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1266 NE 94 St (9)
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JIJJ irN co t ■ N N m N m 4 N 1 t1 t3 t1 V V 1.688" .250" .581" .650" 3.137 1.721" i 1.278" O N N tt t1 .187" tt ..06a" t2 ..109" t3 ..136" O HEADER -WALL MOUNTED SCALE: HALF SIZE NOTES: 08/04/98 10:23 2.613" .14 .122" (TYP) ® ADJ. SILL - BOTTOM SCALE: HALF SIZE 0 0. N .0 N ID m d t1 t3 ® TYP. SLAT SCALE: HALF SIZE 0 / 581" SCALE: HALF SIZE 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, V.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANETLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOWS: SEAVIEW INDUSTRIES, INC. MIAMI. FL DADE COUNTY PROD. APPRD. S. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM Fy : 33 KSI. POP RIVETS SHALL BE 3/16 "15 5052 ALUMINUM ALLOY. 6. ALL PANELS SHALL HAVE A LOCKING MECHANISM AT MIDSPAN. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 202, AND 203. 8. DESIGN IS BASED ON TEST REPORT NO. HETI 94 -358, 94 -376, 95 -423 AND 95 -424. 9. TOPS. BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 10. FLOORS TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE POWERS FASTENING CALK -IN ANCHORS. 3.419" 2.390 m .650" .893" .187" tt ..062` t2 ..109" t3 - .136" 2.381" 2.885" 0. ea 3 ALT. HEADER -WALL MOUNTED .096" .048"' O 62" 4.211" 4.008" .066" - t3 tt a T \.531" I.D. .731" O.D. 0 FEMALE LOCK -SLAT SCALE: HALF SIZE J r L1//2" 9$ 1/4" 11 LOCKING PIN SCALE: HALF SIZE 3.153" s!!Y 1 .650" O SILL -WALL MOUNTED O HEADER -CLG. MOUNTED SCALE: HALF SIZE r` CO N 0 N ti . .077" t2 t3 = .16S" TYP. AT EVERY OTHER INSIDE JOINT TOP & BOTTOM Q ROLLER ASSEMBLY SCALE, PULL SIZE .230" N 0' STAILESS STEEL ASSEMBLY NYLON WHEEL SCALE: HALF SIZE OS MALE LOCK SLAT SCALE: HALF SIZE 1.125" 1.938" 2.733" :o 1.483" d 4 M 1 /2 "o x 3/4" LONG NYLON BUSHING W/ *14 x 3" SMS. USE M410 HT STAINLESS STEEL W/ FLUOROCARBON COATING. TYP. AT EVERY INSIDE JOINT TOP 3. BOTTOM j .500" 2.736" .969" 4, .555 2.611" SCALE: HALF SIZE ADJ. SILL -TOP .241" (TYP) f i 3.000" Og FLAT END SLAT 10 ANGLE SCALE: HALF SIZE 13 BUSHING ASSEMBLY SCALE HALF SIZE 1114 x 2" SMS. USE *410 HT STAINLESS STEEL W/ FLUOROCARBON COATING. (USE 3" SCREW IF BUSHING IS USED ON OUTSIDE) 0 o N N .125" SCALE: HALF SIZE APPROVED AS COMPLYING WITH THE SD!ITYFLORIDA BUILDING CODE z? Ig Cup ` ,■OL DiV:S:ON 3LIILDiN ; CODE COMPLIANCE OFFICE ACCEPTANCE NO g.fr �DS�l'Ov z UI 1- Q 0 0 67 Z 0 w N W z V.J K oROFESS FL L FE m M 0 N <7, Fc 0 _ 0 O N J P U. W J 0 0 a N P M F 4 E LAS NOTe0 design by VJK N N a m m X Q LL. I- a 0. } a 0 drawn by MC fh.ch.d by VJK drawing no. 98 -130 *Nast 1 of S ) SECTION VARIES - NO LIMIT MEMBERS{ 11 i (I MEMBERS 11 V TYPICAL ELEVATION N.T.S. FASTENER t b 24" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). HALF SPAN TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM (SEE NOTE 6) BOTTOM TRACK EXISTING GLASS 1 "x1 /B" ALUM. ANGLE LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER MAY BE MOUNTED ON INSIDE \ WHERE ACCESS ALLOWS. TYPICAL PLAN VIEW SCALE: HALF SIZE 2 SHEAR FASTENERS EACH ANGLE I- 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 ALUM. POP 3- 3/16 "0 ALUM ® RIVET 024' O.C. POP RIVETS lJ (TYP) 24" O.C. CORNER CLOSURE DETAIL SCALE. 3" . T -0" 11 SEE PAGE 1 FOR LENGTHS REO'D 1 -1/2" MIN MEMBER ® OR ® 3.OS 11 SEE PAGE 1 FOR LENGTHS R£O'D *12 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET CID 18" O.C. 1" x 1" x .05S TO 1 x S" x .OSS" MAX. ALUM. ANGLE FASTENER 01 24" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). APPROVED AS COMPLYING WITH TIE SOUTH n 0 ^!D', 9 ?LD!NG CODE 04'E l7 l9 fi rl'O';UCT CO?;OL D!V'S!ON SL'iLDiNC CODE CO:MFLI ANCE OFF!CE ACCEPTANCE NO - O6 /I. V.J. K 'PROFESS NGNEER FL Li se No: ! PE • s .983 l stale AS NOTED j design by VJK drawn by Me [ checked by" t VJK drawing no. 98 -130 sheet 2 of 5 06/19/96 08/04/98 10:23 USE 3rd LAG SCREW FOR SPANS > 6'- 0" *14 SMS et) 6 O.C. BETWEEN JOIST 2 x 6" x .12S CONT. ALUM. PLATE gf WOOD MEMBE DOUBLE 2' x 4" STUDS 08/04/98 10:41 TWO 1/4 WOOD LAG SCREWS. W/ 1 -3/4" MIN. THREAD PENETRATION INTO WOOD ROOF TRUSS OR FRAMING MEMBER @ 24' O.C. (MAX DESIGN LOAD -!- 72 PSF) O SOFFIT CONNECTION DETAIL A GLASS OR DOOR SEE MN. SEPARATION PROM GLASS SCHED. SCALE = 3" = SEE MIN. SEPARATION FROM GLASS SC GLASS OR DOOR PROM GLASS SCHED. SCALE f 3 "e 1'- 0" WOOD ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH OR PLYWOOD SOFFIT 1/4 MAX. EXISTPG SIDING A 1,, 1 :l/ / / /h'/// #I / /hl // ///'A'N//I/S EMBED 1 5 /8 MAX. WOOD MOLDING •TYPE1• CONNECTION V4 "O S.S. LAG SCREW (SEE ANCHOR SCHEDULE) I 1/2" J SEE MIN. SEPARATION PLYWOOD Z 2" x 6" P.T. STUCCO FINISH W000 CONT. (MAX. DESIGN LOAD 72 PSF) ALT. WALL MOUNT SECTION 1/4" MAX. l 1 /2" 2 - 1/4 "0 x 4 -1/2" S.S. LAG SCREW gD 24 O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1 MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAME STRUCTURE SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR *10 x 3/4 SMS g1 6 O.C. Q b O ASSEMBL EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAME STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAME STRUCTURE GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAME STRUCTURE SCALE : 3 "= 1'- 0" EDGE D1ST. O CEILING/INSIDE MOUNT SECTION B SEE MIN. SEPARATION FROM GLASS SCHED. ALT. ANGLE LEG DIRECTION (TYP) 010 x 3/4 SMS gI 6- O.C. • TYPE 5• CONNECTION (SEE ANCHOR SCHEDULE) • TYPE 3 • CONNECTION (SEE ANCHOR SCHEDULE) TYP. TOP S BOTTOM • TYPE 4 • CONNECTION (SEE ANCHOR SCHEDULE) 1/4 MAX. Z < 0 0 N W ec N Z 4 N X W < N ' 1/4" MAX 1.93 MAX. 1/4 -20 MACHINE BOLT W/ WINGNUT 01 12 O.C. TYP. TOP S BOTTOM 1/4 MAX. 1/4" MAX. 1/4 " -20 MACHINE BOLT & NUT (,6 O BUILD -OUT MOUNT SECTION E SCALE : 3 "= 1•- 0' EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAME STRUCTURE SEE SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAME STRUCTURE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAME STRUCTURE SEE MIN. SEPARATION FROM GLASS SCHE GLASS OR DOOR 1/2" L1/2 • TYPE 1 • CONNECTION (SEE ANCHOR SCHEDULE) L •TYPE 2 • CONNECTION (SEE ANCHOR SCHEDULE) EXISTING STRUCTURE © WALL MOUNT SECTION C SCALE : 3 "= 1'- 0" 1/4" MAX. 1/4 MA . 1/4 MAX. — 1 x3 x.12S 2" x3 "x.125'AL. TUBE EMBE• ."TYPE 1 • CONNECTION �_. ( SEE ANCHOR SCHEDULE) 1 I t " I O WALL MOUNT SECTION F SCALE : 3" = 1' -0" APPROVED AS COMIPLYIND WITH TH_ SORT" LOR'DA 9U!LD!NG CODE i r• BY PRODUCT CCi :dL DtV S.l)'i DUILC!4c CODE ACCEPTANCE NO pi �.:, rF' V.J. K -. CH PROFESSIOHA NGIIEER UG at* scat■ AS NOTED [ design by l VJK (drawn by L MC, checked by VJK drawing no. 98 -130 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 3/4" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -6" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 0 0 3 48 12 12 12 11 10 12 12 12 7 6 12 12 12 4 4 62 12 12 12 8 8 12 12 12 5 S 12 12 12 3 3 a 11111111111111 11111111111111► 1/4 "0 WOOD LAG W/ 1 -3/4" MIN. THREAD EMBEDMENT SHEAR PARALLEL TO WOOD GRAIN PERPENDICULAR 72 12 12 12 7 7 12 12 12 4 4 12 12 12 3 3 92 12 12 12 5 5 12 12 12 3 3 7 11 11 � / j 200 8 12 12 �� /�� 3 7 ��// 6 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 5 8 8 3 4 4 4 6 6 V II 12 ANCHOR TYPE 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 S.S. MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 111I1�1QIII�I11111I1I111111111? - 1/4 "4 ITW TAPCON W/ 1 -1/4 " MIN. EMBEDMENT 1/4 ".1) POWERS CALK -IN W/ 7/8 " EMBEDMENT & 1/4 -20 S.S. MACHINE SCREW LOAD (W) PSF MAX. (SEE NOTE 1) 48 62 72 92 200 48 62 72 92 200 48 2" EDGE DISTANCE 3" EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 5' -6" 8' -8" 12' -6" 5• -6 . , (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION CONNECTION CONNECTION TYPE TYPE TYPE TYPE 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 12 12 12 12 • 12 12 12 12 12 12 12 12 10 3 7 10 10 10 rAMVACIIr 62 12 12 12 6 6 8 8 72 11 11 11 5 5 7 7 92 8 8 8 4 4 irS /// © 200 ��/ Y 48 12 12 12 9 8 12 12 12 9 62 12 12 12 7 S 10 10 10 '7 72 12 12 92 11 11 11 4 4 9 9 9 6 i 7 7 7 A 12 5 12 12 12 12 8 12 12 12 12 7 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 12 12 12 200 3 5 S 12 11 9 7 3 12 12 10 8 3 8 12 12 12 10 12 12 9 12 12 7 10 10 3 rrall 12 12 12 10 12 8 3 7 12 9 8 12 12 12 6 5 12 12 7 6 10 10 10 4 4 12 12 6 S 9 9 9 4 3 12 10 4 4 4 7 7 3 3 12 12 12 12 10 12 12 12 9 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 9 12 12 12 12 12 12 12 12 11 12 9 12 12 12 12 12 12 12 12 12 6 12 10 12 8 12 6 9 5 12 12 12 11 12 9 12 12 10 8 12 12 12 12 S 9 7 6 4 12 10 8 12 12 12 7 6 SPANS UP TO 8' -8" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 3 12 4 12 12 12 12 12 12 11 11 12 12 12 12 12 12 11 11 9 9 7 7 6 6 12 12 12 12 11 11 8 8 12 12 12 11 12 12 12 11 9 7 3 12 12 11 8 11 8 7 5 12 12 11 8 4 6 S 4 3 9 7 6 10 8 6 S 12 12 10 8 3 SPANS UP TO 12' -6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 11 10 S 12 12 12 9 3 12 12 11 11 10 10 7 7 12 12 12 12 12 12 7 6 5 4 11 9 7 6 3 7 S 4 3 10 8 7 12 9 S 3 6 4 4 3 8 6 S 8 6 S 11 9 4 4 3 8 8 6 6 5 5 11 11 9 9 7 12 3 12 8 7 7 6 6 4 3 3 6 4 4 3 j 4 3 5 4 3 3 08/06/98 16:11 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 jj DESIGNATES ANCHOR CONDITIONS WHICH ARE // NOT ACCEPTABLE USES. APPROVED AS COMPLYING VTR THE SOOTH "!D ¶ A BUILDING CODE 0'.r (U 27 19 E3 PRODUCT CON 'JL DIVV! / SION OJfLOING CODE COQ PLIANCE OrEICE ACCEPTANCE NO /e5' • z O o: N • °o z ° O a E W r � ( • a � to CO a „ a m < W < J O z a ■ m er Fe_ M 0 > n a ✓ Z c a u_ O m > „ a m F W Z w , = N 8 Yo t7 W o z E >- Y 4 a c, I ■, f acile AS NOTED, 'design by V.11( ) drawing no. sheet 4 of 5 drawn by MC checked by Vm 98 -130 HOLLOW CONCRETE BLOCK 1998 KNEZEVICH 8, ASSOCIATES, INC. CONCRETE MINIMUM SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (L) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 40.0 5' -0" 2 -3/4 1 -1/8 8' -0" 2 -3/4 1 -3/8 12' -6" 2 -7/8 2 -7/8 50.0 5' -0" 2 -3/4 1 -1/8 8' -0" 2 -3/4 1 -3/8 12' -0" 3 3 60.0 5' -0" 2 -3/4 1 -1/8 8' -0" 2 -3/4 1 -1/2 11' -7" 3 3 70.0 5' -0" 2 -3/4 1 -1/8 8' -0" 2 -3/4 1 -5/8 11-2" 3 3 80.0 5 -0" 2 -3/4 1 -1/8 8' -0" 2 -3/4 1 -5/8 10' -9" 3 3 90.0 5 -0" 2 -3/4 1 -1/8 8' -0" 2 -3/4 1 -3/4 10 -5" 3 3 100.0 5 -0" 2 -3/4 1 -1/8 8' -0" 2 -3/4 1 -3/4 10' -2" 3 3 [ I_ <U.JW r- MAX. ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) MAXIMUM ALLOWABLE SPAN (L) (FT - IN) 40.0 12' - 6" 50.0 12' - 0" 60.0 11 - 7" 70.0 11 - 2" 80.0 10' - 9" 90.0 10' - 5" 100.0 10' - 2" 110.0 9' - 11" 120.0 9' - 9" 130.0 9' - 6" 140.0 9' - 4" 150.0 9' - 2 160.0 9' - 1" 170.0 8' -11" 180.0 8' - 9" 190.0 8' -6" 200.0 8' - 4" 210.0 8' - 1" 220.0 7' - 11" 230.0 7' - 9" 240.0 7' - 7" 250.0 7' - 5 260.0 7' - 3" 270.0 7' - 2" 280.0 6' - 11" 290.0 6' - 9" 08/04/98 10:45 AP'r',DVED AS COMPLYING b','iTH THE SCJTH F •RDA BUILDING CODE .^ 77 19 C BY I. / FRODLICT CON.e D(r!SION 3J1_D ?:G CJDE CO' PLIANCE OFFICE 1 .CCEPT :',NCE NO S /1, 6 ( j V.J. KMS7.11.1CH I PRIYESS ' ENGINEER ( 1 FL n.e No )1 PE • 093 4 1998 06/19/90) T sai, u�'ra�,n by LAS NOTEDL MC i disign by llchecked br� L__ vm ft vm� drawing ne. 98 -130 sheet S of S , ti ✓JVN+ = GX lZ I n' ✓L"r ✓�✓ 0 1{ 1 - re-r- rA'j 131.,E ✓arc > r �j� /J� ,__i > �% �•� % �:� it iC �` r I r[z2g er4N ;. I ,I • m /ti v (: r{}tL - r i -114 PO: Ikn ibT RAN 0%S E . • garX T - 17 , 1 'i `? rIG.� L \V/ G> %` ` J r � i Ir j I Ii 1 D I /n ! . rF OP 1 r2, 5-:? 1:s7 _ Ox13i & : � 1 X4 4 � , ( p Y�( y a, _Y ( (_rn) to 4 3 JOB NO.: 93.9 -136 SATE: August 23, 1990 /40.7a,&.' This Survey is Certified to: Lu.s Del Canto; Maria Luisa Negrin; B- _-vei'ly French; Attorneys' Title Insurance Fund, Inc.; Harold M, Garber, P.A. I ' A )' m P) /40. 7/ 1 ( 41 ) b iA .1 lJ 1tLE'1'1 tJC1: Lot 19 and the Eat 15 foot of LQt 20 of M4IA tI EI1OatE BAY VIEW, rr.,-r,t,:�itti;� �:: 'cl•� Pl trf ¢11tr•r, 7,f r••,n•;lfrl in P 1 • , rip.nit 40 pit Page 16 of the Public Rocordc of Miami Dada County, Florida. prc p rty StrEot Air4 : 1266 N.E. 94th. St., Vi11ae of Miami Shores, Miami -Dade County, Florida. e4 ,3 1 4 I'.d' r• i v r i r '.'7A1 0 r " {. C:aG^'- ! is C' '- /3TRUC ; U i1AL FEU NO 4,32:° i) NV/ 80TL:"."-,. 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" C 41 5-14 C111 CU. g . .eso fo)' 1.1 rItut(:) tilf.V1414i st 114, car (.1?plo ot.). C 1:5( a 3 J t• (,) ) z •{1 111 %11 1'11 4) 1, s irir.l.c))1.11on /0) r. S ar CtlJj bU SJ e3i',',". Vlir,F, = bt= pb-z=1, %. g 4 ' % " c) 3401".1") f.) ti pf • • • •t 011% G 14: C') Ii ess ipt= 11.1 c.y. St fi liovo)ttl C(A CI) f., • 1'0 :1(C( 0i) (61 W.117 1 ;it: dir./.C.i•Ces co 11e p)t1;`.., rz.c CF. Cl ff.) tri (.1.1.V(; f ) (<0 ) ) 'or/ (4 C/P!:4V4": f VT..) 3. nvitptor. • /it: fi orive ()it ) tt. ) 1)o (,t141.trz=6 /4. 1.1;lari 1 f, r,:,, t,1 11-, (.1 t r . ', 1-7 Cali re.ii VI) ) Cfz3 ) pf.11,0CTI g 1 tor, e .Gl,ns told pli6b t I 4 fr.zot tio:sr cz,r; 1;1, cr 1,3) . viv5. r.ttf.1 1,c. vius T 3? Ow CO • 111 thCr: h 3 1 514I:5- CI Cr ) VOY 111.1:01 t.tt j (••• )(: :1VS Clan I. )VOry /,)). r.tv Ito 3,V(:1'y Alp) C:1.: •.,/t1,: S %c It 14 1.1.1;C:1$1 )1ir.Lit; )11IF.1 J C/A ti rtio - by 3.3 e; 1)14;( ) 31.0 1.1( ttte 0 ) 1 (if ,111 i s„,;; ; F:r. C.V$ L•r•n LS :, &t 1. )W740 NI fir cItt.,‘,0 $ 14Drbyg. );(11...f: jr):),,\Cyjkl: C•5:ii")1 f•) ti:,1 t.c. 140 1 CI c. tint L terir 10, ()(:c f.3 0 ,(101 t. tki. 11,f,1=) j•.) cr„r 01 ) 1,c. )cot es.f 'A,..3c.;),br 3 o 37, to) f 1.1 col 4 ,0 ci,:i+ 3 1•41) I t:nr.iv, F=1., - 31, tit) • t jt ifil; er 1.1 • j )$(f Con% r‘.r clot 11 45. ft i S) rive, 1,1 P.tsntl •f jj t r•C r Ei !; 1 ) (A. 3(' :, of' 1,)) cto, tit - .f..1.% - 413! - .1t -, 6 P.:LA t :Crhi • 1,e'l jr1 (1) / • ');) Lo It; *.! h :; tt. •-• , ' , SPECI 3 1. ' ENEr =.A1_ cc_U i r tct��3 The AiA General Conditions Form A-201 Latest: Edition shaft govern all work ! this contract 2. � rFtuc r IcN'�.ro ri- 13 fi a) b) c) d) o) Any addenda :shalt bo ccknowl.d;cd to tho propo3a1, Contrat tor' .s �II F3tate ti13 tlnio is iulrcd for' t:Ot11pl3ttCn. Uv,rte.• rC this rt ht to r :any /o• all bats. if contractor is rotifed of acceptance of 111s propo i.31 within 15 day's, ho agree* to execute a contract for' the work in an AMA '.'standard form. Si :Op dl'aviilt 311a11 bo re:quircd for all ite.ctzs and approved b(.1fore 1.-abelCatt,n. 3. A1,1, cV'JANCt~ All kerns coordinated and irlstaited by general contractor, a) E {arciware b) Kitchen and t3athrcorn C:3binet's c) Licht Fixture's d) Kitchen Equipment e) Land3C.ipfnvj PAVING 5. TFFFMIT CCNrf lcL t/E. rf \L l rE.ms . , a. CcNcrlE rE 1 0. rtCG - ING 12. L�>,1 t' ANC) Si Ur,CO Stucco Mix: 14. Ft„.CCr2I.N°G `3 000.00 35, 000.00 31,000.00 32 000.00 31, 000.00 Concrete 2 F3 to «:k 2 Lath: 3 /fir rib lath, 3. =1 Ibs. r :ott tat T' /Pe of r ;oatj Portland Content rho alto..rat :cos3 it Shall be included in the contract. Colttl'act bids shall C011:31 %3t of f ±sr"r1t'3hir1g :3 ;Ind installing ail nco.actriaey inaterlal, : +.3utpment, machines, tools, app:3r:ittia, meee.:413 of tr'- _rssportatton and all Iabor required to install the it.„ts It3tt;X.i as aitu•,v:. t;Cf :A. 1 asphalt surface w /t51r minimum of Grade 2 Ittner'ock (whore royutrod). Lay in with ;tot asphalt Chattahooche River 3ra'/el 'i1zt.d between 3/0 to 1/2 Treat all sulk undery,flOor s with Aldr'In 0..5 o1' equal. Apply 1 gallon per 10 att. ft., 2 :i:sllen7.3 per 5 Ifn. ft. both 7 3 1.1-$ of foundation walla All miscallzrlt.cu:s '.rchor =s, i olti, plate.', tubes :Shall be Supplied and galvanized, All wetd5 yrourid 'smoot 7. C;: kgINU AND FDA,. All fill Sander. slaf3 ; fcotirl!;:3, 3;1:311 1so compacted, Etna sent; fill lot in 55" layer's to 95L density AS r 'oi 1 7t -53. Po'e- serve) all ':<, I'Ong trees -311ti shrubs unless otherwise specified. Alt concrete vr111 have a desi•,;n :steenyth of :3,000 1331 in 23 days. tteinfor'ein ;?lteal hall be deformed bars of new billet stock cotnforming to ASrMA.432 and A;i(MAu303, W .Idcti lice)! wire fabric 9aiv< nized ASTM -A-. 103. Contracotr shall retain itn test 3ppr Ia1..4r t,�t1y for cylinder- chcck. 9. (. Ar* E a) Oo e31! yeah Grid ftnlssitcd Carpc:nti'y necessary for' a complete bulidlrit/. b) Millwork "Ctl y;de, t;ircil f-(1r,,_white pints. Of all millwork in woodlitts, lives Minutes. c) All rough hardware ,and: "nalls'c'LiiVanize.d. (j) Cios3et ;l:ajlgers . extruded altlrninu tr'3ck,witil movable it %ricjet`3. e) E: <;:0-3cdJ Wood cypress. f ) Scr :cning -- all insect screen to be black flit ;r0ta'ss• 0) Pec53ure treatu1 nt:3 -- provide pressure,-tr eatt;,t) wood for all :311i3 t_rid stud 3; bloc,irlg, ot.., in contact with tit{'s'3onar'y %3h;311 be pre35 tre. ,rod. Thils•tr eatme nt in contact Mill i n. 3t1 :i1! be with irWottnan 53alt3.lr h) E�xter'tor plywood she.ithiny 3/4 Plywood Ext. t)t'PA OG Grade. 1) Flu3i1 panel doors, interior and exterior, t�1irj! core 1- .3 /4tl cypre 's 's. j) Louver door's t lenuar't -13at lay- Che.ely Lumber F1 Stlppiy Co. o1' :aqua! (3t it, yr'13t:t3). Heavy O +jty track and it lydviare. (i't:tr csey clareivmee Co.) 1 <) All lumber shall be pre;spu,'e treated. 20 year t-3ondcd Tar- fj Gravel roof w/ approved under•laytnent. PinI sh all opcntntjs th1'o0..11,h •Qof. In.3Gtato roof with 1- - /2i Board insulation. 11. CAUI_I <ING Vfr: -Lex Sealant (cat .irijr3do) :_'s rne._ntrfac:tured by Vir. -Le:< Corp. Caulk all wood ►t1.3',3onary rtleetings subject to water penetration. rt all cspe:nirlg.s in wait.'• Caulk all wood' rt meting subject to water exp. .3ur'e:. Color of caulking :z:3,3peeified by'Archit.ct. :5a rd Scratch 1 sack ? --1/2 c, f. t=3r'own 1 sack 9 c;. f. f [nits ;li Sprayed Stippled 'rexturts (vthtti). Clay the floor a's manufactured by P •alnl Beach Clay Tile Co. ( 7 . co fi.f. ft'- tile) Grout joint's to have color ;is 'selecto - 'r; A <_ i r c•. 2 bao s 2 bags 13. f,3A_rt i;fll_ ; 8 :< 3 /o" f erarnfq tiro color and color- joint:, a's selected by Architect. Allow 1 $2.50 for tile. Tile acC' iiorle-s, ArtterlC %n Ole.trl, towel bar, robe ;lo :soap and drab, paper holder', tooth brush holder, a;3 %seice;tcti by Architect. 1)/04 and 1 /4it glazing parallel- •o- gray, and fir'3t quality i /4lr 1;olisiled phto rjl:iss mirror'-'s. !Arita;' all glass with "wave" horizontal. Seat all fixed 'Aiwa In glilztntj coirpound..Clean r_nd f.oilun yl:s:ix on c of work. 1/_111 tempered plat() ;ray at all allding door't3. 14. zitpit et r c , 0 1 - 4 � rq \Nit, i '.v s1i ili�y ¶JI.ists doors and windows a:3 Inilet *Jfi3e.trlr<ti by Daryl ind!.:striea. Sliding gla•3 doors gray 0ta3s and dark anodized finish. Color ius aelc by Architect. Windows to h4vo dark OICe tl•c-•st.itle: cnarnul finiail. All ''screens to it :.rve black fib'srglassa. Ali oporatinvj opcnlrlc3 to be :screened. 17. PAI 11. a) Paint =;1I c:<ter'lor 5111c :CO with Benjamin Moore Co., 1 coat pr Imor :arid 2 coat's fl.'3t quality ;:once paint, Interior wally ,rith 2 coats of Licojatntn h.c:orci ncjat .rail 'satin. b) ':Satin all c; <t.oued wood, both interior and e tt;tr'1or•, Vi/ty•o coats of Cabotfu f3attn (color as selected by Ate:hltcct). c) Paint hinges .1s eCc,UIrcci. Putty all nail holes o.nd trite, light sand all finished, e : <t:o;scd edges, millwork, end trim. All brtciit rnwt:.l! p:.ilrlttd Color• ;i's :suisctcd by A,r'•Jlltc•.t. rill's includes, gahr. nixed hinl3t :s. tJ ) Flt _t.!1.'f3IN(3 Install and connect all fixtures3, appliances alid equiiprncnt .3rs 3•.:hcc'.talcd or 3tsrplted by °valor. :.51Eve all water supply and ti'ra.3te lines through Cot:cerete tslas'3 with 1. ulet;vC:3. For tha purpose of bitiing figure top of the lino American St :in..lard fixture -.5 and hardware. (color) 19. F) a) (natal( and connect all fixtures, AC units, ai:pllknces, equipment, s3y,stern:s, devices, indicated or ass provided by Ovrner. AC ry heatt :strips 3 torts, approved by Architect. b) Provide; "Sierra" line. All plate's lip" !smooth white, Toc3tjlo 5015, a -way 5010, duplex +=rid singgle 1002 #1002, waterproof 14522, WPD, dimmer itteat 50007, 50+)00, ry ot FM TP 2213 PC, 20, rMt,yr t; li` +�� ?. p.?vriqFltNp Any rsub .cont.•ac:tor c utting into %'t°or'k already complletcd, cutting chases and trenches ro•;ulrcd for the introduction of hlz. work and c•;ulprulent In Ulu bulldlny Ili.'11 do or pay for all back filling, ►'cp;tring watt:', !icor, etc., daolag ;cd by such conrpeny. All work under thl3 headtrly :Thal! conform in every respect to the flr:t:3h11 ivid,quality of •rtorkttliarlaitip that meet's the approval of the Architect. 21. (3UAL4iNN7 riles general contractor and Sub- -• ontrac:toat shall t llal•cnteo their w'ort(v10(1ship :1ncJ ttl.3ter'lais from deft..A 3 for r i period of Cne Veal from Clay of acceptance a n d shall rcp:3lr• or replace .rly =such defects which become civident during this period at i9 coat to the owner. AC '.rith heattrttj :St r'fps a's manufactured by 1111tr'k trli'. on equal, as approved by the Architect. 3 sy = 'stein tor the new aci•Jitter *S 1 tcr11 '.system for kitehcn :end f'artilly morn. 1 . !%• G, irtrt 1 r i 1 n.3 t..‹ r r\ Or) ir1; ti • >r �'� t'� 3 � !�� t� j �. -� t"11 A,r'`.11 :a;•tr..f'1 1) :ji // 'P2 f : -1:9 f+r ; , r v c _ -1N. 1 1 - - - --- -- - : - ,:":7 - _ - _-7:1 - - ...... __ ,.,._. ,.. k. E . *- 4' , LA ' S .. . -P R. L I tfl 4 .1 (4) D‘/ I 'S 1 It" tt LANi E)1 -I :r IL , f < r ?id • )t -- el F31 clpr• () rn-f..1^•,c 1. 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