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Home My WebLink AboutSUBMITTED PAPERSOFFICE USE ONL�1_2 —It ' � ^� �� ,�� DATE FILED: c� PLAN REVIEW FEE: O RECEIPT NO.: PERMIT NUMBER: 1 �z CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION l ,�,� 2300 Virginia Avenue V`'" SCANNEDFt. Pierce, FL 34982-5652 O E3 Y 772-462-1553 ;, '-u0i0 County V (� APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: '�'� 603 m eLc, k 0 n e- 7r 2. PROJECT NAME: C r t V9-e-^ SITE PLANNAME:: 3. PROPERTY TAX ID #: 32 1 S 261 0 0 1 H 0 0 O Z- 4. LEGAL DESCRIPTION (attach extra sheets if necessary): T @ ro �c tr r 5 Sv b y75 v iSio�+ UD-F 1- to k 1 5. PLAT BOOK '� 6. PAGE NO. Op —I y 0 r IyD7. BLOCK NO. �_ 8. LOT NO. 1 7 9. 10. PARCEL SIZE (PAS/SQ FT.): Ci to00 LOT DINIENSIONS: 4 go X 3 sa COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 1-o i�""Ld Q 1(x 1$_ ovT donr'l k4c(ten 11. SETBACKS (ACTUAL) FRONT: ( BACK: 1 TL I RIGHT SIDE LEFT SIDE: 12. 13 14. TYPE OF CONSTRUCTION (Check all lappropriate boxes) [vf,NEW CONSTRUCTION [ ] EXPANSION/ADDITION RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: �4 r; I 1 w T �> o !q S SQ. FT OF CONSTRUCTION: 2 8 [ ] INTERIOR RENOVATION [ ] INDUSTRIAL 15. SF. FT 1st FLOOR: t90 C P lygS C see E1� C �osYIY �DV►w�) 16. VALUE OF CONSTRUCTION: $ Q S 9 5 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 $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Farm No.: 001-02 UPDATED 6/25109 OWNER INFORMATION NAME: SC n d- L--e s ,, C Dr ADDRESS: I R L o'� M tAL�� nee- eve CITY: S L STATE: rL Pj Email: AYTIlviE)' ��) L 2 0 2-� ZIP: -b 4 5 9 PHONE (D IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: PHONE (DAYTME): C—, ZIP: CONTRACTOR INFORMATION ST. of FL REG.CERT #: I'\ d a �l Z ST. LUCIE COUNTY CERT #: b BUSINESS NAME:Gi ✓� C�eS �-(7 ��)vt S I -� C QUALIFIERS NAME: ADDRESS• \P - ` L0-0Q E 0 rn 2 (,2 i n-t__ �i CITY: &-e r` � STATE: V L PHONE (DAYTIME): (7� 2 O 1 — % 7 C! 7FAX NO. 7 7 Z Cf &$-7Z73 ZIP: � 45 y Email: j i'CrkO c0V1S+i %�L as ARCHIT/ENGINEER: CO ),( d M e v7e,, � ADDRESS: g o b 3�(5 CITY: �� pM-i'� STATE: ZIP: PHONE (DAYTEVIE): BONDING COMPANY: N A - ADDRESS: CITY: 37 MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: �r ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked -up within 60 days after notification it will be voided and returned toyouby 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, FENCES, 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: YOUR FAILURE TO RECORD A NOTICE OF COMIy ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR RAPROVEMENTS TO YOUR. PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. . � v O NER OR CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE STATE OF FLORIDA `f - COUNTY OF The foregoing instrument was acknowledged before me this day ofaw)r— by-20 t 1 dQ'P_ IAgv\cesco who is personally known or has produced r as identification. Signature of Notary Commission No. • -(Mq. MI981ON OIVL' 8 62681 O EkpiRES: Marsh 22 F- E'ort{�d7hruN�t�ryP,2013 STATE OF FLOItII)A1 COUNTY OF The foregoing instrument was acknowledged before me this day of l 20 1 i by �`2l " �a�� d who is personally knower or has produced of N Commission No. as identification. 2013 c UhAe�1� NOTE: TWO (2) SIGNATURES ARE SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBU DER, 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. OFFICE USE ONLY BP #:I I ® 1.12 SECTION , 5 TOWNSHIP RANGE � MAP NO. t 1; ) ZONING LAND USE � p� LOT CVG % q . G? TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990. REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE (RADON) LIBRARY PUBLIC BID PUBIC BID PARKS IMPACT. IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF �— NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS. LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW RIEWW REVIFW REVIEW REVIEW DATE RECEIVED DATE'. 1 COMPLETED INITIALS r End -'-peering Index Shee,` Page 1 c Permit Number: Lot Number #: Miscellaneous: Address: Crippen Cabana The information in this box is for administrative purposes only and is not part of the engineering review. Ft. Pierce, FL St. Lucie Truss Fabricator :East Coast Truss Client: Di Francesco, Job Name: Crippen Cabana Job Number Date Building Code Specification Quantity 22427 07/18/11 FBC2007 09 7 SUPPLEMENTS Note: A Professional Engineer's Seal affixed to this Index Sheet indicates the acceptance of professional Engineering responsibilities for individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibility of the Building Designer, as defined in ANSI/TPI 1-95, Section 2.2. Permanent files of the original Truss Specification Sheet are maintained by East Coast Truss. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to East Coast Truss @ 772-466-2480. Notes: Refer to individual truss design drawings for special loading conditions. No. Date Truss ID# 1 07/18/11 Al H 2 07/18/11 A2 3 07/18/11 —CJ1 4 1 07/18/11 —CJ3 5 07/18/11 —CJ5 6 07/18/11 -EJ7 7 07/18/11 —1-11J7 .-, Standard Roof Loading: T.C. Live 20.00 psf T.C. Dead 7.00 psf B.C. Live 0.00 psf B.C. Dead 5.00 psf Total 32.00 Fv` 11 L' E GE q Standard Floor Loading: ASCE 7-05 T.C. Live 40.00 psf MWFRS T.C. Dead moo psf 140 MPH EXP. C B.C. Live 0.00 _ psf ENCLOSED B.C. Dead 5.00 psf Total 55.00 Ps Paul A. Beatty P.E. License # 47449 P:O. BOX 812 Estero, FL. 33928 With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G!5-31.003, section 5 of the Florida Board of Professional Engineers Rules. Pac russ I russ I ype y My 22427-DiFrani' 8like-CrippenCabana 22427 —CJ1 Jack -Open Ti l� Job Reference (optional) East Coast Truss, FORT PIERCE, FL. 34946 r.zou s bep i zuiu MI IeK In0useles, IOc. Mon iui itl i4:uo:Ji zuii rage i ID:q H2eOt9g U9jxslFyGmOsEbywgArrrt-zZoYBCierh7l t2g70b6yCuw8l Uekotl5OSJvoCyvvg2l 2-M 1-0.0 Co 1615 Scale =1:8.4 2-" 1 0 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.42 Vert(LL) 0.00 E >999 240 MT20 244/190 TCDL 7.0 Lumberincrease 1.25 BC 0.08 Vert(TL) 0.00 E >999 180 BCLL 0.0. Rep Stress lncir YES WB 0.00 Horc(TL) 0.00 B n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix M) Weight: 7 Ito FT = 20% LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C=-25/Mechanical, B=211/0-8-0, D=-43/Mechanical Max Horz B=146(LC 6) Max UpliftC=31(LC 2), B=-548(LC 6), D=-53(LC 2) Max Grav C=88(LC 6), B=258(LC 2), D=142(LC 6) FORCES (lb) -Max Comp./Max Ten..- All forces 250 (lb) or less except when shown. TOP CHORD B-C=-314/130 BOT CHORD B-D=-141/335 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. 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. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip JJOL=1.60 2) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) B 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 31 lb uplift at joint C, 548 lb uplift at joint E and 53 lb uplift at joint D. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job I fuss TrussType y Ply 22427-DiFran' Hike-CrippenCabana 22427 -CJ3 Jack Open Truss 8 1 Job Reference (optional) EaSt UOaSt irUSS, FUHI VItHUt, hL. S4y4e /.Lou SOUP l Nl U IWI I UK lllUU5UlUb, I11U. Wlull Jul 10 14:UJ:JJ Lu I 1 rays 1 I D:gH2eOt9gU9jxsl FyGmOsEbywgAm-vyvlZukvNIFI6LgV708QHJ?UoH KGGnXOsmo0t5ywg2G LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.01 D-G >999 240 TCDL 7.0 Lumberincrease 1.25 BC 0.08 Vert(TL) 0.01 D-G >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix-M) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C=39/Mechanical, B=201/0-8-0, D=9/Mechanical Max Horz B=249(LC 6) Max UpliftC=-84(LC 6), B=-490(LC 6), D=-59(LC 9) MaxGravC=47(LC 2), B=244(LC 2), D=34(LC 3) FORCES (lb) -Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B-C=-364/144 BOT CHORD B-D=-148/309 Scale=1:12.6 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. 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. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip •DOL=1.60 2) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) B 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 84lb uplift at joint C, 490 lb uplift at joint E and 59 lb uplift at joint D. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Fruss russ i ype7 Qty Fly 22427-DiFrar,' `,Nike-CrippenCabana 22427 —CJ5 Jack-0pen'T Job Reference (optional) taSt t;0ast I N55, 1-UK 1 F'ItKUt, hL.:54y41i bu a' ep 1 'LUl U MI 1 eK InOUSirlee, InC. MOn Jul IV 74:U�::Sb LU71 Yage 'I ID:gH2eOt9gU9jxslFyGmOsEbywgAm-rK12 al9vwVTMf uFRAuM4gl5zdkhlhJ4H7xywg2E 24)-0 S-0.0 Scale=1:16.8 Go `" d d d d I 5-0-0 1 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.42 Vert(LL) 0.08 D-G >717 240 MT20 244/190 TCDL 7.0 Lumberincrease 1.25 BC 0.21 Vert(TL) 0.07 D-G >847 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 C n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix M) Weight: 19 lb FT = 20% LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) C=85/Mechanical, B=243/0-8-0, D=30/Mechanical Max Horz B=345(LC 6) Max UpliftC=-193(LC 6), B=559(LC 6), D=114(LC 7) MaxGravC=103(LC 2), B=292(LC 2), D=65(LC 3) FORCES (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B-C=-331/126 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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. 51 Refer to girder(s) for truss to truss connections. 6j Bearing atjoint(s) B considers parallel to grain value using ANSIITPI 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 193 lb uplift at joint C, 559 lb uplift at joint E and 114 lb uplift at joint D. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss TrussTypel Qty PFy-- 22427-DiFrar 'Mike-CdppenCabana 22427 -EJ7 Jack -Partial Sn s 4 1 ~ Job Reference (optional) East Coast Truss, FORT PIERCE, FL. 34946 7.250 a Sep 12010 M7ek Industries, Inc. Mon Jul 18 14:05:37 2011 Page 1 ID:gH2eOt9gU9jxslFyGmOsEbywgAm-nj9pPFnPRXIBbz8HMsDMSBA9VueOCbW nOmEOsywg2C 3-84 3.3-12 i Scale=1:20.9 Camber= 1/16In M 0 d N C%1 2-0-0 7.0-0 Plate Offsets MY): IB:0-3-8,0-0-151 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdetl L/d PLATES GRIP TCLL 20.0 Plateslncrease 1.25 TC 0.60 Vert(LL) 0.34 D-G >244 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.29 D-G >288 180 BCLL . 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 C n/a n/a BCDL 5.0 Code FBC2007/TP12002 (Matrix M) Weight: 25 lb FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP SS 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) C=126/Mechanical, B=291/0-8-0, D=48/Mechanical Max Horz B=441(LC 6) Max UpliftC=-290(LC 6), B=-650(LC 6), D=-173(LC 6) Max Grav C=1 54(LC 2), B=349(LC 2), D=94(LC 3) FORCES (lb) -Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B-C=-305/118 NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip 4DOL=1.60 2) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) B 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 290 lb uplift at joint C, 650lb uplift at joint E and 173 lb uplift at joint D. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job Truss Truss Type 7 Ply 22427-DiFran Hike Crippen Cabana 22427 -HJ7 Diagonal Hip Gird—er 4 1 " Job Reference (optional) Ca5[ lAaS[ I N55, r-UK I MtKUt, r-L. 54a4D J)m = 478#/-1105# LOADING (psf) SPACING 2-0-0 CSI TCLL 2 ).0 Plates Increase 1.25 TC 0.87 TCDL 7.0 Lumber Increase 1.25 BC 0.37 BCLL 0.0 ' Rep Stress Incr NO WB 0.51 BCDL 5.0 Code FBC2007ITP12002 (Matrix M) I.— C Q.P I -I IYII I tlM1 IIIUUJl11tlJ, II IU. IV -I JUI IU 14—.00 LU I I raya ID:gH2eOt9gU9jxslFyGmOsEbywgAm-k5HZgxpfz80vrGIfUHFgXZFPGiJ3gO4HEiFL4Iywq2A 4-7-0 Scale=1:24.8 3X6 II DEFL in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.17 F-G >677 240 MT20 244/190 Vert(TL) 0.15 F-G >790 180 Horz(TL) -0.03 F n/a n/a Weight: 44 lb FT = 20% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BOT CHORD REACTIONS (lb/size) D=108/Mechanical, B=394/0-10-3, F=214/Mechanical Max Horz B=362(LC 6) Max UpliftD=-224(LC 6), B=-1105(LC 4), F=-648(LC 5) MaxGravD=132(LC 2), B=478(LC 2), F=266(LC 3) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-937/2210 BOT CHORD B-G=-2297/874, F-G=2278/884 WEBS C-G=261/163, C-F=-781/2027 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 3-10-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) B 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 224 lb uplift at joint D, 1105 lb uplift at joint H and 648 lb uplift at joint F. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6 lb down and 53 lb up at 4-2-10, 6 lb down and 53 lb up at 4-2-10, and 49 lb down and 162 lb up at 7-0-9, and 49 lb down and 162 lb up at 7-0-9 on top chord, and 21 Ito up at 1-4-11, 21 lb up at 1-4-11, 4 lb down and 16 lb up at 4-2-10, 4 lb down and 16 lb up at 4-2-10, and 35 lb down and 71 lb up at 7-0-9, and 35 lb down and 71 lb up at 7-0-9 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 Continued on page 2 Job Truss TrussType ;Qty Ply Aike-Cdppen Cabana 22427 -HJ7 Diagonal Hip Giraer 4 1 �22427-DiFran' Job Reference (optional) East Coast Truss, FUHT PIEHCE, rL. 3484ti (.zou s aap i zu i u nn Tek mausmes, mu. ivion du io ir:uo.oa zu i i Faye z ID:gH2eOt9gUgj)dFyGmOsEbywgArrk5HZgxrfz80vrGIfUHFgXZFPGiJ3gO4HEiFL41ywq2A LOAD CASE(S) Standard 1) Regular. Lumberincrease=1.25, Platelncrease=1.25 Uniform Loads (plf) Vert: A-D=-44, E-H=-10 Concentrated Loads (lb) Vert: K=10(F=5, B=5) L=-81(F=-41, B=-41) M=43(F=21, 13=21) N=1(F=1, B=1) 0=-40(F=-20, B=-20) job I ruse I ype Qty y 22427-Dil`ranti ike-Crippen Cabana 22427 �AIH Hip Truss 2 1 Job Reference (optional) test coast i fuss, rUK i HtKUt, rL. :AW45 2-0-0 4-0-7 4x12 = `-1 1001#/--2149# LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plateslncrease 1.25 TCDL 7.0 Lumberincrease 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 5.0 Code FBC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP SS 'Except' T2: 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.1 'Except' 132: 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (lb/size) B=846/0-8-0, G=846/0-8-0 Max HorzB=146(LC 6) Max UpliftB=-2149(LC 6), G=-2149(LC 7) MaxGrav B=1001(LC 2), G=1001(LC 2) 2-7-9 5x10 MT18H t,zbu s Sep 1 zU1 U MI i eK inoustnes, Inc. Mon JUI 1 u 14:Ub:43 zU11 Yage 7 ID:q H2eOt9gU9jxslFyGmOsEbywgAm-ctW4fJsA1 N WK1ubQj7KmhPQ3UJXOCEds9KDYDWywg26 2-0-0 2-7-9 2-M 1001#1-2149# Scale=1:34.4 Camber= 3/16 in CSI DEFL in (loc) Well L/d PLATES GRIP TC 0.98 Vert(LL) 0.66 I-J >292 240 MT20 244/190 BC 0.92 Vert(TL) 0.56 I-J >345 180 MT18H 244/190 WB 0.28 Horz(TL) -0.39 G n/a n/a (Matrix M) Weight: 77 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied. 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 B-C=-3075/6487, C-D=-3001/6530, D-E=-2831/6267, E-F=-2996/6490, F-G=-3075/6366 BOT CHORD B-J=-5923/2821, I-J=5910/2826, G-1=-5752/2821 WEBS C-J=260/188, D-J=-2017/872, F-1=-261/183, E-1=-2026/873 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph (3-second gust); TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint D =16%, joint E = 16% 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • 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. 9) Bearing at joint(s) B, G considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2149 lb uplift at joint K and 2149 lb uplift at joint N. 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 lb down and 259 lb up at 7-0-0, and 100 lb down and 259 lb up at 9-0-0 on top chord, and 301 lb down and 734 lb up at 7-1-8, and 301 lb down and 734 lb up at 8-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). POlI0tf8ASS(Mg6lbridard Job I russ I russ I ype I y 22427-DiFrant Ake-CrippenCabana 22427 IAIIH Hip Truss 2 1 Job Reference (optional) tae[l:Das[ Irus8, rUKI MtM t. r'L. 34U40 LOAD CASE(S) Standard 1) Regular. Lumberincrease=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-44, D-E=-44, E-H=-44, J-K=-10, I-J=-10, I-N=-10 Concentrated Loads (lb) Vert: D=-82(B) E=-82(B) J=241(13)1=241(13) /.,&DU s Oep l &UI U IVO I UK m usmBs, Inc. mun JUI lo-14:UD:4J 2ul l raga Z ID:gH2eOt9gU9jxslFyGmOsEbywgAn-dW4fJsA1NWKJubQj7KmhPQ3UJXOcEds9KDYDWywg26 " Job I Nss I russ I ype y 22427-Dram ,like-Crippen Cabana 22427 A2 Scissor Truss 1 1 Job Reference(optional) East Coast Truss, FORT PIERCE, FL. 34945 5x6 = 7.250 s Sep 12010 MiTek Industries, Inc. Mon Jul 1814:05:45 2011 Page 1 ID:gH2eOt9gU9jxslFyGmOsEbywgAm-YFeg4 tQY m2ZBlpgXMFmgVU17Jm4Ab9cdiflOywg24 l:VX1I 3x4 = 3x4 = 623#/-1192# 623#/-1192# 2.0-0 Scale=1:33.8 Camber=1/8 in LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.43 F-I >452 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) 0.36 F-I >535 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) -0.09 D n/a n/a BCDL 5.0 Code FBC2007/TPI2002 (Matrix M) Weight: 59 lb FT = 20% LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=522/0-8-0, D=522/0-8-0 Max Horz B=157(LC 6) Max UpliftB=-1192(LC 6), D=-1192(LC 7) Max Grav B=623(LC 2), D=623(LC 2) FORCES (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1331/2098, C-D=-1331/2136 BOT CHORD B-F=1814/1191, D-F=-1812/1191 WEBS C-F=l104/580 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. 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 7-05; 140mph (3-second gust); TCDL=4.20sf, BCDL=3.Opsf; h=1511t; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 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) B, D 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 1192 lb uplift at joint G and 1192 lb uplift at joint J. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Sep 20 11 07:18a DIFRANCESCO CONSTRUCTION 12/01/2008 00:08 5518819207 RIVIERA conTrenTAL. 1;E.IDEILBERGC.EM- E.NTGroup . 17724657873 p.1 PAGE 01/01 Continental Flolrlda Meterals Inc. -7 rb :J 13450-W. Sunrm Blvd., Suite 430 Sun^Ise, FL 3332, Tel: (954) 858.0780 CAUTIFINH Freshly mlxod•comartt. moriBr. UML13ADING orlvers ere FUNI Iril cvncmte OF grout may cause ,;41n Injury. Avoid- from dplIvqdngr cc moos except under Ift contact r Itn oyoc whore poealblD and wash truck'sown Wmr.and vuhQrvNlernndtvrs expc••ad .kin areas prcmptiy 4141h watnr. It any park the sale and prOPer• operation of hCq ccrnlerltn, atulvs got into n es. rinse Immoo toly equipment. arivres era-not-permr11W to and •rapna adly with waver nrid pot ltrorrial medical add w+lei to Ilte mix rlvr to go L%aprid th.o ueatman . Sawlacl, or grinding of c6rtorvt0 curb fne, t1j(Wt upon the adift 23 trr of masonry inita may teault in Ilia MCIovgP of duet the P0tc11An8r1PurCho.-c'S•Agenl and Hr, cn i' !-'a►=t ,f (X+ ��t3l :r�r, '11" r i„N!' pantries TIM, without the use of prvprr ayr of acctlptAt+c9 of dsk for tKry le;s dr•damepa 1 n _ r reheiratnr proleclioh, could C01166 eye or noao• / adfrnowladge tAnt f Pni-.few! lved and rE_1W� j Il J=1J) Irritetion. rhd Malerkll Salety Da18 Sheets far Pt r Ict d the rna"a q Bared an fhU IvCFer• r,- _ • _ld' I .r./ lite Prot oeic Sord by Mantlnvntal Florid?i 7 undeieland And ngrBa to. Me fpmTg On ,f Curb line croG�d ii ?urshaserlpunchgSor'£ Agent rbglte5l:•Ibltials of FllrrhaseWurehaseet MatCr{a1s Inc. ere avagnbls upon Mquest. tierh fn0 front and back o1'rrrts >ti SAL WATER Agent YART)SONTRUCK/GAL9OFWATERA00130 ADDED Initiai6 of FurchiserlPurchaser'a Agent acknow:adplrit addition of water at PRrohaserlPurdisaa,. 6. O ■ i 6 tf a 9 Agent requesl. �� } ARRIVALTIME. ° START -POUR -TIME FIr%18liPOUR TIME ,F.AVCJOB TIME / J i• !(� Yr r 1 1 PURC1ASER �J P'JRC•iASEFi'^a AGENT PURCNASEi/,`-IA5•RSAbENT P.O,MNOER/011NMEODY ZONE tOEItIINN[tHi TIMETICKEIEC GATE 1ICKE7 DELI Fl SOLO'f0 /' /iirt-%t AV4 cn ax TFI'I' TAIII,,,I7Iii:P6 CIF SM11A F" L .J:: Comrete Disposal: -yds l: FRD�UGT -.RR0Dl1CTPiF Cf11S�fIbN " :: •UNITOF; UNIT EIRENDER; OUANTIIY' i'. : dU/INT1Tii ' _OUfiNTfTJ' ' hIEA51lRE" PRICE . PRICE T)1S iAAO' dAoF}It 0 nEtltfEAEb C61aI r.�/�.Z R> 150..- }1.150}1• .l,.; (1'�1!1(" ;:IYiL11$•,1;wi C'?:%'.I'h-17`s:l'Sl:.11:l�.11li:{,..r _; .. -. !i ... - '� - '•'� .ire '•`' ., .. .' . .•r'• �'" ,_ '•. Truk n pun at Job Use of•Conc:a e PlanFfi Slump � : -SIB ' TUTAL GRlcium AirF.ntrnin SIIPCTPIGS. Drivers Name_, mL- r ,':r�: ••! a 60NCRE7E TESTED""" :l?tbTAl i . ...� Delivory Inglruetion5 'D ce, ues C f m r 1102 w� 09/09/2011 04:27 7725896e=^ K.S.M.ENG. PAGE 01/01 j KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 R O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (551) 845-7445 www.ksmengineering-not MEL80URNE (321) 768-8488 FAX (561) 846-8876 E-Mail: KSM@KSMENGINEERING.NEF ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-0469 DATE TESTED : PERMIT * CONTRACTOR JOB LOCATION SOIL COMPACTION RVORT ASTM D 1557 and ASTM 0 2922 September 8, 2011 1108-0042 DiFrancisco Construction 18603 Mach 1 Drive Port St. Lucie, Florida KSM JOB # : 111024-1 d1SHlkm ITEM TESTED Compacted Foundation Fill TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 38 108.1 110.9 97.5 2_ S.W. 38 107.9 97.3 Soil Description: Pale Brown Sand In Place Moisture: 9.9 percent Optimum Moisture: 12.2 Percent Max. Dry Density: 110.9 P.C.F. @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Minim =Aeiwif00 BiriiusSl'.`1 kto Natural Grade. E. 112.01 1 1 1 I 1 W E I I I I 1 I I I I I I I 1 H I I I ! I T I I I I I 11fl.0 I-•--•) ----I- -• 1- ---i--t---- - P I 1 I I 1 1 C I I 1 1 ! 109.0�-_..- F I 1 1 I I I- I I I l I I 108.04-----E—•-�I --+•-----a...--t----- D 1 I I I I 1 R Y 9 10 11 12 13 14 15 Building Department Moisture - % of Dry Weight 1111I11 "-' Ronald G. Keller, PE.: 372931 SI Lie. No.: 860 / Julie E. Keller, P E.: 68366 Sep 15 11 02:12p DIFRANCESCO CONSTRUCTION 17724657873 p.1 12/01/2008 00:08 561881 ( RIVTERA PAGE 01/01 ��T�.�;�� M s Inc. ` Continental Florise Vda ultG 4 134: C• W, Sunrise E71r<d., Suite 430 Sunrise, FL 3332E HEIDE�L•SERGCEME.NT G Tei: (954) 858.07E+0 GAUT!()N!! Freshly mkxed•comenl. morter. UNLOADING orwcsare preh'Wtd rou p • eonerola it grout may ceuso .Kin Injury. Avold• from 61Nedrigrconorote except under Ine d v Ith nypa vrhare p s and wash wciii 1 �jl eAI wifti rm soeandnd per.o.inconorMv expo:Ad ,kin Areas p•amptly with wntnt. H any psmvl r,ui ?ale end pmpet• oporatbn or Iut- expo jl Jtll AeleJ fl * cerfenb m xlv es grH in1D eyes, r.nee 'mmadigMly equlpmenf. DrlvAns ere•not• permttled to ' ; r and rdpaa edfy wl" water Me pot prompt rneftal add wa cr to Ilia mG nor Io go- beyond Iho treatmen . Sawing, nr grlrtding of cdnorote curb litre, axmpl upon the aulhonzatlm of mdsonry colts may raaut In the rchase• of duet the P4rc1lat:er/Purch0SOr'Shcgent and his i= f VI, P1117:M, panklesr htgt, wtnoul the uee of proDrr oYr' ar axepvttcri or risk for any Icss dr damage. ` �� r,��21,11TI; �a�� rRmirator, piolecUon, could Gauge eya or noaD• r aeknowrenge that i he VP. -received and "]t=r.l_ �! �1 irrlutlon. 1-hd M9lefrbl Satrap Data Shasta for bfrmpt-ad the rz:*I n z fmdan fhy ftcWt ^fl?,�-0'•' r ills Prot ueb sold by Contlnontal Florida ] unduisMnd and Agree to. the (ormc on Curb Ono crosscd it PwChage_oPurchnor's AgehimquAw Ihitiali of PurchasedPurcheaer's Matori01;: Inc. are avallabfa upon r¢quasl. bbfh ft rmnr end back of,11W ticket Tri rAL Agent WATER InAialc of Purr hnePr1Pwchsnees Agent aclotowledglng add)Rm of water at Purchy er/Purdieaerf. YARDS ON TRUCK/ GALS OF WATER ADDS D npoEo 1 O 9 15 7 6 a .4 S. t .2 Agent request. ARRIVALTIME- START -POUR TIME FINISH POUR TIME LEAVE JOS TIME A.-, PURC 4ASERr PUR0,1ASER u AGENT PUACRrISERI UyyRrrCHAS•RSA6ENT P.O.NUMBER/OADMEDBY ZOIUE J1EINl1MB6f TIMSTIDETED DATE TICKET Iy SO DTO -DFL1 R :.. 711IT ar- $fX31.4 r i,.. I.,.I.-r_: i,�T !1 .n . ..: ...:, ' J!"T Cancr@fe Dlspoal: yds `` �DU/iATttY:' : OUANTRY �IUdN►ItY' PRODUCT �hODtiCSDESG:A(f�FIaN ': - �� t1ylT'Or. UNR -,. ;EXTENDED°" TI7IS;LOA9 IIADE�I 0 qi JbeAeO==eoDE'• ,' :• AIEASTlIiE" ; aR10E: • pamg . r^fsr•i./l!)L• f:�•w r:/�':7.' I'r:!•,.:1�:.I. i4" .it(„/i;'�i��I,. ..��!�•�I-%:i1.�•. �,r.{I ,t,'�.�i. IiI^i,(-�� :�'ti�.�.l�:l`„�•iL3.,._.C�-: .. � �.�.�L M '3S F� r • -�t�:—r. . 17 Talck A piant•ri Slump PUP at JDh , Use of -Concrete `''�� •,;;,•p ,• •• `•: •: :Ui: Calcium Ar F.nlnln Super Plas, Ddyers Name — r .., •: ;>: 0 CONCRETE TESTED fdTAl•= ;'D F,nCtS,Cv Ptt3 (- Y-r) ? I- I IoB C or S7 'fit.%S on L. ►q� ub2 & Yu3 J 0 O Foift Platear FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCT -ION SOIL TROAlrMENT PERMIT #:_ 3013 ADDRESS: „1<1 � ® 3 MA ��OAL-:�' (� - BUILDER/CONTRACTOR: _ - %�* 8' s, PEST CONTROL CONTRACTOR: Qlelfzlzi PEST CONTROL LICENSE #: tit R We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: _ Percentage of solution: Date of Treatment; C1 ' 6' 2�-° .., �oting ✓Treatment Re -Treat ,Driveway -e- Treatment Re Treat Other _1st Treatment Re -Treat Chemicals used: _lu+ Total gallons used: Time of Treatment: • , �restment - Re-Treat R Pools - I" Treatment: fD e Treat P rim r for Final Inspection exterminator Note: There must be a completed f= for ead) required i&imentlr m*aut ment and this form must be on Ift falp slto to be picked up by the inspedvrat time of each Irxspeetfon or the scheduls+d inspection w111 fall and a resinspeMn fee dwyed FBC104.2.4 Certificate of Protective Tieatment for pro venOW of termlles. A weather resistant fobrsite posting board shah be provided to r&WW daplleate Treatment CeM iaaies as eerh required proteafve Vestment Is ampleted, pmviding a copy for the person the persmlt is Issued to and another COPY for the btrllding permit flies Me Treatment . CaVflcate shall prnvkle the product used, ldentilty of the aAafttor, time and date of Me ;tatment, site lnraatlon, area lTL9stod, chemk$! uWd perw'nt aonwnVatforr and number ofgallons used, -to establish a verlflable record of p►omwme treatment: If the sail dreM101IMMOr method for termft+e prevention Is used, Bnal exterior treatment shall Pe completw prYor fo maf bulldfng appnvvar. St Lucie County requires for the final inspection far CO, a Pernonent Sticker to be placed on t PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: oC 'iJ I �, State of Florida Certification Number afapplicable): C- 2S A. T tnh o r ' R o o f ms o s,.�have agreed to be the (Company Name/Individual Name) 00 f i ,4 � sub -contractor for D� �h �cs co CwnSr a (Type of Trade) (Primary Contractor) for the project located at 1 (o a 3 M I c-4 a A -L 3) r- ► V -e- (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) ORIGENAL SIGNATURES ARE REQUQRED ka,,J, siGNgrWRE PRINT14ANE DATE Business Name: SY;� 20 o Yr n 5 f n L Address: D r City/State/Zip: Phone: 737- 4 [. 6 L4y 40 . email: nFFrC F, TT.qF ON-LV: 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 follow' g described property: 1 O I oc�L'4 0/00 /Z (Tax ID/Legal description/Address) 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 Igor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Scc,-F Cr-L'eV c2t�� - - Property Owner Name Property Owner Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS a8�O DAY OF 201)�, Qj BY t)Q * Cr\ T7i7� WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED AS IDENTIFICATION. NSIGNAOF NOTARY TYPE OR PRINT NAME OF NOTARY (SEAL) NOTARY PUBLIC TITLE COMMISSION NUMBER JAMIE LEE PIERCE Notary Public - State of Florida a• • •? My Comm. Expires Apr 21, 2015 Commission * EE 51952 Bonded Through National Notary Assn, JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3626235 OR BOOK 335- PAGE 1435, Recorded 09/07/2011 at 02--,,PM AF MR RECORDTN0�O, PERNUT UMBER: Fa �r ,tp I N, Jryn rr•r vw., M Gn•,.n'm dmr luhr 1 It3� li J 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. rr77 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: _ 7� is ^ 80� 0 0 L L/-0 6 0/7- SUBDIVISION a 4M AL t 'BLOCK I TRACT LOT 17 BLDG UNIT I96o3 ►rmeh 6me jr<ve. PSG f- 3021 2. GENERAL DESCRIPTION OF IMPROVEMENT: _S t.'en In t r K r 4e4 e '1 3. OWNER INFORMATION: a. Name 2-90 T 4- r{ r 5Li t C' r i POt vi b. Address l 26 o 4 e"A c li a r:< iG r ,%-e- IPS L- fL 3 sf rl 8'% c. interest in property dj J a ✓S d. Name and address of fee simple titleholder (if other than owner) N 0 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: D ; Ert N e ft tJ PvHlT w 4:4 rtln z h(- g$4U trswj5orne p,nt iret,L , 1=T ,era- Ft 3VfV5- 771. 9L31 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 14 0 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: N A 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 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER:brir:nuStJ I'000y-e-10-1 XKL fi4a LCFf54ntC e f N�'� r� 8. In addition to himself or herself, Owner designates the following to receive a co of the Lienor's Notice as provided in Section -77L Y f 4 t gn g PY P 4&S8t3/ 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 5 A r a eiS A to e'er 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_ , e Dt,4- Signature of Owner or Owner's Authorized Ofrfcer/Director/Partner/Manager S.Co7 C r I pg-,-N . clu,1-tar- Print Name and Provide Signatory's Title/Office State of Florida County of The foregoing instrument was acknowledged before me this day of �' A: . 20�_. By 5C0� Cr1DT?Pl1 as, (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known or produced the following type of ID: Q11s '44JAMIE LEE PIERCE (Printed Nam` ofNotary Public) (Si afore of Diary Public) tSvai) �`+F Notary Public - State o1 Florida My Comm. Expires Apr 21, 2015 Under penalties of perjury, I declare that I h ere a foregoing and that the facts in it are of m 9eL M #[M1852 belief (section 92.525, Florida Statutes). BoMed ihroughalional Notary Assn. .r Signature(s) of Owner(s) or Owner(s)' Authorized OflicerMireetor/Partner/Manager who signed above: By; � By 5r.: r Criepo fur. asumaawta—d.0 STATE OF FtORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THATTHIS IS A TRUE AND CORRECT COPY OFTHE ORIGIu!'1 JOYEPP E.SMiTH,OCLERK By: Date: y-. DiFrancesco Construction, Inc. Michael DiFrancesco 8840 Lonesome Pine Trail Home (772) 465-8231 President Fort Pierce, F134945 Cell: 201-7797 License #RR0060892 .7O NM0_._ M Fax: 465-7873 lit r!` L IX11191 DiFrancesco Construction Inc, shall supply all the labor and materials to build a sixteen by eighteen summer kitchen as per plans drawn by Cook and Menard and dated July 181h 2011 DiFrancesco shall furnish all appliances and cooktop grill. DiFrancesco shall supply any lights and or ceiling fans. The Owner shall pay DiFrancesco Construction the sum of $9895.00. There will be two draws: Draw one will be $2500.00 upon signing of contract. Draw two shall be $7395.00 due upon CO and within 15 days. O ERPZ-DATED OWNERI�d DATED DIFRANCESCO CONSTRUCTION INff;'--15A--TED " /— BOARD OF COUNTY PLANNING & DEVELOPMENT COMMISSIONERS 1% Fri SERVICES DEPARTMENT BUILDING & CODE: REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE: S, IQ I I \ NO. OF PAGES INCL. COVER: 2. To: �V1rncPSC10 C�-:�cI I 1 nc- ATTN: SENDER: Lydia Galbraith COMMENTS: Gee �(Y11,J► ICJ` �Q' `, RE: I k � B oc�`i2 PHONE #: 462-1555 �� S Planning & Development Services Building 8o Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:. (772) 462-1553 Fax: (772) 462-1.578 PROPERTY INFORMATION Address: 18603 MACH ONE DR City / State [Zip: PORT ST LUCIE Parcel#: K15-801-0024-000/2 Zoning: AG-5 APPLICATION INFORMATION Permit Number: 1108-0042 Activity Type: Other Permit Type: Building (Miscellaneous) Review Comments FL 34987' Jurisdiction: St. Lucie County Lot # : 17 Block: 1 CONTRACTOR INFORMATION Contractor Name: • DIFRANCESCO MICHAEL Business Name: DIFRANCESCO CONSTRUCTION INC Business Addr:. 8840 LONESOME PINE TRL City / State / ZiE FT PIERCE, FL 34945 REVIEWS AND .COMMENTS Page 1 Owner(s): Scott S Crippen Leslie Crippen Application Type: Master Permit w/subs - OtherActivity: OUT KITCHEN W CONCRETE Stories:. 1 Automatic Sprinkler System? Review Type Status Reviewed By Documents Missing Pending Dawn Milone 08/03/2011 1 Comment NEED NOC 08/03/201.1 2 Comment NEED FILLED LANDS AFF. Front Counter Review Complete Dawn Milone To Be Reviewed by Zoning Complete Fax Number 772-465-7873 Date Started Date Complete Date Released 08/03/2011 08/03/2011 08/03/2011 08/03/2011 08/19/2011 Zoning Review Incomplete Lydia Galbraith 08/19/2011 08/19/2011 1 Comment PER STATE STATUTE A GENERAL CONTRACTOR CAN ONLY DO FIBERGLASS SHINGLES AND NOT METAL ROOF. PLEASE SUBMITA SUB AGREEMENT FROM A ROOF CONTRACTOR. IF THE SUB CONTRACTOR IS LICENSED YOU CAN BRING THE SUB -IN AT TIME OF PICKUP. e - TRANSMISSION VERIFICATION REPORT TIME 08/17/2011 12:36 NAME- SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.# BROE5J278861 DATEJIME 08/17 12: 36 FAX NO./NAME 94657873 DURATION 00:00:30 PAGE(S) 02 RESULT OK MODE STANDARD ECM T PLANNING &. DEVELOPMENT BOARD OF COUNTY SERVICES DEPARTMENT cOMMISSIONERS O p BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-103 jll 11 NO. OF PAGES INCL. COVER: DATE: its; ArrN: RE: SENDER: Lydia Galbraith PHONE #: 462-1555 core 3 PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY o" Frce+, CYS io t-1s�5 t �►^� L_ will be using the following sub -contractors for the (Company/lndividual Name) Project located at ) 6 03 1�1 et �� 0'� r-i v� 3 21 g, - (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 wdl.immediately.advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor- --- Si. Lucie County/ '--T-State of Florida = License Number Electrical �Lrj-)�L -2 6)I-L/ EC 13 010 `2 2- Plumbing HVAC/ Mechanical Roofing P %� �,c PS.u� CDh S r w c �Fh c P, 2 o G 6 0$ e Z Gas l� c uSE..ONLY: PERMIT I ISSUE DATE: NUMBER: � k l7� �2 l -__ J PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: Z6b�_l State of Florida Certification Number (If applicable): �G1300 RJ,L,J & ` M 6,6X-_F(U c— /0+kLc.5 /bPP/ytAN,thave agreed to be the (Company Name/Individual Name) GLR_,TN C A- sub -contractor for O l �-2N-k_-VSCo cooj i (Type of Trade) (Primary Contractor) for the project located at 17 fo 03 M 4 e-ti OK-e- ? Y - (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) 5INAL IGNATURES ARE REQUIRED Cb�P►n,c� I�UI�(�n�t�.1 � 2� !1 NATURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: email: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT 9 .`4c:;`• BUILDING & CODE REGULATIONS DIVISION e �1 i ' — BUILDING PERMIT MA - SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: / &6 -7_0 State of Florida Certification Number (if applicable): 2 2 o v 4 o S g L 4 r& yk Les LA-) Cons T X K c have agreed to be the (Company Name/IndividualName) �Z d a (' sub -contractor for f Cr" ,rs w (Type of Trade) (Primary Contractor) for the project located at 1 a6n3 yvluc � 0-,7e Dr1__ (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 SI TRES AM REQUIRED I i 1 rc A " t c e�'— SIGNATURE PRINT NAME DATE Business Name: Address: DtFRANCESCO CONSTRUMInN INC! City/State/Zip: DMU OME PINE TRAIL Phone: email: n1W1FTf'F TT.QF ONF V: