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00-0480-005 I dl 1 AT OPEN PORCH CEILING F PROVIDE 5/8' CDX �LYWC B SOFFIT w 8D COMMON NAILS �I_' A2 @ FT = 620 uB 6' a/c TO BOTTOM CHORD DULL = 660 LB & 4" o c @EDGES-TYP, SEMCO TA-"L 16 STRAP ` SEMCO TAPL 16 STRAP / - T w/ (5) 16d N STRAP w/ (9) 15C IN STRAP N I (4) 10d IN SEAT @ 12 (4) 10d IN SEAT NET UPLIFT @OPEN PORCH= SHORT TRUSSES OFF 44.1 PSF � 3 _ 5/8"� GDS ROOF SHEATHING-TYP, GIRDER TRUSS BOTH ENDS —8d- NAILS @ 6' C�C AT ALL- EDGES 4" 0/C-`Y These drew'ngs are intended to show tee general arrangement, design anc extent of the work and are pert"cl UPL FT = 2805 LB �' i diagrammatic. Trey are rot intended to be scaled `or rough-in measurements, a to serve as snop draw^gs. i j EMCO TAPI_16 w/ DL+I_I_ = 3500 LB / i I l lI TRUSS coNFl T'�oN p i / i / i / 17) 1vc: aN STRAP & All CCnStrIUCt�'On S O D2 �n aCCOrdanre with the h F' r� i�� in 1 i� pressures h A t so.t c do B� d g Code, 99 E5 , � , VV�nc _ a,e Dee - (4)S_MCO TAPL 16 STRAP - , _ / BY TRUSS MANLFA R �' --- (4) 1-0a �� SEAT W/ (11) 16d PLUS /' - } ! % - �' - MFR. TRUSS SHOP CWG.S "ACE CO�N?v RROOUCT CONTROL No 95-08 15.11 Cetermir.ed in accorda^Ce with ASCE 7-88. SEMCO TAPL '2 w/ (8) 16d / 7�- rte% r/ � T7r� - 7 � - TO BE SUBMITT_D FOR BOTH - WRAP 7AP12 STRAP OVER ' fl7 THE BLDG. DEPARTMENT'S APPROVAL :: / LPL FT = 2590 LB `he contractor s'rall verify all existing conditions and dimens ins pr or to stating any work and not fy f'ne arc r tact of any BOTTOM CHORD - 'i-� / AND PROJECT ARCHITECT'S APPROVAL DADE CO. PRODUCT APPROVAL DL + ILL = 3225 LB alscrepancies between these plcns Ord he ex sting cond tons. The con?rector is responsible for the protectici of the SEMCO TAPL 16 w 11 160 plus ^ ^ (TAPL 12&"6) 95-081811 SEMCO TAP11CT 16 ST AP w/ % / / ( ) TOP OF T.B.: 8'-2" A�F existing structure dur'ng con struc,ion vvhe ooD Iccbie. i ' SEMCO TAPI- 12 w 8) ?6d I " �� DADE co PRO APPR vAL(TAP 1r&�6)9s C81aii - / (7) 16d, NAI S IN S RAP" �_ TYP. @ 4 PLACES ' • The contractor 's res onsible for the construction means and methods and jot site safet The contractor s-all exercise 1(4) 10d'� NAI S IN S AT / i /' �� DADE CO PRODUCT APPROVAL P 1 Y r o 3'-0" EDGE & RIDGE ZONE: / TYp ' / J.i (TAPL 12&1s) 95-Oslo 11 all due care dur'n demolition exccvct:on and constriffon to ote�t worK rs and existing construction. T' g p s g co st uct on. ne NET UP'_IFT 51.5 PSF li°j , } . �" / / i; 2'-0 contractor shall not load new or exist*r. structures oe and their des rea capacity . The contractor s'nall be -es ons�ble � 9 Y 9 Y P li� ' for cIi Shoring Ord brOClrg regU�fed d rl�g CanStrUCtlon, Tne COntrCCtOr sham attempt t0 locate coricea ea c, or /7 Ilk, underground p;pes, conduits, etc. prior to commencement of any work. - - - -- - -- r _ I' /TB / - _ I The contcrtors responsibe and steel! comply wrn the safety requirements of S-BC ,_np. 33 and all app'=cob e state, local and feaeral codes. - X12 T'�E SEAM w/2 #5 TOP, 2 #5 BOTTOM & 4#3 @ 12" EE, Compressive strength of concrete ct 28 days sna l be 3000 psi. All concrete work sra'I' co-"or- to ACI 301 � BAL� @ 48"c/c. ALSO 2 #5 speci`icatlans u, o, Concrete slump shall be 3" (+�-)1" for footings and slcbs on grade; 4" (+�-} for cII ether concrete, m �,: } CORNER BARS w/ 30' LEGS @ EA. CORNER & INTERSECTIONS. �' . i a SLO t. 5/12 o All re'nforc;ng steel shall conform to AS7M-A-6"5 grade 60 and snail be new, fobr catec cnd deta led in acccrdance with - J) z ACI 315. Welded w're abnc snal conform to ASTM A 185 and shall be supported on pieces of br'ck at a m1. k { T -� spacing of 3o c c ea, wa La fabric a minimum of 6 'rches c, the sides. Where steel reinforcer bcrs c,e � 1 P 9 Y P 9 / indica'ed to be set in epoxy, m h II Hl, i H F 4" nn I i 1 � o system s a be t S_ 2 _ ox System or e ua installed to the P Y� Y y Y g � �" / I /� , I � � i manu�acturer?s recomme da,lon�. T` ;' 2 ROWS X4 BO T CHORD BRAC NG �; / / - t y5 IN GROU'ED CFI_I_ ' w (2) 1 d NAIL @ EA,I ;RUSS� — '/I, q/ HOOK FOR aoc s All str,Ctoral steel shall conform N't'n ASTM A-36 for D c?es a^d snipes cnc to ASTM A-500 for rectangu or tubing. Pound T 7 -� pipes small conform with ASTM A-53. Anchor bolts she confor to ASTM A-325 and shall be bearing bolts - _n,o, All welding shell be i accordance with AvVS standards arG shall be performed b certified welders. k ! IJ 9 P Y All structural stee� shall be sno r'med wth a corrosion ichibitin rimer and a ntea w th on coin ctible ai-t as required P P 9 P P P P g ' � r r r r h� r. r. ' by the are tee', and/or owner. Surface p ep�r�t'on, � lining and p..mt:ng shell conform to tre regal ,lme��ts ,f the SSPC. All structural steel co''umns shell be concrete filled. } SD Ices In rebars shell be a m nImum of 36 bar a'ameters a n.o. A I nooks I^ rebas shcG be stardcrd ACI 3'3 hoops - � � � �� � /� � 8„ emu w/ ladder type is -- - - 1 �; port. �t. reinforc"ng © Concrete coverage over reinforcement shall be as foows: -�-- - 1 - / /- ; � - 2 ROWS 2X4 BOTT CHORD RACING �� f ,J 16" o/c typical Bottom cnd top of footing s: 3" _�/_ w/ O 16d : AILS @ EA TR ss Ties n co'umns and S`, crops in berms: 1-112" Bottom Reinforcement for round floor slobs: 2'� 48 BAR DIA. LAP SPLICE Other slab reinforcement: 1-112" ZON.� (1 N� T UPLI T = 2- PSF /' �I , } x x x x A I masonry wells shown en the structural drewings are loco bea,irg (u,n.o�) and shell be in piece pr'or to for-ing and mi pacing concrete �n beams or colum^s. Provide No. 8 Trluss-type joi^t reinforcement a; 16" c/o in all walls c-d 'eave l - / barrier extended 4" min. into tie columns. 5/ CDX PLY D w/ 8D CO VON tiT ;1 well-compacted base t 1'�i ! T } SEE COMPACTION NOTES S1 Prefebriccted wood trusses she-1 be designed a^d abriccted in accordance wi',n the design spec'fica?ions for metcl plate } @ oVc THR CH. Y ` 12.x16 contirious concrete co^netted wood trusses of t're Trass Plate Institute anc all other requ���re„rents Of the SFBC, Trusses shell be des�gned i oiling w/ 25 cont� ya for the L`ve and Dead loads indicated in these drewings and `or wind 'dDrt as Indiccted oa the structural roo� - -. _71 i ;ronsv, @a8” oc-typ - r _ 1 �T � i peon. Isle truss mcnulccturer shall subm't signec cnd sealed s'^oo drewings by c Florida registered engineer `c�ccti'ng a o,f, spacing method of ct„,achment and s ec�cl bracin e u red dur�'r cons:ructio^ cr�� n �+ i - Y P 9 P 9 p g ^y a, e pe , en,, i TB information. S�.;bm�t a minimum of r3t s{ ned and sealed sets to the arcni?ect � � ,nor h II t1 he Plywcc� u�,,pl m s��cIl comp y w't^ the des'gn rPcon^-erdat`ons of ,ne Amer:ccnPi�y^wood Associatlon/Constr��U-tion 3'-0” EDGE & RIDGE ZONE: NET UPLIFT 51.5 PSF SCALE: 3/4" 1'-0" Diaphragms cnd the SFBC. Plywood deck s^a ' be continuous over two contin,,ous spans and placed with the f,ce grain perpend�cuier to the supports. Connect deck to supporting structure anc to wood blocking where cDp �CCo'e '� � � with 8d common nails spaced as indicated in drawings. SCALE: 1/4" 1'-0" `� All' or plywood in contact with concrete, s*,,cco, -csonry or ot'r,er cemet'tious material shall be treatec to Comp'y with AwVPA Standard LP-2. B - S1 TRL SS P NFIGURATION Structural wood shall have the folldwing min. properties: 25'-4" BY TRU MANUFACTURER. 12 Allowable `lexurcl stress: 200 psi a° 8'-0" a'-a" e'-o' a°I MFR. T LISS SHOP DWG.S AiicNoo e s^ecr stress: 90 psi TO BE IBMITTED FOR BOTH 5 5'-a Modulus of elcsticity. 1760000 pSi _ _ _ THE BI DEPARTMEN-'S A iRCVAL 7 �' 7 7 7 AND PRO ECT ARCHITECT'S ROVAL For construction of the new ground floor slob and monoiithic footings, clear, removeand d'soose of ail vegeta?i-)n, argon'c _ - - - : ( 12 soils a^d debris. Fill and backfll n layers not greater than 12 inches loose thickness with str�ct;ral fill and compact to - - - - - -I- - - - - - - i- SEE SEC N @ LEFT FCR GE RAI groin perpendicular to the supports. Connect deck to supporting structure and to wood blocking where eppliccole 7 - - � C �4 _ - J 8„ T,E w J NOTES 3 " / 95% maximum density. 36 X36"X12 30 a"x12" PI.P 1#5 CONT, 2'" CDX PLY w 8d CONC CDL.w/ / Field density (compaction) tests shell be made for each 2000 squcre `eet of ff 1, Tests shell be made by on ndepende^t 3#5 , WAY � (6) #5 VERT & SEE SECT B/A2 COMMON NAiI_ 4" 0,C� EMCO TAPL16 w/� testing laboratory o d s. aii bear t1he seal f c Fla ida egistered engineer, r*ea e^sit'es she:, be onn a ea r c�rst r h, 0 0 r �' I ,� I C p r � 3#5 EA, WAY 8" STIRRUPS O TO VERT. TRU S ME BERS- (5) 16d IN STRAP & the maximum dry soli density as determ'ned in the Ioborctor ASTM D1557. TOP & BOTTOM Lv a c/C-TYP. OF a CONSTRUCTION T OF 4 °- SEE SECT A-1 FOR EL. 0'-6" �� o ADD NncRVATION TRUSS MFR. T PRO IDE VE ( ) Y Y Y ^Y �� MEMBERS @24" 0/0 ALO,' 4 10d IN SEAT PLY'WD, EDGES{ 3'-4" 5'-1" 3'_ 12'-a" 3'-2" 3-3" 8"1 1, p qo Vlonoao rroso� mosonory op'g. II moso^ory op g. f I- ��I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - SOII— STATE"v"ENT �� . .x� r n'lll III tl °D nI n v r n z n ,1? ,r -(Do I'' _ _ _ _ AS ��_� ED B THE SFB ED 2 0� 2, 'H'S ROE HAS SEEN �SGNEC USIING A MAXIMUM c — fc —� —f�c - c — —f�c — — — fcc — — — — �C — — — — — 1X2 PT WD STRIPPING @16" 0/C w/ PAPER-BACKED MTL, LATH SOIL BEARING CAPACITY CT 2000 psf, THIS IS CONSISTENT WITH THE INITIAL V SUA_ OBSERVATION • w/ STUCCO F N. 2 -0 OF SITE AND FAMILIARITY ''YV17H THE AREA, IN ADDIT ON; PER SECTION 2403.1 SFBC, AT THE T IVE CF CONSTRJCTION, HE ARC ECT OF RECCRD 12"X16" CONC, FTG. w/ 2#5 CON T. & SHALL SUBMIT TO THE BUILDING OFFICIAL A SIGNED SEALED LETTER ATTESTING THAT THE SITE c #4 TRANSV, @ 48: o/c-TYP. fc HAS BEEN OBSERVED AND THAT THE FOUNDATION COND TIONS AR__ SIMILAR TO _-IOSE DON WHICH B-1: 8X12 CONC. BM. THE DESIGN IS BASED. 2 #5 TOP & 2 #5 BOTTOM PROVIDE (1) DTC STRAP @ 48" c/c 6 #4 STIRRUP @ 4" c/o � o TO VERT, TRUSS MEMBERS @ EA END & BAL. @ 12" FOR CONSTRUCTION OF A NEw GROUND FLOOR SLAB, CLEAR, REMOVE AND DISPOSE OF ALL VEGETATION, (4) "od @SEAT & (9) 10d @sTRAP HOOK TOP BARS @ ENDS ORGANIC SOILS AND DEBRIS, FILL AND BACKFILI- IN LAYERS NOT GREATER THAN 12 IN, LOOSE E CONSTRUCT',OV EL. 0 -0' E DADE COUNTY PRODUCT APPROVAL q 94-0328.02 fc IF SPLICE REO'D.-SPLCE THICKNESS WITH STRUCTURAL FILL MATERIAL AND COMPACT -O 95% MAXIMUM DENSITY, fc TOP BAR P IO II S L M D5 AN & BOTTOM BARS @ SUPPORTS MIN. 24" LAP SPLICE n 3'-a° �a 4" concrete slab w/ 6X6-W1,4X1,4 @ m'd-depth of s!a'D 0 over 6 mil. vapor barrier on well-compacted soil 4" a/c . � fc see sections for additional slob reinforcing s�aabato ° �F.F E 3"x12" PERT. CONC�STIRRUPS � � + HUMANITY E � � �' Qa"6(4"®ESPL &S,3 STIRRU?S ,�{{VV ��= r� 1� �7 ll��i�T `,i�7,fV n 9350 DACELAND 301 '1 fa SUITE 200 fc :GROUTED CELL LOCATION-TYP, i r-I �,� ..� 8" CV'U W 1 '5 @48"C C MA.X. T / # /, I �1IAMI, rLOP �A 33��6 N GROUTED CELLS & No. 9 Ladder Type YP Z �_ _ C� 670 2224 IfC JOINT REINFORCING @16"o/c—TYP. AGENT; ANNE YAWING, EXECUTIVE D'PE-TOP fc °c0 E E SEE SECTION @LEFT FOR GENERAL BUCKLER ARCHITEcirs k—� NOTES fc 48 BAR DIA. LAP SPLICE �.7�� �°� �'J Ll 1z ��Z°67_57 4" CONC. SI-AB w/ — —`c — — — — — fc — - fc fc fc — —fc — fc fc— — — fc— — — —fc — — _ — —fc — — — �— —fc x x x x 6X6X1,4X1,4WWF 8" TE w/ 1 #5 O O O O O O O CO C O w/ BROOM FINISH CONTINUOUS I� - - - - - - - — � `b I I� GJ _ Pro�ect Data : f U' —I II — — — — — — — — — — — fc 6 ml, vapor barrier ) — — . — �- - - - - - - - - - - _ I- - - r x x x x x X Site Address: 6040 SW 63rd ST, MIAMI, FI-OP DA - - - - - - _ fi we,l compacted base o y WorK Description: New Cne Story S'rgle Family Res`dence SEE COMPACTION NOTES S1 3 nos nary opg a'-c" 3'-2" s'-3" 3'_4" -10-'r 2'-a° a'-o" 3'-2" 3'-3" a" z"x,6° �ont:�^�o�s concrete -- �}f' r'�� ,� Architect tact ofnRecord�BPau� W� Buck erA�NAR13708�RFATER MIAMI, N'C, 670-2224 mosonory pp g mosonory op q. m o. m.o o � , 8 -E w/ 1(�5 cant, L— — — footing w/ 2/{5 coot. & �4 z Ln ny •, �1 �`i� r• (,� �' Project Dcte: 3-3 -00 tronsv ma8" o.c.-iyp. ` A S1 4" cone slab w 6x6x1,4wwf � ,Revisions: / 3'-0"X3'0"X1'-0" CONC. on *el -compacted fill ` " 42'-4° FTC. w/ 3 #5 E.W. TOP & ►�. t't �*�f,. ; BOTTOM o 'z� �(aU,n- a,T,aCrL SCALE: 1'-C" \ o �r o .' ; STRUC7URAT, S- 1 o f 1 SCALE: 3/4" 1'-0" ►�" .