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4 ?.4 DROP , MOM. WOO TM OM • 345 CFM ++;.. •. "i• tax eVML •. .1"d01\it. • .• omm.MO*T•T 4 SCALE 1/4 0" A IR CC [4 A 8 VW. 131NIN(3 ROONT 2.(30 CFM "'' • t ' , \Di TI O I N ET) .16 ° • LA• * LUXRE POWER AI CHAII3ACITIV.3111 ..‘ .... - .. MOD EL VOLTS TO FAL NUMBER PHASE-CYCLE AMR.3. ' ,,,' •1.' .,4 -4 . • .Z41... 4 4. • 4 • ft (..40.44,... • • .......,..4-SA'44, 44 17 -4. ."4:132At Pedrna'...a44, .1/4.11:ackru.tk1 t...:+-a%.-4/ teillatfe. 11-la Atchitect itr.11 ■ .) - oild.iiat- aro .: I.% r- 4.0_6011.6za.mweitlia--,tiiills 401 *terireit t.4- '.:1 ' ) — ',Qat. olv.intlt)1434, el.-.....trica)*-trintt mod otof tlerZ IN.5,i!-;'ikt =. .•*(tifeatilybnidlWie,oitheratia. An r eiduirctiN.1 4-te4A 4 : .4 be tbspliore hasrpecitio%- ---, 3. 7 -- ;vat, 200-230-1-60 21.4 • 'S GROVES II7N.E.98 SE MIAMI SHORES •`•' - t t (t v);l $ J 1m J 1.1 )D 3 C Y` ti f �aG• t rtci• �')tci rt�.aY�, - — . 5 fizait•tc (wee, 1'v art.., r .. . out "Cn�s } �3x�;S CCIlst, Jva +i 4 tto 44cr Vo`riti - -- : -sit - bt-A Etit cs at, ft[1 t te ;4 }e I I, is t • r —,xs .�" .. Edk :,;a 'as - :n •; is .•�. 1S r... jkilVigA 101 6.6 %' I\ ( • U�' 1' i ALCQL b I \V I D> 1 1.5% DJ-, D! 5 e <z. t: LC> h ...� rr Rti 4. 111 0212. %/A:1 0R 5Tol7 DOW 5L5� Thl'l (0 Ta E' A/ 5 > o sr Footing Calculation for Balcony • I H. Live load: 40psf x 40.5sf= Dead load: 5.5 "slabx40,5sfx150 #= Beam: 150 #x1,3x8'= Conc. Block col. 1.3 "sq.x98 #x9'= Porch slab: 40.5x75 #= Stern wall: 1.3'x98 #x13'= Footing 2x13'x150 #= total pounds t.ARNC. IN \\ /ts v 1,620 1,518 1,400 1,L47 .1`518 1'656 3.900 12,;59 soil bearing pressure - # 2,000 footing area read. 6.37 s.f. 2'x8'= 16s.f.> 6.37 ..• • V) oo • •• • • • • • •• ..• • • • • • • • • • • V • _ • • - ~ 1 N :V raYr 1 ILL V/I G ) E4,?i.1 Lit 4 p .b. s N r r- Leap ...... lc 11..2. Treads and Risers Per FBC 100.3 it 4 ran ►a.'S c 12 E .:f•1 U1 C��' • DAR: ce,16 " 1r - FAG dortPu I Fv 1-1C01-4 r` ek. Conran , 1 v r3 * H r r► Lr. G ►/ /A'( AR0011355 Notes 1 Live Load design pressure 40 psf. I >S CApE 2 Soil Unclassified sand, silt and clay bearing capacity 2,000 # /sf 3 Concrete minimum 3,000 psi per ACI 318 4 All bars Grade 60, AS " TM A615 5 Concrete block (cmu) will conform to FBC 2104.1 6 Fill all column cells with concrete, not mortar. 7 Wet all forms and block prior to placing concrete. 8 Keep all slabs wet for 7 days for proper curing. gown Arch itect Kai drive, \ort or Mer5, 90 29- 826-2�5� __N 4-1A, l { ... F I T • .• • .. • • • . • • • • • • -,.,. • 917• : •• • l a , • L_ PO I H 1 • Handrails not rquired per FBC 10C '.1 (less than 4 risers) r c P-1/v_. •••••.m— Bakony, Entry details I :: 11. c ' ` rc..r1.75t3 I ROp.4 &41_, R6 It jrll C(..C>h "rese t- lorz.t�arJrn�..TS, J .5 M voTl -+ s�►� �c-� •■••••• \ /AT I Re6odeling to; 117 N.E. 98th St. Miami Shores, Florida NEW CONSTRUCTION BASIC DESCRIPTION Reinforced concrete footing, CMU truces, p lyweed -sftett ing mopped - f+r preeas# — e tilas: All wood touching masonry, pressure treated, all bolts, clips and anchors galvanized. Exterior stucco two coat finish, -iwte 4o +s -1/2" gyp. b�ar�t-er�p,# --s4 Aping -a ceramic #+le — &e4Th gs ere -1 /2 "• Pretreat footing and underfloor areas for termite protection and cover earth with + polyett�helene for radon control. D I N WIND SPEED 144 " Issue for permit ;% Approved N / e *.k P 4%1 ile)P.A. /IN r-f— Or 0 4' tru tkr•-.1.'" IP 0 c....-...,,-,11- ip.-1 p- t r--1.--.. 41,... t . r 1 .--. 2, --;-.., ,----, — --, ,e, ---- r .v..... r. f .... es •-• es -. --- : ,,-,.;'---," PI P c•-:' ..--- "" 1 ,...„, rAH • • • • • • • JO • a V. a • a • • • a, • _ • • • • • • • • vo a • • • • • • 4. • Rib K (ko E L EVA -■ Cu p p 4. CA 4 .E.L\-L-- c1-4-JHRLY , ctziagr aa•••••••••,..... 1.111....14WIRAstaaral,laM A • Qc GS? 401 •— ; •!--) c r" M W6` OrINLV_ eqn1-4 260 lywrAL )row n Architect / /j\ so" •w• „ Kai Prive, \or,i or hier5, ft 9C) 29-826-247 elr k2S.• -r 0 "." 3 , r _,...- /1 e ' ... i.- , ':• - :::,' rc. -7- • - ....:, - -- ...- ,-.., r; -- . - • •„,... f •_.. r 1 ..._ ‘...,.... 1,-,, I` t - - ,,-- ' . 7 7. , .,,-(\...- ,.." r '1 ,f \ ' --'' '' .._6-,---Q1\ f F--;•• e`i'' r,--,-- ..\.‘,..;,,r--.)...6..-14,,,,%4:-;.143.,..„,- 4 . , ,,,--- , 3K - rThr.r, ( \ • - 7 e" ' \ 00 L_. i- -L.:EVA:1 14. x a it (AL L) P•a "'• 'apppf 1 5,A '" - asa a a la•Caasnareasemalaw.woZwyeata...•••.•••• • • • • • 1 • • • • • • • IP • • • • • • • • , • • • • • • • • • _ • • • • . 1 a • •• • • _ • • Elevesition ••._ • • • • • • • • a • • • • p- qt-A1.5.1). \\/41-1.- ¶11-0. Gl...Ce.e. A/6. ar.C1•111167 ILL P-06t9-RAF T Remoileling N.E. 98th St. Miami Shores Florida Issue for per if\S -1 0 Approved Revisioni 1 f' • ;,-*, eaPat La" , ea.a- arapaa A2 -'1 • 1 \