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Home My WebLink AboutFDS ENGINEERING LETTERSYL01 ENGINEERING ASSOCIATES June 19, 2019 Building Department 249 Maitland Ave., Suite 3000 Altamonte Springs, FL 32701 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com CA#9161 Ref: Adams Homes — Port St. Lucie Lot: Lot 40 B12 Sec 34 Subdivision: Port St. Lucie — Waterston Address: 8529 Waterstone Boulevard Model: 2265 3CF CR LH KA # 19-4239 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 6-9-19 1817199 160 C Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, ,'-spa ........ 6/19/2019 �� '•.• 6rV/2019 No 8212 :* w Carl A. Brown, P.E. kt To M. Born�'Bii FL. # 56126 "Doing Business with a Service Mindset and an Page 1 of 1 YLL)l ENGINEERING ASSOCIATES June 19, 2019 Building Department 249 Maitland Ave., Suite 3000 Altamonte Springs, FL 32701 P:(321)972-04911F:(321)972-04841E:info@fdseng.com Website: www.fdseng.com CA#9161 Ref: Adams Homes — Port St. Lucie Lot: Lot 40 BI 2 Sec 34 Subdivision: Port St. Lucie — Waterston Address: 8529 Waterstone Boulevard Model: 2265 3CF CR LH KA # 19-4239 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 6-9-19 1817199 160 C Joaquin Velez To whom it may concern, c71Fa NN W BY atludecollo We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 6/19/2019 Carl A. Brown, P.E. FL. # 56126 YY,oQQ M. 80R� No 8212 Y Y dc: To M. Bor. "Doing Business with a Service Mindset and an Eye''f03 ��WAX- �cvw�s Page 1 of 1 \" /go f - og oa- _ 249 Maitland Ave, Suite 3000 1 Altamonte Springs, Florida 32701 $,; P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES November 27, 2019 Building Department FDS / KA Project #: Builder / Contractor: Plan / Model: Community / Lot / Block: Address: Application / Permit #: To whom it may concern, 0-400 Adams Homes — Port St Lucie Name, Elevation, Garage Community / xx / xxx xxx Street Name, City, State, Zip 1908-0292, 1908-0293, 1908-0295, 1908-0259, 1910-0393, 1911-0052, 1910-0436,1910-0437 SCARED St. Lucie CourdY 1908-0291,1908-0262, 1910-0439,1908-0264, We have been informed that the submitted plans for the aforementioned project have not met the code compliance requirements necessary for approval. Please find our responses to the areas of deficiencies or corrections required to achieve compliance. 1. Comment: Please provide product approval point numbers Response: See attached product approval chart 2. Comment: Provide compaction note Response: ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR) IN EQUAL LEFTS NOT TO EXCEEDING 12". THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. If you have any questions, November 27, 2019 Carl A. Brown, P.E FLPE# 56126 If Seal and Signature are not blue or can't �bglr 1MG.O1�t := November27,2019 �-]V;,,.T$orD,FPE f ttt �Z Luis Pablo Torres, PE FLPE# 87864 O R 1 ,.•.•��,�. I&MM %tact FOR for authorization FILE COPY "Doing Business with a Service Mindset and an Eye for Detail" ., 249 Maitland Ave, Suite 3000 1 Altamonte Springs, Florida 32701 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES Sincerely, �.•pp November 27, 2019 $ Noveiber No 126 r :* a Carl A. Brown, P.E �todd . Bom, PE : ¢ FLPE#56126 �¢LPE -MMOF ::�` Al t O R If Seal and Signature are not blue or November 27, 2019 Luis Pablo Tones, PE FLPE# 87864 for authorization "Doing Business with a Service Mindset and an Eye for Detail" 6 249 Maitland Ave, Suite 3000 1 Altamonte Springs, Florida 32701 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Doslgn Manufacture Model # Attachment Approval # Pressures Method Roofing: 1st Choice I OOLNTY APP. Q10lMAslnms, Ud I Czl i t e Al NLL SILNMES tY/12 GAUZE nJORriG NULS, 3/8'"KEAOs. 6 PER SNQKr:E. 17006.1 R10 W/ 31W UIN PICY-TRATION THW SNEATMING ROOFING VENTS: I rF� 4" ! rA571h Nf7N 11 G4.O8 CLLa'NIPDflIND Y!Atil RD0i1110 N41, rL21r80.1 R1 PreE�e:s tre. •OR <ce' 1•RbAe CLND A•Dn TTC.A Y ROOFING UNDERLAYMENT: 1st Choice VNYJD:AVO IYAI. N L!•OFNLATN:T+3M'w UN3ERLAY11EMSYALLSEAPAaDA•10 IL15216•Il3 n ra mr• ran RA m!r" rn T AnAnao tN AcwaawcE x1Tx < 2nd Choice Overhead Garage Doors: 1st Choice 1 43 1-30.0 1 CXPAY T .l a. r I 2'+B' P.T.140DD fAL'J W.311 1611/2'DAAe"I'00LTS R165C6.1 2nd Choice 1 ,3DA/J20 0.OPAY p'7 FLIS27926 Swing Doors: 1st Choice ,6rA/ar.D �� , •is �p � G 2c VlX%An=KMV TO 9EATTKI Vlt 3/16'x]' TAXBNI SLY 4' IRDLI TOP 6 PARCtl DYR•TLRSLC16Y+3 AwMICLrO.C. 11CR'JUTER. THE DAR FRAL29Lt.L n10581i r87.0/47A DILWIA IMUCLWt. NDSN ' tl 2nd Choice Rrp Aa< R OUTsl6O 6EATIL.'"Will 3/IL•A3.OTA0501craUKmom TOP A OOTTCut a PrtLRSLCTAVB A<0 Uft 16. O.C. RaYLI.P THEREAFTER. MP"L ALL 4SIDE31 Sldin istChoice w/•1ao.3 rna untie o T- sturoed sl`." arc, cn r uu L ov. aw a rA, " 11414I%- LOVE W." l/8'PA 57W4t9 A 3/8' DA MIAD9 ATIL.Bn DUa%7u Y.EE%BE MCTOMELt4RRA. Rsocw.v NA NA A. PriI is 0Vmxljs Y�IA �.f041f1.R03Y l+ 511787&2 119 istChoice r1o/1A 53�05RBSN yu,ylrnll�INW 01E4'M6YAO WM aStDKRIItITN. t01PRrNOL 6/3•.YM. WiLO. PIID4i4000.CC x0 MR N5•�A =14 TRREV6V 1, Item LSr tB W" Y]t.Iy .401-50 IA VAN30N5 J36a sLtiL3 SKerru'C Ca'ce• rt1707"R3 480.0/.50.0 UIVAN301/5 ILU644J R3 Mullions: 1st Choice 141V26 MIWINWYS V4N<AI URrn 3/1CTAMNARWITR R(+ATIACIi 11 Vl G %I.WDV 5E05i56CtIP 1160 WVCaLTE N.•Igf.T71 MILEVG7Ni0ApILYEAI4 R18508.1 IL 16B0i2 NH"W eA®UEVT VJl 1' U,\UL'U WGDWLVT xtTM 3' 1W11: N.rrw r0rr tM[T4•X'I Fixed Glass: istChoice 450.0/So.0 US HLOCA 625 T Uffll"ISTA1AT"IZE 3/1C IAPDOVA\C110R n1EGCA.3 RJ v11VMVs WMUM 1WENrR71.T0ALLEACTCR70M"T10" xTRI A1L Nolcs rror DEncvArm «RTAPcoN stcrnD 2nd Choice BE I411D W/Pe SCEEAS OP SL ooff LTR. TO PRATE 5/8' M1:N. FA13EO. T\TO'ao0O6.'dC 3rd Choice Sofflt: 1st Choice 155.005.0 WATCH' LID BnB aF SS(2'M14 f0'O.C. LYr n16'A3A R3 Hurricane Panels: 15tChoICC 4PSTAP PAANEL R�INC. LLIIL WAYaSAT12%-0C mN•o5 �V1l rLT6911 60 PSTWT. qP A3 SDur/PimCA" $ I have reviewed the above components of cladding and have approved thoe: ' G E N g • • use in the structure. (Architect or Engineer of record) d : '�,X F '•. Name: Carl A. Brown Certification Number. Fl. # 56126 No 82126 Name: TODD M. BORN Certification Number: Fl. # 82126_. , Name: Luls Pablo Torres Certification Number: Fl. # 87964: * ^ * e If Seal and Signature are not blue or can't be smudged contact FOR for author vkA STATV OF "Doing Business with a Service Mindset and an E? 4a1'... • • �� ONA�ll��`� D�` LLD 0 249 Maitland Ave., Suite 3000 )972 04841 E: i Springs FL 32701 P:(321)972-04911F:(321)972-0464� E:info@fdseng.com Website: www.fdseng.com CA#9161 ENGINEERING ASSOCIATES June 19, 2019 Building Department - Ref: Adams Homes - Port St. Lucie Lot: Lot 40 B12 Sec 34 Subdivision: Port St. Lucie - Waterston Address: 8529 Waterstone Boulevard Model: 2265 3CF CR LH KA # 194239 Truss Company: Date of drawings: Job No.: Wind Speed: Exposure: Truss Engineer: Builders First Source 6-9-19 1817199 160 C Joaquin Velez To whom it may concern, oCmmdqhu) By 4 s, t REVIEWED FOR CODE COS PLiANCE ST. ILUCIE COUNTY BOCC We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with all other trades. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 1e111111� M•. a J. 6/19/2019 m~ ,•' No 8212-viA2019 _ r Carl A. Brown, P.E. t; -o : To ern, Ptts.: FL. # 56126 3 F ;- "Doing Business with a Service Mindset and an Eye f0rt rlae�rs Page 1 of 1