The URL can be used to link to this page

Home My WebLink AboutADJUSTABLE ROOF SYSTEMSU QD June 18, 2018 DE STEFANO ENGINEERING GROUP, PL \'Id5 (355_7 Gus Lovett Owner Florida Adjustable Roof Systems 2225 Howell Lane Malabar, 171.32950 RE. The Costanzo Residence — 963 Tarpon DEG File No. 182383 Permit # 1805-0557 Dear Gus, The plans examiner asked DEG to provide; 1. Please provide statement on plans, the and uplift`. ([A] 107.2.1) .r: �l iArnold/Sanders? BY ;fie COun$v RECEIVE® AUG 01 201.8 ST. Lucie County, Permitting Dr. structure & trusses are capable of supporting added loads , a. It is our understanding the trusses are being held down with imbedded truss anchors as Manufac- tured by Simpson -Strong Tie. Based on the Manufacturer's load chart, the minimum uplift allowable for the anchor load is 1450 Ibs.J The additional load being transfer to the truss tails as calculated based on ASCE-7 is -140 lbs. The uplift requirements for the existing trusses as calculated are -767 lbs. for a total load of -907 lbs. the truss tails are 2x6 #2 Southern Yellow Pine can meet a moment of 1218 Ib-ft the load of the truss tails as calculated is 368 lb-ft. Thus, based on the info added loads and uplift. If you have any questions or require additior Sincerely, DE STEFANO ENGINEERING GROUP, PL Mark A . de &Ef anon PE Mark A. de Stefano, PE ' President / Principal FI. PE 61657 Certificate of Authozation 27383 I i provided and our calculations,, the structure is capable of support the regarding this report, please do not hesitate to call. Sarasota Office Fort Myers Office 40 Sarasota Center Blvd., Suite 103 I 12651 McGregor Blvd., Suite 103 Sarasota Florida 34240 Fort Myers, Florida 33919 Ph. (941) 371-1724 Ph. (239) 267-3666 L ff 11 Iff AU TM-! 4EDDE STEFANO ENGINEERING GROUP, PL June 18, 2018 Gus Lovett Owner Florida Adjustable Roof Systems 2225 Howell Lane Malabar, F1.32950 RE: The Costanzo Residence — 963 Tarpon DEG File No. 182383 Permit # 1805-0557 Dear Gus, The plans examiner asked DEG to provide; SWNED BY St Ludo COUIntV 1. Please provide statement on plans, the ea loads and uplift ([A] 107.2.1) DEG cannot attest that the existing structure structural plans or further inspection by DEG. were inspected properly by the building depc the added loads. 2. Please clarify detail 21S3 the attachment a ([A] 107.2.1). DEG agrees that this was a mistake and has the super gutter. i 3. Please clarify the note on sheet 51, "...St roof structure of the house is supporting) This line has been removed from the notes p 4. Two sets of drawings are required with a� Two sets of drawings have been provided tq If you have any questions or require additional Sincerely, DE STEFANO ENGINEERING GROUP, PL Mark A. de Stefano, PE President / Principal FI. PE 61657 Certificate of Authozation 27383 Sarasota Office 40 Sarasota Center Blvd., Suite 103 Sarasota Florida 34240 Ph. (941) 371-1724 Dr. Arnold/Sandcrs, structure & trusses are capable of supporting added capable of supporting loads and uplift without the existing ever, this residence was built in 2017 and if the roof trusses mt for straps and clips, the structure should be capable of W to super gutter, screw heads are shown in W. since reversed the screw heads. The screw heads are now in ructure has been designed to be self supporting,..., as the the awning. ([A] 107.2.1) age on S1. original signature. (FAC61G15-23.003(1)) the contractor. regarding this report, please do not hesitate to call. i. • .fit i�,.,c^ a H -�f }�•�', 1t « ��yy tit, 6� 2018 Permlittin• Department JUN 18 2018 I it Myers Office I 12651 McGregor Blvd., Suite 103 Fort Myers, Florida 33919 Ph. (239) 267-3666 -1 I PLS - PROFESSIONAL LAND : & MAPPER [ �D UTILITYPOt E PSM - PROFESSIONAL SURVI ® _ HONE SERVICE LB - - LAND SURVEYING BUSINESS ® - CABLE T V- BOX T. - CENTERLINE _ - ELECTRIC BOX L - LENIGTH (NRj — NON RADIAL ® _ LtW� POST p - DELTA ANGLE I o _ HYDRANT Elp - EDGE OF PAVEMENT _ VALVE BIC - BACK OF CURB - IRRIGATION VALVE B.M. POC - BENCHMARK - POINT OF COMMENCEMENT I ® - _ WATER METER SANITARY MANHOLE POB - POINT OF BEGINNING ® _ SANITARY SERVICE o - (PCP) PERMANENT CONTROL POINT - SEPTIC TANK PCP Q - PERMANENT CONTROL POINT _ (pRM) PERMANENT REFERENCE MONUMENT p _ 0 DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT I ® _ ® - CURB INLET SURFACE INLET Q - (IP) IRON PIPE - OAK TREE ® - MITERED END SECTION IP - IRON PIPE - CONCEPTUAL, DRAINAGE O• IRC - (IRC) IRON ROD & CAP - IRON ROD & CAP _ —ir- - I PALM -RE _ STREET SIGN PROPOSED GRADE Q - (CM) CONCRETE MONUMENT 23.5 NAVD - NORTH AMERICAN VERTICAL DATUM CM - CONCRETE MONUMENT I - TYPICAL ELEVATION FD (M) - FOUND - MEASURED - PINE TREE y�y3 A/C - AIR COIdDI110NER (p) - PLAT CONC. - CONCRETE (C) - CALCULATED F.F_ - FINISH FLOOR (R�_ OVERALL BSB - BUILDING SETBACK LINE — RIGHT OF WAY ELJQE/, - ELEVATION p/ — PARKER=KALON RJW - RIGHT OF WAY AB - AS -BUILT Certified To: 1) CHRISTOPHER R. COSTANZO AND SIOBHAN M. 1 2) FLORIDA COMMUNITY BANK. NA., ISAONATIMA 3) OCEANSIDE TITLE AND ESCROW 4) AL MANT NATIONAL TITLE INSURANCE COMPAN MERIDIAN LAND SURVEroAs - 1717 INDIAN RIVER BLVD, SLATE 21 VEILO BEACH, FL. 32960 LB#6905 PHONE: 772 794-1213, FAX: 772 794-1 EMAIL: INFO@MLS-LB6905.COM zaroftto %NZO PG 2.OP2- 5+�"''4vrfi4 Planning & Development Services Building B,Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:17721462.6443 PROPERTY INFORMATION Address: 963 Tarpon Flats Dr City / State / Zip: Fort Pierce, FI 34949 Parcel #: 1423-566-0039-000/3 Zoning: HIRD APPLICATION INFORMATION Permit Number: t -w—aw ii ll Permit Type: ALUMINUM SPECIALTY PERMIT CONTRACTOR INFORMATION Contractor Name: Steven L Chandler Business Name: Lcs Contracting Service Llc Business Addr: 2225 Howell Lane City / State I Zip: Malabar, FI 32950 REVIEWS AND COMMENTS Review Type. Status DOCUMENTS MISSING INCOMPLETE 5/21/2018 Comment FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 6/12/2018 ' Comment 6/12/2018 Comment: 6/12/2018 Comment 6/12/2018 Comment: ZONING REVIEW Comment NEED NOC COMPLETE PENDING 1) PLEASE PROVIDE STATE SUPPORTING ADDED LOAD 2) PLEASE CLARIFY DETAII SHOWN IN 2X8. ([A] 1072.1) 3) PLEASE CLARIFY THE Ni SUPPORTING'..., AS THE RC 4) TWO SETS OF DRAWING COMPLETE Anae COMMENTS 1 Owner(s): Christopher R Costanzo / Siobhan M Costanzo :lion: SAINT LUCIE COUNTY Lot#: 36 Block: 1 Stories: Automatic Sprinkler System? No Fax Number: Email: Florida-Ars@Hotmail.Com Date Started Date Com lu eted Date Released 5/21/2018 5/21/2018 5121/2018 5/21/2018 IENT ON PLANS, THE EXISTING STRUCTURE & TRUSSES ARE CAPABLE OF & UPLIFT. ([A] 107.2.1) /S3 THE ATTACHMENT OF 2X8 TO SUPER GUTTER, SCREW HEADS ARE -E ON SHEET S1, '...STRUCTURE HAS BEEN DESIGNED TO BE SELF- F STRUCTURE OF THE HOUSE IS SUPPORTING THE AWNING. ([A] 107.2.1) ARE REQUIRED WITH AN ORIGINAL SIGNATURE. (FAC 61G15-23.003(1)) Huff 5/21/2018 6124/2018 5/24/2018 JUN 2 1 2018 Permitting Department St. Lucie County, FL DE STEFANO ENSWEERWO GROUP, FL June 18, 2018 Gus Lovett Owner Florida Adjustable Roof Systems 2225 Howell Lane Malabar, F1.32950 RE: The Costanzo Residence — 963 Tarpon DEG File No. 182383 Permit # 1805-0557 Dear Gus, The plans examiner asked DEG to provide; 1. Please provide statement on plans, the and uplift: ([A] 107.2.1) RECEIVED AUG ?016Arold Sanders? St Lt, Permitting D ePartment County ¢, Dr. structure & trusses are capable of supporting added loads a. It is our understanding the trusses are being held down with imbedded truss anchors as Manufac- tured by Simpson -Strong Tie. Based on the Manufacturer's load chart, the minimum uplift allowable for the anchor load is 1450 lbs. The additional load being transfer to the truss tails as calculated based on ASCE-7 is -140 lbs. The (pIn requirements for the existing trusses as calculated are -767 lbs. for a total load of -907 lbs. the;ss tails are 2x6 #2 Southern Yellow Pine can meet a moment of 1218 lb-ft. the load of the truss tails as calculated is 368 lb-ft. Thus, based,on the information provided and our calculations, the structure is capable of support the added loads and uplift. If you have any questions or require additional information regarding this report, please do not hesitate to call. Sincerely, DE STEFANO_ ENGINEERING GROUP PL � �P ��" DigitallyslgnedbyMARKADESTEFANO de ST�cA- •, goog ON:r—US, o�ESTEFANO ENGINEERING nn . F •.Q ENGINEERING GROUP PL,rn=MARKA Mark A. de Stefano, PE /"\�-92M2.19200300.100.1.1=A01097C0000 o /Principal =�^ Reason: Printed copies ofthis � documentPresident a SAE OF Pr' �I •O t aeno't`onsldere(tsignedand sealed and .6 Q a signature must be verified on any FP'�C�..-- FI. PE 61657 �OR1 electronlccoplesA) Fss/pNAmI.�ENG Location: Florida of Authozation 27383 I Date: 2018.07.1211:0815 -0OD' ram+ � CR, � •lno— Sarasota Office Fort Myers Office 40 Sarasota Center Blvd., Suite 103 12651 McGregor Blvd., Suite 103 Sarasota Florida 34240 Fort Myers, Florida 33919 Ph. (941) 371-1724 Ph. (239) 267-3666 4EDDE STEFANO ENGINEERING GROUP, PL June 18, 2018 Gus Lovett Owner Florida Adjustable Roof Systems 2225 Howell Lane Malabar, FI.32950 RE., The Costanzo Residence — 963 Tarpon DEG File No. 182383 Permit # 1805-0557 Dear Gus, The plans examiner asked DEG to provide; 1. Please provide statement on plans, the ea loads and uplift. ([A] 107.2.1) DEG cannot attest that the existing structure structural plans or further inspection by DEG. were inspected properly by the building depc, the added loads. 2. Please clarify detail 2/S3 the attachment a ([A] 107.2.1). DEG agrees that this was a mistake and has the super gutter. 3. Please clarify the note on sheet S1, "...St roof structure of the house is supporting This line has been removed from the notes p 4. Two sets of drawings are required with a Two sets of drawings have been provided to If you have any questions or require additional Sincerely, DE STEFANO ENGINEERING GROUP, PL '&"k, /. e&ey&1eMW 0 Mark A. de Stefano, PE President / Principal FI. PE 61657 Certificate of Authozation Arnold/Sandc ? I Dr. structure & trusses are capable of supporting added capable of supporting loads and uplift without the existing ever, this residence was built in 2017 and if the roof trusses mt for straps and clips, the structure should be capable of W to super gutter, screw heads are shown in W. since reversed the screw heads. The screw heads are now in ructure has been designed to be self supporting,..., as the the awning. ([A] 107.2.1) age on S1. n original signature. (FAC61G15-23.003(1)) the contractor. regarding this report, please do not hesitate to call. 't',, fib'.' E11VE D i Permittingp, _ Lnt ` J JUN 18 2018 Sarasota Office i Fort Myers Office 40 Sarasota Center Blvd., Suite 103 i 12651 McGregor Blvd., Suite 103 Sarasota Florida 34240 I Fort Myers, Florida 33919 Ph. (941) 371-1724 I Ph. (239) 267-3666 i CEMERUNE OF FD pflC Nltd WK WE DRIVE 'pCp B s40 T / � / - GVD 1929 _ 5.46 .01 q� °' / ZgiP •-� �,► 5L34 2� �.� ,! a� 56�,�g u m ryI / 5:Y10' U1gIlY z t� -�► FOPAC ?�9� �o� £ASEItE1VF C / LOT 37 ati / x 6.39 ` 7.a? (VACANT) / LOi JIV FaWAWAMss� m �ro� aF F _ LOT 35 t i �` guy, 95•' �" , qi N a r t h UNDER CaVSMUCYOV -. , FMA60AIW REV= zSTJoby,b' ►° MIN. SETBAC -� FRONT SIDES � CNR SIDES REAR • b ZNG. t° TECH. o `xtt 15# OYtAbYAGE Etamza� Nhqw,27T 8a97 FD AT" ftM A1R Mff / HQ'DIAIGi 11ID PAIPINfRit I LEGAL DESCRIPTION: a Tarw& LOT 36, TARPON FLATS SUBMISION, ACCORDING TO THE Lme / "Lerigih Direction PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, AF T14F: P11RI IC Ri=(%np -q AR CT 1 1 ima r+nr n rrv. Cl ^Mine i s zn nn .... 8 .