: BACK: � � RIGHT SIDE: \V LEFT SIDE: _\O 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) 13 14. "R [X] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [g] RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: Same [I INTERIOR RENOVATION [ ] INDUSTRIAL SQ. FT OF CONSTRUCTION: /K\ofe 15. SF. FT 1st FLOOR: VALUE OF CONSTRUCTION: $ 51 . 000 - 00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is MOO or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: ADDRESS: 8000 S . US1 , Suite - CITY: Port St . Lucie fAePM`I STATE: FL ZIP: 34952 196 PHONE (DAYTIME): �I 7 J 8 7 8-5 513 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: PHONE (DAYTIME): (__) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG.CERT #: C G C 0 3 5 9 9 ST. LUCIE COUNTY CERT #: 08898 BUSINESSNAME: " Wynne Develo ment Corporation QUALIFIERS NAME: Matthew L 1 e Wynng- ADDRESS: 8000 S. US1, Suite 402 Port St. Lucie STATE: FL Zip; 34952 CITY: PHONE (DAYTIME): a 7 2 8 7 8- 5 51 FAX NO. 7 7 2- 8 7 8- 7 6 5 6 Email:. ARCHIT/ENGINEER: Braden & Braden ADDRESS: 41 / uoconuu ave . CITY: Stuart PHONE (DAYTIME): (7 7 a 2 8 7— 8 2 g R BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: FL STATE: STATE: ZIP: ZIP: EWORTANT NOTICE;. 011_1fn a permit is issued and it is not picked up within 6 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner. Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use.. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will. be done in pl with all applicable laws regulating construction and zon' O'W=NETZ OR Cb1VTRA; E rCONTRACT©R STATE OF FLORIDA STATE OF FLORIDA COUNTYOF St. Lucie COUNTYOF St. Lucie The foregoing instrument was acknowledged before me this 10 day of 20 , by Matthew LyleWynne who is personally known ,v or has produced identification. The foregoing instrument was acknowledged before me this 10 day of iT? /'F'Y . 20— a, by Matthew LYIe W)znna who is personally known ✓ or has produced as identification. Sig an ture of Nota Signature of ar P DOROTHY ANN HAFNER av a DOROTHY ANN HAFNER , �,"°"�a.� Commission No. _�• «= NotaryP �`�Mate of Florida _ 2 • Notary Pu tale of Florida e y Comm. P Yes Oct 2, 2012 Commission a'' • y ea�j N * Comm. xpires Oct 2, 2012 = 9F opt= Commission # DO 827096 ,FOFFtoP°�� Commission # DD 827096 Bonded Through National Notary Assn.""�����`' Bonded Through National Notary Assn. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. T6904 Parke 3WN East Blvd. 62' GRAND CAR TEI III 'PORCH Model: M11: 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: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 13 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. I Seal# ITruss Name I Date 1 IT4386201 JA5 5/14/012 12 IT4386202 JA6 15/14/0121 13 IT4386203 JA7 15/14/0121 14 IT4386204 JA8 15/14/0121 15 IT4386205 IA9 15/14/0121 16 IT4386206 JA 15/14/0121 17 IT4386207 IGRA 15/14/0121 18 IT4386208 IGRB 15/14/0121 19 _ IT4386209 JJ2 15/14/0121 110 I T4386210 I J4 15/14/0121 11 I T4386211 I J6 15/14/0121 112 I T4386212 I J8 15/14/0121 113 I T4386213 I KJ8 15/14/0121 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. 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. A' qC'��•. �0 e� 39 0 .� s r r cc o 3•• STATE OF •�0R1• C N A-- j' �,. FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 Job 4 Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A5 SPECIAL 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 is Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:2GIScwwyY5hnGhXVARzUkuyuFUM-Ek_ISVkUDOgX21 WCfgALeIXGy3TKyOD71 SbGTzGdvv 1-0- 7-8-5 10-6-4 17-0-0 20-4-8 26-4-0 34-0-0 5-0- -0-0 7-8-5 2-9-15 6-5-12 3-4-8 5-11-8 7-8-0 -0-0 4.00 F12 2.00 12 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.85 TCDL 7.0 Lumber Increase 1.25 BC 0.95 BCLL 0.0 Rep Stress Incr YES WB 0.59 BCDL 10.0 Code FBC2010/TPl2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 10-13: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 REACTIONS (lb/size) 2=1125/0-8-0 (min.0-1-8), 1 0=1 125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=-816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2), 10=1305(LC 2) 5x8 = Scale = 1:59.7 13 12 3x6 ` 7x12 = 2x3 II DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.70 14 >569 360 MT20 2441190 Vert(TL) -1.19 13-14 >336 240 Horz(TL) 0.39 10 n/a n/a Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid Ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5498/3134, 3-4=-5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=-2336/1492, 7-8=-2310/1411, 8-9=-2368/1397, 9-1 0=-3053/1724 BOT CHORD 2-14=-2890/5212, 13-14=-978/2035, 12-13=-1519/2823, 10-12=-1519/2823 WEBS 3-14=-350/372, 5-14=-259/273, 6-14=-178513313, 6-13=-254/513, 9-13=-711/465, 9-12=0/284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 40w` N-6 3938Q. �'-- -. E b—V ' (t/ s 1O N AI �4,,1®e FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ONTHIS AND INCLUDED AIITEKREFERENCE PAGE 1VII7.7473 BEFORE USE.. 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 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 MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 99 r6 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI11 Quallly Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified, the design values are those effective 00112012 by ALSO or proposed by SPIB. Truss Truss Type Qty Ply 67 Grand Carlton III with porch rob— 1323 A6 SPECIAL 1 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce 1-1. 34962 Hun: 1.34U s 1-ea 24 zuiz F'nni: r.;= s Apr z3 zulz ml I ex mousines, mc. Man May 14 Ue:04:13 zulz rage l ID:2GIScwwyY5hnGhXVARzUkuyuFUM-iwY7grl6_KyOgB4imMBPusHgDMO93McM LhB9pvzGdvu 1-0- 8-11-11 16-0-0 18-0-0 20-4-8 25-11-15 34-0-0 5-0- -0-0 8-11-11 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 -0-0 4.00 12 4x8 % 4x5 7x8 — 2x3 2.00 12 Scale = 1:61.7 10-614 4-5-12 -0-0 4-4-B 5-7-7 8-0-1 Plate Offsets (X Y): 12:0-8-0 0-1-41 13:0-3-0 Edgel I7:0-2-7 Edael, 19:0-3-14 0-1-81, I12:0-4-0 0-2-131, f14:0-5-9 0-2-81 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 FBC2010/TP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 'Except' 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except' 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 CSI DEFL in (loc) I/deft Ud TC 0.96 Vert(LL) 0.66 14 >604 360 BC 0.98 Vert(TL) -1.08 14 >371 240 WB 0,79 Horz(TL) 0.38 9 n/a n/a (Matrix) REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2). 9=1305(LC 2) PLATES GRIP MT20 244/190 Weight: 174 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=5444/3094, 3-4=-5296/3097, 4-5=-5035/2828, 5-6=-2271/1421, 6-7=-2292/1373, 7-8=2300/1351, 8-9=-3064/1740 BOT CHORD 2-14=-2847/5159, 13-14=-1107/2312, 12-13=-1039/2147, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 4-14=-465/493, 5-14=-1570/2920,5-13=-373/161,6-13=-188/550,8-12=-822/564, 8-11=0/309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 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 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard rip`.. Aj 3938 -.- c � AT o 4(! a o � 0 s rO N A� �i FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEKREFERENCE PAGE DIII.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.-µ 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 responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding i VY / fabrication, quality control, storage, delivery, erection and bracing, consult ANSIJTPI1 Quality Crtierta, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine ISP or SPD) lumber is specified, the desion values are those effective 06'0112012 by ALSC or proposed by SPiB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A7 SPECIAL 1 1 Job a re ce o bona Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:13 2012 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-iwY7grl6_KyOgB4imMBPusHijMOW3JFMLhB9pvzGdvu 1-0-0 8-10-10 14-0-0 20-0-0 25-11-15 34-0-0 5-0- -0-0 8-10-10 5-1-6 6-0-0 5-11-15 I 8-0-1 -0-0 Scale = 1:60.7 5x6 5x6 = A nn 4 5 d 2.00 12 lu 9 3x6 7x12 = 2x3 11 10-6-4 1 3-5-12 6-4-8 5-7-7 8-0-1 Plate Offsets (X Y): f2.0-8-0.0-1-41 f7:0-3-14.0-1-81.110:0-6-0.0-2-81 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.26 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TPI2007 CSI TC 0.87 BC 0.96 WB 1.00 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 7-10: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-11: 2x4 SP M 30 REACTIONS (Ib/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=-816(LC 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.61 11 >651 360 MT20 244/190 Vert(TL) -1.06 10-11 >376 240 Horz(TL) 0.37 7 n/a n/a Weight: 164 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5469/3080, 3-4=-5088/2831, 4-5=-2133/1355, 5-6=-2343/1400, 6-7=3033/1714 BOT CHORD 2-11=-2831/5183, 10-11=-1412/2782, 9-10=-150712803, 7-9=-1507/2803 WEBS 3-11=-396/432, 4-11=-1367/2696, 4-10=-813/405, 5-1 0=-1 72/456, 6-10=-727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11;. Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(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 816 lb uplift at joint 2 and 816 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 0 FL Cert. 6634 May 14,2012 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. r^�• Applicability of design parametersand 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 responsibillity of the MiTek' �a'• erector. Additional permMiy+ti anent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 9 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety InformaBon available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Fine SP or SPp (umber is specified. the design values are those effective 06t01t2012 by ALSC or proposed by SPIB. Truss Truss Type Qty Ply 2'Grand Canton III with porch rob 323 A8 SPECIAL 1 1 Job Reference (ootionall Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTeK Industnes, Inc. Mon May 14 09:54:14 2u12 Page 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-A66WtBmkle5FILfuK3ieQ3quDmkgogZWaLxiLLzGdvt 1-0-0 8-8-4 12-0-0 15-8-4 20-4-8 22-0-0 24-8-12 34-0-0 5-0- -0-0 8-8-4 3-3-12 3-8-4 4-8-4 1-7-8 2-8-12 9-3-4 -o-0 5x6 = 4.00 12 2.00 12 3x4 = 14 5 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 FBC2010/TP12007 CSI TC 0.82 BC 0.96 WB 0.74 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 'Except* 9-12: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Harz 2=117(LC 7) Max Uplift 2=-816(LC 8), 9=-816(LC 8) Max Grav 2=1305(LC 2). 9=1305(LC 2) 2x3 11 5x10 615 7 12 11 3x6 7x12 = 3x4 = DEFL in (loc) I/defl Ud Vert(LL) 0.60 13 >667 360 Vert(TL) A A 9 9-11 >336 240 Horz(TL) 0.35 9 n/a n/a Scale = 1:60.7 PLATES GRIP MT20 244/190 Weight: 171 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 or bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5482/3092, 3-4=-5091/2819, 4-14=3839/2180, 5-14=-3839/2180, 5-6=-2457/1512, 6-15=-2457/1512,7-15=-2457/1512,7-8=-2547/1492,8-9=-2889/1682 BOT CHORD 2-13=-2844/5195, 12-13=-1697/3196, 11-12=1153/2374, 9-11=-1467/2678 WEBS 3-13=-387/422, 4-13=-938/1752, 5-13=-279/820, 5-12=-91 3/539, 6-12=-252/222, 7-12=-297/322, 7-11=-276/705, 8-11=-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 0 393&Q�=•-•-ti 74 ATE . �'ri,SSo�NAL0 % 1/11111/1 FL Cert. 6634 May 14,2012 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE t47H-7473 BEFORE USE, 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 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 responsibillity of the /1���},9C• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MOW fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Qualtly Offedo, DSB-89 and SCSI 6urlding Component 6904 Parke East Blvd. Safely Informallan available from Truss Plate Institute, 7" N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4116 If Southern Pine SP or SPp lumber is specified, the design values are those effective 06,MV2012 by ALSO or proposed by SPI8. Job ` Truss Truss Type Qty Ply Carlton III with porch M11323 A9 HIP 1 1 FGrand _Reference footionaI Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2012 Page 1 I D:_etC 1 cxC3ixVV?huls?ypJyuFUK-A66WtBmkle5FlLfuK3ieQ3g13mg2onKWaLxiLLzGdvt 1-0- 6-7-15 10-0-0 15-2-14 20-4-0 24-0-0 27 4-1 34-0-0 5-0- -0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 3-0-1 6-7-15 1-0-0 4.00 12 4x4 3x4 2x3 II 5x10 = 4 16 5 6 17 7 Scale = 1:58.7 3x4 = 15 14 13 12 11 3x4 = 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >748 360 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >291 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 156 lb FT = O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-8-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=-270(LC 8), 13=9110(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1216/687, 3-4=882/468, 4-16=801/463, 5-16=-801/463, 5-6=-3781797, 6-17=-378/797, 7-17=-378/797, 7-8=-89/270, 8-9=-312/169 BOT CHORD 2-15=-551/1110, 14-15=-31/300, 13-14=-31/300, 12-13=-244/271, 11-12=-244/271, 9-11 =-1 39/260 WEBS 3-15=-379/356, 5-15=-256/643, 5-13=-1191/752, 6-13=-263/230, 7-11=-158/3B3, 8-11=424/384,7-13=-818/443 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=341t; eave=6ft; Cat. 11; Exp C; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 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) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at joint 9 and 910 lb uplift at joint 13. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �: `�O • G E N S_ F:t'o 3938 0 r TAT E ' 141 1-0 11 ° 810 N A` EC�`�� ll FL Cert. 6634 :] May 1: 112 WARNING • Verify design parameters and READ NOTES ONTIIIS AND INCLUDED A fTEKREFERENCE PAGE MII.7473 BEFORE USE. _ _=� Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component. H Applicability of design parameters and proper incorporation of component 8 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 responsiblility, of the A y�y�®l�•• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 6 V! 9 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quaitiy Criteria, DS5-8y and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp) lumber is specified. the design values are those effective W0112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grantl Carlton III with porch M11323 A COMMON 9 1 Job Reference (optional) Chambers Truss Inc., Fort Pierce FI. 34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFU N-Ek_ISVkUDOgX21 WCfgALelfuygiKzgD71 SbGTzGdvv 1-0- 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 5-0- -0-0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 -0-0 �1 6 4.00 12 4x4 = 3x6 17 15 2x3 II 4x6 3x8 = 19 14 - 12 3x8 = 4x6 2x3 I I Scale = 1:57.8 3x6 i 6-7-13 i 12-4-13 21-7-3 27-4O 34-0-0 i 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets KY): 12:0-3-14 0-1-81 110.0-3-14 0-1-81 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 FBC2010/TP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 CSI DEFL in (loc) I/deft L/d TC 0.36 Vert(LL) 0.30 14-15 >999 360 BC 0.55 Vert(TL) -0.73 14-15 >546 240 WB 0.58 Horz(TL) . 0.15 10 n/a n/a (Matrix) REACTIONS (lb/size) 2=121010-8-0 (min. 0-1-10). 1 0=1 210/0-8-0 (min.0-1-10) Max Horz 2=-166(LC 6) Max Uplift 2=-644(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) PLATES GRIP MT20 244/190 Weight: 163 Ito FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3245/1839, 3-4=-2656/1547, 4-5=-2606/1555, 5-18=-2655/1658, 6-18=-2595/1654, 6-19=-2595/1654, 7-19=-2655/1658, 7-8=-2606/1555, 8-9=-2656/1547, 9-10=-3245/1839 BOT CHORD 2-17=-1635/3008, 16-17=-1635/3008, 15-16=-1635/3008, 15-20=-928/1921, 20-21=-928/1921,14-21=-928/1921,13-14=-1635/3008,12-13=-1635/3008, 10-12=-1635/3006 WEBS 6-14=-523/891, 7-14=-313/304, 9-14=-600/407, 6-15=-523/891, 5-15=-313/304, 3-15=-599/407 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 Ito uplift at joint 10. 6) 'Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at 15-0-0, and 50 Ito down and 29 lb up at 19-0-0 on top 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 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 (plf) Vert: 1-6=44, 6-11=44, 2-20=-20, 20-21=-50, 10-21=-20 �FL Cert. 6634 May 14,2012 W 1 a Verify design parameters and READ NOTES ONTHIS 8ND iNCLULIED MITEKREFERENCE P6GE 1V711-7473 BEFORB USE. �� ` 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 parameters and proper incorporation of component B 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 responsibillity of the MOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ff V� 9B fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/1Pi1 Qua0ty CrIterta, 011.89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormatlon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified. the design values are those effective Qfi(81P2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A COMMON Ig 1 Job Reference footi0nalt Chambers Truss Inc., Fort Pierce FI. 34982 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=43(F) 19=43(F) Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 2 ID:a3B4PavKnnZweXyJckSFBgyuFU N-Ek_ISVkUDDgX21 W CfgALelfuy9iKzgD71 SbGTzGdvv A. t A<���`ri `�� p •.; C'E N S . e9 Div 0 393so 0 ATE 00 �`�•�S �0 N A� � %0 FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE JW1-7473 BEFORE USE. . 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 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 responsibillity of the D �g��g®g„• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ®Vi 9 6C fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/7P11 Quality Criteria, DSB-By and Ill Building Component 8904 Parke East Blvd. Safety InformoNon available from Truss Plate Institute, 781 N. lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine Sp or SPp) lumber is specified, the design values are those of ectiva 00f0V2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRA HIP 1 1 ob e e ce o a Chambers Truss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 Mrrek Industries, Inc. Mon May 14 09:54:15 2012 Page 1 ID:_etC1 cxC3ixV V?huls?ypJyuFUK-eJgu5XnMMD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0-0 8-0-0 11-1-1 17-0-0 18-6-0 22-2-2 26-0-0 34-0-0 5-0- -0-0 8-0-0 3-1-1 5-10-15 1-6-0 3-&2 3-9A 8-0-0 -0-0 Top chord must be braced by end jacks, Scale =1:60.7 roof diaphragm, or properly connected 4x4 = purlins as shown. 11 14 9 7x10 6 17 6x10 4.00 12 4 4x6 19 3 13 5x6 21 10 2 :�� 22 N 23 N M 1. d d 3x4 = 29 28 27 26 25 24 4x4 = 3x6 11 3x6 = 6x8 = 3x6 = 6x8 = r 6x8 = 8-0-0 11-1-1 18-6-0 26-0-0 34-0-0 i 8-0-0 3-1-1 7-4-15 Plate Offsets (X.Y): f3:0-3-8,Edgel. f21:0-3-8.Edgel f22:0-3-10.Edgel, f24:0-3-8.0-3-01. f27:0-3-8.0-3-01 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 NO BCDL 10.0 Code FBC2010/TPI2007 CSI DEFL in (loc) I/deft Ud TC 0.99 Vert(LL) 0.13 22-24 >999 360 BC 0.48 Vert(rL) -0.26 2-29 >489 240 WB 0.63 Horz(TL) 0.03 22 n/a n/a (Matrix) LUMBER BRACING TOP CHORD 2x4 SP M 30 *Except* TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-361(LC 8), 27=-1182(LC 8), 26=1472(LC 8), 22=-648(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=480(LC 19), 27=2269(LC 13),26=2882(LC 14),22=956(LC 14) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=560/309, 3-5=-358/948, 5-7=-616/1259, 7-8=-616/1259, 8-10=-616/1259, 10-12=-616/1259,12-13=-616/1259,13-15=-616/1259,15-16=-616/1259, 16-18=-616/1259,18-20=-2145/1219, 20-21 =2145/1219, 21-22=-2236/1203, 6-9=-163/310, 9-11=154/376, 11-14=-226/417, 14-17=-148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26-27=834/497, 25-26=-373/630, 24-25=-373/630, 22-24=1027/2068 WEBS 3-29=-455/1140, 3-27=-1766/891, 5-27=-766/630, 5-26=-501/320, 13-26=-918/612, 18-26=-2399/1452, 18-24=-825/1760, 21-24=36/367, 4-5=-562/478, 19-20=-345/311. 14-15=-509/387 PLATES GRIP MT20 244/190 Weight: 194 lb FT = 0% Structural wood sheathing directly applied or 3-11-10 oc purlins Except: 1 Row at midpt B-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 18-26 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=14f; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x3 MT20 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) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 2, 1182 lb uplift at joint 27, 1472 lb uplift at joint 26 and 648 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. ` �,ti►tltlldlJ ' 1 `�O,•�PS A, quo o•. EN \ Y * : IP40 39380 TE �..�• �rQT�sT� O R \'o 00000s /0 N A; EC%0� FL Cert. 6634 May 14,2012 cru W - Verify design parameters and READ NOTES ON THIS AND INCLUDED AHITEKREFEREWE PAGE hill-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 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 responsibillity, of the {4 tg���• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding f V� fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormallon available from Truss Plate Institute. 781 N. Lee Slreet, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp) lumber is s ecifiId, the deli n values are Those effective Ofii01F2012 by ALSC or proposed try SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRA HIP 1 1 Job Reference (optional) _ Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:15 2012 Page 2 I D:_etC1 cxC3ixV V?huls?ypJyuFUK-eJgu5XnM WxD5vV E4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 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 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 (plf) Vert: 1-3=-44, 21-23=-44, 2-29=-20, 24-29=47(17=-27), 22-24=-20, 3-11 =-1 03(F=-59), 11-21=-103(F=59) Concentrated Loads (lb) Vert: 29=-555(F) 24=-555(F) 0�`11•�'Q �C+E`N 5'F µ393801,__ '-A, Zill °e>SS jr0 Al-Eo�`� r11181 FL Cert. 6634 May 14,2012 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED A iTEK REFERENCE PAGE III-7473 BEFORE USE. 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 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 �`+ye�+ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ii fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Crlterta, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp lumber is specified, the design :values are those effective 00112612 by ALSO or proposed by SPIB. Job' Truss Truss Type Oty Ply 62' Gmntl Canton III with porch M71323 GRB HIP 1 1 Job Reference_(oolional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGIln_HFLyXfpGRUk6VUvC7ZVYGkYpl fOpPEzGdvr 1-0- 8-0-0 14-2-6 20-4-0 26-0-o 34-0-0 5-0- -0-0 8-0-0 6-2-6 6-1-10 5-8-0 8-0-0 1-0-0 5x10 4.00 12 3x8 = 4x6 = 5x6 = 5x6 = Scale = 1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 I I 5x6 WB = 3x4 = 6x8 = 3x6 _ 6x8 = 8-0-0 6-2-6 6-1-10 5-8-0 8-0-0 Plate Offsets KY): f2:0-4-O.Edgel, f3:0-5-0.0-2-01 14:0-3-8.0-1-81, f5:0-3-O.Edgel f8:0-2-O.Edgel, f10:0-3-8.0-3-01 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.92 TCDL 7.0 Lumber Increase 1.25 BC 0.62 BCLL 0.0 Rep Stress Incr NO WB 0.71 BCDL 10.0 Code FBC2010/TPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 OTHERS 2x4 SP No.3 DEFL in (loc) I/deft Ud Vert(LL) 0.19 2-15 >999 360 Vert(TL) -0.33 2-15 >727 240 Horz(TL) 0.08 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 150 lb FT = 0% h BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 1 Row at midpt 3-13, 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cme REACTIONS (lb/size) 2=1121/0-8-0 (min. 0-1-11), 12=344210-8-0 (min. 0-5-8), 8=433/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 7) Max Uplift 2=-892(LC 8), 12=-2537(LC 8), 8=-384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3629/1916, 3-16=-1930/1173, 4-16=1930/1173, 4-5=-1175/2398, 5-6=-1175/2398, 6-17=-727/411, 7-17=-728/411, 7-8=-829/387 BOT CHORD 2-15=-1695/3431, 14-15=-1717/3497, 13-14=1717/3497, 12-13=-992/1974, 11 -1 2=-2381/1356, 10-11 =-2381/1356, 8-1 0=-270/731 WEBS 3-15=-407/1219,3-13=-1661/791,4-13=-211/942,4-12=-4730/2565,6-12=-2457/1572, 6-10=-1766/3430,7-10=-356/375 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; �C E s �•. �% ��� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 `���� ®� , •• F �', �� !,, 3 Provide adequate drainage to prevent water poncling. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. o-639330�—. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 892 lb uplift atjoint 2, 2537 lb uplift at =_� __ •'C[ joint 12 and 384 lb uplift at joint 8. ATE• 1C! i " • 7) "Semi -rigid pitchbre ks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) other connection device(s) shall be sufficient to support concentrated load(s) 967 lb down and 461 lb up at � O �/ � 's �( �+\�>,, or provided device(s) is the c• • Q 1i�S` 0_ R 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection t� • • • Sl) responsibility of others. �I �` ��� f ON 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). A LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Cert. 6634 Vert: 1-3=44, 3-7=-107(F=-63), 7-9=44, 2-15=-20, 10-15=-49(F=-29), 8-10=-20 May 14,2012 W - Verify design parameters and READ NOTES ON THIS AND INCLUDED A ff9EK REFERENCE PAGE PBI.7473 BEFORE USE. � Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. 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 responsibillity of the M'��e'SC• 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/rPl1 Quatity Crilerla, DSB-89 and BCSI Buffding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33810-4115 It Southern Pine SP or SPp) lumber is specified. the design values are those effective 00112012 by ALSC or proposed by Spill. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M 11323 GRB HIP 1 1 ob Refere ce o t o al Chambers Truss Inc., Fort Pierce.Fl. 34982 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-555(F) 10=-555(F) Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 2 ID: SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_H FLyXfpGRUk6VUvC7ZVYGkYp1 fQpPEzGdvr FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M TEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with Milek connectors. This design is based only upon parometers shown, and is for an individual building component. Applicobility 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 responsibillity of the D s%�g�;Iv(> erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 6 V� i fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1P11 Quality Cdtedo, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SPp) lumber is specified, the design values are those effective 06!'0112012 by ALSO or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carton III with porch M11323 J2 MONO TRUSS 8 1 Job Re erence o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:x1?zSIzTbJCDIIrGPH1 QukyuFU I-7VEG Itn_HFLyXfpGRUk6VUvOOZd5GVfpl fQpPEzGdvr r -1-0-0 2-0-0 _ 1-0-0 2-0-0 Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) scale =1:7.7 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010frPI2007 (Matrix) Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP 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) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift 2=-143(LC 8), 3=-29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A. 01 €d'6 3938Q -F ATE ` '.4U FL Cert. 6634� May 14,2012 WARAIING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MA•7473 BEFORE USE. 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 parametersand 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 responsibillity of the O�!C�a*• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine(SP or SPp) lumber is specified, the design values are those effective 001,12012 by ALSC or proposed by SPIB. Job y ' Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 J4 MONO TRUSS 8 1 Job a ere ce o bona Chambers Truss Inc., Fort Pierce FI. 34982 3x4 = Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID: PDYLfd_5MdK4MSQTz?ZfRxyuFU H-7V EGltn_H FLyXfpGRUk6VUvM9ZanGvfp1 fQpPEzGdvr 4-0-0 4-0-0 Scale = 1:11.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. BOT CHORD 2x4 SP 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 (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-82(LC 8). 2=-188(LC 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability ofdesign 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 responsibillity, of the D s�y�!'!C+ erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding E VA I fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crffeda, DSB-89 and BCSI Bundling Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 If Southern Pine SP or SPp lumber is specified, the design values are those effectNe 60112012 by ALSC or proposed by SPIB. Job , } Truss Truss Type city Ply 62' Grand Calton III with porch M11323 J6 MONO TRUSS 8 1 b e fence o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 I D:tP6jtz_j7xSx_c_fXi4uz9yuFU G-bhoeWDod2ZTp9pOT?CFL2iSOszpy?MvyGJ9MygzGdvq i -1-0-0 6-0-0 1-0-0 6-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.86 TCDL 7.0 Lumber Increase 1.25 BC 0.74 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2010ITPI2007 (Matrix) LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS (lb/size) 3=117/Mechanical, 2=24610-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=-144(LC 8), 2=-218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL in (loc) I/deft L/d Vert(LL) -0.07 2-4 >964 360 Vert(TL) -0.18 2-4 >385 240 Horz(TL) -0.00 3 n/a n/a Scale = 1:14.2 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 0% BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-4 oc puffins. 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. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MI-7473 BEFORE USE, Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. R Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown 1-121 is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibilrity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 9 V� i fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/7P11 Qualify Criteda, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine 1SP or SPoI lumber is specified. the lesion values are those effective 06A112012 by ALSC or DroDased br: SP18. Job , p Truss Truss Type PlyM71323 Grand Carlton III with porch JB MONO TRUSS62' �2QIy 01 ob eference o tional Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Man May 14 09:54:17 2012 Page 1 ID:tP6jtzLj7xSx_c_fxi4uz9yuFUG-bhoeWDod2ZTp9pOT?C FL2iSUGzwn?MvyGJ9MygzGdvq i-1-0-0_ 8-0-0 1-0-0 ' 8-0-0 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 2-4 >613 360 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 31 REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=-203(LC 8), 2=-250(LC 8) Max Grav 3=203(LC 13). 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:17.3 PLATES GRIP MT20 244/190 Weight: 26 lb FT = O% BRACING TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. 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. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 3 and 250 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard fiSci 3938 ®� 5 AT�kK ` d��dtddd@1l160i FL Cert. 6634 May 14,2012 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE MI1-7473 BEFORE USE. 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 parameters and proper incorporation of component is responsibility of building designer- not truss designer.. Bracing shown HT is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the WOW erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 9 VC 1 g�q+ fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quagly Criteria, DSB-8? and BCSI Building Component 6904 Parke East Blvd. Safety Intormallon available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-0115 If Southern Pine SP or SPp lumber is specified, the deal I, unlues are those effective 0618112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 KJ8 MONO TRUSS 4 1 Job Reference (ootionall Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 ID: Lcg54J?LuEancmZr4Qb7 WMyuFUF-bhoeWDod2ZTp9pOT?CFL2iSXhzwb?F3yGJ9MygzGdvq i -1-5-0 7-3-4 11-3-0 i 1-5-0 7-3-4 3-11-12 Scale = 1:20.3 3x4 = 5 3x4 = 7-3-4 7-3-4 11-3-0 3-11-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >845 240 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010rTP12007 (Matrix) Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=498/Mechanical Max Horz 2=244(LC 8) Max Uplift 4=-204(LC 8), 2=-325(LC 8), 6=-277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1116/488 BOT CHORD 2-7=-656/1111, 6-7=-656/1111 WEBS 3-7=0/336, 3-6=1220/720 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. This has been designed for 10.0 bottom live load live loads. �" 11111ir, 3) truss a psf chord nonconcurrent with any other • load the bottom in 3-6-0 tall by 2-0-0 111j11 A. err` 4) This truss has been designed for a live of 20.Opsf on chord all areas where a rectangle wide will fit between the bottom chord and any other members. `qo P�j q4 • •- . r 5) Refer to girder(s) for truss to truss connections. 1+ © ,.. `��'-?. .•'� G E s '• �� r�i ' �•,-� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at o ; mF. !: •' joint 2 and 277lb uplift at joint 6. __ �"� a 3938 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. �• ''1"O 8) 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 p•' �•-- Ljj ;` Uniform Loads (plf) ATE r Vert: 1-8=-44'r• p�® vr� Q R � Trapezoidal Loads (plf) Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=-40), 2=-2(F=g, B=9)-to-5=-56(F=-18, B=-18) S •wl� `4 >I®` &/0 � �� ,®\� 811111111111111 FL Cert. 6634 May 14,2012 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED .WTEK REFERENCE PAGE W1 74 73 BEFORE USE. � Design valid for use only with MRek connectors. This design is based only upon parameters shown, and Is for an individual building component. 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 responsibillity, of the9��Qt• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 9C fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIT Quagly Criteria, DSO-89 and BCSI Bugding Component 6904 Parke East BIM. Safely Inlorma8on available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33810-4115 If Southern Pine SP or SPp lumber is specified. the design values are those effecti,.e O6ii11f2012 by ALSO or roposed by SPIB. Symbols Numbering Systemn r l Safety Notes PLATE LOCATION AND ORIENTATION j 3/" Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS diagonal or x-bracing, is always required. See BCSI. c1-2 c2-3 2. Truss bracing must be designed by an engineer. For 0' /16 WEBS c� 4 wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I T O m 0 bracing should be considered. Q U ab = 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. a- 4. Provide copies of this truss design to the building cr-e c5-� c5-s For 4 X 2 orientation, locate gsupervisor,property owner and designer, erection BOTTOM CHORDS plates 0- 'Ai' from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane atjoint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from ' Plate location details available In MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular 4 x 4 ESR-131 1, ESR-1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 9 12. Lumber used shall al of the species and size, and in all respects, equal to or better than that Indicated by symbol Shown and/or SYP represents current/old values as published specified. b text in the bracing section of the y g NDS by AWC in the proposed SPp represents SPIB proposed values as provided 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15, 2011 spacing indicated on design. if indicated. SP represents ALSC approved/new values with effective date of June 1, 2012 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING (2x4 No 2 and lower grades and smaller sizes), or less, if no ceiling is installed, unless otherwise noted. and all MSR/MEL grades 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTekg All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 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 Industry Standards project engineer before use. ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, a Te:!-ol-k is not sufficient. 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ( ANSI/TPI 1 Quality Criteria. ' Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 01/18/2012 L') �)-. -T-L PIZ. �N" (S K µE-Q I LL L;up ell �•i.11i. A O1I I i V- /) - / 2 i FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulationk-,Res,idential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: \���� Permit Office: City, State, Zip: FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 3. Number of units, if multiple family 1 b. N/A R= ft2 4. Number of Bedrooms 2 c. N/A d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1446.0 sqft.) R= ft2 Insulation Area 6. Conditioned floor area above grade (ft2) 1446 a. Under Attic (Vented) b. N/A R=30.0 1446.00 ft2 R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(114.0 sqft.) Description Area 11. Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft2 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: d. U-Factor: N/A ft2 13. Heatingsystems y kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (1446.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features EF: 0.900 b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.079 Total Proposed Modified Loads: 26.16 Total PASS Standard Reference Loads: 32.81 I hereby certify that the plans and specifications covered by this Review of the plans and �YIE ST ATF0 calculation are in compliance with the Florida Energy Code. specifications covered by this O� , = calculation indicates compliance _ PREPAR B with the Florida EnergyCode. Before J.W .rrrr "" "` 7d DATE: construction is completed rs�i this building will be inspected for 0 a compliance with Section 553.908 I hereby certify that this building, as desi ned, is i iance with the Florida Energy Florida Statutes. Code. WE OWNER/A EDIT: BUILDING OFFICIAL: DATE: ��\ l DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Check l' m, -I px �5/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross. Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE / v Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlock1 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlock1 150.7 ft 0 1446 ft2 ---- 0 0 1 ROOF / V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Metal 1523 ft2 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 30 1446 ft2 0.1 Wood 5/15/2012 9:20 AM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wall Type SpaceR--Vallip llpEt n Et n Area on qor 1 N Exterior Concrete Block - Int Ins@loomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsOloomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int Ins5IoomslnBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsRoomSInBIoc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block- Int InS6l00mSInBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Int InsIAoomsInBIoc 4.3 8 0 8 0 64 ft' 0 0 0.8 0 7 S Exterior Concrete Block - Int InsE1oomSInBIoc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft? 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V --- Supply — -- - Return -- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan X Feb Mar A r X Ma X Jun [X] Jul Au XX� X]] Se Oct Nov Dec Venting R1 Jan �X� Feb �X� Mar X� Apr IX �X� May Jun [X] Jul f Aug f X] Sep rxi Oct rXINov R1Dec Jun [[�X] Jul [[�X Aug [[�X]] Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (1NEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 4 FORM 405-10 . Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Buildinq Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to =,R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas I HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. „ FL, - 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ftz b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area (ft2) 1446 b. N/A R= ft2 7. Windows— Description Area _ R z a. U-Factor: Dbl, U=1.30 114.00 ft2 11 Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft2 6 90 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.2 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.2 HSPF:8.60 Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 a. Electric EF: 0.9 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits CF, 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) .y0 in this home before final inspection. Otherwise new EPL Display Card will be completed based on installed Code corn 'a a ure Builder Signature: Date: S QA��#IEI Address of New Home: ���� ��� City/FL Zip:�:4 ,z � 3`�4s1 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software •f Project Summary Job: 's Wri�thtsoft® Date: MAY 15, 2012. g Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com I Project Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, 9=L 34983 Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2 1446 1446 Volume (ft3) 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25H BC 530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28427 tuh @ 47°F 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative Humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh. Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE ... Cond 25HBC530A Coil FX4DN(13,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 .� wrightsoft'° Right-Sulfe® Universal 2012 12.0.04 RSU05864 Page 1 ACCK EAWrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: wrightsoft Date: MAY 1$, 2012 Entire House by: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AH R'I ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ft2) Htg, load (Btuh) Clg load (Btuh) Htg, AVF (cfm) Clg AVF (Cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 51.4 237 24 11 BDRM 2 196 3577 2100 166 100 377 d7 1R MASTER LAV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 .+ + wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 /�ICCp1 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 1 23742 947 Qa7 TOTALS 1445 2118 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htSOft" 2012-May-15 09:age 2 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 fiCiC� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft° Right-J® Worksheet Enure House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ftz 60.0 ft2 Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft= °F) (Btuh/ft� or perimeter (ft) (etuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IN12C-Osw 0.091 n 2.55 2.18 315 246 627 537 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 15 0 265 334 0 . 0 0 0 2A-2om 0.840 n 23.52 ' 25.39 15 0 353 381 0 0 0 0 11 V11 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 I- G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 1.24 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20 .470 508 0 0 0 0 '11J0 0.600 s 16.80 17.40 21 21 353 365 21 21 353 365 W 12C-0sw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 12C-0sw 0.091 w 2.55 2.18 282, 276 702 602 0 0 0 0 IW �--G 2A-2om 0.840 w 23.52 66.16 6 1 141 397 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 1213-0bw 0.097 2.72 0.85 204 204 554 174 80 80 217 68 C 1613-30ad 0.032 0.90 1.68 1389 1389 1244 2333 60 60 54, 101 C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1445, 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 •106 29 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 1 36001 1 0 Subtotal (lines 6 to 13) 17399 16133 1027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 1171 87 Total room load 20408 19792 1144 674 Air required (cfm) 947 947 53 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wrigl�tsoft' 2012-May-15 09:13:19 Right -Suite@ Universal 2012 12.0.04 RSU05864 Page 1 Ar-C'�` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft° Right-M Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft2 45.5 ftz Ty Construction U-value Or HTM Area (ft� Load Area M Load number (Btuh/ft'-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 ; 2.18 196 157 400 . 3431 0 0 0 0 I-G IA-riomd 1.270 n 35.56 26.39 39 0 1387 1029 0. 0 0 0 IL�G 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 UU 12C-Osw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 I--G 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 W! 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 IL-_-Gp 2A-2om 0.840 s 23.52 '25.39 0 0 0 0. 0 0 01 0 11J0 0.600 s 16.80 17.40 0 0 0 01 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 52 52 132 114 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 d 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 56 56 152 48 C 16B-30ad 0.032 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 10 0 0 0 F 22A-tph 1.358 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 11200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 15% 725 935 22% 34% 151 472 Total roam load 7087 7281 839 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2012-May-15 09:13:19 .= Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 'CC�` EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoftRight-J® WorRsheet Enti re House COMFORT CONTROL OF SLC,'INC. 1501 SE BILTMORE ST.; PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfoitcontrolofslc.com Job: 'Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name KITCHEN MS BATH 2 3 Exposed wall Room height 0 ft 8.0 ft heat/cool 7.5 ft 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft2 52.5 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft� Load number (Btuh/ft2 °F) (Btuh/ft� or perimeter (ft). (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 UUU�iNJJ 12C-0sw 0.091 n 2.55 I 2:18' 0 "0, - 0 0 0' ; , 0 0 0 0 0 1A-rlomd 1.270 n 35.56 26.39 .0, 0 0; 0 0 0 . 2A-2ob 0;630 n 17.64' 22:24' 0. 0 0' - 0 0 °= - 0 0' 0 2A-2om 0.840 in 23.52 2$.39 'Q '0 0, 0 01 0 0 0 11 W 12C-0sw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 t--G 2A-2om 0.840 a 23.52 ; 68.19 0 ' 0 0 0 0 0 0 0 0 0 0 12C-05w 0;091 s 2.55' I 2.18 0 0 0 ` 0: 0' 0 " 0 0: 0 2A-2om 0.840 s 23.52 f 25.39 q• '0 0 0 0 . : , 0 0 11J0 0.600 s 16.80 17.40 0: 0 01 0; 0, W 12C-0sw 0:091 sw 2.55 2.18 0 0 0 0. G 0 0 0 W L--G 12C-0sw 0.091 w 2:55: 2;18 0 ' 0 0 `0 60:. 54 `. 138 118 2A-2om 0,840 w 23.52 66.18 0 0 6' 0 6 1 141 391 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-0bw 0.091 2.72 i !0.85 68. j68' 185 58 0' 0 0 0 C 16B-30ad 0.032 0.90 1.68 154 154 138 259 , 53 53 47 88 C 16C-19a1 0.049 1.37 Z08' -0 0 0 0• 0 0 0 0 F 22A-tph 1.358 - 38.02 0.00 i i 1 I I 154 0 0 01 53 6 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration A 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 •0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to-13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942[ 907 1146 Air required (cfm) 17 141 • 42 - 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri titsotrtP 2012-May-15 09:13:19 9 Right -Suite@ Universal 2012 12.0.04 RSU05864 Page 3 'CC4` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc= MJ8 Front Door faces: N - - wrightsoft` Righ"o orksheet Enure House COMFORT CONTROL OF SLC, INC. ,-, cm Oil TKACOE CT PORT ST i i iciF Fi 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 8.0 ft heat/cool 42.0 ft 8.5 ft heat/cool 3 Room height x 10.0 ft x 19.0 ft 4 Room dimensions Z7.0 70.0 ft 266.0 ft314.0 5 Room area Ty Construction U-value Or HTM Area (ft� Load Area (ft (ft) Load (Btuh) number (Btuh/W °F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter Heat (Cool Gross N/P/S , Heat Cool Gross N/P!S Heat Cool 6 VN12C-Osw 0.091 n 2:55 1 2.18 0 0 0; 0 0 119 0 89 0 227 0 '194 0 1A-rlomd 1.270 n 35:56 26.39 0 0 0' 0' 0 15 0 265 334 2A-2ob 0.630 n 17.64 i 22.24 0. 0 0 0' 0' 15 0 353. 381 2A-2om 0.840 n 23.52 25.39 0 0 0 0 77 77 195 167 11 WI 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 - ----G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 ; 2.18 0 0. 0 0. 0 0 .0 0 0 tl 2A-2om 0.840 s 23.52 I 25.39 0 0 0. Oi 0 0 0 0 11J0 0.600 s 16.80 17.40. 0 0 0. 0 0 0 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 162 162 412 353 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 0 0 2A-2om 0.840 w 23.52 66.18' 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 P C 12B-Obw 1613-30ad 0.097 0.032 2.72 0.90 i 0.85 1.68 0 70 0 70 0 63 0 118 0 266 266 238 447 C 16C-19al 0.049 1.37 1 2.08 0 0 0; 0 0 0 0 266 0 42 0 1597 0 0 F 22A-tph 1.358 38.02 0.00 i I i I 70 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 63 0 111 4077 2231 14 15 Subtotal Duct loads 22% 34% 14 38 22% 34% 896 760 Total room load 77 149 4973 2990 Air required (cfm) 1 4 71 1 231 143 Calculations approved by ACCA to meet all requirements of Manual. J 8th Ed. •a '' wri htsoft- 2012-May-15 09:13:19 rg Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 '�� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft' Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name HALL BATH 2 Exposed wall 0 ft 5.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.0 ft 9.0 x 5.0 ft 5 Room area 17.5 ft2 45.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/W-'F) (Btu ft2) I or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0, 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0' 40 . 0 40 0 102 87 11 VV 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 I� 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 ILS12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 . s 23.52 25.39 0 0 0 0 0 0 0 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0, 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 0 WI 12C-0sw 0.091 w 2.55 2.18 0 0 0 0 0 0 0 0 I- 2A-2om 0.840 w 23.52 66.18 0 0 0 .0 0 0 0 -G W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 1.37 2.08 0 0 0, 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16 28 421 177 15 Duct loads 22% 34% 3 9 22% 34% 93 60 7 Total room load 19 37 514 237 Air required (cfm) 1 21 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 wrightsoft" Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 'CC,I" E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoftr Ri ht-J®Worksheet Job: f � g Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height a.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft' 56.0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/W °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2:18 0 0 0 0 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 Q 0 2A-2ob 0.630 n 17.64 22.24 0 0 0• 0 0 0 0 0 0.840 n 23.52 25.39 0 0 0.1 0 0 0 0 0 11 V+J .2A-2om 12C-Osw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 I-G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 76 56 143 12Z 0 0 0 0 2A-2om 0.840 s 23.52 25.39 20 20 470 508 • 0 Q 0 0 11J0 0.600 s 16.80 17.40, 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw Z55 2.18, 34 34 86 74 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 8 8 20 ' 17 0 0 0 0 L--G 2A-20m 0.840 w 23.52 66.18 0 0 or 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-0bw 0.097 2.72 0;85 0 0 0 0 0 0: 0 0 C 1613-30ad 0.032 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 - 1.37 2.08 0 0 0 0 66. S6 77 117 F 22A-tph 1.358 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 15671 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 3577 2100 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2012-May-15 09:ge 6 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 'CC,I` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N 20-SEP-2012 19:17 FROM:SOUTH �7OqST 7723446042 Tn'4626443 P.1/1 k1LfUQf2U1!4 12:40 /124b2b44 SLC INSPE(TUNS PAGE 01/01 iff FO�t Peal' FL34902 ill P" RIM CERTIFICATE OF TERIMM, ENT cordt, Jcm i 0A Som T" I MT PERMIT'309 ADD, RiESS: BUILDEP4COWRACTOR: 11 17-11 o a,7— PM COMM coNTRAcrOR: II REST COMM LICENSE! tot va hilm-41111' We, ft Ur4mjg*4 hereby' oboe 4jWbed wimbi lfbir SUbtalftirl W1 wMin In StEardam II ft of em NaUmi F contrd at in Squaw test If anal b Ont i LSCH A)� a4 TOW gaftm md- Pocentooe of solulklm L C2 "lip 'IT a sM other D alp -1 L-7,6, .7 WTRW At&' aaffcft# MCUM.L4 dwffltxb cf^Mwft � &r#.. mmova avy Ar ft m" f1d, coaftlo ~ms" ft 04 mowwwamav "MIM14 ih 1ft be moWd;vtr to &W &"V opdw st uwjm c"Ift "quim" fbr the 1,wmf InspO gswroWiri*ft mndd*AMmMwcn&vjbb mb offis- pgpoix ON aw V &"ram =4 a vgaw, 1br t9mmr cnmrw a, Wafflx' SW (cw C% a PW*oont SUdmr th be (,'PW 00 6UHIZ16HERGER engineering & testing, inc. Soil Density Test Report Project Name: Spanish Lakes - The Fairways (Indrio Road) Address: 14016 Cisne Circle Project Number: PSL-09-3011 (BG 10.3) Permit No: SLC 1205-0261 Date Tested: 7/11/2012 Client Name: Wynne Building Corporation Technician Initials: CW 8000 South US 1 #402 Report Date: 7/11/2012 Port St. Lucie FL 34953 Project Manager: Dave Youngstrom Contact Number: (772) 343-9787 Attention: Matthew Wynne Test No. Probe Depth (in) Maximum Dry Density (pcfl Optimum Moisture M Dry Density (pcf) Cone Resistance' (tsf) Moisture (%) Minimum Required Compaction (%) Percent Maximum Density (%) Test Results 1 12 112 13 109.3 --- 7.7 95 97.6 Pass 2 12 112 13 109.5 --- 8.3 95 97.8 Pass 3 12 112 13 109.0 --- 7.1 95 97.3 Pass Type of Field Density Test: F ASTM D 1556 J_,/ ASTM D 6938 I ASTM D 2937 Minimum Required Compaction Based on: W. AASHTO T-180 (ASTM D 1557) ; AASHTO T-99 (ASTM D 698) Nuclear Gauze Info: Gauge No. 23333 Daily Standard Count: - Density: 2521 Moisture: 643- tt air, 1 , t So <jT� et 1 r El 0-12 - r c _ , v „ Circle, 'StructuralFill v �, il� A xK Front of house pad (footing subgrade) 2 1 0-12 Center of house pad (slab Subgrade) 464.11.1 3 1 0-12 Back of house pad (footing subgrade) Elevation/Depth Referenced to: I— NGVD r— M SL R7 Other: Inches below top of footing or slab subgrade 1 Structural Fill , 2 Final Grading Fill cc: Client ... (1) 3 Mass Grading Fill Wynne Building Corp., B. Bailey (field)... (1) 4 Utility Backfill - Sanitary St. Lucie County Building Department... (1) 5 Utility Backfill - Water �M 6 Utility Backfill - Storm 7 Compacted Subgrade 8 Stabilized Subgrade 13avid T. YAngs om Xiaoyan Zheng, P.E., PhD 9 Base Course Senior PUtracts a ger FL Registration No. 68330 10 Other: The original of this report was signed and sealed by the registered engineer in accorRule 1G15-I8011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion orm or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. ' Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. Fort Lauderdale • Port St. Lucie - West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 077 RAI RR47 '1/111 M!1 71 Pmrtrwec RannR PR 5� ' 16-JUL-2012,04:59 FROM:SOUTH rnoST bl/b4/ 1Hl2 12; 4R l /24b2bda3 7723446042 Tn!4626443 P.1/1 PAGE 01/01 PERMIT #: BUILDEP4CONTPACTOR: PEST CONTROL CONTRk PEST CONTROL- LICENSE We, the urnder4gned, het W srabterrenean termfbm in soar 54aanm W If area treed: Permntage of solution; ; Daft of Treatt mft FOOtltg10 Ott Ito -Treat _ r Tmatmert �,.,. Ra-Treat Otfie+r r,,x't Treat mot _.. PA -Treat ,A1nr Fort FL 34962 I62-2172 Fax 772-462 „4 TIE OF TERMM tuc Orf soli. TR ]OB ADDRESS: that vw have pre&mad 1tw WxNei with th4 standerxb of the Nra W& /�D G the mob ueed; -TOW galore Und; Thns of Thm*rm'ft 10 R� �t _Fertmeu r Mr fl AbW VMS mretbesdwwkftdlbin� �ar�al� recto4.7-8 filer ArpVm0ft a/Q wAm A aw4r prrwdad AD MWAV d pyas siioh r uled, awft a MWhredrp� d* br band m m danadWapt'Ard s s 0 W AmW* drspirafbctu It ON,W 4fNN 4 W k I M r.dh� a►rd � rre�rt dmw"U04pr�r�►ttcranae�rdsetorrar►dner afywKar� m protacAMeb D`'�s�ld�am�ldarrkrr�,�hallbre�me�p�v�en� b. dpn6rm d►�g �• st UKk County requkes for des fle#f inspecdod for co" a Perm "Elff rr Hbed ftir coim�at atlon. m ben and dibm mwtbe w ftj0# 15oI arrd e llp* ioterohr b toafElkre+w i�dr • �nrd a/ b t�M �srrar6l SbUm W be pWW am b r Y d � Z'ZC a M ax /1 tti! /�,(41 � h i Plant: Begin Loading: s TO Job: Arrive Job: Start -Unload; Finish Unload: Leave Job: Retum Plants O'S' 5 r` 1. Or 5 1 Customer Code Customer Name* Customer Job Number: Order 'Code d Date Protect Code:, Project Name ol?rotect P O.'Number Order P O Number W W f.� Prd try% s l ,° } s� � Js 29a }.� � .,, e... Ticket Date: DeliveryAddress Map Page Map/Row/Column Delivery Instructions _ €j # q r� ryD[spa tchen. 1r Ella z its V"t, a. �5IP v ' iz Ticket Number. Due On Job [_S j o "'r +..t Slump: rr •.^ a <_ Truck Number _.+ f (_} . t,tt_3 i::..t.at.,t Driver Nur�lber rk . t..t•:.�,:x3 1 Driver Name: �...,. ROLLING End Use: t7 yy� t ; \ . �:+t.,,.DNG - 1.-S 13 LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY a: •.::8 k t� 34 _ +.. r;kf 44 G 2500 RGF'! . >rir i°. ,. . ,F Ge�p,S SpYi ,S. L i".. RY 4d ..`.J44k.- d`J^+ ,Y" a �• l , ic t." R Hf"� Fe �,c sf xLv'!F'1 at " §'T_,�. �INIBf .. Salt .;F° s lttk .O' %'.[5Y[Ci# ,'1V Cash Check # / Aut h Code: Signature of Driver Receiving Cash: _; •• Cash Received; Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATERADDED:_ GAL YARDS IN DRUM: rap WHEN ADDED. SIGNATURE S CURB. ENE C/, S SEDAT OWNER'S/AGENT'S REQUEST: d' SIGNATURE Ll LOAD WAS TESTED BY: Notice: Our drivers will make every effort 'to `place ,materials where the customer designates, but the SPECIAL TERMS:: Any water added is at customers own risk. If water is added on job, concrete strength Companyassumes no res onsibili for damages inside curb or roe line. Customer -agrees to the 'is no longer guaranteed. WARNING: Product may cause skin and/or ye Irritation. CAUTION: Material terms of sale and delve and accepts concrete as is. Due to important factors which :are out of our may 'be hazardous to our safe and health. Please refer to the ba ; side of this ticket for Important P tY, 9 property rtY 9 9 9 Y Y delivery P P y Y b control afterdelivery,,this Company will not accept any respons€b€lity for the finished results: No credit for, safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL P ��t.:. V T �� � o i t�lf`?2' kitty? i.. O M NUM p ? CUSTOMER This Delivery Ticket inc6iporates here;- by reference Buyer's previously executed `" dit Application, if any, Seller's S t rnda d Terms and Conditions, Seller's Quotati .f any, and Seller's Order Confirmation (i ding limitations`of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable N10SH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega include corno referencia at cornprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier t6 nino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitations y garantias), corno acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y •que las cantidades y materiales fueron entregados corno se expresa en el mismo. Acepta pagar el monto de acuerdo at contaato; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales comp piedra caliza, dolomita, grauito, coca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiiilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados corno piedra caliza, dolomita, grauito, coca volcanica, arena, grava, y 6tros materiales silicios. Estos productos incluyen ceni.zas volantes (fly ash) la cual puede contener mas de 0.025% de si.licio c.ristalino. Peligros: Mezcla de cemento fresco y/o eenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reactions alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar. la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese las manor con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluy;.; agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene comacto con sus ojos, Iavel.os a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 V5 combinado Houston, Texas 77024 06/10 Para mas informaci6n visita.www.cemexusa.com. _ a� •'fir ZZCC-MEX 54E150313 pe 1Z ,X4 �-7 Plant: Begin Loading: To Job: Arrive Job: Start Unload: I Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Project Code:. Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code /Date: , Project P,O. Number. Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: r Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: +.f Jp L t' . t l f .:t.,_' i l:r�f - • tl,,}r_`r _. qq _ i�.! i t k•tS�1iI'.. ._ Y5i QUANTITY I LOAD CQUANTITYE I QUANTITY ED I MATERIAL CODE I 7. PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT l; Cash Check # /:Auth Coded Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect - Without Standby Charges: Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE / CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: V� - SIGNATURE 1 ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property ine. Customer agrees to the is no longer guaranteed. � NING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous I safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling, information,,and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZEDiSIGNATTUURE': within one business day after the receipt of materials. V 68UNIVERSAL CUSTOMER tdh J,is Delivery Ticket incor�orates1ierei^ 1— reference Buyer's previously executed Credit Application, if any, Seller's. Standard terms and Conditions, Seller's Quotatic 'any', and Seller's Order Confirmation (it ling limitations of waivanties), y s, f fullLy set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard. Tenn_., m.d Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye.irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting ;and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, .keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush dyes with flowing water for 15 minutes. If dust .is inhaled, move to fresh -air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way; Ste. 100 V5 combined Houston, Texas 77024 06/10 For further information, please visit www.cemexusa.com. Este ticket de entrega incluye Como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier 16rmino estandar, condiciones del vendedor, propuestas del vendedor y Orden de confirmaci6n del vendedor (con limitaciones y garantfas), Como acuerdo total del ticket de entrega ("Contrato".). El vendedor proveera los tdtminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados Como se expresa en el mismo. A.cepta pagar el monto de acuerdo al contrato; al menos que se identi- i! fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES 1 os productos de agregados son materiales naturalles Como piedra caliza, dolomita, granito, coca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaflilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen' cemento Portland y productos de agregados Como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel -y Ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci.6n en Jos Ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, Corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si. son inhalados. En caso de ser in.geridos, mantenerse " en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar, la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud degende en is Juraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto Con Ojos y contacto prolongado con la piel. Use guantes, protecci6n en los Ojos ,y ropa Prinieros adecuada para protecci6n. Lavese ]as manos con jabs}n suave y agua despu6s del manejo de materiales. Evite inhalar ,mxilios: polvs. Si se expone a polvos mas de los limiter recomenclados, use protecci6n respiratoria. Primeros, {r Kili, r c5iso de contacto en los Ojos, fluya agua en la parte afectada por 15 minutos. Si ., :i 'tI r `ti pork , p6iigase a acre fresco. Si el ce,i': nto fresco tiene COntacto con sus Ojos, lavelos a fondo con Acuda a atenci6n medica inmediatamente si la irritacuji, C'Outinua. V5 combii;auo 06/10 CEMEX 920 Memorial City Way; Ste. 100 Houston, Texas 77024 Para mas informacibn visita www.cemexusa.com. ZZC M C- xs 54550 17 Plant: Begin Loading: To Jtib:` Arrive Job: , Sfa ll'nload. ` Finish Unload: `Leave .fob; Return Plant: " (t �rr3 CustomerQode fte;° CustomerName.,r 3 # # } }f It ustomerJobNumber:,, Order Code Date: '•' tt ii s pp � q4 t� ^p 8 .� '�. c� , ..:i + . : 4,?C '�„,.. t + cb- >,.. u. r .1+, . 0 i`i' �:, i }�. .. ° a F{ ! 3. .. F Pro/eCtCode t �� ProjeetNeme sett , fit, �`a t< t i _ ' Pro/€ctPO'Nariher g # l Or gT)VO Ngr ber st x, �j , �:rt � ^'Y �;�suc 'S k .w3 ��i.. x+t j•� .. ... _ . _ _ ,.... , Ticket'Date: Delivery Address: Map Page: Map/Row/Column: 5 �J6"�} 3T ,Pi 4°c�< �fi,6•„4:1 ..}+i._t:.x.. ",4'.ift'+tt # 'it {,11W-A— :_,�. - .. Delivery,lnstruohons:, q Dispatcher e Ticket Number J !,l.r g "t. � J— '! s * i. f. 'dr, #,5: F if,)M , 1. '. Ft? i,`j�,;L, h,t id} Due On Job:. Slump: Truck Number: Driver Number: Driver Name: End Use: SAD CUMULATIV ORDERED MATERIAL CODE PRODUCTION DESCRIPTION �fIT(:Er- f, t'ti..!r QUANTITY ! .t -QUANTITY ..; 9. s .+, e_... i;•_. C1Cl.la I.. t V ' l.z .,l.,tti ,sa,' r 4t:ix lltwA.lu *fl Xif r, : .,J1-- Cash Received: Total COD Order Amount to Collect Without Standby Charges: WATER ADDED: 11 ` GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT QWNER'S/AGENT'S REQUEST: 1�/7 err% I'M V'•-,V i— I Q LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials wherelthe customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. C/ terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ti control after delivery, this Company will not accept any responsibility for the finished results. No credit for ,safety handling information, and to the material safety data sheets for additional informati returned concrete. Buyers exceptions and; claims shall, -be deemed waiyed+unless,made to us in writing AUTHORIZED SIGNATURE` within one business day after the receipt of rriate-H s. X 68UNIVERSAL CUSTOMER This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Se111cj-VQtotati-- -f any, and Seller's Order Confirmation (i ' ding limitations of wm-ranties),fa�,f f;',y set forth on this Delivery Ticket ("Agree it"). Seller will provide the Standard Teri id Conditions upon i7equest.Buyd agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock., sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel., and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye bums and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust, from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested., keep warm, at rest, and drink large amounts of water. Fly Ash may Contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush dyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX 920 Memorial City Way, Ste. 100 V5 combined Houston, Texas 77024 06/1.0 For further information, please visit www.cemexasa.com. Este ticket de. entrega incluye como referencia al cornprador (ya previamente ejecutada en su aplicaci6n do crddito); cualquier t6rmino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmaciOn del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los t6rminos est6ndares y condiciones detal- lados on caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y . materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contrato; at nienos Clue so identi- fique con una nota at J.rente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como pi.edra caliza, dolomita, granito, coca volednica, arena, grava y otros materiales silicios. Los productos do cemento incluyen Comento de tipo Portland, de albahile.rfa, pozzolan (tipo IP), aZUlejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volednica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas vola.ntes (fly ash) la cual puede contener mds de 0.025% de silicio cristalin.o. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los ojos, quemaduras en piel y ojos, y reacciones al6rgicas on la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, pie] y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicon, los cuales pueden. causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, rnantenerse en temperatura c6lida, reposar y tomar grander cantidades de agua. Las ' cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar. la liberaci6n. del amoniaco. La inhalaci61-1 del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y puli-nones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa adecuada para protecci6n. Ldvese ]as manos con Jab6n suave y agua despu6s del manejo de materiales. Evite inhalar . expone a polvos mAs de los limiter recomendados, use protecci6n respiratoria. 61ios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con a atenci6n m6dica inmediatamente si la irritaci6n continua. CEMEX 920 Memorial City Way, Ste. 100 Houston, Texas 77024 Para 1-nAs informaci6n visita www.cemexusa.com. d ZZCC-MEX AUG 10 2012 54550769 Customer Code! Customer Name! Cuetomor Joti Number; Ordor Code / Dets: ,026605 RODNEY HAL.LO S CONCRETFE CONST � 039 08/09/ 12 ProJOott`a0ds:, j'PrpJdatikliM`;' !i'i! . „ r_' yi, :#•I,. 1111,f IdA0`Nutalter :!. IDrdel"PA&,Number 4088.1,494 KAT-,, EW '. LL, 'i; ,AtL'L,. iW0,RK j VETMR 'L 'RODN EY I VERBAL lR06NEY• TlekdaDOW Dellvilrygddreae: Map Pepe; MeplikowlColateh; xsN DalIvs Irmirudd i.,ra.. ;rJ "I, ,,;- ;.`M1:U %Q? tM1ti,°: i('s °!'i . sei)Sr_` ! , + ��ry a»a�'LI,,{t f.' .:.,'4.,; -s"r^ X;' r'.Sr 1':.. ,`''; �n tchaF.'• GAI"9 Y ,l7., 1'' 44`.l y'•_ . .p��(��yl' L'1 �i " .' •' '. '' 4 '� ��.� r� - 1 ti . �: A.i, ,F ,'�t'R',":,i1 ':,i;'`•, �, l: , 1.. ;a:�; nP 'f:7Y`S �i t;? d s"",9 p: ,�'. ,T r! ',:1', o a „ F T'� -LE R 'L , I'• � Yt^ �''}, '�''' .. TleketNumber. y, 'i,- 'in � , :!� .� ".`::•I!i "r^,' "! �.��,^ i.ill•''t.''�I �i;:i', i.' '4'":'la; ` , , � '!:;;rl;b'!riR.l+jt '„'��„r'I d,j^j'�,.�. .jj,:'�f°Ai',:';I, �,3220,34158 Due On Job; Slump; Truck Number; Driver Numbers Drlv*r NsmC End Use; 15: j1002 109207 K ONE BLDN : EXT 51JA LOAD QUANTITY CUMULATIVE QUANTITY QUANTITY ORDERED CIUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 10 3�00 PRP'M W/SAN'D afo,b"w�r "�• I.l � _ "y�{:��.';��� .:11,,;'v. a'i:�..'ri_t;-' i;;.,':%'1�'j:�l :r •YK'�`,`Ao-')�':lik" 1. 4�/+;'�,•{s�', 4'Y t;. t',� FUEL GLIRCW�i;R�'E 1. 00''Ir,s;:,.-',RONMRN'TAL: �1 CHARGE 'mail 00111 Chock 01Auth Coda: Signature of Driver Reoelving Cash: Cash Resolved! Total COD Order Amount to Collect Cheek Without Standby Chlreeet Chergo Commenter WATERADDED: GAL YARDS 1N DRUM: WHEN ADDED. Old you do your circle of sfifi#y? Did you identify hamds? Did you use your goggles when st pump? Did YOU USe your safety GD 97 - Did you oomiriuniratiE Unsa o ditionsto diVatcW~ drive+*? CURB LINE CROSSED AT QWNER'SIAGENT'S REQUEST: SIGNATURE 4 LOAD WAS TESTED BY: Notle*t Our ddvvry will make *vary short to Plooe mltedslo where the Customer dsalgnalee. but Iha SPECIAL TERMS; Any a 110 OWtogtsh owft tit 4- liter lit edtlnf on fob, crewels altength Company aewumes no responelolllty ter damogos Inside curb or propeAy ]Inc. Customer apnea re the Is no longer guar WARNING; Product may caue endlor eyo Irtit*tlon. CAUTION: Material terms of sale and dellvery and aompte, concrete as Is. Dy* to important factors which are out of our Mey be he ue to your sere nee hiellh. PI rMer fn the backside of thle ticket for Important control after dollvery. Ihle Company will not aooepl any responsibility rap the enlvhvd reaulla, No Credit for epfdty Ing In lakstlo no 1 for additional anformgtloh, returned mnoroto. Duyea exceptions aria otalms shell be deemed waived unloas mode to us In wndn U S p! wkhln one business day after rho receipt of materials. 89UNIVERSAL ORIGINAL LdAn UN M c "` X PREV TRN.: 1.00/10012 X3N33 091.988bZLZL XU3 8l bL ZLOZ/OL/80 �t2,0 S- Professional Insulators of South Florida FTC Insulation Installation Certificate To: St. Lucie Count Date: November 8, 2012 Re: 12050261 Lot/Block: Address: 14016 Cisne Circle Project: The undersigned hereby certifies that insulation has been installed in the above described property as follows: 1. Exterior CBS walls have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Fi Foil Rock Wool Blankets Density: X Aluminum Foil R-Value: R-4.1 Rigid Board Polystyrene Other Exterior (frame walls) have been insulated with: Spray -on Cellulose Thickness in inches: Fiberglass Blankets Manufacturer: Rock Wool Blankets Density: ]Other Aluminum Foil R-Value: Polyurethane 2. Ceilings (rear porch) have been insulated with: Spray -on Cellulose Thickness in inches: 10.25" Fiberglass Blankets Manufacturer: Owens Corning Rock Wool Blankets Density: X Fiberglass Blown R-Value: R-30 Cellulose Loose Fill Other Ceilings (Vaulted/Cathedral) insulated with: JFiberglass Blankets Thickness in inches: JFiberglass Loose Fill Manufacturer: JRock Wool Density: X Fiberglass Blown R-Value: Cellulose Loose Fill Other 3. Interior kneewalls have been insulated with: Fiberglass Blankets Thickness in inches: Rock Wool Manufacturer: Polyurethane Density: Spray -on Cellulose R-Value: Other 4. Garage partition walls of A/C living area have been insulated with: Rock Wool Blankets Thickness in inches: 9 1/2" X Fiberglass Blankets Manufacturer: Fibertech Spray -on Cellulose Density: Polyurethane R-Value: R-30 Other 5. The following have been insulated: CBC1254039 Competency # WYNNE BUILDING CORP Professional Insulators of South Florida, Inc. General Contract/Builder Insulation Contractor 00 "a"Q# amps �*�wi�"�•a�+�rwcr ew rq�q a MOM �uop POW H. /NIA � �'+wv�:►;a6Qa�J ��� q�d p/� Yp'�►�AvMrpYp w°Z7�0i.70� *Q� �u�NRp■■q P�i'l�y �11►� p m7pJw 4w"u mw �� � � 3LI�iY�1�L rrt••.�•w. Lp maw wn~ft o�N MA Ja �p �p yam► pw «ca ► 04 am WA yv Mof'61 %MW u ;UM say wrt A o' it m— 0 �— " OUR** *Ilp eoqLm=d T :P R04 a A vmv ambs xMPJ=* kq NNUM u*oua+QWM mW AMLmq VMAFJWLMnoIM 9 asmn 91oxwco .LS3d :voLwdmcohscnjns 14 JJWMd TO/To $19*1 T/T'd 2"g � C401 ZYIS l 90 H1f10S:W0ad b2:SO 2TO2-AON-T � t 54759414 b Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 0 t' Customer Code: Customer Name: iY�!f<",;, ,::.F`:� (-Fi �I:ii'�?C-. `r'� . �i `!� .L..'a r.� •'t."•�'. �•�'?:� _�. 1�-:. _ ..:�I,_:, Project Code: Project Name: Ticket Date: Delivery Address: 4 Delivery Instructions: Customer Job Number: Order Code / Date: r. Project P.O. Number: Order P.O. Number: Map Page: Map/Row/Column: Dispatcher: Ticket Number: Due On Job: , Slump: Truck Number: Driver Number: Drlver Name: End Use: _ RR .,•,_ L Pj`•i i r_ o LOAD ^, CUMULATIVE ORDERED OUANTIQUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION uOM ;- UNIT PRICE AMOUNT TY� iu ••,) 4 .+ I >, ...! � � ., jr 1. r t~ ! � i . t ` r t.. i t- ' t:u, to 'f JF L i Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect ' Check Without Standby Charges: Charge s"`S Comments:/ WATERADDED: /P /GAL YARDS IN DRUM: /( WHEN ADDED. ' SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where Ithe customer designates, but the SPECIAL TERMS: Any water added is at customers own riskrlr Ovate s added on job, concrete strength Company assumes no, responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product mayuse caskin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due toilmpor ant factors which are out of our may be hazardous to your safety and health�Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibifity for the finished results. No credit for safety handling Information, and to the,nta`terial safety data sheets for additional Information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL P R'. r L i)A!) t i i t M' ., INVOICE !' This Delivery Ticket incorporates herein by reference Buyer's previously executed C-�dit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotat if any, and Seller's Order Confirmation ( iding limitations of warranties), as if fully set forth on th?' ,Delivd Ticket ("Agr( ;nt"). Seller will provide the Standard Te`r,m� and. Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust -above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately {lush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 (- ssner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www,cemexusa.com. Este. ticket de entrega incluye como referencia al coinprador (ya previamente ejecutada en su aplicacion de credito):j.cualquier tdrinino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con lint,"u.mo'n s y 'garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera Jos terminos estandares y condiciones aetal- lados en caso de asi ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagan el monto de acuerdo al contacto; a] menos que se identi- fique con una rota• al frente de este documento. 11" N D[!S:\.Il\ Y��J_Dal% I Dl �.r�lLJ:t�I Il�l�:r�)►'f /l'D[�it]\[�1 � DM [�1L�J \lt_y_/I*t. 'L�J—W.11031 Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, coca volcanica, arena, gravy y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiulerfa, pozzolan (tipo IP), ar_ulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de sili.cio crystallno. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritaciion en los ojos, quemaduras en piel y ojos, y reactions alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, cone y/o perforation puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amonaco. Seguridad: La humedad puede causar ]a liberation del amoniaco. La inhalation del amoniaeo puede causar toner, irritation o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese ]as manor con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limiter recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhal.a polvo, expongase a afire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a ateneion medica inmediatamente si la irritation continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas _77024 02/12 Para mds information visita www.cemexusa.com. A6�& CC -ME X 54759416 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: 092 ' J. o I : Customer Code: Customer Name: 3 (',fi 0, t)-c_:i N"01 i CEW HALL' CS) E:C1!`.fE gF��"i CE31'•ST Project Code: Project Name: +y 9':, L'.' i! t- LI Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code. / Date: Project P.O.. Number: Order P.O. Number: j Map Page: Map/Row/Column: s Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: �1� .. �., �" .moo i�tJ 1 `ir _,f.= _ t •��:__,+t_� - r] yr- it�}`•3�'t: �� °.r 1"C7N r p,,; f •� i=;. _ i .DNIUCE� [ �I =i.�. F ! i � ° h;- LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT 1 > 00 13 _N! s T FRE71'dMC1'y f l._ C'1- ARE--i '1 Cash Check # 1 Auth Code: Signature of Driver Receiving Cash: 4 Cash Received: Total COD Order Amount to Collect ° Without Standby Charges: Check Charge Comments: WATER ADDED��ARDS IN DRUM: a WHEN ADDED. rl r SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: ❑ LOAD WAS TESTED E Notice: Our drivers will make every effort to place materials where the customer -designates, but the SPECIAL TERMS: Any water added is Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: F terms of sale and delivery and accepts concrete as is. Due to Important factors which are out of our may be hazardous to your afety and control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information And to the rr returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIG%N'/AYU������22iE: within one business day after the receipt of materials. O ✓Q8UNIVERSAL 't=; it "1 t�1 ; ; ! t`!(?l�L7 `t INVOICE SIGNATURE I omers own risk. If water is added on job, concrete strength may cause skin and/or eye irritation. CAUTION: Material Please refer to the backside of this ticket for Important safety data sheets for additional information. This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati ,f any, and Seller's Order Confirmation (: iding limitations of warranties), as if fully set forth on thWDelivety Ticket ("Agre......,nt"). Seller will provide the Standard Ter.... ,nd Conditions upon"request! Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. v AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone. dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products .include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture call cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends, on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin.. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust.above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900. V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este. ticket de entrega incluye coma referencia al comprador (ya previamente ejecutada en su aplicacion de credito); cualquier terfnino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y 'garantfas), como acuerdo total del ticket de entrega ("Contrato" ). El vendedor proveera Jos terminos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al. frente de este docum.ento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturaley como piedra caliza, dolomita, granito, coca volcanica, arena, brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, rota volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cri.stalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritation en los Ojos, quemaduras en piel y ojos, y reactions alergicas en la pie]. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grander cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar ]a liberacion del amoniaco. La inhalation del amoniaco puede causar toser, irritation o gdemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en Ia salud depende ell la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios' polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritation continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.com. I St. Lucie County LAt2r4a, : Building & Zoning Deparboent ® 2300 Virginia Avenue Fort Pierce, 'FL 34982 772-462-2165 Fax 772-462-6443 Mite: Request for 30-Day Temporary Power Relew.-e Permit Number: -� '� Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO T ITr ABOVE DESCRIBED PROPERTY, FOR A PERIOi) NOT TO L'XCEED Z EIIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPAIIATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUF.�,T WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1.. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by const ruction during this time period_ 2. As witness by oor signatures, we hereby agree to abide by all terms and conditions of tiais agreement., including Building Division Policy, which is incorporated he.,ein by reference. 3. A11 conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4_ All requests for an extension beyond 30 days must be made in writing to the Hidilding Official stating the reason for the request.. Power may be removed from the site and/or a Stop Work Order issued if the Filial Inspection has not been approved within 30 days. A fee of $100.00 will be required to lif the Stop Work Order, WE HEREBY RELFIASI; AND AGREE TO HOLD HARMLESS, ST. LUC IE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF AN) TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANI,ACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONN]'i,CTION OF ELECTRICAL POWER IN THE EVENT OF VIOI�XfJON OF THIS AGREEMENT. OWNER Si.(�NAJAJ[ L" GENE CONTRACTt P,i_.ECTRi.CAL CONTRA SIGNATURE DATE 3; DATE sz" p�� JOSEPH E. SMITH, CLERK,^- THE CIRCUIT COURT - SAINT LUCIE COU'"""` FILE # 3705493 OR BOO' 91 PAGE 707, Recorded 05/18/2012 a ':32 PM no AFrFrFR RECORDING.RETURN TO: PERMIT NUMBER; I Tlu.5pnrc 1 n w—j Ym rvr.adi,gt tutu NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER-1 3 0 6 —1 1,1 — 0 n 01 —0 0 0 / 9 SUBDMSIO&� w�YSBLOCK TRACT LOT BLDG UNIT 6/7 34 39 all that part lying northeast of 95 2. GENERAL DESCRIPTION OFIMPROVEMENT:, Single family residence 3. OWNER INFORMATION:- a. Name b.Address 8000 S US11 Suite 402, PSL, FL 34952 e. interest in property d. Name and address of fee simple titleholder (if other than owner) 4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Wynne Development Corporation 8000 S. US1, Suite 402, PSL, FL 34952 772—A78-5511 5, SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 ())(a) 7., Florida Statutes: Tom_ Lee Spanish Lakes Blvd_ Ft. Pierce, FL. NAME, ADDRESS AND PHONE NUMBER: g. In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) .20_ - ---------^-•- 201- 0590 Matthew Lyle Wynne Vice -President Signs ure o caner or Print Name and Provide Signatory's Title/Office Owner's Authorized Ofracer/Director/Pariner/Manager Stale of Florida Countyof St - r.nrie n/► � The foregoing instrument was acknowledged before me this 10 day of I d , 20 1 'D B Matthew Lyle Wynne as VI C-f- e465lbe-T — y (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For Wynne Building Corporation / (Name of pany on behalf of whom instrument was executed) Personally Known Y ar produced the following type of M: DOROTHY ANN HAMER F'ts Notary Public - Stale of Florida 17.7PyT1��fN �7 AF.�lE1L = My Comm. Expires Oct 2, 2012 (Printed Name of Notary Public) (Signature of tart' Public) ?r Commission # DO 827096 Bonded Tbrougb National Notary Assn. Under penalties of perjury. I declare that I have read the foregoing and that the facts in it are e o e e belief (section 92.525, Florida Statutes). Signaturc(s) of O s) or Owner(s)' orized Officer/Director/Partner/Manager who signed above: By: — By R,. ergarap7(acm,J,nrl STATE OF FLORIDA ST. LKIE COUNTY THIS IS TOCERTl�`/..f).;i.r r;;;c ),A TRUE ANDCORI3�;;? ORIGINAL. t � • W T Spanish Lakes Communities Division Port Saint Lucie June 12, 2012 BUILDING C:ORPORATIbN U 8000 South U.S. #1 Suite 402 Port St. Lucie, Florida 34952 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 14016 Cisne Permit # 1205-0261 To Whom It May Concern: Prestige Building Division Miami In regards to the above permit, the mobile home that was located on the lot was moved out of the park by the homeowner. If you have any questions I can be reached at (772) 878-5513. Thank you, 7i A Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (561) 878-5513 Miami (305) 235-3175 INo. I DESCRIPTION 5ecGon -2- > BUILDING PLANNING (Chapter 3) _ LOCAL DESIGN CRITERIA (Table 1.2(1) unless Weathering area. L L f-.r r noted otherwise) load. R301.5) q 5 Frost line depth 1-1/14 -� Floor live (Table psf Termite area �f � � ��� � � Y Roof live load (fable R301.6) ,3 '7 psf Decay area / Ground snow loads psf Winter design temperature 2- Basic wind speed % U mph Ice barrier underlayment required Wind exposure category (R301.2.1.4) Flood hazards r`` 1,4 High wind design criteria applicable .(R301. 2.1.1) I / <- 3 Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) ROOM PLANNING REQUIREMENTS (R303 through R305 EXTERIOR WALL LOCATION (R302) A"IA 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) Exterior wall openings/penetrations and pro- jections (R302,1, Table R302.1) nen fr 120 70 N.A. 70 N.A. Width 7'-0" 7`-0" N.A. 7'-0" N.A cBilin 7'-0,( 7'-0" 7'-0" T-0" T-0" ceilin 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"t a nt 0% floor area 8%floor area 8%floor area 8% floor area 3 square fset PICILWOI VVJJUIo Y 4% floor area 4% floor area 4% floor area 4% floor area 1'!Z square feet . ` 5ee Sections R303 1 & R303 3 for mechanical ventilation and artificial light t 6'4' min. over plumbing rixtures. � � Required heating (R303.8) - Floorsurf. ace noncombustible; sloped floor (R309.3) SANTIGN R306 and R307 � I'1 �� Carport: open two sides; noncombustible Wafer closet floors; sloped floor (R309.4) Lavatory EGRESS R310 - R312) Tub or shower Basement and sleeping room window for emergency escape: opening 5.7 square feet Kitchen area with sink (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill Sanitary sewer (Chapter 30) height = 44" (R310.1- R310.1.4) AIM Private disposal (Appendix t) Al li4 Window wells (R3t0.2) GLAZING (R308) l 1-51 Identification (R308.1) �J 1A Louvered windows or jalousies (R308.2) n'y-Af Human impact loads lhaze�dous locattorr Al d Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) No opening between garage and sleeping room (R309. i) _ Opening protection (garage to residence); 131s" solid, wood doors, 20-minute fire -rated doors (R309.1) A/ M Penetrations (R309,1.1, R309.1.2) Garage -dwelling separation; 112" gypsum board on garage side, except %,11 Type X re- quired below habitable rooms (R309.2) -3- I - e A Exit balconies (R311.2.1) r/ Exit access or hallway ? 31 (R3f1.3) r� One exit from each dwelling unit (R3H.4.1) Gl Landings for doors (R311.4.3) Stairways; minimum width = TO"; maximum stair rise = 73/4"; minimum tread = 10" with 34"114" nosing; minimum headroom = 6'8" (R31f.5) Landings for stairways; minimum dimension —J 36" (R311.5.4) /V0 Special stairways (R311.5,8) Ramp slope (1:12 maximum) (R311.6) �L_ Ramp landing, minimum Tx T (R311.6,2) 0 Ramp handrails; one required if slope > 1:12 (R311,6.3) Under stair protection (R-T ii 2.2) Handrails; required on o , --'de of stair, hand- rail height = 34" to 38"; Type I or Type II grip (R311.5, 6 - R311.5.6.3) Stairway illumination (R303.6, R311.5,7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor suifaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) uvuCLLIIVIi UIVI I or-rnnriI IVI9 SI%. I I J Ttvo-family dv, - ts: 1-hour fire -resistance rating (R317.', Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) SMOKE ALARMS (R313) MOISTURE VAPOR RETARDERS (11316) Location and interconnection (R313.2) Required (R316.1) Power source (R313.3) DECAY AND TERMITE AREAS (R319 and R320) r Protection required (Table R301.2(1), 09.1, — --R92,94,� BLS Labeling (R314.2) rf� Surface burning, thermal barrier, specific ap- proval (R3 M.3 - R314.6) WALL AND CEILING FINISH (R315) lame spread (R315.1) Smoke -developed index (R315.2) iNSUULLATION (R316) v Flame spread (R31G.1) Smoke -developed index (R316.1) Attic (R316.4) f oyy l Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) .) Premises identification (R321.1) ACCESS iLITY (R322) V Accessible dwelling units applicable (R322.1) ELEVATORSIPLATFORM LIFTS (R323) fV 14 Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) �( Wood foundations (R402.1) Sill plate bolting in concrete/masonry ='/Z' di- ameter bolts or as required for unbalanced Fill 1/ Concrete, compressive strength (R402.2) within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Tabfe —f=00T1(�7GS-(R�03)--------�------------ ----- ----- ---- R�8¢1(2)) . L-<Soll bearing value (R401.4, R403.1) ,l f Footings adjacent to slopes (R403.1,7) . noting width (seepage 5) A/ /AL Frost protected shallow foundations (R403.3) Footing edge thickness = 61' minimum; footing FOUNDATION WALLS R404 - R406 projection = 21, minimum, but S footing thick- ness (R403.1.1) Top reactions, support, anchor bolt spacing fir Footings in SDC.0 orD.(R403.1.2, R403.1.3 [Tables R404.1(1) andR404.1(2)J and R403.1.6.1)' Masonry and concrete foundation walls (R404.1.1, R404.1.2) Depth below (outside) grade =12" minimum; but below frost line except for frost protected SDC D provisions (R404.1.4) footings, (R403.1.4, R403.1.4.1 and fii Maximum wall height Tables R404. i R403.1.4.2J Mg () - R404.1(3) and Tables R404.1.1(1) - R404.1,1(5)] -4- MINI (ABLE R403.1 MUM WIDTH OF CONCRETE OR MASONRY FOOTINGS mcW — LOAD -BEARING VALUE OF SOIL G' 1,J_�� 2,000 j 3,000 >_ 4 000 Conventional li ht-frame construction 1-storms 12 12 12 12 2-storV 3-story 15 23 12 12 17 12 12 12 4-inch brick veneer aver li ht frame or 6-inch hallow concrete masonry I-story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 B•ineh solid of fully grouted roasonry I -story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm,1 pound per square fool = 0.0479 kPa a. '"'�.PFB R44RILIM foalia9 width is 17 inrhPs a single nlhe of solid or fully grouted 12-inch nominal concrete masonry units is permiLled. FOUNDATION WALLS (cont'd.) COLUMNS (R407j-----__ '----_-- ----- -- -- Maximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) R404.1.1(5)] Struclural requirements (R407.3) Minimum nominal ,wall thickness ]Tables Anchorage (R407.3) R404.1(1) - R404.1(3) and Tables R404.1.1(1� R404.1.1(5)] � Wood columns ( minimum 4" square) (R407.3) Reinforcement size and spacing [Tables Steel columns (minimum 3" diameter, standard r R404.1.1(2) - R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R408) SIII plate size (R404.3) Ventilation (R408.1 and R408.2) Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) Drains required if habitable or usable spaces Access (R408.4) are below grade" (R405) Soif class (Table R405,1) Removal of debris (R408.5) Dampproofing if basements are below grade* . Finished grade (R408.6) (R406.1) Flood resistance (R408.7) Waterproofing if high water table' (R406,2) If uninhabitable, see under -floor space (R408) FLOORS (Chapter 5) WOOD JOISTS -AND GIRDERS (R502) _ Beanng 13" mint I­,3"o masonry or concrete) and lapped joists (311) Species and grade (R502.1) (R502.6, R502.6.1) Joists — Sleepingg areas, LL = 30 psf Lateral restraint'and bridging (R502.7, (Table R502.3.1(1)] R502,7.f) Joists — Nonsleeping areas, LL = 40 psf j Drilling and notching (R502.8) — Fable R502.3.1(2)] �7 Cantilevered joists (Tables R502.3.3(1) and Fastening (R502.9) R502.3.3(2)] _ Framing of openings (R502.10) Girder spans and header sppans for exterior Wood trusses (R502.11) bearing walls (Table R502.5(1)] Girder spans and headers ppans for interior Draftstopping (R502.12) bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- uumecrc ru�urc an�f+I nuvu trt�u.�,a ) Allowable span (Table R5(,," End joints (R503,1.1) STEEL FLOOR FRAMING (RbUS) Cold -formed ste )plicability limits; in -line framing (R505.11, WOOD STRUCTURAL PANEL SHEATHING (R503.2) Structural framing (R505.2J f Material (R505.2.1) J. Identification (R505.2.2) 1 . Corrosion protection (R505.2.3) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans [Tables R503.2,1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Fastening (R505.2.4) Floor construction (R505.3) CQNC,RETE FLOORS (ON GROUND) (R506) Thickness: 3112" minimum; Concrete strength ,,-(R506.1) IIIJ Ld11011 U11 (lauc 11UVL. J, �� --rr- fill = an; maximum sand or gravel fill = 24' TREATED -WOOD FLOORS (ON GROUND) (R504) R506.2.1) Base course: 4" thick with maximum 3/4" Base course: 4" graded with 2" maximum gravel or'/z' crushed stone (R504.2.1) /aggregate (R506.2.2) Moisture barrier: placed over base course Vapor retarder (R506.2.3) (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) GENE�RALL 601) F-' ensign (R601.2) Com Component and cladding wind loads [Table P g 3 )] �/ Windowsflows in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) f 6'1- Construction [Figures R602,3(1) and R602.3(2)] --Al- -Stud-grade-(R602J 2)_ - -- ---- - - - -- - �"'� Exterior walls (R602.3) Stud spacing (R602.3.1) Mli' Interior load -,bearing walls (R602,4) Interior nonbearing walls: 2" x 31, at 24" o.c. or 2" x 4" flat at 16" o.c. (R602,5) Drilling and notching — studs (R602.6) 'V f Drilling and notching —top plate (R602.6.f) f Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602, 7.2] Fireblocking (R602.8) % (,* Cripple walls (R602.9) _ Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table R602,10.1) Wall bracing length (R602.10.4) SDC D (R602,10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) -- - — Structural framing (R603.2) Material (R603.2.1) ° Identification (R603.2.2) Corrosion protection R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) M SHEATHING (R604 and R605) Wood structural panels (R, Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) _ General design (R606) SDC C and D (R606.12) Unit masonry (R607) Al % Multiple wythe masonry (R608) f/ Grouted masonry (R609) /`�% Glass unit masonry (R610) INSULATING CONCRETE FORM WALL CONSTRUCTION (R611) General design (, i and R611.2) Type of ICF wall design (R6 i1.3 - R61 i.5) Construction requirements (R61i.7- R60-9) CONVENTIONAL CONCRETE WALL CONSTRUCTION �612) /4` Design basis (R612.1) WINDOWS & DOORS (R613) I V'' 1 General; window sills perform nce; testing and labeling ( ) _ WALL COVERING (Chapter 7) WALL COVERING (R702)_1" (14- Wood shakes and shingles (R703.5) P' 6� Plaster matertal (R702.2) taster support (R702.2.1) ypsum board material (R702.3.1) Gypsum board support, application and fas- tening ,(R702.3.2 - R702.3.8) Ceramic file (R702.4) IL'b� Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) _ Stone & masonry veneer (R703.7 & Figure R703.7); Sleel angle lintels-4" minimum bear- ing each end (R703.7.3) Veneer ties: #9 U.S, gage wire or #22 U.S. gage by'18" corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind> 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1) - ''V Flashing (R703.7.5 and R703.6) 4111' Exterior insulation finish systems (R703.9) Fiber corn ent siding (R703.10) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (13801) Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1� 4 Framing details (R802.'a„ f /V (,e Rafter tie (4' o.c.) (002.3.1) Collar ties (4' o.c., in upper third of attic) (R602.3. f) f1/ (� Lateral support and bridging (R802.8) � ,w { r _Framing of openings (R802.9) _-- Wood trusses (R802. L-6. —tom— Roof tie -down (R802.' I -'I CEILING JOISTS [Tables R802.4(1), R802.4(2)] i ou a is storage; tom= 1 ON,f With attic storage LL = 20psf Spacing U f 'Species _— P Grade N� Purlins (2" x 4" at 4' o.c. min_ imum) . t��2• I Span (Figure Q x. �, 3.1 _ Size f f'r' f /9 Bearing (R802.- a,,: y Cutting and notching (R802; . 6 Engineered wood products (R802.1, 6 -7- RAFTERS [Tables R802.5.1(1) - R8 1(8)1 STEEL ROOF FRAMING (f Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size Hc/HR; Adjustment factor G de Thickness General (R804.1) Structural framing (R804.2) Material (1?804.2.1) dentification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (13806) Ventilation requirements (R806:1, R806.2, ATTIC AC S (R807) Access requirements (807.-1) Nl TW allowable stresses/grading " Allowable spans (Table R503.2.1.1(1)] 803.1.2 INSULATION CLEARANCE (R808) Installation (R803.2.3) /A4/ Insulation requirements (R806.3, R808.i) ROOF ASSEMBLIES (Chapter 9) ROOF�.CLSIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903:2) ft-- i.�L Coping (R903.3) f�l Roof drainage (R903.4) 77M=_1der]fifi_qa1ion pecifications; physical ion- R904.4) - — REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Wood shingles (R905.7) Wood shakes (R905.8) �(� It -up roofs (R905.9) C/ Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) // Thermoplastic single -ply roofing (R905.13) //✓ I/, Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) Y�FCATION (R906) eneral (R906.1) REROOFING (R907) Clay and concrete the (R905.3) Materials and methods (R907.1) Metal roof shingles (R905.4) I Structural support (R907,2) —�� Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) Slate and slate -type shingles (R905.6) -8- MASONRY FIREPLACES (131001) Construction (Figure R1001.1 and Table R1001.1) SDG D reinforcing/anchorage (R1001.3 and Spark arrestors (Ri 9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (Ri003.1f and R1003.12) R1001.4) Multiple flues (Ri003.13) Firebox walls and dimensions (Ri001.5 and t jFlue area (appliance) (R1003.14) R1001.6J masonrY fireplaceR1 DD3.15) P ) steel fireplace units (R1001.5,1J Flue area (Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17) G, Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) (',himney crickets (R1003 20J —_ — — — Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) �y Corbeling (R1003.5). v Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004J) _ Installation (R1004.2) FA OTC RYBUILTCHIMNEYS(R1005) t �j Listed and labeled (R1005 l) /f \ !/ _^ Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) / v(4—Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) /_ Building envelope (N1102) — Compliance; material and equipment Mechanical systems (Nf 103) (N1101.2, N1101.3) Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) j . Appliance labeling (M130Z M1303) Appliance access (M1305, M1401) f Ot_ j I'p�A pliance installation (M1307) c/ Heating and cooling equipment; beating 4) ZExhaust and cooling load calculations (Chopter systems (Chapter 15) Duct systems (Chapter 16) f✓ ( Combustion air (Chapter 17) Chimney and vent location and terminations (Chapter 10 and Chapter 18) /L/ %14 peciai fuel -burning equipment (Chapter 19) oilerslwaterheaters (Chapter20) /-, /14 Hydroriic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) -9- Application (G2401.1) !� General regulations (G24u�)' Pipe sizing (G2; Piping materials (G2414) Appliance location (G2406) Air requirements (G2407) ri -installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) La /, Water service location and depth (P2603, Sanitary and storm sewer location and depth (P2603, P2604) f�vl / " Piping support (Table P2605.1) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misr, appliances (G2423, G2429 - G2453) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) 0Listed plastic materials (P2608) _ Backwater valves (P3008) Plumbing fixtures (Chapter 27) 1/2 Fixture traps (P3201) i/ Water heater size and location (Chapter 28) N Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) f u ;/,4. Penetrations of fire -resistance rated assem- Feeder requirements and load calculations blies (E3302.2) (E3604) "il Listed and labeled materials (E3303) i'r/i !ring methods (Chapter37) ervice equipment an d location E3501, r/ Required lighting and receptacle outlets S ,3506) (E3601, E3803) f/ Service size and load calculations (E3502) 331 Devices and lighting fixtures (Chapter39) :;�%vallable fault current (E3506) Appliance installation (Chapter40) JI` System grounding (E3507) • IV ice Swimming pools (Chapter.41) — � Required -branch clTcolts-(E36B3j- — -- — --ztl c 2ss2remnte-control signaling and power4im- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) /� / �/ j Provisions adopted (R102.5) Compliance with Appendix E verified _._ RADON CONTROL MEASURES (Appendix F) /(/fi Provisions adopted (R102.5) Compliance with Appendix F verified -10- Provisions adopted (R10,7 f' Compliance wi;''`-°ipendix G verified . PATIO COVERS (Appendix H) Provision adopted (R102.5) Compliance with Appendi verified PRIVATE SEWAGE DISPOSAL (A ndi e AP ovision adopted ( 0 .5) C lance w' Appe ix erified . EX TI G BUILDINGS AND STR, TURES (A�Pendix J) • nce with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions. adopted (R102.5) Compliance with Appendix K verified NOTES -11- St. Lucie County Building -& Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Wynne Building Corporation will be using the following sub -contractors for the (Company/Individual Name) l project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade- Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical S & W Electric, Inc. 2045 ER0009416 Plumbing Lind uist.Plumbinq & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing & 2F6n7 Waterproofincr, LLC CC('1329592 Gas IIPERMIT I I ISSUE DATE: NUMBER: J G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT �OR1�P BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: o[ 05 State of Florida Certification Number (If applicable): El 100 n I 6 SG have agreed to be the (Company Name/Individual Name) e le c f rr ca l sub -contractor for w ✓1 U (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED IGNATURE PRINT NArME DAT Business Name: '¢ LV 15 11?c Address: LL0 % O MeV— OGtd City/State/Zip:F //. 1` 4•.�Y-� Phone: email: OFFTCF 1PCsF ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT y _ SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26901 State of Florida Certification Number (If applicable): CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) \ r for the project located at 0\�o (Project Street Address or Property Tax ID #} It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED \ Wade Case SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: Lindquist Plumbing & Supply co Inc. 3185 Sneed Road Fort Pierce,,Fl. 34945 461-1969 email: lindquistplumbing@ymail.com r%U'V'Fd--Vi 7TC1W(1NT,V- lJ.l'1'it..•. %. 7" Y vie PERMIT # 1S$UE DATE G ST. LUCIE COUNTY PUBLIC WORKS y� BUILDING & ZONING DEPARTMENT <ORIO BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: P' R R State of Florida Certification Number (if applicable): CAC-0 7 43 7 9 Comfort Control of St Lucie County. Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: Phone: `� DATE Comfort Control of St. Lucie County, Inc. OFFICE USE ONLY: •1 1 PERMIT # ISSUE DATE l ST. LUCIE COUNTY PUBLIC WORKS ~'; y BUILDING & ZONING DEPARTMENT •'��olitoP BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 26607 State of Florida Certification Number (if appiicabie): CCC1 3 2 9 5 9 2 mrpasLre Coast `Roof irtg A Water•proofirici, LLC have agreed to be the (Company Name/Individual Name) Roof i na ' sub -contractor for Wynne Building Corp. (Type of Trade) (Primary Contractor) for the project located at �•7 (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED X4L.�, Andrew Kriska SIGNATURE PRINT NAME DATE Business Name: mrpasurp Coast Roofing & Waterproofing, LLC Address: 1 81 4 SW Ri 1 tmorp St. City/State/Zip: Port,St-Lucie, 'PT, 149R4 Phone: (7 7 7) 3 4 3— 8 3 0 3 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: \ -- #1 3-06-1 1 1 -0001-nnn/n; 6/7 34 39—all thatpartlying (Tax ID/Legal description/Address) northeasterly of I-95 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide,for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name STATE OF FLORIDA, COUNTY OF St. Lucie CI ACKNOWLEDGED BEFORE ME THIS � DAY OF IV /4; y 2011� BY Matthew Lyle Wynne WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED SIGNATURE OF N ARY NOTARY PUBLIC TITLE IDENTIFICATION. t4111V J- AFIV t TYPE OR PRINT NAME OF NOTARY v DOROTHY , HAFNER Notary Public - State of Florida • My Comm. Expires Oct 2, 2012 I Commission # DD 827096 O; ;°'� Bonded Through National Notary Assn. (SEAL) Property Appraiser - St.Lucie C - ,,,Lty, FL Page 1 of 1 PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 7 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �\�CIEO0 Site Address: 6487 SPANISH LAKES BV ParcellD: 1306-111-0001-000-0 Sec[Town/Range: 06 :34S :39E Account #: 4031 Map ID: 13/06N Land Use: PRKG/MOBILE City/Cnty: St Lucie County' Zoning: PUD Ownership and Mailing Legal Description Owner: Wynne Building Corp 06/07 34 39 ALL THAT PART LYG NELY OF 1-95-LESS SPANISH Address: 12804 SW 122nd Ave LAKES FAIRWAYS (PB 35-5) AND LESS THAT PARf Miami FL 33186-6203 More... Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 22015900 Land Value: 7995000 Acres: 326.34 5/1/1986 1315000 02 CV 0502 / 0947 Assessed: 22015900 Building Value: 14020900 1/1/1984 674200 02 CV 0422 / 2136 Ag.Credit: 0 Finished Area: 25655 SgFt Exempt: Taxable: Taxes: 447928.9 BUILDING INFORMATION sysxu„was EEANtE9 11 (45f1 ar�n e Exterior Features View: - RoofCover: - RoofStruct: - ExtType: MHPK - MH Parks YearBit: 1990 Frame: - Grade: Y_C - Commer C EffYrBlt: 1990 PrimeWall: - StoryHght: 0010 -1 Story No.Units: 1052 SecWall: - Interior Features BedRooms: 1453 Electric: - PrmintWall: FullBath: 0 HeatType: - AvgHtlFI: 1/213ath: 0 HeatFuel: - Prm.Flors: %A/C: 0 %Heated: 0 %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type CSAV - COM POOL AVG Y 1 2720 AV AV 1990 1 2800-PRKG/MOBILE 191 -Site PA01 - POOL DK-AVG Y 1 6324 AV AV 1990 ASP2 - ASP2 LOW Y 1 544000 AV AV 1990 CNC2 - CONCRETE LOW Y 1 25752 AV AV 1990 CURB - CEMENT CURB Y 1 700 AV AV 1990 FEN1 - CHAINLINK 10 Y 1 343 AV AV 1990 FEN4 - CHAINLINK 4' Y 1 95 AV AV 1990 0 Measure Depth 1050 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prclid=130611100010000 5/21/2012 OF SURVEY.1 BOUNDARY PLOT PLAN U C TIE IN FINAL TOPOGRAPHIC COMPLETED ON: 7-11-12 ' DESCRIPTION: s ,, i SURVEYORS NOTES:. ' BEING ALL OF 14016 dISNE CIRCLE, 30 1. UNLESS -OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE OF THE UNRECORDED PLAT OF FAIRWAYS OF ST. LUCIE COUNTY, FLORIDA. SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO Z II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 CO065 J , EFFECTIVE DATE 2-16-12. ABBREVIATIONS: �- 4. FLOOD ZONE'SHOWN HEREON IS AN INTERPRETATION BY THE FIFE =FINISHED FLOOR ELEVATION 0 to .. SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD W R/W = RIGHT—OF-WAY ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE 2 8 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE to L = LENGTH OF CURVE 15 CENTERLINE OF CISNE CIRCLE HAVING AN ASSUMED SF = SQUARE FOOT BEARING.OF EAST, ACCORDING TO THE UNRECORDED PLAT A = DELTA OF CURVE OF FAIRWAYS, OF ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED 30 SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. BOUNDARY LINES SHOWN HEREON ARE FOR GRAPHICAL PURPOSES ONLY. EXISTING 7.02 's 20' PAVED ROAD RO j� CISNE CIRCLE `� 0-s PERMIT #: /2C5 S- O z' EXISTING N89.40'53"E 70.50' N 26.00 0 c 14.006 N O 0 12.00 pADp o 0 19 9"' o �o AVERAGE TOP 0 OF FORMS ELEVATION=26.10 w 2.61' ABOVE EDG OF PAVEMENT , 0 �a b 6, 17.02 1g'8o ppRS ' 0 Q CO tK SITE BENCKMARK ELEVATION= 23.49 ASSUMED m 41 �o S89.40'53"W 0 55.97' 0 EXISTING EXISTING 14016 CISNE CIRCLE LAST FIELD DATE: 7 SCALE: 1 "=30' ALEXANDER J. PIAZZA PSM, INC. WYNYNCERTIFIED T0: NE BUILDING CCf2P�C;RATION DATE: 7-11-12 Surveying • Mapping • Consulting 619 SW Blitmore Street DRAWN: CJM Port St. Lucie. Florida 34983 r I hereby certify thai the survey shown hereon is true and JOB NO,: *LEBf Phone: (772) 340-7770 correct and is_basee,on actual measeurements token in the Fax• (772) 340-2250 field. This. survey meets ,thc minimm Technical Standards 12-13777280 of Chapter 5J-17 El,ori�da adInin)-s4�ative ode._ DATE: REVISIONS: xg ALEXANDW J. PIAZU Professional urveyor & Mapper Florida Certificate No.: 6330 ` K:\fiUlLUCKS\UW(32U1Z\UVVL3\1L-13//.QWg, //11/LU1L L:11:4U YIVI