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HomeMy WebLinkAboutRevisions; Please see attached letter from ArchitectOFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: — RECEIPT # l PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 " PRO,IECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: G&G BUSINESS NAME: J- c fe- QUALIFIERS NAME: G u /c ADDRESS: / i ,C CITY: STATE: � PHONE (DAYTIME): !2 j;2 SSG j-3.3,574- OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: ARCFIITECT/ENGINEER INFORMATION: NAME, ADDISS: 03 �G CITY: ,h v G STATE: PHON (DAYTIME): SLCCC. 9123109 Revised 06/30/17 �EG�N6D ST. LUCIE CO CERT. #: a VY6 5 ZIP: &a fG �. FAX: "��ja — �'J S'-- �.1 /K s ` ZI a o 4�i. Iwm ZIP: John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 (772) 370-9464 jmfarch@gmail.com Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 SLC Permit #2012-0558 WolfLube Warehouse & Offices 4774 S. Jenkins Road Revisions to Plans as noted below: September 30, 2021 1) Connection of CECO Building Systems girts on west facade modified to connect directly to reinforced masonry structure. 2) Sheet D-3 added to plan set. To the best of my professional knowledge & belief, the proposed modifications meet the requirements of the 2020 Edition of the Florida Building and applicable provisions of ASCE 7-16. If there are are questions regarding these revisions, please contact me as shown above. Jokri M. Fo-5tcr - AIA ' •U ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................ ....................... ficCd modified girt CECO "CL-150" oteel clip w/ �vo; ( -},1/2" x 1 1/2" ?,, ,5H-12` (4-} 1/2` x 1 1/2" �-325 bolts u u - 25 bolt (} 'u x 9 _' � 3 amchor bolts32 � ` ` °�-!-top o arapettiwall i tl ll II 11 colum1l �t. I, i. _ = CEC pre- L,,� 3 .� .r{. - :I- i- Gear 0 eitlri i m� 0 CC'CL-150" ;; ;� o : ,l_ 11 11 Il 1� enl inercd �,sOE otecC clip ' 8 ;G= field mod lficd C girt CECO "CL-150`' ,E 1 1/�. 1/2 t otccl column = . x Q Ir it otecl clip v N 1�2)1/2 x g 5f mpoon :: : L L N �cti �1 I KF" ah�hor boCt� - - act l 0 �1 ��° �o Secure w DEW,LT (2) # , _-____ _ % a u v © � �j L -Z \�1TT 'ure 50+ epoxy Inverted --- I 10 I , ,--- -- ;-43 C Lt C I otl r r u 6 ,d t t U u v 0 . p .,� d® C5 column beyond f I -- _-, � �� v � ° ° CECO "CL-150" CECO pre- fl Il CECO pre-�nginered Steel cC�p w/ eng�nered CECO CL-150 Steel clip ` hole* Im efrt ' p 4 1/2" x 1 /2" oteel column CECO. "CL-150" �tee� column (} ! ; / 1. 't✓2 Y o It � otcpl clip TA5H-12 � madorifZledt - ____ - �___--- i anchor bolt I� /^C�^/1 girt 43 - : : : - inr------------------- ------cohcretc/maoonry �� �_ g ��_ � L .L.: ©� I column/beam 0 �. tQ.. a : : : : : : : : : : Extcrior tc) : _ \L Off' % - 8 x 5. 5C 14 w IL t (2) #3 ' ` 5l8" drilled m a ,[ field modified in inverted - (2) 5impoon A5 -12 USimo electric metal cutt'iie bared Saw, nom!nl 12 _-` h' h t th h hole in clip Ir - C5 wall & - colurr m 11, ;01 - 11 . :.00- : Flaw View I� 2} 1/2" x 'r 5imprPon otirrupo .: = __ �L reng anc or rC b 1�F13 anchor boto oecure w/ CDEWALT I "]lure 50+" epoxy C { Vl'(fw A u m� to Girt Connection LOCI -3 0" - - - _ _ _ - - - - - - - - - - - p"3 out girt to licligth 5h®wr1. Carl[[ 5/� daa. hole* I'm patterm ohowll with dr [[ preo5 metal cuttime bet. CUTTING TO C H NOT ALLOWED G L - 151 i 1i N_F F3 5ca1e, - 2 V 0" 061a Icat] 0M 0f 5tructurc CE:CO 5Uldi+1g 5yotemo componemto 21 Orr ehall be mode- fed per the l)etailo am _ _ this ����>�-�. T'hi5 rr�odifica-�io+� provi�Ie� Top of Parapet ad equate reoi otancc, to the wind loads & forcco e�ecified by curr, cm-r, code proviolon5 _- _-__-_--_ -_ _- - CECO "CL-150" clip r7haH have add(tional 5/a" hole per Detall 00-3. 2 ,,.. - Connections between cL-150 clips and madlfied -- ---- --- = ----_ -- ------------------ girte wl (4) 1/2" x 1 1/2" R5TM, A325 heavy high bolto. 60 - 63x 3.502 - Conncctiono between CL-150 clipo felled C55 -- columns rphall be (2) 51mpoon 1/2" x " KFE3 #4xe. - _ - -Epoxy 1n�jectlon adhes--v�e a�chorime systern shall - - - - A _ - be PEWALT "Fure50+ Follow manufacturer's OC4- 8x 3.5 12 installation Instruct ome. Minimum cure time shall be 24 hours ~From placement to loadimg, Connections between CL-150 clips & parapet 552e - CIO 15.3 beam "5-3" Shall be 5impoon 'FA5 4-H X 12" hleh- - i taQr Strength A5TM f'443 Steel. Eaoten formo at location shown in Peta![ 5/P-3 above M10F, to concrete beam pour, Aid (2) 2 #3 invented stlrrupo at each co+lncetion. - - - - - - - - - - - - q D RE R L -A N q R q D ... ... .. ........... - - - - - - - - - - - L- - ....... - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - Florida t3uildlme Gore 2017, 6 th Edit om -160mph - Ex ooure"C"_3-Second burnt Imtermal presoure coefflo emt == 0.1a warchourpe & Offtern dcefgn cdao enclosed structure _ - - - - _ - _ - - - _ - - Loadlme pock as open Structure. - - - 1 ` 2 " nou h o enin I dim Floor Wall building height 30' ?oof Fitch -- 0.5 /12 I I p 0 20' 0" 18' 0 " MOTE: Modfficatiofio to CL-150 cli ,5 & C/Z 1'rt5 ohall be effected with metal fabirication 5aw5 & (�Fi) x , f h �Hp t m ° �<° S_ < o ° V !L � IL • ci. rM preoo Operated metal twlot drlllo4 Sheet V V t E: CuTTwO TORCHES SHALL NOT' 13E UOEO FOP THEOE OPEPATION Thfo 5hcot to Fyet of 3 otcel Structural rrcmbero from EC uileIifie 5yotemo Jab #17- -717 2- .. .. ,. � .. . ,. ... . ...................................,............................. ............................................................................. n5d) 1i Z/