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HomeMy WebLinkAboutEngineering ,r 249 Maitland Avenue, Suite 3000 Altamonte Springs, Florida 32701 F D P:(321)972-0491 1 F:(321)972-0484 E:info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES June 8, 2020 Building Department Reference: Adams Homes Lot: 29 Blk 2 Subdivision: Waterstone Addresses: 8116 Amalfi Circle, Fort Pierce, FL 34951 Model/Elevation: 3 000-B-LH KA# 19-8299 Permit# 20020743 . To whom it may concern, We have received a request for information (RFI) from Adams Homes that the building listed above needs engineering review for the A5GR girder connection revision.Please see below RFI items as well as our recommendation for repair. Please also see reference pictures attached to end of this letter. RFI: A5GR girder connector calls for (2) [J2] LGT and there is not enough room for these to be installed to interior and exterior side of CMU wall. Repair: Install (1) [H] FGTR I.L.O. for (2) [J2] LGT as per Simpson Connector Schedule and attachment. Based upon our structural review, we certify that the above repairs are adequate and acceptable for the design loads of this project. If you have any questions, please don't hesitate to contact us. Sincerely, PA8• ,00 N s•.9 �; '864 �Cc1)"•,.. 6/8/2020 ��n S b /2020 '?� 6/8/2020 A Carl A.Brown,P.E. Luis PbJ E` Y{ `�� Todd M.Born,P.E. FL.#56126 FL.#87 �4�;, a � FL. #82126 "Doing Business with a Service Mindset and an Eye for Detail" 1 249 Maitland Avenue, Suite 3000 Altamonte Springs, Florida 32701 F D P:(321)972-04911 F:(321)972-0484 1 E: info@fdseng.com Website:www.fdseng.com ENGINEERING ASSOCIATES 7 N Install(1)tl-I]FGTR D 7.00-0g7 I.LO.(2)LGT2 = H TU26(7) A5GR-2 Ply FZ A4 F (2) A3 IN AllBBOT Al GR-1 Ply 20 Q C U C5 �1 y, C5 C3 C3 C1 C1 U U w w w LU LU w v U U 5-04-00 22-04-00 ,0 Partial Framing Plan SIMPSON-CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF SYP CONNECTOR&FASTENERS SPF I SYP OFRAME TO HETA16 w/(9)10d x 1 1/2"OR HTA16 w/(10)104 x 1 112'OR MASONRY HETA20 w/(9)10d x 11/2' 1810 HTA20 w/(10)10d x 1 112' 1585 1870 O FRAME TO 112.5Aw1(10)8d NAILS 535 565 RT7Aw/(10)8d NAILS 515 585 FRAME OFRAME TO H10A w/(18)10d x 1 12' 1015 1040 RT16A vd(17)10d x 1112" 895 1020 FRAME H10A-2 w/(18)10d x 1 1/2"AT 2 PLY TRUSSES 930 1080 RT 16.2 w/(16)10d x l 112"AT 2 PLY TRUSSES 935 1060 FRAME TO MTS12 w/(14)10d x 110(AT EXTERIOR O MTW12 w/(14)10d x 1 1/2'(AT EXTERIOR FRAME LOCATION INCLUDE(3)12d TOENAILS) 860 990 LOCATION INCLUDE(3)12d TOENAILS) 1005 1195 OFRAME TO MGT w/(22)10d NAILS AND 518"A.T.R.w/12" 3330 3965 MUGT15 w/(28)10d NAILS AND 518'A.T.R.w/ 3330 4495 MASONRY EMBEDMENT%v/SIMPSON"SET'EPDXY 12'EMBEDMENT w/SIMPSON'SEr EPDXY O FRAME TO HTS20w/(24)10dx11/2"(AT EXTERIOR 1245 1310 HTN/20w1(24)IOdx11/2-(AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE(3)124 TOENAILS LOCATION INCLUDE(3)12d TOENAILS Ft FRAME TO (2)HTS20 w/(48)I Od x 1 1/2"(AT EXTERIOR 2490 2620 (2)HTW20 wl(48)10d x 1 112'(AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE(6)12d TOENAILS LOCATION INCLUDE(6)12d TOENAILS(EA) FRAME TO HGT-2 wl(16)10d NAILS AND(2)518'A.T.R. HUGT2 wl(16)10d NAILS AND(2)518"A.T.R. © MASONRY w!12"EMBEDMENT w/SIMPSON'SET' 10690 w/11.'EMBEDMENT w/SIMPSON*SET' 7020 9790 EPDXY(HGT-3 FOR 3-PLY) EPDXY(HUGT3 FOR 3-PLY) OFRAME TO FGTR w/(18)1/4'x 3'SDS WOOD SCREWS RFUS w/(12)WS3 WOOD SCREWS AND MASONRY AND(2)112'x 5-TITEN HD ANCHOR BOLTS 3400 4725 (4)314'x 6'WEDGE-BOLT 7100 (1)LGT2 wl(16)16d SINKERS % 11 1/1 J1 FRAME TO S(EE NOTE/t6 BELOEN 2 , ��� �g50P•� 1 J MASONRY 10 r6/ .'A 6/8/2020 ZZ : '•= 6/8/2020 0Carl A.Brown,P.E. Lui LWMJIO ' Todd M.Born,P.E. FL. #56126 FL. `�140o FL.#82126 yip /Ii �'••.•...•• f�✓�� "Doing Business with a OV16 jf 1FdlwgL'd`hd an Eye for Detail'