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REV-07-20-1479, 100 NE 101st StMiami Shores Village RECEIVED Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BY: FBC 201---) BUILDING Master Permit No. i C - I� I ( - �6Yz PERMIT APPLICATION Sub Permit No. 1J -0 - 20-1` :' ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE:: FFE: OWNER: Name (Fee Simple Titleholder): -- P_ 1w Q Phone#: Address: zj I.iD)� _5- , J9N�ll=l' City: i�.i�,Qv-91.E-� �c.� State: Zip: 331 Tenant/Lessee Name: (� Phone#: Email: Q�9_ 1'C)kjjjZ 0 CjAk,,0,CY. Cam- ✓`U oil , -fjW �5/M�2� i1. GDZt� 1J - , - CONTRACTOR: Company Name: S V Y1 � -/�- T Ey 11 �S ag j A'9v FPhon #: 3 oS 3 oS -96 5 7 Address:+,, `� 511 S W 21 S/ G City: rr%.VLC State: f L zip:.3 502,3 Qualifier Name: L. V S-CLI I rt Phone#: 3 ®5 3 O S 3 5 7 State Certification or Registration #:' T 110 �� Certificate o Competency #: DESIGNER: ArchitecCt/Engineer: Phone#: Address: ----- --- City: State: Zip: Value of Work for this Permit: $ 32, 0 0 Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New U Repair/Replace ❑ Demolition Description of Work: K i -i C o � S � .C� q ca �' 1. c �•rZ. LF Specify color of color thru tile:, Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 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 a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature J-cn ) ::J" OWNER or G The foregoing instrument wa acknowledged before me this I day of V ��% 20 .20 by Alfi4fike 7 NOMAf , who i personally known o me or who has produced tVA as identification and who did take an oath. NOTARY PUBLIC: Sign: M Print: 1 " Iwo wMAil Signature CO RACTO The foregoing instrument was acknowledged before me this day of l l20 ay by Ji J Sa i A AJ, who is personally known to T me or who has produced dJ f iyerl L Ick., c as identification and who did take an oath. NOTARY PUBLIC: Sign: _ W 7:��7 Print: W c j bwMRn Seal: 4v•"'Mkt, M A ICI LOWWN fie!`• °!'w� ► �61�i�1!rM1M1 �N!`;', MAft LOWMN Ce m k*Wn N GG 121481 Fehr .Mii' �. 2f121 '� y� Commfton A GG 12148t E�ires Jtiy 9, 2021 -IM, CGmn�n f GG 121W Ems Illy !, 2i121 E�rn� k nyu6a�rwrgSw�Y�s��rr�� E�sr� �r+INTIw�K SOMA �+ierRM&ON ftwysome ssssssssssssssssssssssssssssssss sssssssssssssssasssssssssssssrsssssssssssssssssssssssssssssssssssssssssssss 1.10 APPROVED BY Plans Examiner Zoning Structural Review Clerk ® Existing 1 n 02-3.5'Mtl. WALL TYPE SCHEDULE to omtra onam sew cwe �-awm�.mo �ataw s. am leaner we areas shag eaa Der glws Gold 5V wwt arlbd er low" epprovw egtmeter4. tllU. Sawed, and bamnbs shad have wn absorbent floor and wall f rdsh up to 72* above FFE. UML Weil and telling finishes all have a gains spread index of not greater than 200. Wall and ceiling fadshes shell have a emoaeaevmaPea Ines. of I greater men 450 A0 —fare. reelaials to retire a flows spread vide, of wi vine man 25 and a srtroke4eveloped I= of rod mere mai1450 >� Ag doer gieragsha0 be ll eatery gamgd si9ser,Megm 1d istran III RECEIVEID N=:Angreater adjacent ng. ngeaecaidroanydamshelba �yI[�ery� hjQM Ad glamlg In er adjjaceu to tans, snoMahari s Sbe Zo2Q category mgla.ng.t/4-�nf...d.&Vlow.Inerwaaa. J"OnamEtsdnggisengcordd�aa.nto—wd—gedV"Ondesign preeai,res . Ky U; 09%&tg widan 60' of floor level In Malls aortoonding tub er all—. & wreen so• hwaerdany of nor or shower steel be salary glazing cal 11.1W win. fanned. as Inin. navieless BY. t. RM-l00 - Bedrow e 1 - Rapists e,a�ng hats fodme. 2. RM-101 - Goset- No wont to ba pe conned In die area 3. FAI-Lose- No work to be performed in this area. 4. RM-103-Foyer-Reedsang eplaclightforme. 5 RM-104 - eatmomn d 1- New flooring & wall finishee, relwa.d nel low connected to ansung plmMmg connection. new LED t.erq Iigh. to wising cellai9 09M wVA n.w bad ub In charng location with shown doo. rew wo boM i 2 plurnasglass .armronier-•aiim toinni�oma.oaon. 6 FtM-l05-Den-lit-Raliatres. 7 ewong mW - LeuMry goons d associated to l wiry al flowing eg she's wraieams ro Inaidm aoseL crew 0wmre relat.s. 6. RM-107 - Limn Roam - Ni tiwrvtg leashes 9. RM 108-Dlydng Room - New flooring flraehea. new COMM leashes. 'pppp��w p^^pyy �I�•{(pp�y a�,\MIT# el 11. RM-110 - Kitdn New flowing - Nflooring fimMnears. rreceding firsta es sub 13. RM-112 - Bedroom d 2 - Replace indiang door with new Interior 18ppaarCee ��} A I e ` SHORES 14. 1M Y V i v I L LA � tl� it Dudes var and sheen NeMr talet casework and in 1I ®CiSA �F[1��h„��`g' 15. RM-tt4-Gent-No work to be pafwmetl in ltis area L�IYIL®IMG G ill's P'a 9 6, ! C t 6. RM-1 t5 - Garage - Enmbg garage floor slab ro be clewed and degreased and prepared for new dptdd applied awing flrish. Replace a.Iaang famkby mink In acme 14cad- 17. RM-200 - Garage Loft -No work to be patterned In the nee I ,a. FM-201-Goss- No work to be Warned In des area. AAPPROVED �Y DATE 9. RM-2�-warBar-New4IfewInsamacwflg-dri 20 RM-203-Beh corn -Enema loderowreplaowean Iocatlw. Edstlng vanity erltl 91rtlt ro be replaced In existing location Eadawg fight name to be replaced Nev, We anent fam4m to be betterednna ist to "wor. ierJudes vernirn screen. New die Ihashes for a0 areas of badaoom. ZONING ,RUCTURA / :_ECTRICAL /�� 'reyxY 11 1 1I 1 /4' = 1'-0° I Floor Plan Legend & Schedule 0 ZONE -52.g — Garage 1 Garage 1o11 AC 4ampreasm (amsting)) 3 In wen, rwg. EleElectricPar.l See sbudmn Electric Men — Sutler G 42.0 II 7 N.T.S. NOT USED II 6 N.T.S. NOT USED II 5 1/4' = 1'-0° First Floor Plan e pe11��M ....• O W't� �•�•�� •� •�� • ��°�! �.�� •vim • .. ��►•••�••®sue'••••®••0 ' ................. AW .••• ••rit ••� i a.•••lOil.! •�A�!!•i•A•�•�•r.iS4i'�r�•�•�•iil�.�•�pi � r �Y O 0 0 ZONE 5 ZONE 5 .39.0, .39.0, -51.0 -51.0 0 I$ ZONE-5 .39.0, .51.0 0 ZONES .390 51.0 • •• • •• • • •• • •• • - • Vv1ij••:•• • •• • •• • 0000 S • • • • �` 0000 •••••• 00 • 0 • • • ZONE4 • • • • +3i0. W. • • • . • � .• • • • • .• . • w_}� • • Exleting Act Harder —� l 07- Dan 06. ZONE4 H .39. . ZONE4 105 .0 .39.0. 420 3'2' a. 106 b 102 Z O4 2<O4 Z O4 O 104 - 1391 .39.0. .39.0. ZONE4 � a. 42.0 42.0 -42.0 .39.0. yer 3U Fo 42.0 z mIn. ® 103 101 AA' r:�• m i # rx. �- ;. ✓ .+ate., ZONE-5 Bed &1 z N -5 .Sang. U5 t00 l3i .39.0. r • �, 52.0 -51.0 Slide, ZONE 5 .52.0 R""V .390, 42:2 . (3 0 5) 2 5 3- 5 7 8 6 E i l e rt Lew s SEBAS'ITAN Fi. FRT. LEWIS,A, LEED DANIEL G. S, AM 1 13063 S W 133rd Ct SUSTAINABLE Miami FL 33186 I�Studio,LL AND C°SULTI "G E.L.A.STUDI0 tects C AR 96398 AR 92953, ID 5054, A26001202 Renovation Johnson -Thomas Construction DocumentswArc 100 NE 101st Street Ni iarld Shores, FL 33138 Floor Plans A-200 Des, ua 1e019 Des, NovembW 4, 2079 1140. I 3 Description AARR Rerlsion 1 12-9�19 Fwasion 3 (Mnwow) Re tie zezo'm ® 0 Existing ® k 0 02-3.5"Mt. O' WALL TYPE SCHEDULE m rmommww.n. sw owlm rau.m�. b". Immlor wet areas shell use Denaglass God WT wat0roard or mdnW approved efryivah m, NOTE: Shover and bathtubs shell have ran absorbent floor and wall finish up to 72- above FFE. NCTE: Well and ceiling firmhes shall have a flame spread order ,it not greater than 200. Well and cedag finish. shelf have a —*.4eveloped edea of not greater than 450. All insulation materiels to have a came spread bdex of not more then 25 and a Sm0k&developed irdes of not more San 450 NM: An door glemg shell be category If Safety glaring if greater than gat or category 19 lass Oran 9sf.. NcrrE, An Sae Ides, and glean, edfarem to arty door shall be Category II Safety pang— SM. All glazing in or adlacem to nobs. showers shall be category II safety glazing. 114- min. framedaV min. frenreless,. lYMT-Sting glarng configuration to remain unnhan9ed with anslag design pressures INCEM: Glamig within 60' of race level in walls surtamQmg No or shower. 8 wiOdn 6P homountally of odt or ahroear shall be safety glazing Cat. 11. 114- min. framed. W mat tremelass. 1 RW- 00 - Bedroom 01 - Rep.. casting light t dcae. 2 Fdk 01- Closed - No work ro be P010miled in this area 3. RM-102-Genet- Nowmktobeperformedlotksarea. 4. RM-103- Foyar- Replace ed9ag 09M future. 5. RM-104 - BeOvoom 01 - New flooring 8 war finishes. relocated new toilet corrected to canting plumbing cohnacbm, now LED cmatg tights to eadog Lehr lfght catid . new balhaal in dsmg laraam with bmrreoss glass almuer dear, crew two bard varlily to euaing vmmy plurtmirg mnnemion. 6. RM-105-Den- New flooring frashes. 7. RM1D-LandryClosed-ReI.O.Wo."W.MWcedrymand 60 a440Oated mMecbm9 to hu dry closeL raw Roaring finishes e RN7-107-Living Roan- Now flooring fosshe. 9 RN4108-Doer,Room- New rearing fimshesnew ceilhg rNan. 10 RM-109-Closet-Newfloomgiw'shes. 11 FDA-110-Kddren- Nair, flooring fireshes, rrew osifirtg finishes. Now Dom joists. and sub f oca g, aee strummal. New casework. 12 RM-111- Pantry - Now flooring finishes 13 FEW 2-Bedroom 0 2 - Replace nostig doorwoh crew miens door. includes crew Tamarack TeWmlagies wander grit 14 FDA- 113-Belmaana 2- New 80 CFM waimt fan to edenor, mdudes rarrme screen. New tonal. Casework and appliances in same cnnfigu+ffiion. 15 RM-114 - Closet - NO wank ro be perlortned in lids area 16 RM-1 15 - Gamga - Ensmg gmege floor slab to be cleaned and degreased and prepared for new figcdd applied floats g Mleh. Replace ¢costing wo dry sink m same location. 17. RM-200- Garage Loft -No work to be performed in on. area tour, swat m w rapmcroe -1 easwtg location. Edshng vandy and sink to be replaced in ensang lacaron. Eke" fight fudure tobe replaced. New We edtmrm fenlLigm tobe installed, nralrst to edenora . aWdes vamdm screen. New file finishes far all areas of bath — II 1 II 1 i4" = P-0" I Floor Plan Legend & Schedule NOT USED 1/4' - T-0"I Second Floor Plan •0• • -- •• _ i ' •01s -- •000000 (3 0 5) 2 5 3- 5 7 8 6 E I l e fit Lewis SEBASTIAN FILLET, LEWIS,A LFRn DAIVIEL G. S, AIA � 13063 SW 133rd Ct S"STA°"ABLE Miami FL 33186 Architects Studio,LLC ANDS E.L.A.STUDIO AR 96398 AR 92953, 5054, A26001202 Renovation Johnson -Thomas Construction Documents 100 NE 101st Sweet Miami Shores, FL 33138 Floor Plans A-201ID Protect member w/9 Data November 4. 2019 Ns. 3 Deaagmm Rav9on l Date z-o�zols � (44- AR 5 AR 9253 U9 Revision 3 0&2&2020 1. New urintlow 2- New door 3. New roofing tmishm under separate pemtit. muting omtbeslm m mord�nme wtth ownedmWtect Iu required repass m eosin d. New Q'aU urU Was. tarcoo With to match etlfacenl, pained. P—. two home Iwah. 5. New wead rafter m porch mess to repl.M,.p- =ad and demaged ratters, - u hmig. m .pperence. See sbugmm Im deans NOTE Soffd for enure noose has been repaired arm replaced es required to create a compleme and =simem emolopo. NOTE'. St— hniah Im erdi. house has bean repeireWretutshed as required for a complete" —inerd appear— Pamer and two torts hmsh paint. 0 ' Demdieon V.) 3 II 28 I II N.T.S. I NOT USED II 1 II 1/4" = 1'-0" I Elevation Schedule 1/4" = 1'-0' I North - New 1/4" - 1'-0" I North - Existing _ T.O. Root F> sti_ng 20'-134. S _ T.O.T_6. - Exir 168' 0 0 0 2IXVE< 20NE< ZONE�4 .39.0. .39.0. .39.0. -a2.0 -02 0 42.0 T.O. Roof - Existin 2p' - 1 3/4" _ _ T.O.T.B. - Exi_sti 8 16 Second Floor ______=====v--- r-a--s--v-v--=ro-�T --- - - - __ ------------------ — q 1 ttt� 1 1 J- L 1 19 i }� fir` -1- -4- "{I If ii-i i a" � 11 ;I,' _ - Ground Floor n J _ - _.. - -- - 0 - 0° 1 i . (3 0 5) 2 5 3- 5 7 8 6 E I l e rt Lewis SEBASTIAN EI. E W S, A, LEER DANIEL G. LEWIS, ALA � 13063 SW 133rd Ct ,�C�� Miami, FL 33186 Architects Studio,L L C ^� CONSULTING E. L. A. STU D I O AR 96398E 92953, ID 5054, A26001202 Renovation Johnson -Thomas Construction Documents 100 NE 101st StrCC1 Miami Shores. FL 33138 Elevations _ A-500 But Data roe. November a. 2019 3f i AR 99393 AR 92953 HaWelon 3 g62Daft I New window 2. New doo 3 New'-fvq firdsh- wdar separate Parma, rowing cantraclt to aoordmme Owner,archdea for requbed repmm of etdg 8 4 New CMU iMq wall, 9tuaw hmsh to mmM eetawrn, pmme0. ' primer. two wam fhdah. 5. New gate railer m pareas repl J rotted 1am daged rafters. no &anchge m apPerarrca. See structural for Sm eee0m NOTE: SOlfa lar erdira 1—o has Deer repaaet aria repi— as req=W to aeata a wnplama and wnmmerd emelapa. N� 9 1TE.' 91rco flnah,lm�nllr_g hQt sa m ten efi eq n w paiPa c m nl appearance. Primer and Ma coats fw'sh m. 3 DBmWNon (tYp.l 1/4' = 1'-0" I Elevation Schedule 1 A' - 1'-0" I West - New NOT USED II 6 West - Existing -77 �51.0 �5t.0 �=III—I I I —III III —III—I —� �——III _�—� � � � � �_ 3 1 1, I I—F �- =III= =� � ��31' T.O.Roof - Ex sfing - 20' - 1- 1 3/4" _ - - -- _- - T.O-T.B. - Ex6' -ietin 18' e S E E 91� K ZONEd +39 0 -42.0 Stieer = »1 •••• • • Z1 • • •••• • 0 0, • • • • Second Floor W • • r• B--- 4 • ••••• •• • • • _ •••••• • •.• . _ .. . . .. Groun or, • • • 0'-0" • •• • • •••• — T.O. Roof -Existing 20' - 1 3/4" _-- — — — �_- r� r-'t- r ---- I 1 1®1 1� zz L J Second Floor - - -- -- --_ ------------ ------�- Ground Floor n --------------------� 0�0" • - COR n -- - _ - --. - - - - - -. - -- -- - --- -- -- - - 1 .44' • (3 0 5) 2 5 3- 5 7 8 6 E I l e rt Lewis SEBASTIIE FII RRT, AL EED DAMEI. G. ERT,LEWIS. ALA 13063 SW 133rd Ct SUSTAINABLE'i AR 96Hr Alt 92953=PF, Miami, FL 33186 Architects Studio,LLC �96398 E.L.A.STUDIO ID 5054, A26001202 Renovation Johnson -Thomas Construction Documents 100 NE IOtst Street Mi10ri E 101 t Street �CVBhOIIS A-501 pr'� mama, 8019 DM NO—E04.2019 2 a 3 �) Date AR 9M AR 9M RoftW 2 ( 01— 2020 Renmon 3 O&2&2020 I . Newwudow 2 New door 3. New roolmg Hdshee under eapanne permit roofing contractor to cumdlnole with ownm/mrhhoct for Iretl repetrs of eu9arig e 4. New CMU iMin wan. 9W000 finish to match adjacent. peided, pmmm, Iwo a0819 fi'.h 5. New wood ratter in porch areas to repace/repor rotted and Q Oemeged rafters. np rhm�ge tc eppmence. See slruaurBl for 3 ��. NOTE: SOHR for mere hou% ties eeen repartee ene replaced w required to create a cornpinfle and con%Wo nl envelope repalred/refimshad a9 req-.d for a complete and conamera appearmim. Pmnm and hiv cools finish Pont - Demolition (typ.) 1 i4' = 1'-0O El.ildon Schedule O smm ZONE 5 u 9 — _L — — I — 1/4' = 1'-0' I South -New — — — — — T.O. Roof n V11 J — — /4' $ - - — — — — — T.O.T_B. - Exisdn — — , •••• - *41110 — - s • Ssoon��Oor n • • 0 •••• •• • •• F ONE11166666 • B O O ZONE-5 • • • ZONE< ZONES • • • • .39.0. 42.0 .390. -ZU Shdm Snder -52.0 660000 0000 •••••• • • Sndm Sloe, • • • • • • • • rb�• • • COR - 1-1 I I-1 I I I I I-111-1 L! 11-1 I ,3� ' I-1 I I-1 I I— I I-1 I I=1 I=1 I I=1 I I III-1 I-1 I-111-1 I L-I I I-1 I I-1 I-III-1 I I I I-1 I-1-1-1-1-1-1=1-1 I I-1 I I-1 I III-1 I!-1 I I-1 !!-1=I-11y1 �I I I-! !��••� � � i3 1 1 1 3 1 '••••• T.O. Roof - Exiso n 20* T --- -------- -`--- — — — — — — — Efiy�B. -------- .O.T.B. L �� 1 � I T 7 T I I I I I 1 1 1 _ __________________________s,�, 3 ��=-- - — — — Second Po V —cl r-- -- r--- rfT --- sJ_ I� ' I i I i I BI 1 Jml-',1 �---------I — --- I --I I !_I] 1 1_1 1 I r— - ----- --1- Ij� es I ---- 1111 11 r-_-_------� _J LL _ 1�_jJ Ground _Floor I'—------� — — — — — — — U'•U- v r --- r---------7 OR� — -- -----_ C -- � 1/4' - 1'-0' South - Existing E i l e rt Lewis SEBASTIAN EILERT,'�, I FFI� (3 0 5) 2 5 3- 5 7 8 6 DANIEL G. LEWIS, AIA 13063 S W 133rd Ct ACC AR 9fi398 AR `URE Miami, FL 33186 Architects Studio,LLC AND CONSULTING E.L.A.STUDI0 ID 5054, A26001202 Renovation Johnson -Thomas Construction Documents 100 NE 101st Street NbaDri Shores, FL 33138 Elevations A-5J02 Proles Turdm 5019 DittoNovemom 4,20 19 3 J AR 9MM AR 929M g 1. New wind- 2 New, door 3. New roofing finishes antler sepanme permit roofing cwmactw We 'h e 6. New . cc i well. atucm finish to mmch adjacem, palmed pen w two mats factor. porch 5. New wood rattan no change gareas to reyacerrSeeir toned ark demagetl tellers. m cherlge In epperence. Sea structural iw deals. NOTE. Sotht for since house has been repaired and replaced as required to creme a complains and coca stem emolope. repeiredheflrished as, required for a —plme and —a— appearance Prlman and twa mats War amnl ® Demolmm M I 1/4" = 1'-0" I Elevation Schedule NOT USED - ulsun 0' - 1ssLp14° .m $ - E�1 16'-B• R sees • • z sees •• • orld Floor n 4� • sees•• S • ' ung or • e • 0'-0" • C-OR • }1.44�1 • • • se • see• • • •ss• 1 /4" = 1'-0" I East -New _ _ _ _ _ T.O.Roof -Exi. - _sting n _ _ _ — 20' - 1 3f4" ll ' - - 16 lr �1 TT TT T TT w %Ii la LI TY I %LIII 1 _.= ' ' ---;_ -- — — — — — ___-________-`_ Second Floor n 8' 4" 1 I PIP", ------- - r 14 1 l � i T4LI_I 1 _I_ L S I N 1 a I 1` s r 1^rrq-il- 1i L�= L ----- __ _ i N _ _ _ _ _ _ _ _ _ _ _ _ Ground Floor 0'-0" — — — — — — - -- ---- -- -- -- I - 1 _ C�1 1 A' - 1'-0° I East - Existing E i I e rt Lewis SEBASTIAN EII ERT,'� LIFE (3 0 5) 2 5 3- 5 7 8 6 DANIEL G. LEWIS, AA AND 13063 SW 133rd Ct ,��C FL 33186 Areh teets Studio,LLC 398AR CONSULTING E. L. A. STU D I O AR 96398 AR 92953, ID 5054, A26001202 Renovation Johnson -Thomas Construction Documents 100 NE IOlst Street Miami Shores. FL 33138 'levaflons A-503 Prow -,it. 12019 Data Norembor 4, 2919 3 � Da" JV- CMiami, an RM AR 92953 �� gg g 1 1. A0 merdidm and coreratte on delete shall be properly disposed of wah ag rocychide ma vial separated and delivered to the 1 { I appropriate agencies 2 It is the responsi6iGry o1 the Gewal CardrWor to neafy architeet of came ofi- of dtwlg daoe otiaon tied efte- the d-V sham m the dorarae minvotp end to eacme to wM artlrnen for resokide" Q �. 3. All rteceaeary precturdarts St e l be utilized to rr widen the ear-e-el, mtrchow. electrical. metlterr¢91 and piteethim hart" of dtadldmg and ea ,yet- ao that th heigrod lay of the rewderee outade tlm amps od work. remeim mare). 4. All trades to clean up tob9te daly ol a0 demolished debna 5. Provide dernvamn ard mmi nsaLm schedule to comer arid mctotea before — ort rq arty 9. re-eetey ipp owner m work re be performed )Mein 80 necessary approvals erMrm permlla Rlor to mmnwrromg wide any 'uz ��► / - - _ I rgrk-- 7. Cantrectm to provide for trash ,it deoriS removal end i4 not allawW to use arty e.to fresh remptau. on the sae. ..... - _ _ - - .. -- ---- - _- --- - -- • • • • -• • • • • • • I• • I I • • 9. "damage ocatereM damg denrolit- Whet) be fiord or replaced M Uds mrrtredwro modtlt eNmmg. _ �. - __. - - _---___-_ _.- • • I m S. Chen as naravated area, arm prepare for new aorettructlon rate rwsnes. 1 ---_.- ---- - • • • • • • • • - -• - - • • � . 10. Contra" shell provide aD Sharing and bracing as regtdred to maiman atB Strutlural nnegnry od the builOing dumlg mholim — _ �- - _. _- _-__ _ _ I • • arM mnatrumion. Demoatlon 8tdrodute - _ - _ _ _ - - - ... -_. 1 • • • • • • I 1 f - - • 000 • 1. E"M Wotdow to be rernavee and War" prepared tar equivalwd sled reptacemem 2. EasagDomroberemovedadopeningamfarequfi i i" - - O • • • • 0 • ,. •• •_ 1II II • • • wed repacmerd - •• • ••• • •• • 3. Edgshower to be removed. 4. Elas toilet to be relocated. See archaegmel plane. 5. F ''stcig Sir k to be removed erro as assecoded c-eamet to be - - -• I I . • • { • • •• • • • capped ard prepared fer conneeme, to new ainka. archmenural plan. t I CJ ----- - - - -_.. -. . . - . - I .. 6. Frosting iritenor non-soumual. partial height wall to be removed. 7. Edating treo m partim to be removed. 1 I _ _ --- • • I - • - • • a. Eke" foam to be removed and as a ided mnneoms ro be ad for new toiler. 1 -- .. -. - � O - _ _ -._ • • • I _ •• • �•• I{ •• • € 3 9. - roof froahes to m removed. mMm separate permit. GC to Potedmae won roohng wbtvdractm and wRmlar PeW roQ repar/replm ace ad, rood mor m pormi end ruatva mernbms as 1 11 I 3 I -- _ - - -- - - - - - - _ -- _ - -... -- • I -- - • • I t $ t 1. Esistirg garage door to be removed and opening prepared for new _ _J NOTE. GC to Comdnate salvage of any and/or as fimmes and- egietit n with owner and mchdem. DemoldetCWponewaea - I I -- -- - -- - - - - 1 To remain _ 6 21 N.T.S. NOT USED LI 1 /4° _ 1'-0' Demolition Notes 6 Schedule - - 3 / L`J I II II 4 II - LJ - II II I1 I1 I I I I I II 7 N.T.S. NOT USED II 5 1/4' = 1'-0' Demolition Plan - Ground Floor L� (3 0 5) 2 5 3- 5 7 8 6 E I l e rt Lewis SEBAST7AN E FRT, A A, I AFiI DANIEI. G. LEWIS, AIA � Renovation Demolition Plan "° 1 3 °e°"P"°" Revision 0810 Revision 3 3 MM21a 0&2&2020 SUSTAINABLE Johnson -Thomas S (� 13063 SW 133rd Ct Miami, FL 33186 Architects Studio LLC AND CON E.L.A.STUDIO AR 96398 AR 929$3. Construction Documents �'200 100 NE 101st Stdw 7 ID so$a, A20001202 Shores. FL 33138 MartiMartiOaID MamLer a0,e ts November 4, 2otg �' AR � O ---- --- ..-- e LaCID 1 z a- E�th r2 QNEW SUS•PANEL'B'� - 3 I VJ EMSTING P. L'A' TO REMAW t EXISTING ELECTRICAL METER 8 DISCONNECT - TO REMAIN L1 ;Ae' Q7 A3 2athl G ❑ 32 I M cen (M Gr�rly Den ELECTRICAL FIRST FLOOR PLAN SCALE: 1/4"=I1-0" GENERAL NOTES: r: mo, L,,'', 1. ALL NEW RECEPTACLES WITH -IN DWELLING UNITS SHALL BE LISTED TAMPER RESISTANT AS PER NEC406.12 2, PROVIDE AFCI (ARCH FAULT CIRCUIT INTERRUPTER) TYPE CIRCUIT BREAKERS ON NEW ALL 120VOLT CIRCUITS AS SHOWN ON PANEL SCHEDULES I ELECTRICAL 2ND FLOOR I SCALE: 1/4"=1'-0" • .... .. ... • • m ••g••• •• •••a • . ••• • • •••g•• • • • • • •• •• •• •• ••• •sg••s • • • •• • •G•51 • 0 • • • • • • • •• • eggs s • • •*00 ■ L. TRIANA 6 ASSOCUI TES. INC. No. 0eawipti" Date CONSULNNG EN0. FI, CERTIFICATE OF AUTHORLZATION 286E4 (3 0 5) 2 5 3 - 5 7 8 6 E i I e rt Lewis SEBASTIAN EI. LEWIS, AIA, LEE Renovation Project Information 1 Bldg Do coal- 02-17•20 motsw5TTHSTREET DANIELG.LEWIS,AIA T Fa_coormnanoa 02-17-26 "Aa`„FaLOoO��1 ¢ SUSTAINABLE ` Johnson -Thomas 3 IAmereRegaeat oo-3020 -�� "" 13063 SW 133rd Ct ARCHITECTURE E.L..STUD10 E- a Architects Studio LLC AND CONSULTING Construction Documents Miami, FL 33186 AR 96398 AR 92953, ❑ LESTER TRIANA, PE FlmiEa No. PE65707 ID 5054, A26001202 100 NE 101 st Street pia tfia19 6398 ❑ LORENZO TRI/WA wm P E FlNo. PE39657 Miami Shores, FL 33138 Date NovamoaT 4, T01B AR 9 AR 929M2953 1• 1• • CERTIFICATE OF AUTHORIZATION 2BIWI Ml SW SBTH STREET Mein. ❑ LESTER TRIANA, P.E. Flalda No. PE65707 ❑ LORENZO TRIANA P E Flwde NO.PE3965 (3 0 5) 2 5 3 - 5 7 8 6 13063 SW 133rd Ct Miami, FL 33186 GENERAL NOTES: 1. ELECTRICAL LAYOUT DRAWINGS ARE PARTIALLY DIAGRAMMATIC. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL AND RVAC DRAWINGS FOR GUIDANCE ON DIMENSIONS, CEILING HEIGHTS DOOR SWINGS. ROOM FINISHES. STRUCTURAL AND ARCHITECTURAL DETAILS, LOCATIONS OF DUCTS, PIPES AND STRUCTURAL STEEL. INSTALL THE ELECTRICAL SYSTEMS WITH INTERFERING WITH DUCTS. PIPES, STRUCTURAL STEEL OR OTHER SYSTEMS. LOCATE LIGHTING SYMMETRICALLY IN PROPER RELATION TO FINISHED AREAS EXCEPT WHERE DIMENSIONED ON THE DRAWINGS OR LOCATED ON REFLECTED CEILING PLANS. 2. THE ELECTRICAL INSTALLATION SHALLBE IN ACCORDANCE WITH THE LATEST EDITION (2014 NFPA 70) OF THE NATIONAL ELECTRICAL CODE (N.E.C.). THE LATEST RULES AND REGULATIONS OF THE SAFETY ORDERS ISSUED BY THE DIVISION OF INDUSTRIAL. SAFETY. THE NATIONAL BOARD OF FIRE UNDERWRITERS AND ALL APPLICABLE STATE AND LOCAL CODES ISSUED BY AUTHORITIES RAVING JURISDICTION INCLUDING 2017 FLORIDA BUILDING CODE IF B.C. 6N EDITION) AND 2017 FLORIDA FIRE PREVENTION CODE (NFPA701). 3 MAINTENANCE MANUALS AND INSTRUCTIONSFURNISH THREE (3) SETS OF OPERATING INSTRUCTIONS FOR ANY ELECTRICAL EQUIPMENT INSTALLED AS STATED IN FBC EC 505.7.4 2 THE MANUALS SHALL BE SUBMITTED TO THE BUILDING'S OWNER AND MUST INCLUDED THE FOLLOWING. 3.1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPERATIONS FOR EACH PIECE OF EQUIPMENT REQUIRED MAINTENANCE 32 OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRED MAINTENANCE REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3.3, NAMES AND ADDRESSES OF AT LEAST ONE (1) QUALIFIED SERVICE AGENCY. 4 ALL ELECTRICAL EQUIPMENT AND INSTALLATION WORK SHALL HAVE A ONE YEAR (1) WARRANTY. FURNISH WARRANTY SO THE DEFECTIVE MATERIALS ANDIOR WORKMANSHIP SHALL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR THE PERIOD OF THE WARRANTY 5 PERMITS. OBTAIN AND PAY FOR ALL REQUIRED PERMITS. LICENSES. FEES INSPECTIONS. AND POWER COMPANY AID TO COMPLETE WORK SHOWN INCLUDE ALL POWER COMPANY COSTS IN BID 6. CUTTING AND PATCHING'. PROVIDE ALL CUTTING REQUIRED TO DO THE WORK DO NOT CUT ANY STRUCTURAL ELEMENT WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL TO AND MATCHING APPEARANCE OF EXISTING CONSTRUCTION. DO NOT CUT ANY STRUCTURAL ELEMENT WITHOUT APPROVAL 7, GROUNDING: ALL PARTS OF THE SYSTEM SHALL BE GROUNDED IN STRICT ACCORDANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 8 WIRING DEVICES AND PLATES' SWITCHES SHALL BE HUBBELL OR LEVITON 20A 125VOLT AC COMMERCIAL SPECIFICATION GRADE. COLOR WHITE UNLESS NOTED OTHERWISE. USE STEEL COVER PLATES IN UNFINISHED AREAS AND MATCHING PLASTIC COVER PLATES IN FINISHED AREAS. 9, COORDINATION: COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES AND LOCAL UTILITY COMPANY. COORDINATE METERING REQUIREMENTS WITH LOCAL ELECTRICAL UTILITY COMPANY. 10. EQUIPMENT' CONNECT ALL ELECTRICALLY OPERATED EQUIPMENT. USE NEMA 3R DEVICES OUTDOORS VERIFY LOADS AND LOCATIONS OF EQUIPMENT BEFORE CONNECTION. SIZE BREAKERS, DISCONNECTS, AND FUSES ACCORDING TO THE EQUIPMENT NAMEPLATE. SIZE WIRE ACCORDING TO THE NEC. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE EQUIPMENT SUPPLIED BY OTHER TRADES AND SHALL BE RESPONSIBLE FOR MODIFYING THE CONNECTIONS WIRE DISCONNECTS. BREAKERS. ETC. SHOWN ON THE DRAWINGS IN ORDER TO MAKE A COMPLETE INSTALLATION AND TO SATISFY THE MANUFACTURERS REQUIREMENTS. THE ELECTRICAL CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIALS TO COMPLETE THE INSTALLATION. 11. RECORD DRAWINGS MAINTAIN A RECORD SET OF ALL CHANGES DURING CONSTRUCTION RECORD CHANGES ON A CLEAN SET OF CONTRACT CONSTRUCTION DOCUMENTS WHICH SHALL BE TURNED OVER TO THE OWNER WITH IN 30 DAYS OF COMPLETION. RECORD DRAWINGS SHALL INCLUDED A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION AS PER FBC EC 505 741 12. CONDUCTORS. ALL CONDUCTORS SHALL BE THWN COPPER UNLESS OTHERWISE SPECIFIED GREEN INSULATED GROUND CONDUCTORS SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUIT WIRING 13. CONDUITS'. ALL INTERIOR CONDUITS SHALL BE EMT, MC CABLE OR ANY APPROVED WIRING METHOD IN STRICT COMPLIANCE WITH NEC ARTICLES. ALL EXTERIOR AND UNDERGROUND CONDUITS SHALL BE RIGID NON-METALLIC CONDUIT (RNC) SCRDEULE 60. ALL FEEDER AND BRANCH CIRCUIT CONDUITS SHALL BE INSTALLED CONCEALED IN FINISHED AREAS. UNLESS OTHERWISE NOTED 14. VOLTAGE DROP. CONTRACTOR SHALL SIZE CONDUCTORS PROPERLY DEPENDING ON DISTANCE TO ENSURE A MAXIMUM VOLTAGE DROP ON FEEDERS TO BE LESS THAN 2916 AND LESS THAN 3% ON BRANCH CIRCUITS IN NO EVENT SHALL THE TOTAL VOLTAGE DROP TO THE LAST DEVICE BE GREATER THAT 5% OF THE SERVICE VOLTAGE 15. THE CONTRACTOR PRIOR TO BIDDING, SHALL VISIT THE JOB SITE TO BECOME ACQUAINTED WITH THE INSTALLATION AND SYSTEMS RELATED TO THE WORK AND SHALL INCLUDE IN THE BID PROPOSAL ALL LABOR AND MATERIALS REQUIRED FOR THE ELECTRICAL INSTALLATION TO BE COMPLETE AND OPERATIVE THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN THE FIELD BEFORE COMMENCEMENT OF THE WORK AND SHALL REPORT ANY DISCREPANCIES AND/OR INCONSISTENCIES BETWEEN THE DRAWING AND EXISTING FIELD CONDITIONS TO THE ENGINEER FOR CLARIFICATIONS BEFORE COMMENCEMENT OF WORK 16. UPON COMPLETION OF HIS WORK. THE CONTRACTOR SHALL SCHEDULE AND PERFORM A COMPLETE FUNCTIONAL TEST TO DEMONSTRATE TO THE OWNER THAT THE NEW INSTALLATION IS OPERATING AS INTENDED. ANY DEFECTS OR DEFICIENCIES IN THE MATERIALS OR INSTALLATION WORK SHALL BE CORRECTED IMMEDIATELY BY AND AT THE CONTRACTORS EXPENSE. WORKMANSHIP SHALL BE OF THE HIGHEST DUALITY. 29. ALL ELECTRICAL EQUIPMENT SHALL BE NEW, U.L. LISTED AND APPROVED FOR INTENDED USE ALL ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF 30 CONTRACTOR SHALL VERIFY FLOOD CRITERIA LEVEL BEFORE ORDERING ANY EQUIPMENT OR COMMENCING ANY WORK ELECTRICAL INSTALLATION MUST BE ABOVE FLOOD CRITERIA ]MANUFACTURER: SIEMENS VOLTAGE: 12DIM VAC 103W LOAD CENTER BUS RATING: 125 A uNTING:FLYSH PANEL B' MAN:nLLG. NEUTRAL:FULL MENTtFKJR10N 0 LOAD VARE TRIP TRIP ME LOAD191 IDENTORCA7IDN SPACE 1 2 '1P-20A SPACE 5VMOE 3 4 'lP-" SPACE SPACE 5 0 '1P.15A W4. WC - 1 'LAFdI GARAGE LIGHTS SPACE 7 9 'lP-15A W4-K2 •' 1 -IAFO) MASTER BATKW LIGHTS SPACE 9 10 'tP-ZW SPACE SPACE 11 t2 '1P-ZDA SPACE SPACE 13 t4 '1P-20A SPACE SPACE 16 18 •1P-204 SPACE SPACE sn,A_ 17 191 t9 20 '1P-2M '1P-2L1A SPA._ SPACE CONNECTED KVA LOAD Gm 0.00 CONNECTED KVALOAO •AFO CROLAT BREAKER -AFC A GFI COMBO Eilert Lewis SEBASTIAN EILERT, AIA, L DANIEL G. LEWIS, AIA SUSTAINABLE ARCHITECTURE Architects Studio LLC AAND CONSULTING R9 398R92953, ID 5054,A26001202 ELECTRICAL - SYMBOL LEGEND ABBREVIATIONS AFF ABOVE FINISHED FLOOR ATS AUTOMATIC TRANSFER SWITCH BKR BREAKER C. CORD, CONDUIT CB. CIRCUIT BREAKER CKT CIRCUIT CLG. CEILING DISC. DISCONNECT EC. EMPTY CONDUIT G.GND. GROUND DEC. GROUND FAULT INTERRUPTER HP. HORSEPOWER IG ISOLATED GROUND MCC. MOTOR CONTROL CENTER MOP. MAIN DISTRIBUTION PANEL MLO. MAIN LUGS ONLY MTD. MOUNTED PH. PHASE PB PULL BOX PNL PANEL PWR POWER SP SURGE PROTECTOR SW. SWITCH TEL TELEPHONE TV. TELEVISION LION. UNLESS OTHERWISE NOTED V VOLTAGE W WIRE W/ WITH WE. WEATHERPROOF VP VAPOR PROOF DISTRIBUTION EQUIPMENT - PANELBOARD. RESIDENTIAL FIRE SAFETY SYSTEM 4 ® SMOKE DETECTOR CEILING OR WALL MOUNTED ON ARC -FAULT PROTECTED CIRCUIT. INTERCONNECT ALL SMOKE DETECTORS WITHIN UNIT 120V SOURCE WITH BATTERY RACK UP. ® CARBON DIOXIDE (GO) DETECTOR CEILING OR WALL MOUNTED ON ARC -FAULT PROTECTED CIRCUIT. INTERCONNECT ALL CO DETECTORS WITHIN UNIT. 120V SOURCE WITH BATTERY BACK UP. MOTORS AND CONTROLS A/ MOTOR SWITCHES $a SINGLE POLE TOGGLE SWITCH, 20A. 120277 VAC MOUNTED 4r AFF_'W INDICATES SWITCH LEG. WIRING �XI 3.5 HOMERUN TO PANEL *A* 1-3-5 ARE CIRCUIT NO'a. TICKS ARE N. OF CONDUCTORS I U INDICATES GROUND WIRE. MAXIMUM 3 CIRCUITS PER CONDUIT EACH ON SEPERATE PHASES. RUN HOMERUNS TO PANELS AS SHOWN ON FLOOR PLANS, DO NOT COMBINE HOMERUNS. INDICATES A CONDUIT RUN CONCEALED IN A CEILING OR WALL RECEPTACLES GFI GROUND FAULT INTERRUPTER TYPE, DUPLEX RECEPTACLE 2P., 3 WIRE, GROUNDING TYPE, 20A. 12OV.. MOUNTED 42*AFF LION. .� SINGLE RECEPTACLE, 2P..3 WIRE, GROUNDING TYPE, 20A, 120V.. MOUNTED 18' AFF LION ,,*A30A OR MIA 24OV, 1 PHASE. 2P., 3 WIRE, GROUNDING TYPE, SINGLE RECEPTACLE NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE UNLESS OTHERWISE NOTED. 2 ALL SYMBOLS SHOWN ON ELECTRICAL SYMBOL LEGEND ARE NOT NECESSARILY USED IN THIS PROJECT. p1NUPACTUREWSIEMENS VOLTAGE: 12WM VAC 10 3W TYPE: LOAD CENTER BUS RATING:200 A IMCLA TD4G: FLUSH EXIST PANEL 'A' NA 1:KLLO. NEUTRAL: FULL WENT ff ION 9 LOAD 1182E TRP TRIP VNM LOAD a 0E4T�MRgN EVST 1 2 IXI3T EXIST WA TER HEA TER 4 4W 1 -XI4 EXIST 3 { ZP-WA EXIST aW a EXIST RANGE OiYEIR 5 i® t10-%'C "5 B EXIST BW 9 EXIST-2 on-%•C 7 8 E.ST EXIST LIGHTS S RECEPTACLES " EXIST tP-NIA 9 10 2PLU EVST EVST 230 EXIST IpR/GA RON FlAAaP • • • • EAS T UGIRS A RECEPTACLES I EV31 tP�4 11 12 E.VST UGNTS & RECEPTACLES I EXIST IP-20A 13 14 EXIST Ex1S SW ) E11 • � • EAST IJGNiS K REIZPTAIX S I EXIST 'E. 13 n EVST. RECEPTACLES EVST fP-NW 11 10 EXIST EXIST ,W �� • • • EXIST UGMS SRECFPTACLES •' EXIST IP-20A 1B m B1ITK WIIOSBTACL® 1 MT-K'C 1P.2M Z7 71 N+9lA EXIS*-• EXIS .. ---- •• 0 EXISTWATER PU4IP Ex STREi1bC TOR 4 Ix EXIST 1.D 21 EOSTDISWASHER 4 170 EXIST 1"- n 2a IP-N EXIST 1 11EXISTUGNTS SRECEPTAO.ES EVSTUGHTSARECEPTACLES EWST 1P-M 0 W IP2a4 EXIST M f EXISTOG•S ARECEWA.ES -"a LIGHTING 1 '. BI4-%-C •1P-Im n W •• EXIST 2P40A M 32 /P-2M H2-%C 1 Bl1 GPO EXIST OVEN I, 5 W EVST n U 1v-RSA HIS, are L dIST UGHT$•1 RECEPi/ ES E ST 4 CEPT NYRWNFW T 1P SA 33 >8 '1P3M PI2-%'C am -0•".00FO V�SHED /8-1Y 31 11 EYLS BUB PAKEL'B' 1 - _ �� 4B•tY 38 aEXITS BW 8 EXIST AHLLI •• • _ • 41i • CONNECTED WA LOAD 'AF. C0RL a "EAKER • _AFT, B COMBO • • • B LOADS. O�� • • • • • • • • 1 LGR11S 3 RECEPTACLES 870 • • • 2 SMALL APPLANCES O.W "OEJIRRAl ul3Hlld8 NDAP. • • • • • t UUr.DRV Mn 71 W SOFT, W_ KVA • • PLU 4 APNCES LOADS 11W .BW 3 9TO • • • • 5 0.OTIE& DRIERS 5 X B COOKWG APPLWNCE$ 1. 1M SUBTOTAL: Q10 AC AT@I- 1BN TOTAL CO6ELIFD 3 W WA FIRST 15 - @'0 10 REMAOIDER 0 - :1 NM T A0R WNDRX1N040 @ 100% 10.W B "EATWG@"' t_48 SUBTOTAL: 14.52 SMALLEST AMMUT: 10.m TOTAL GSMANO: 3UWA1240 VACS 10.iW 0.[PS Renovation Johnson -Thomas E.L.A.STUDIO Construction Documents 100 NE 101st Street Miami Shores, FL 33138 EXISTING ABOVE GROUND SERVICE TO FPL f ESE200 I ESE200 I JII III .A. rEX19TV,�� IIII Kcq III I PNL 11 1__1 EXIST ELECTRICALLMETER I " I TO REMAINE%I5TMAIN TO REMAIN LDISCONNECT E400 -�- J EXTERIOR INTERIOR EXISTING ELECTRICAL RISER DIAGRAM N.T.S. FEEDER SCHEDULE TYPE WIRES GROUND CONDUIT 60 3#6 THWN(Cu) 1#8 ICU) I,/., E200 EXIST 3#3'0 THWN CC.) 1M6(Cu) 2' ESE200 EXIST 3#M THWN (Cu) - 2' Project Information E-2 P'01t 0um0e1 18019 Date NOVefR9ar 4, .1 AR 96M AR 92W STRUCTURAL NOTES: 1. FOUNDATION: A FOUNDATION SYSTEM CONSISTS OF WALL CONTINUOUS AND PAD FOOTINGS DESIGNED FOR AN ALLOWABLE SOD. BEARING PRESSURE OF 2500 PSF IN ACCORDANCE WITH SOIL REPORT BY DYNATECH ENGINEERING CORP., DATED 01-02-2019. CONTRACTOR TO OBTAIN A COPY OF THE GEOTECFNICAL REPORT AND FOLLOW THE INSTRUCTIONS INDICATED. B. CONCRETE WALL FOOTINGS AND PADS SHALL NOT RECEIVE SUPEROIPOSED LOANS UNIT 48 HOUR OR MORE AFTER THE CONCRETE S PLACED. C. EXCAVATIONS FOR MONOLITHIC FOOTINGS AND FOUNDATIONS, WHICH ARE TO SEINE AS FORMS, SHALL BE THOROUGHLY WET PRIOR TO PLACING CONCRETE D. AS A MNIMUM, BOTTOM OF MONOUDIC FOOTING SHALL BE 8' MINIMUM BELOW GRADE MID TOP OF STEM WALL FOOTING AND ISOLATED FOOTING AS WELL IF ELEVATION OF FOOTING SHOWN IN DETAILS PUT THE FOOTING HIGHER THAN RT BELOW GRADE, THE B' RULE SHALL GOVERN OVER THE ELEVATION SHOWN. 2. CONCRETE ALL CONCRETE TO ATTAIN A MINIMUM ULTMATE COMPRESSIVE STRENGTH AS SHOWN BELOW IN 28 DAYS. AGGREGATES TO BE CLEAN WELL GRADED. MAXIMUM SIZE 3/4'1 CONCRETE SLUMP- 3' MN. TO 5' MAX VERTICAL CONCRETE DROP NOT TO EXCEED 9'-0'. FOUNDATIONS AND SLAB ON GRADE _ 300D PSI ALL OTHER YEYHERS = 30M PSI R: MNMUM CLEAR COVER 3. CONCRETE COVE (N.) A FOOTINGS 3 B. ANY CONCRETE CAST AGAINST EARTH 3 4. REINFORCING STEEL A TO BE DEFORMED BARS CONFORIM TO ASTM A615/MN A615M-12. GRADE 60 B. WELDED WERE FABRIC SHALL CONFORM TO ASTM A185. C. ALL TOP REINFORCEMENT SHAD. TERMNATE WITH STANDARD HOOKS AT DSCONTNUOUS ENDS. D. ALL BOTTOM BARS SHALL BEM A MINIMUM OF 6' OVER SUPPORTS UNLESS OTHERWISE NOTED. E REINFORCING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH 'MANUAL OF STANDARD PRACTICE OF DEUDNG REINFORCING CONCRETE SIAUCTFtES'. AND THE ACT BUDDING COO 31B-14. F. WHEN REMITTED, WELDABLE RENFORCM TO BE A706. G. FOR FOUNDATION SPLICES IN REINFORCING BARS SHALL BE NO LESS THAN 36 BAR DIAMETERS AND REENIFOCDIENT SWILL BE CONTINUOUS AROUND ALL CORNERS AND CHANGES N DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORERS OR CHANCES IN DIRECTION BY BENDNG THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS OR BY ADDING MATCHING REIINFORMG STEEL, WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH ODRNER OR CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ARE REQUIRM. THE BARS SHALL BE HELD IN PLACE AND ALIGNED BY TRANSVERSE BARS SPACED NOT MORE THAN 4 FEET (1219 MM) APART. FOR ALL OTHER SPLICES SEE SPECIFIC SECTION OR DETAIL AND TENSION LAP SPLICE SCIEDUULE. H. ALL REINFORCING SEII SHALL BE DETAILED IN ACCORDANCE WITH AC-315-11. 5. MASONRY: A ALL CONCRETE BLOC( MASONRY WALLS, TO COMPLY WITH FLORIDA BUILDING CODE REQUIREMENTS AND THE AC STANDARD CALLED 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AC 530/5m.1-13 EDITION /ASCE 5-11/TM5 402-IC. B. CONCRETE ROCK UMTS TO BE TYPE I-NOMOSRURE CONTROLLED. CONFORILNG TO ASM C90, WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 19M PSI, (AVERAGE OF THREE). PRISM STRENGTH OF MIT WALLS F'm=1500 PSI. C. MORTAR SHALL CONFORM TO ASTM C 270-12A MORTAR TYPE 'M', WITH A MINIMUM AVERAGE STRENGTH O 250D PSI. SHALL BE USED FOR WALLS BELOW GRADE MORTAR TYPE V (2500 PSI) OR TYPE -S- (1800 PSI) SHALL BE USED FOR ALL OTHER MASONRY WALLS. D. ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCED WITH STANDARD NO. 9 1DDER-7YPE GALVANIZED STIR REINFORCING EVERY OTHER COURSE. EXTEND REINFORCING A MINIMUM OF 4 INCITES INTO TIE COLTOINS E ALL VERTICAL RE06DRCEYEM, AS SPECIFIED ON PLANS. SHALL BE PLACED IN FULLY GROUTED CELLS. DOWELS SHALL BE PROVIDED TO ENSURE CONTINUITY OF REINFORCEMENT AT THE STRICTURE ABOVE AND BELOW. ALL LAPS 94A1 BE SPUCED MIBIUM 48 BAR DAMEMtS. ADDITIONAL VERTICAL WALL REINFORCEMENT SHALL BE PROVIDED AT ALL WALL ENDS, CORNERS, INTERSECTIONS AND AT ALL WALL OPENINGS NOT BOUND BY CONCRETE COLUMNS. PROVIDE CLFANOUT HOLES M REINFORCED WALL CELLS AT BOTTOM OF EACH POUR CLEAN CELLS FREE OF MORTAR AND DEBRIS. TIE VERTICAL RENFORCFIID-T. MAXMUM UFT OF EACH POUR SHALL NOT EXCEED 4 FEET. MAXIMUM VERTICAL DROP FOR GOUING SMALL NOT EXCEED 10 FEET. VERTICAL RENFORCFMENT WITHIN TERMINATING WALLS SHALL EXTEND TO 2' BELOW TOP OF CONCRETE CAP/IIE BEAM ABOVE. F. PROVIDE INTEFUCKNG BLOC( CONSTRUCTION AT ALL INTERSECTIONS AND COMM. PROVIDE CONTINUOUS JOINT R]INFORCING AROUND CORNETS AND AT INTERSECTIONS. G. CONCRETE TIE COLUMNS AND TIE BEAMS SHALL BE CAST AGAINST ERECTED MASONRY WALLS. HORIZONTAL JOINT RENFORCDIENT SHALL EXTEND A MINIMUM OF 4 INCHES INTO TIE COLUMNS H. PROVIDE GALVANIZED DOVETAIL ANCHORS AT ALTERNATE JOINTS AT ALL MASONRY WALLS ABUTTING CONCRETE COLUMNS. I. REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER AO 53D-13 AND AC 530.1-13. FILLING OF CELLS SHALL BE DONE IN FOUR FOOT LIFTS WITH A MW(M POUR OF 9 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT -FILLED. GOUT SHALL CONFORM TO ASTM C476-02. SLUMP SHALL BETWEEN B' AND 11'. PEAROCK PUMP MDT CAN BE USED AS AN ALTERNATIVE TO GROUT. 6. WIND LOADS AND DESIGN STANDARDS: STRUCTURE HAS BEEN DEMO TO RESIST LATERAL LOADS N ACCORDANCE WITH THE REQUIREMENTS OF ASCE 7-10- WIND VELOCITY = 175 MPH EXPOSURE C. ENCLOSED BUUDDING 7. STRUCTURAL STEEL A STRUCTURAL STET HAS HAS BEEN DESIGNED N ACCORDANCE WITH THE FBC AND RISC SPECIFICATIONS. B. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE ON THE DRAWINGS: TYPE ASTM MADE h WIDE FLANGE (W SHAPE) A36 - 36K9 C, S&M SHAPES A36 - 36KSI ANGLES A36 - 36M SQUARE & RECTANGULAR HSS A500 B 46KSI ROUND HISS A500 B 42XSI STEEL PIPE A53 - 3SKSI STRUCTURAL BOLTS ASTM1554 35 36KSI ANCHOR BOLTS -THREADED RODS F1554 36 36KSI PLATES A35 36KSI THREADED RODS A36 36KSI ALL STRUCTURAL STEEL THAT S DPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED C. ALL CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE DESIGNED BY THE FABRICATOR SHOP GRATINGS AND CONNECTION CALCULATIONS SHALL BE SUBMITTED BEARING THE SEAL OF AN ENGINEER REMERED IN THE STATE WHERE THE PROJECT S LOCATED. D. BEAM SHED CONNECTIONS DESIGN SHALL BE BASED ON BEARING TYPE BOLTED CONNECTIONS WITH BOLTS 'SNUG TILT' PER ASC. B. DETAILS AND SECTIONS: ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL. AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR STTUTATDN EISEMMERE ON THE PROJECT, UNLESS A DIFFERED DETAIL, OR SECTION IS SHOWN. 9. SHORING AND RESHOROJG: CONTACTOR WILL PROVIDE SHOT= AND RESHORNG DRAWINGS, ALONG WITH RE-SHORNG SCHEDULE FOR ALL ELEVATED STRUCTURAL COMPONENTS, NCLUDNG BUT NOT LOOTED TO BEAMS, SIDS, AND PRECAST ELDMIENTS DRAWINGS TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, FOR SUBMITTAL TO THE AICHTECT AND STRUCTURAL ENGINEER OF RECORD, AND THE THRESHOLD INSPECTOR (IF APPLIGBLE). NO ELEVATED WORK MAY PROCEED WITHOUT THIS SUBMITTAL. CONTACTOR TO ALSO RETAIN SAYE ENGINEER TO PROVIDE FIELD INSPECTIONS, ALONG WITH REPORTS, THAT ALL OF THE SHORING AND RE-SHORNG S COMPLETED AS PER HIS DRAWINGS AND SPECIFICATIONS. SHORING SCHEDULE TO PROVIDE THE THAT SHORES MAY BE REMOVED IN ORDER M REMOVE FORYWOR(, AND SPECIFIC SEQUENCE OF THE REMOVAL OF THE SHORING AS T PROGRESSES THR U THE HEIGHT OF THE BUILDING. SHORING DWJNNIS TO ALSO CONTAIN DETAIL OF CONNECTION OF HEADERS AT THE TOP OF THE SHORES. 10. GENERAL A IN CASE OF DISCREPANCY BETWEEN THESE NOTES AND PLAN NOTES OF INFORMATION IN THE PLANS, SECTION OR DETAILS. THE MOST STRINGENT REQUIREMENT SHALL BE APPLIED. I. IF ANY ERRORS OR 010'4OS APPEAL IN THE DRAWDKS, SPECTFIGITIONS. OR OTHER DOCUMENTS, THE CONTRACTOR MUST NOTIFY THE ARCHITECT AND ENGINEER, IN WRITING, OF THE SAME PRIOR TO PROCEEDING WITH THE WOR( IN QUESTION. IN THE EVENT THAT THE CONTRACTOR FADS TO GIVE NOTICE, OR PROVIDE SUFRCIEM TIME FOR A RESPOI , CONTRACTOR S RESPOSIBE FOR THE RESULTS OF SUCH ERRORS OR OMISSIONS, AND FOR ALL COSTS FOR RECTIFYING SAME AND FOR ANY DELAYS OR ANY OTHER COSTS INCURRED BY SMILE. C. THE COMPACTOR SHALL VERIFY ALL CONUNDOS OF EXISTING STRUCTURES AFFECTING THE NEW CONSTRUCTION PRIOR TO CO METCM THE WORK ANY VARIATIONS IN ACTUAL FIELD CONDITONS/DIMENStONS FROM THOSE SHOWN N THE PERMITTED CONTACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT/911MEER FOR DETERRING THE NEED FOR RE-DESGN PRIOR TO CONTRACTOR'S SUBYRTAL OF STOP DRAWINGS FOR REM. D. CONTRACTOR SHALL COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. VERIFY ALL FOLD DIMENSIONS PRIOR TO INSTALLATION, AND VERIFY THAT PROPOSED DIMENSIONS AND FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE O THE PROPOSED SYSTEM LAYOUT. COMPONENTS SELECTED. AND INSTALLATION. THESE DRAWINGS ARE NOT INTENDED TO BE USED AS FABRICATION OR SHOP DRAWINGS. 11. WOOD MEMBERS ALL STRUCTURAL WOW MEIBDS OTHER THAN TRUSSES TO BE SOUTHERN PINE GRADE NO. 2 UNLESS OTHERWISE NOTED. ALL WOOD MEMBERS TO BE FREE OF ALL IMPERFECTIONS AS: SPLITS. CHECKS, OR EXCESSIVE TOOTS. UNSATISFACTORY MATERIALS TO BE REPLACED AT NO COST TO OWNER AL WOOD MEMBERS EXPOSED TO THE WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. MOISTURE CONTENT SHALL BE 19% OR LESS. ALL BOLTED CONNECTIONS TO BE COMPLETED WITH A325 GALVANIZED STEEL BOUTS WITH WASHERS AT EACH END. FABRICATION, ERECTION, AND CONNECTIONS TO BE AS PER RECOMMENDATIONS O THE AI.T.C. (AMERICAN INSTITUTE O Taw CONSIRUCIION), LATEST EDITION. PLYWOOD SWATHING CIASSIX'ATION SHALL BE 'C OR BETTER AND THE EXPOSURE SHALL BE APA RATED EXTERIOR. INSTALL PANELS WITH STRENGTH DIRECTION PERPENDICULAR TO TRUSSES OR JOISTS. PRESSURE -TREATED WOOD SHALL BE USED WHERE N CONTACT WITH CONCRETE OR DPOSED TO WEATHER 12. FASTENERS: ALL BOLTS SHAL BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A325. WASHERS SHALL BE USED BETWEEN WOOD & BOLT HEM & BETWEEN WOOD & NUT. WHERE GENETIC FASTENERS ARE LABELED IN DETAILS. CARACTIS SHALL BE EQUAL TO OR GREATER THAN HRLTI KWU BOLT C OR RED HEM THRU BOATS EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLD SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OILER FINISHES. 13. CODES: ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH AL APPUCABLE FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES, INCLUDING: • FLORIDA BUDDING CODE 2017 EDITION. • AS(E 7-10. LOADS • ACI 318-14. REINFORCED CONCRETE • AISC MANUAL OF STEEL CONSTRUCTION. AISC360-10, 14TH EDITION. • AC 530-13. MASONRY. • NAGS FOR WOOD CONSTRUCTION. NOS-15. 2015 EDITION WITH MARCH 2013 ADDENDUM ISSUED BY AMERICAN WOOD COUNCIL WITH REVISED DESIGN MUTES FOR SOUTHERN PIKE SPECE 14. THE STRUCTURE S DESIGNED TO BE SELF-SUPPORTING AND STABLE FOLLOWING INSTALLATION OF AL COMPONENTS AS NOCAM) ON THEE DRAWINGS. IT SHALL BE RESPONSIBILITY OF THE CONTACTOR TO DETERMINE THE METHOD AND SEQUENCE OF ERECTION PROCEDURES (INCLUDING IMPLI ATION O TEMPORARY SHORING, BRACING, ETC.) IF A SEQUENCE S SPECIFIED IN THE ARCHITECTURAL OR STRUCTURAL DRAWINGS, CONTRACTOR SHALL VERIFY THE FFASIBIUTY OF IT, AND INFORM THE ENGINEER OR ARCHITECT OF ANY DISCREPANCY. IT S THE RESPOSSUIY OF THE CONTRACTOR TO ENDURE SAFETY THROUGHOUT THE PERIOD OF CONSTRUCTION. THIS STRUCTURAL OPAWN(S SHALL BE USED IN COWUNCRDN WITH ARCHITECTURAL. PLUMBING MECHANICAL AND ELECTRICAL DRAWINGS TO COORDINATE LOCATION OF DEPRESSED SLABS. SLOPES. DRAINS. OUTLETS. RECESSES, OPENINGS. REGLETS, BOLT SETTINGS, SLEEVES, DIMENSIONS, ETC. LEGEND: ADM L -ADDITIONAL LSV -LONG LEG VERTICAL ARCH -ARCHITECTURAL LP -LOW PONE BLDG -BUDDING LW -LONG WAY BM -BEAN LWC -LIGHT WEIGHT CONCRETE CIP -CAST N PLACE UNC -LIGHT WEIGHT INSULATED CJ -CONTROL JOINT CONCRETE CL -CENIDIRNE MAX -MAXIMUM CLR -CLEAR MECH -MECHAKIC& CMU -CONCRETE MASONRY UNIT MN -MNMMUM COL -COLUMA NITS -NOT TO SCALE CTR -CENTER NS -NEAR SIDE DR. -DOUBLE O/C -ON CENTER GET -DETAIL OD -OUTSIDE DIAMETER ON -DOWN OPP -OPPOSITE DIG -DRAWING Pl. -PLATE FA -EACH PLF -FOUNDS PER LINEAR FOOT BE -EACH END PSF -POUNDS PER SQUARE FOOT EF -EACH FACE PSI -POUNDS PER INCH EJ -EXPANSION JOINT REM -REINFORCING EL -ELEVATION REOV -REQUIRED FOR -ENG O RECORD REV -REYSED/REVISION EW -EACH WAY RY -ROOM EX -EXISTING SER -STRUCT. ENC. OF RECORD DIP -EXPANSION SF -SQUARE FOOT BIT -EXISTING WALL FOOTING SM -SMILM FIN-FINISHSL -SLOPE FLR -FLOOR STD -STANDARD FND -FOUNDATION SW -SHEARWALL/SHORT WAY FS -FAR SIDE SR -STEEL FT -FOOT STRUCT -STRUCTURAL FIG -FOOTING TB -TIE BEAM F.V -FIEIO VERIFY TC -TIE COLUMN GA -GAGE TOC -TOP OF CONCRETE GALV -GALVANIZED T -TOP HORR -HORIZONTAL TEMP -TEMPERATURE HP -HN71 POINT TYP -TYPICAL D -INSIDE DIAMETER LINO -UNLESS NOTICE OTHERWISE U -I5OLA11011 JOINT LON -UNLESS OTHERWISE NOTED INTO -INFORMATION VIM -VERIICA1. ENT -NIERDR W/ -WITH LSV -LOG SIDE VERTICAL WHS -WELDED HEADED SRN LLH -LONG LEG HORIZONTAL WWF -WELDED WOE FABRIC TERMITE PROTECTION: PROVIDE SOIL TREATMENT PROTECTION AGAINST SUBTRRAMFAN TERMITES FOR ALL SLAB CUTS IN COMPLIANCE W/ FBC SECTION 1816. A CO LATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A UMISED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: Tff RQUYNG HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERM - TREATMENT 6 ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' SITE PREPARATION: 1.- EXCAVATION SHALL REMOVE ALL GRASS. WEEDS. ROOTS, AND ANY DEBRIS. 2.- EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND REPLACED WITH CLEAN FILL. SEE NOTE T J.- SAND AND LIME ROC( SOIL CAN BE STOCIQDPDED AND USED AS BACIOTU- 4.- ONCE THE ORGAMC LATER HAS BEEN REMOVED, THE DEMUO® SURFACE SHALL BE CDMPACTED. 5.- FILL MATERIAL SHALL BE PLACED N UFTS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS. (T.- EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION EQUIPMENT. 7.- FILL SHALL CONSIST OF CLEAN SAND, LIVE STONE OR GRAVEL. FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE O 3' AND NO MORE THAN 10 R PASSING THE No. 200 SUE. foe 0000 Goes 0 0000 Antonio SOIL STATEMENT: FOUNDATION SYSTEM HAS BUN DESIGNED USING A LOAD -BEARING CaneldS CAPACTIY OFM PST', BASED ON THE GEOTECNNICAL REPORT BY DYNATECH ENGINEERING CORP., DATED 01-02-2019. CONTACTOR TO OBTAIN A COPY OF THE GEATECHWCAL REPORT AND FOLLOW THE 067MCTIM INDICATED IN THE REPORT. INDEX: S-0 GENERAL NOTES S-1 FOUNDATION / GROUND FLOOR PLAN. S-2 ROOF FRAMING PLAN. S-3 SECTIONS, TYPICAL DETAILS AND SCHEDULES. Digitally signed by Antonio Canelas DN:c=-US, o=TC ENGINEERING INC. ou=AO141OD0000017199E86B3F 000032F8, m=Amonio Canelas Date: 2020.06.1918:4421-04'00' ' ................ Wo 1CAN� a No. 74099 _ ''.0D•: STATE OF 1111111,1• STRUCTURAL DESIGN ItNGIN E TC ENGINEERING, INC a nc. rm>oag cNGIN slur�a AMO•D G'ElA4 PE U<A1� rt,I SMXliT SIRE,tt ANY.Rn,ss �- 41m12et.an GENERAL NOTES No. D-IL""'° Gate (3 0 5) 2 5 3- 5 7 8 6 E I l e rt Lewis SEBASTIAN EI. LEWIS,AAA, LE Renovation DANIEL G. LEWAIA � 13063 SW 133rd Ct SUSTAINABLE Emerald House ARCHITECTURE E. L. A. SITU D 0 Miami FL 33186 Architects Studio LLC AND CONSULTING Construction Documents Y ' AR 96398 AR 92953, S'0 ID 5054, A26001202 100 NE IOlst Street pmjw b. 9019 Miami ShoFL 33138 D� New 19 2020 AR res. 17 PLAN NOTES: 1.- SOME PORTION OF THE EIOSDNG WOOD FLOOR WAS ROTTEN MID HAD TO BE REMOVED. NEW HOOD FLOOR: PROVIDE 1'4i' PLYWOOD PANELS OVER WOOD MSTS SPACED AS SHOWN ON PLAN. PLYWOOD CLASSIFICATION SHALL BE 'C' OR BETTER AND THE EXPOSURE SHALL BE EXTERIOR. INSTALL PANELS WITH STRENGTH DIRECTION PERPENDICULAR TO JOSTS. PROVIDE 20BLOCI@IG AT ALL PANEL EDGES. PANEL END JOINTS SHALL OCCUR OVER FR41M SUPPORT MEMBERS. PROVIDE FULL 20 BLOCNMNG AT ALL PLYWOOD DECK PANEL EDGES THROUGHOUT. 'BLOCIUNG' REFERS TO INSTALLATION OF 2.4 MEMBERS INSTALLED WITH THE 4' SIDE HORIZONTAL BETWEEN THE JOISTS TO PROVIDE EDGE SUPPORT FOR PLYWOOD SHEATHING. NAWNG THE SHEATHING TO THE BLOCIONG SH UL BE AS DESCRIBED BELOW. 20 BLOCIONG SHALL BE ATTACHED TO JOISTS BY TOE -NAILING USING 2-8d RING SHANK NADS AT EACH END. NAILING REOUIREMENIS: Siff & TYPE USE Bd RING-SHANK VAR-& NAILING SPACING: 4' O.C. AT PANT EDGES. 6' O.C. AT RRERYFDIATE SUPPORTS ALL NAILS SHBE CORROSON RESISTANT CONFORMING TO ASTM F 1667 & AS1M A 641. PROVIDE 2.11 BLOCKING AT JOISTS MID SPAN. 2.- TOP OF FOOTING ELEVATION SHALL BE TO MATCH OUSTING FOOTING. 3.- PROVIDE TEMPORARY SHORING FOR D QSTNG STRUCTURE, AS REQUIRED. BEFORE R004M ANY EXBM'G PORTION OF THE HOUSE AT THIS LEVEL. AND UNTO ALL WORN IS COMPLETED. 4.- FOR WATERPROOFING DETAILS SEE ARCHITECTURAL DRAWINGS. 5.- SEE ARCHITECTURAL DRAWINGS FOR ADDRIONAL INFORMATION AND DIMENSIONS. ALL MME SIONS SHOWN HERE SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. N CASE OF DISCREPANCY ARCHITECTURAL DRAWINGS SHALL CONTROL SOIL STATEMENT: FOUNDATION SYSTEM HAS BEEN DESIGNED USING A LOAD-BEARNG CAPACITY OF 25M PSF, BASED ON THE GEOTECHNICAL REPORT BY DYNATECH ENGNEERDIG CORP., DATED 01-02-2019. CONTRACTOR TO OBTAIN A COPY OF THE GEOTECHNICAL REPORT AND FOLLOW THE INSTRUCTIONS INDICATED N THE REPORT. SUPERIMPOSED LOADS HOUSE DEAD 38 PST LIVE 40 PS LEGEND: EWF E TNG WALL. FOOTING D05MG B' CMU WALL r4 CD-X. i' CD-X PLYWOOD OVER 30 LBS FELT PAPER DYER i' CD-X SIIBFLOOR GLUED & NAILED TO WOOD JOINTS • 16'. SEE DETAIL C/S-3. • • •••• ••• • •• • ••• • •••••• •• 0090 • • ••• • •••• • • • • • • •••••• •••• • ••• •••••• • • ••• •• •• •• •• ••• • •••••• • • • • •• • • • • • ••• • • • •••• REFERENCE NOTE: - FOR GENERAL STRUCTURAL NOTES SEE SHEET S-0. Digitally signed by Antonio CaneWs - FOR STRUCTUCONCRETRAL STRENGTH • 2B DATE SEE ET S S-0. Antonio DN:=S, o=TC ENGINEERING INC, - FOR STRUCTURAL TYPICAL DETAILS SEE SHEET S-3. w=A01410D0G000I7199EB6B3FD0 00:.1 Canelas Cate: 19ISA&V-04'00' 0 ... �. No. 74099 •� * Z 9 ; STATE OF T4- .,p aC OOP STRUCTURAL DESIGN It TC ENGWEEfMNG, NC. a uG.roavee cC ENGU EEFING I AYR6VDfxilw9 PE IG NU IGOsS Rti SY 1a 55111E t,1 iA4'Y R33�15 �: f�l F1.rtIIt q��ulam (3 0 5) 2 5 3- 5 7 8 6 E I l e rt Lewis SEBASTIAN EI. LEWIS,T, AMA, LE Renovation FOUNDATION / N. T». DANIEL G. LAlA � GROUND FLOOR 13063 SW 133rd Ct SUSTAINABLE Emerald House PLAN W W ARCHITECTURE E. L. A. SITU D I O Miami FL 33186 Architects Studio LLC AND CONSULTING ConstructionDocumentsnts T AR 96398 AR 92953, 100 NE 101st Street S-1 ID 5054, A26001202 DaUt RnYnEe 1w19 Miami Shores, FL 33138 0� 19 202G AARR � FOR CONNECTION 16 TONGUE k SEE DETAILA/S-} 7 CAODVE RED 4MB WOOD Mid S_3 FIE TO WTCN EW.) —�,( II II - _ 4MB WOOD BEAM (EL .+7_�1 F.Y. _ /F� _ - II I 1 B 1 I I A I - - - - -DiST. CONC. TIE W. (EL +8'-41 F.V. - I I I I I I I I I it I EXISTING TO REMAIN j a I EXISTING ROOF 70 IffIWIN� I 1 1 I I 1 1 I I I I I II I� II 0 N ROOF FRAMING PLAN SCALE ,IP.nQ FOR CONNECTION SEE DETAL B/S-3 � I X'11 il___ii —EXIST. CONIC. TIE BEAM (EL +8'-41 F.V. i -^EXT. CONC. TIE BEAM (EL +8'-41 FV.-- F �—EXISIxNG ROOF TO REIM L� I 1 �I I L� I 1 II 1 I II 1 I 1 II 11 PLAN NOTES: 1.- SOME PORTION OF THE DUSTING WOOD ROOF WAS ROTTEN AND HAD TO RE REMOVED. 2.- ROOF SHEATHING: A- PROVIDE 1x5 TONGUE AND GROVE PLANKS OVER ROOF fWTE7S. RANK CLASSIFICATION EXPOSURE SHALL BE EXTERIOR INSTALL PANELS STRENGTH DRECTON PERPENDIOIAR TO RAFTERS. • • FASTEN PUNK USING 8d RING SHANK NAILS. INSTALL 2 NAILS AT EACH END, AT EACH SPLICE AND AT EACH RUWNC • NAILS SHALL BE CORROSION RESISTANT CONFORMWG TO ASTM F 1667 • • • • & ASTM A 641. • 3.- FOR WATER PROOFING DETAILS SEE ARCHRECTURAL DRAWINGS. 4.- REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DWENSIONS. • • • IN CASE OF DISCREPANCY ARCHITECTURAL DRAWINGS SHALL CONTROL • ••• •••••• • • • •• • REFERENCE NOTE: - FOR GENERAL STRUCTURAL NOTES SEE SHEET S-0. - FOR CONCRETE STRENGTH • 28 DAYS SEE SHEET S-0. - FOR STRUCTURAL TYPICAL DETAILS SEE SHEET S-3. - ® INDICATE WOOD CONNECTOR TYPE SEE SCHEDULE ON S-3. SUPERIMPOSED LOADS ROOF DEAD 30 PSF LNE 20 PSF •••• ••• • ••• • •• ••• • ••• • • ••• Do • • • • • • •• • ••• • • • f • •• • • • • Digitally signed by Antonio Antonio Canelas DN: c=US, o=TC ENGINEERING INC, Ca n e l a s 000320184cn=Antonio Canellaa 83F0 Date: 2020.06.19 18.45:19-04'00' 1 •�GENS•.(q•, •t 2•• N0. 74099 # s lWut STATE OF �,t• ' •'NCO R1OP'0\��: lcs•S';O ONA� STRUCTURAL DESIGN ItTC ENGaIEWVG, N'C. a �w1mm cC ENGIN enaIIos unQWo u1FU9 of JCiQ ,a®e tt,5 SW 1, Si $1TE111 Aoa10 F. Yltx (3 0 5) 2 5 3- 5 7 8 6 E I l e rt Lewis SEBASTiAN EI.,LEW AIA, LEE Renovation ROOF FRAMING N. De4aEpTnn O88 DANIEL G. LEWIS, AIA � PLAN 13063 SW 133rd Ct SUSTAINABLE Emerald House W ARCHITECTURE E. L. A. STU D 0 Miami FL 33186 Architects Studio L L C AND CONSULTING Construction t Smeet Documents c n Y AR 96398 AR 92953, 100 NE IOlst Street S_2 ID5O54,A260O12O2 rtQelmunbe 18018 96398 Miami Shores. FL 33138 D� M� 16 2020 AR RR 92953 (2) STRONG DRIVE SDS I'0 x 4r FROM SDPSON rNALED r -CD-X- PLYWOOD OVERPERFL 95M (ONE EACH FACE) LOS FELT PAOVER r EMS.=11N' INTO DUSTING BOTTOM-X' SUBFL GLUED & PLATEINSTALLATION ANGLE=220-N TO WOOD JOIST EXISTING 8' CMU EXISTING CONCRETE CAP `COD. 2.6 ATTACHED JOWOOD TO DUSTING CONCRETEE JOIST O 16' DUSTING 12' CMU WALL CAP W/ (:'0 x 3' TAPCON SCREW 0 16' DOFFING WF-16 J/L 1 SECTION S3 3~1-7 DOSING ROOF NOT SHOWN FOR CLARITY 7'-5' N. DUSTING NEW WOOD BEAM NEW 4. WOOD BEAM (2) STRONG DRIVE SDS NEW r 'CD-X" PLYWOOD OVER }'O x 4f FROM SIMPSON 30 LBS. FELT PAPER OVER r R 9589 (ONE EACH FACE) *CD-)(' SUBFL GLUED & EM1I.=1]' INTO EXISTING BOTTOM NAILED TO WOOD JUST PLATE. INSTALLATION ANGLE=220 EXISTING7-p._1• PLYWOOD 1 0. PLYWOOD DUSTING WOOD JOSTJ'IV-Z.Zj -COSTING � 2x8 WOOD BOTTOM PLATE JOST 0 16' EXISTING CONCRDE CAP DUSTING 8' CVU WALL GRADE DUSTING WF-16 z SECTION 53 SCALE 31V-1'LO' (3) j'0 THRU BOLTS S-3 NEW 4xB WOOD BEAMS 2 rO TRHU BOLTS DOSSING 48 WOOD BEAM L 64X} 7- LONG. ATTACHED TO EXtS'TI X TIE BEAM EXISTING TIE BEAM W/ 2- rO HILT OUSTING F®7 EXPANSION ANCFX)R BOLT TIE COLUMN EXISTING STEEL EMB =5)' INTO CONCRETE DOSING FRAME AS COLUMN TIE BEAM NEW WOOD BEAM / EXISTING WOOD BEAM s3 (AND EXISTING STEEL COLUMN) CONNECTION DETAIL SCALE 3W .,•P DUSTING LNTEL/BEAM TO REMAIN (TYP. U.O.N.) EXISTING MASONRY TO RD&N (IYP. U.O.N.) NEW MASONRY TO CLOSE DUSTING OPENNG MATCH ADJACENT MASONRY THICKNESS PROVIDE NEW TIE DOWNS N NEW MASONRY TO CLOSE EXISTING OPENING. PROVIDE TIE DOWNS AT ENDS OF NEW MASONRY. MATCH SIZE AND SPACING OF WALL REINFORCEMENT THROUGHOUT. DOWEL 6" MIN. INTO EXISTING INTEL ABOVE AND DUSTING FOOTING BELOW AND SET USING NLT HIT-HY 2DO ADHESIVE ANCHORING SYSTEM, N.OA FL 17180.1 LAP BARS 48 BAR DUIM. MINIMUM DUSTING FOOTING TO REMAIN OW. U.O.N.) NOTES: � I.- PROVIDE WALL TIES AT BOTH SIDES CONNECTED TO EXISTING lE u' X WALL AT EVERY OMER COURSE -M- -1'- 2- PROVIDE No. 9 UD R TYPE GALVANM HORIZONTAL RFD. WALL TIE (18 Ga.) EVERY OTHER COURSE /'-1CLOSE EXISTING DOOR OPENING DETAIL S3 /N.T.S B CONNECTION DETAIL S3 SCALE 3W'.1=P 2.8 HOOD r •FELT' PLYWOOD OVER JOIST 0 16" CBS. FELT PAPER OVER r K-M-ED -X" SUBFL GLUED & TO WOOD JOIST BASEMENT FLODRIJACX -(4) #12 x 3' HWH FJB-16 (TYP. OF 3) TEN SCREW 2) 100 NAIL 97COMPRESSION CAPAC 4 rO HILT I4D (ONE EA EACH ANGLE=221 EXPANSION ANCHOR BOLT GRADE EMB.=3)' INTO CONCRETE 3 SECTION S3 SCALE 34'•1'•O' DUSTNG ROOF NOT SHOWN FOR CIAWTY 6x6x1x7' LONG. ATTACHED TO 2-r0 1HRU BOLTS EINC TIE BEAM W/ 2- rHILT®3 EXPANSION ANCHOR BOLTTfiV.l fEMEL=51' INTO CONCRETE NEW 4-B WOOD BEAM DUSTING TIE COLUMN (N 5 SECTION S3 SCALE 3W.1•-P FOOTING SCHEDULE B=BOTTOM T=TOP MARK SIZE REINFORCEMENT REMARKS DUMENSION THICKNESS( LONG BARS SHORT BARS F-1 2'-0'x2'-0' 12 3 #4 B 3 14 B WOOD CONNECTOR SCHEDULE TYPE CONNECTOR N.OA / FL APPROVAL CONNECTOR ALLOWABLE LOAD VALUES NAIL SIZE & UPLIFT DOWN PARALLa�ITIILOUANTTTY ❑A S PSON FL7147S 1175 - 120 90 JDST 44-jx1yT1� CONCRETE ❑9 SON FL10446 695 - 1165 940 MS TRUSS : T':(WS PLATE I 0 z 0 EXISTING CONCRETE TIE BEAM (FV) 48 WOOD EXISTING WOOD BEAM D0.DING r CD-X PLYWOOD -4' TV STING TB DXSTNG WOOD ROOF DUSTING OONC TIE BEAM EXISTING B' CMU WALL a SECTION S3 SCALE 3YM11%0' WIND PRESSURE DIAGRAMS WALLS N.T.S WIND LOAD PRESSURE FOR ROOFING DESIGN ROOF PRESSURE (PSF) a ZONE (NET UPLJFT) 1 23 PST 2 44 PST 3 44 PST WIND LOADS SHOWN IN THESE DRAWINGS ARE ALLOWABLE VALUES. NO FURTHER REDUCTION IS ALLOWED. EXISTING r CD-X PLYWOOD 8' WOOD SHIM AS REQUIRED DUSTING CON THE BEAM — DUSTING 8' CYU WALL - REPLACE THE DUSTINCS ROTTEN JObTS BY NEW 2X4 (THE NEW WOOD JOISTS MUST BE ATTACHED TO THE RAFIERS W/ 100 WAS 0 61 NEW }' CD-X PLYWOOD (AS REQUIRED) W/ IN FM SHANK NALS 06'AT OEM ROOF OVERHANG CONNECTOR ❑A NEW 1x6 TONGUE AND GROOVE � NEW 34 WOOD - • -S +Y' TV. • • • • RAFTERS 0 24 • EOOD • • • • • • • 0 W WOOD FASCIA • • NEW 4x8 •E/ 2-16U NAILS V=OOD BEAM _FOR CONNECTION • • • • • • SEE DETAIL A/5-S •••• • • • • •••••• •••• • DUSTING STEEL SECTION "� AS COLL" •' •' • 4 • • • • • S•3 SCALE YC.1•-0 • • • • • • • • •••••• • • • •• • USE r CDX STRUCTURAL I GRADE • • • 2'_D• 2'-0' 2'-0' • • • • • •••• 9 (SEE PLAN NOTES) PROVIDE 2'L4' BLDMG BETWEEN JOIST AT PANEL EDGES rSPLYWOOD SHEATHING FLOOR S3 NAILING PATTERN SCALE: N.T.S. N WIND PRESSURE ROOF PLAN oD SCALE 3FW-1'-Tr uo i U a W^BED. o a ao�8 W„�?acR ei�QO gLLn O V CI a O v� �E rO /(U ` xV Q V aouF"., �ON1O Cqh !.,� No. 74099 a* y ; STATE OF •3�qE L �'��nnnwa'xx STRUCTURAL DESIGN It TC�ENGINEERING, INC- G 0.R6,1'1 G'FiAS PE tG Ha ],p99 24 et S1.91E 111 !MAN FL 3J„JS VnONE N365126,di2� N.. Deeviptl0a Date (3 0 5) 2 5 3- 5 7 8 6 E I l e rt Lewis SEBASTIAN EILERT, AIA, LE Renovation SECTIONS, DETAILS DANIEL G. LEWIS, AIA AND SCHEDULES SUSTAINABLE Emerald House 13063 SW 133rd Ct ARCHITECTURE E•L,A,STUDIO Miami, FL 33186 Architects Studio, LLC AND CONSULTING ConstructionDocuments 3 AR 96398 AR 92953, S- `� ID 5054, A26001202 100 NE 101sf Street �t9 Miami Shores, FL 33138 IT�m Nmrn 1s. 2ozo Aga e9&M2953