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700 NE 93 St (5)k a V.J. KNEZEVICH, P.E. JOHN W. KNEZEVICH. P.E. KNEZEVICH AND ASSOCIATES, INC. ENGINEERS • PLANNERS • PRODUCT TESTING 641 MOKENA DRIVE, MIAMI SPRINGS, FLORIDA 33166 Job e /4) /2 SHEET No. JOB No. DATE TELEPHONE: (305) 883 -9571 FACSIMILE: (305) 883 -9572 WALL HEADERS WALL HEADERS (INVERTED USE) SCALE J /8' = t Li @ SILL ADAPTER SCALE 4/8'. t' 1/4' 0 - 20 S S 77 0.18SCRE S / WW1 SEE NOTE OH LOCKING PIN SCALE J /8' = 1" 8' kin. FUR UP TO 9' -f S7AJTTFR B1�4UE LENGTHS, 0 12 Lin. FUR SHUTTER BLADE LENGTHS GREATER 17-W4 LJP ro 12 .922' © MALE LOCK SLAT SCALE J /8' = 1' ® BOTTOM BUILT -OUT FO FEMALE END SLAT ©1 STARTER STRIP SCALE:• J /8' Y 1' 1/4' 0 - 20 5 S: THUMBSCREWS VARIES. SEE NOTE BCO SCALE J /8' = 7* ® FEMALE LOCK SLAT SCALE 3/8' = 1' 1.000' WALL HEADER WALL HEADER ormi ED USE) SCALE: 3/8' ..477' SCALE .4/8"-= 1' ALTERNATE LOCKING PIN 0 339' COMPONENTS PLAN 0 MALE LOCK SLAT 01 FEMALE LOCK SLAT 125 N�� 1 ~ _ -.281' SCALE J /8' = 1' ON LOCKER SCALE J /8' = 1 • ® CEILING HEADER SCALE J /8' = 1 1124' � 1.e12 "-- 1.250' SC4L& 3 /B' = 7' FRGYVr ELENA T?ON - 0.477' 1.559' .062' 1.000' SCALE 3/8' - 1' © SILL SCALE 3/8' = 1 1709' 052' 1.477' A ' • 1.26e• A 168 © RESIDENTIAL BLADE sCALE.• J /8' = 1 FEMALE RESIDENTIAL BLADE SCALE. J /8' = /' 1000' Max. © ALUMINUM ANGLE scam J /8' = 1• I. n Uri ' R 7- 1.5OQ -- OK LOCK CLIP 4' LUNG SCALE J /8' = 1' /1T[ E lNC. \ 17LJIT TESTING t E74GINEERINQ COMPANY Ma/ ft IL Jett St. Sta. 217: NACNM C4.1004 HLad01 3.71U "dos a (1022,1211t -1110 . ri t (.x4)W -1371 WALTER A. fL11T Jr, P. E FLORIDA Lk. / 44167 GENERAL NOTtS 1. ACYLYtONON SHUTTER MS BEEN OESIGNED kV ACCORDANCE W1774 THE OAOE COUNT' 1994 EDITION OF 711E SOUTH FLORCA BJILIN C CODE DESIGN WINO LOAOS SHALL BE DETERMINED AS PO? SECflON 6 Of ASCE 7 -84 W1171 110 m.p.h. MSC mho seem ACCORDION SHIJT7ERS ADEQUACY FUR IMPACT NC FA1Cl/E RESATAWL" MS BEEN VETOED N ACOOROMICE WITH SECTIONS 2J1S b 2314 RESA - MELT Of 1 A80VE 11(21170V£D CODE AS PER AIL REPORT / 09020f -98. 2 STAINLESS STEEL SHEET META SCREWS USED .4T LOWER PIN SHALL BE / f0 x J' 410 -HT MNNJMVM STR/ES W/ IJSO ks! MID POINT a r80 kal TENSILE S7REJEG77L SCREWS SFiV.L BE COATED 14174 x tm 5000 SIRES FI(A?7gParir t COATINGS AS MANUFACTURED BY WH1FOR0 Co, BOX 507. NEST CHESTER PA. 19381. S ALL ALUMINUM EXTRUSIONS SHALL BE 606J -T1 ALLEY. 4. ALL SCREWS TO BE STAINLESS 57E11. 304 Oft 318 SERIES W/ 50 kaf YIELD POINT ANNO 90 kW T711IS'N.E STRENGTH S ALL ALUMINUM POP RhETS 70 BE 5052 ALUMINUM ALLOY MTH ALUMINUM MANDREL ti BOLTS 70 BE 2024 -r4 ALUMINUM ALLOY GALLANZED OR STAINLESS STEEL MTH JS kal MINIMUM MNIR.IV rrE1.O POINT. 7. AMCKMS TO MILL SHALL BE AS FOLLOWS. (UNLESS OTHERWISE NOTED) p) TO ENS VG POURED OON RE7E - 1/4 I TAPCON ANCHORS AS MANUFACTURED BY LAW. RAArsu OR aoo NOUS7RIES WQ - I /4' I RAN! LAMING N HUN AFlICLORS. AS UNVUFACZVRED BY THE RAWL PLUG COMPANY, INC. - r /4' I x 7/r RAM. 4L% -I4 AS MANUFACTURED SY THE RAWL PLUG COMPANY. NOTE A7) MINIMUM EMBEDMENT Of C4PC {N ANCHORS INTO POURED CONCRUE IS 1 3/4: kNNAHUJU ELBEDMENr Of RAW. 24M4C NANA r J/6 A2) 1/4' I x 7/e' RAWL CALL -N ANCHORS S 41L BE ENTIRELY' alf3 DEED INTO T-iE POURED CONCRETE, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHHALL BE 1 1/2 LONG MINIMUM SHOULD STUCCO DUST: A3) N CASE THAT PRECAST STONE PRECAST CONCRETE PANEL$ OR PAVERS 6E rOL.WO ON T71E EJ05T7NG NNLL OR FLOOD MOORS STAALL LIE LONG ENOUGH TO REACH 17fE MN 8 A.2 ABOVE SUCH PANELS MCHORACE SMALL BE AS WONATM Ohl NOTES A1 (8) TO EX67114 CONCRETE' CLOCK WALL• - 1/4 / TAPCON MICHORS AS MANUFACTURE 0 BY LT.W. RWStT OR acO /NOUSIRIES INC - I /4' / RANI. L4MAC NUN AhChORIS AS MAMIFAC7UREI3 THE RAWL PLUM. COMPANY, INC - 1/4 0 x 7 /e' MIK. CALK-ti AS MMOUFAC7U?ED BY THE RAM. PLUG COMPANY, INC. NO1E5; 8,1) NWIIUU aratomerr Of TAPCON ANOKYts MO RAW. L4M4C N4uN ANp-#ORS INTO THE CONCRETE BLACK LMIT SHALL BE 1 1/4' a2) E /4' Jr x 7/a• RAW. GALL -W ANCHORS STALL BE ENTIRELY EMBEDDED WTD arc CO CRE7r BLOCK LOON O EMBEDMENT INTO STUCCO STALL BE PERU/rTED. 1/4' 1 -20 SCREW USED SHALL BE f //2 Low MiNMUM Sr17ULD STUCCO EXIST. 8,J) !N C4SE 71Ar PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WW1. ANCHORS SMALL BE LONG ENOUGH TO REACH t7E MAW STRUCTURE WIND SUCH PANELS ANCHORAGE STALL BE 1 1/4• urrart M FL^R ANCHORS ArarnONED W 6:1.), & 7/8' FOR ANCHORS kNEMKWED N (C) ANOIORS or nit ANC ELALL R7L.LONONO ALL Of THIS REZGILM4417)hS MO SPE COCOONS' a BEADE ANO THE portraits MR CQV7IRM4TFS IC Q. # ®. & nit SrARr sUD& ARE UNDER THE PATENT Of EASTERN METALS 9. /T SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE MERE E SHUTTER LS TO BE ATTAOED TO rater PROPER ANCHORAGE 10. EACH LEIWT MUST 8 W A PERMANENT LABEL W A 1?57BLE PEACE WITH A WARNING NOTE WSTRUCTYNG THE TEa4WT OR HOVE OWINER THAT ALL LOOOhG PINS AS WE1L AS 00774 LOCKERS MUST BE PROPERLY INSTALLED It BOLTED DURING PERIODS Of HURRICANE NE NLARMNG. 11. SHUTTER'S MANUFACTURER STAkaa SHALL BE PLACED ON THE D:POSED SURFACE OF THE FEMALE LOCK Sur (ccMPONav1J0OR ONE LABEL SHALL 8E RACED FOR EVERY OPEMNC, LABEL SHALL READ AS FULLOW5 SHUTTERS PUS, INC. MAK FL CADS COUNTY PRODUCT CONTROL APPROVED. 1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT % L • 19 BY o PRODUCT CONTROL DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO \ - 0 3 ' 01 axr UL>RAGUARO ACCORDION SHUTTER AS54 / TBSDENRAL BERIM ACCORDION SAJT7EA SHUTTERS PLU INC. (ASS4 / 123) 8535 NW 58 STREET MIAM. FLORIDA 33166 *KM. a an k 0. DADE COUNTY AS SHOWN SCALE 2/25/99 DATE 99 - 66 DRAWING No SHEET 1 OF 10 r RAwt CALK-IN ANCHORS (SEE SCHEDULE ON SHEET 8d' Nom 7 ON SHEET 1) • RAML CALK —IN ANC HORS (SEE SCHEDULE ON CW SHEET Jr NOTE O1 7 REMOVABLE' FLOOR MOUNTING INSTALLATION — SECTION B1 SCALE : 3/8" 1 ALTERNATIVELY To 1' x 2' Nu ANGLE W/ ANCHOA, DRILL HOLE AT© To INSTALL RAWL CALK -1N AT(D COYER HOLE WITH NYLON CAPS EDGE OF SLAB F APPLICABLE 4 /1 itfNC. \ nuIr TESTING ! EN084fERf7V? COMPANY as ILK Mk a.. s7a 717. 1lnN 4 C&W4 ru er0 ]JIM Pismo t (Ja0471-17.70 . n.• r (.700121-15.71 NAM? A. TOUT Jr.. P. E FLORICA LTC / 44187 ASST / Recant am* AGOCRDON 9A/IMR .n. w aorarrw SHUTTERS PLU 114. (ASS4 / 123) 8535 NW 53 STREET ABAMN, FLORri4 351641 art wnt .. aorxenar 7 1 4 AS SHOW SCALE 2/25/99 GATE 99 — 66 DRAWING N. SHEET 2 OF 10 /10xJ'S S 7/15' 0 x 7/8 NYLON BUSHING /f4 x J /4' S S S Al. S 0 9' 0. G POURED CONCRETE REWIRED, § OR POURED CONCRE7E CONCRETE BLOCK WALL REWIRED POURED CONCRETE --/ REWIRED 14 1 -.--SEE SCHEDULE FOIR I Min. SEPARATION • To GLASS IST/NG WINDOW OR S G: 0. �� CONCRETE' ANC7lORS (SEE SCHEDULE ON SHEET 8 d: NOTE 7 ON SHEET 1) u IT n CONCRETE ANCHORS (SEE SCHEDULE ON SH/E27 B & NOTE 7 ON S7#ET 1) WALL MOUNTING INSTALLATION — SECTION A sous : J /8' = 1- SEE NOTE II © II II II II • ,J I VI /// 4 1 �.soG /70xJ'S. S S. M. S W/ 7/16'0x3/8' LONG NYLON BUSHING (/)p. TOP INTERIOR) u /10x3'5. S 7/1 6' 0 x / 7/3' ING BOTTOM ) (EXTE??/GW) & BOTTOM (INTERIOR 4 s el 1 POCIRED CONCRETE REWIRED 7 C POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED ISMS W/ 7 1 f6' I x NYLON BUSHING (rip BOTTOM) / f0 x J /4' S S TYP EA. S 2' Q C. 1' x 2' x .125' Cont ALUMINUM ANGLE (606J—r6 ALLOY) +- SEE SCHEDULE FOR A4,. SEPARATION'S' T01 1 GLASS OF EXISTING I MOW OR sG.a — SECTION Al CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) II u CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8& NOTE 7 ON SHEET 1) u WALL MOUNTING INSTALLATION 4 /10x S 7/16' • x 7/8 POURED CO Cl?ETE NYLON BUSHING REWIRED Trp. TOP & BOTTOM (EXTERIOR) Bo7Tou (INTERIOR) SCALE : J /8' = 1 /70xi'S S. S AL S W/ 7/16' /x /8' LONG NYLON BUSHING (TYP. TOP /NTERIGW) e a - EDGE DISTANCE (( E SCHEDULE ON wit or to) NOTE FOR COMBINATION OF SECTIONS : wAL/,/HLO4a/CE7uNG mamma SEC KINS CAN BE COMBINED IN ANY WAY TO SLIT MY YISTAL(ATIOM POURED CONCRETE REWARfO J I }-1.540' --•. CONCRETE ANCHORS J u (SEE SCHEDULE ON - E D. SHEET 8 & NOTE 7 / ON SHEET I) 1 + --SEE SCHEDULE Min. SEPARATTON's' TO 1 cuss OF ExISnNG I WINDOW OR S Q 0. /10 x J /4' S 1 S. M.1OR /6' Alum. POP RIVETS O 12'0. a � ALTERNATE LOC4nON FOR TOP LIP FASTENER CONCRETE ANCHORS (SEE EDULE ON SHEET 8 \ ri rNOTE7ONSN E 0 u /10 x J' S S S M. S W/ 7/16' 1 x 5/8' LONC NYLON BUSHING (rya TOP INTERIOR) J. /10x.3"13. S. AL 7/16' 0 x 7/8' \ MION BUSHING TOP d' BOTTOM (7?/?) '.t BOTTOM (INTERIOR) /10xJ /4'S. S.S. At S OR J /76' 0 Num. POP RIVETS O 12'0. G: EDGE OF SLAB IF APPLICABLE CEILING & FLOOR MOUNT. INSTALLAT. — SECTION B SCALE : /a = 1 • APPROVED AS COMPLYING W11H TEE SOU1H FLORtOA BUILDING CODE DAT ' `. a' 9 BY PRODUCT CO'TROL OIVIS:ON BUILDING COLE COMPLIANC�OFFICE ACCEPTANCE NO. 11' 032 0 ( DADE COUNTY 1 S POURED CONCRETE REOUARED POURED CONCRETE OR CONCRETE BLOC( WALL REQUIRED SEE SCHEDULE FOR AIIn. SEPARATION "S' 70 GLASS OF EXISTING WINDOW ORS G. D. /10x34'3 S S AL S. OR J/16' 1 Num. POP RIVETS 0 12' 0. 0. ,4L TERAG4 TE LOCA170N FOR TOP LIP FASTEN C -- u CONCRETE ANCHOR (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 k MOTE 7 ON SHEET 1) E0 1' We. 1/4' 1 -20 SS x J /4' Pm HEAD PHILLIPS BOLTS W/ NUT 0 12'0. C. u n O /10 x 3' S 1 1 At 1 W/ 7/16' x 5/8' LONG NYLON BUSHING (T». WP, INTERIOR) /10 x 3' S S S AL S W/ 7/16' 0 x 7/8' Nt1CW & 0)p. TOP BOTTOg EXTmoci) /10x3/�4'1 S S M. S OR 3/16 0 Num. POP RIVETS 0 12' a G 1/4' 1-20 11 x 3/4' PAN HEAD PHILLIPS BOLTS W/ NUT 0 12'0. C. WALL MOUNTING INSTALLATION (BUILD-OUT) - SECTION C SCALE : 3/8' = 1' 4 ® © TYPICAL ELEVATION N. T. S. E 0. = EDGE DISTNJC£ (SEE SCHEDULE ON STiEET 8 OF 10) AIX AI 1 NOTE FOR COMBINATION OF SECfl : VIALL/fL00R /CE1IN0 MOUNT77i; SECTIONS G4N SE COMBINED IN ANY NAY TO SUIT ANY INSTALLATION. /1 t F iNC. \ TILT TE3T1N0 t ENGINEERDVO COMPANY MS MK MO, St. Sta 21 ). ARCM C4W4 fL0,104 7JIM r (.,oeAen -a)0 . for r poutr -un WALTER A. TTLLIT Jr.. P E ROR/04 Lk. / 44167 Our l APPROVED AS COMPLYING W17H THE SOUTH FLORIDA BUILDING CODE DA !_' __ ' • 19 BY PRODUCT CON '01 DIVIS:ON BUILDING CODE COMPLIANC OFFICE ACCEPTANCE NO. CO� ULITMUIRD ACCORDION SHUTTER / RESCENTA eExr7M ACCOCal S SHUTTERS PL 114 INC. (Asst / 12J) 8516 NW 56 Sinks MM% ft0R104 33161 OAK DARE COUNTY AS SHOWN SCALE 2/25/99 LUTE 99 -66 N SHUT J OF 10 ■.M O O � -111111._. 0 O 4 O REM ail �. O di _ - x., • ULIRCUARD ACCORDION SHUTTER ASST / MSDEN/NL &Exam Atxn971]v 9,t1IIER SNUTIERS PLUS INC. (ASS4 / 123) 6535 NW 56 SIIttLt NNLAL FLGRK14 33166 OAK s AS Sh'OrN SCALE 2/25/99 O.4rE 99 -66 DRAWING No CONCRETE ANCHORS O 9' 0. C (sir NOTE 7 ON SHEET 1 \\ 2'x2 OR J' x J' x .090' ALUMINUM TUBE (6063 -T5 ALLOY) J /16' 0 Alum. POP RWE7S OR 14 1 S SJ AL £ 0 6' a a OR � - 1 (BEYCWO) POURED CONCRETE OR CONCRETE BLOCK WALL. REQUIRED CASE 1 2'x 2'x .125' OR J'x 3'x.090' ALUMINUM TUBE (6063 -T5 ALLOY) © REAR * O 0 © OR® (8E YONO) 1 /3' l HOLE FOR LOCKING PIN 1'x 1'x.125' Cont. Mail. ANGLE (6063 -T6 ALLOYS O OR � (BEYOND) (BEYOND) HOOR (BEYOND) (BEYOND) REAR * 3/16' 0 Num. POP RNE7S OR / 14 x J/4' s S. S. 6' a C (Typ.) CASE 2 4 1 x l ' x .125' Cont. Num. ANGLE (606J -T6 ALLOYS SECTIONS E SCALE: 3/8 = 1" 1 4' 0 -20 x 1 ' LONG S. Al . S 0 M /OHEIGIIT OF 0 Rag FRONT OR 0)14 JrOORO © OR ® (BE vNO) SECTION D SCALE: 3/8" = 1 " 2 ' x2'x.125'OR 3' x J x .090' ALUMINUM TUBE (606J -15 ALLOY) 2 ANCHORS EACH ANGLE CASE (4) 3/16' 0 Ntint POP RhETS OR / 14 x J/4.1 t S M S 3/76 ' 0 Alum. POP 3/4' SOS / 14 , S O 6 0. C. (Typ.) © O R (8EYUN0) EDGE OF SLOB ISOMETRIC �ryp, Ar roP (CORNER POST) & BOTTOM stAss) 2'x 2 • X.125' OR 3' x J' x .090' O Ahern. TUBE POST IT ?' x 2' x .125' x• TUBES' SIZE (TVA) Alum. ANGLE (2 REQUIRED) (6063 -T8 ALLOY) t 440r- 4 3/8 0 HOLE FOR LOCKING PIN. SECTIONS D, D' & E FP /0 ® ## SCALE 3/8" = 1 1/4' 0 -20 x 1' LONG SSALS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS O 9 0..0 (SEE NOTE 7 ON SHEET 1) CONCRETE ANCHORS 0 9' 0. a (SEE NOTE 7 ON SHEET I) SECTION D' : ONE SIDED END CONNECTION DETAIL SCALE: 3/8" = 1 " /1 iniE.. \ nun- TESIW10 & ENGINEER:NO COMPANY SUS KM f 45:50571-4350 ns f ! u -13.51 u/ea WALTER A. TRLJT Jr... P. E nORE.4 Lk. / 44167 t »7TEs GM1 LOG7q.` API°LIG SLE TD LOG! DETAILS SHOWN ON TINS SHEET. a I 7E3 T 1 s s SIDEWALK L LIP 1/2' QSJ{4LL ALWAYS BE LOCKED BY USNA? LOCK ffRRC�WV THE /NS/0E OF SHVT7E4 W 1/4 o -20 x BOL .5710»4 ON SECTIONS • eta 1E LOCK CLIP. AS KU AS 0- 09 Q�(T1REIY. SNAIL FTr E M MY • OX (dJ LXX VJ SIOEIIWX BOLT IS 170117V ED. ALTERNATIVELY' IQ USTNO 0 LOCK CLIP, CETYTERMATES SHALL ALWAYS X LOOKED 8Y TALLING A 1/4' 0-20 It 1 S siCIEN(ALX r_Dp4(RRf-Ec7LY n (J 60171 PLIRPOS£(LJJr CENT RMATES SHALL BE PRE - DRILLED AT INE BOLT LOCATION ASS MNff�iLL AS TAPPED TNRU IN ORDER TO ACCFPT fl 1/4 0 SIGLSINLX BOLT. 17-0 90.T MAY OE INSTALLED FROM OTHER THE FROM OR REAR OF SMRT1 . r . POURED CONCRETE OR ▪ I.000� CONCRETE BLOCK WALL i i REQUIRED 0 SHUTTER • f-1 1/2 x 1 1/2' OR 2'x2'OR 2'x J 01? x 4' V. OR x 5' x .125' Alum. ANGLE 1 14 x 3/4' s S SM.S. 01? J/16' 0 Num. RNETS O 9' 0. C APPROVED AS COMPLYING WITH THE SOUTH FLOM I • BUILDI • CODE 19 DAT BY • _ /.- PRODUCT CONT • l DIVISION BUILDING CODE COMPLIANCc OFFICE ACCEPTANCE Noll- 1)3 2,10 .0 DADE COUNTY SHEET 4 Or 10 • CONCRETE ANCHORS O 9' 0. (SEE NOTE 7 ON .SHEET 1 POURED CONCRETE CONCRETE BLOCK PALL REQUIRED 2' x 2' x .125' OR J' 3'x .090• ALUU/NL/ f TUblr (6053 -T5 ALLOY) 3/16' I Alum. POP RIVET S // OR S S: S: 3/4" AL O ) aa NYLON SCREW HEAD CASE 1 2' x 2' x .125' OR J x J' x .090' ALUMINUM TUBE (6063 -TS ALLOY) © OR ® OD (BEIVNO) FRONT r- J /8' I HOLE FOR LOCKING PIN 1'x ! Cont. Akin. ANGLE (606J-re ALLOY) '} RIVUTt SECTIONS E OR® (BEYOND) H®OR ('D) (BEYOND) OR (BL ) (BEYOND) 1' x 1' x .125' Cont. Alum. ANGLE (6063 -T6 ALLOY) 3/16' 0 Alum. POP RIVETS OR / 14 x J /4'.£S£ o6 CASE 2 SCALE: 3/8' = 1 NYLON SCREW HEAD (RANT R OR® (BEYOND) FRONT SECTION D SCALE 3/8' = 1 (4) site 1 Num. POP RIVETS OR / 14x /4'S S� S A/. 1 (Typ.) 2 ANCHORS EACH ANGLE r t_ ?' 2'x.125'AR J' x r x .090' ALUMINUM TUBE (6063 -T5 ALLOY) . CASE 3 Num. RNNUT t (Typ.) OR (BEly 'o) J /16 0 Nun. POP OR 14x / e o ' o. a (3 ) HOLE FOR —.l POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 77 CONCRETE ANCHORS O . NOTE' 7 ON SHEET 1) CONCRETE ANCHORS 0 9' 0. a (SEE NOTE 7 ON SHEET 1) 'MAN SCREW HEAD OR@ © OR YV1V0) f7PCXVT (entwo) ONE SIDED SHUTTER : END CONNECTION DETAIL SCALE: 3/8 1' /1 rrrNC. \ T1L UT TESTING & ENGINEERING COMPANY 3 MK 3s1A R As 117. wow c{ orn &coot 3611/ nt.,* (3.2,An.1332. n. r (3)3,471-113: 1WLTtR A. MLR ..1r. P. E f1oecA tic. / 44187 •©ORO uM4G 4 t ACCORDION SHUTTER Ass4/ SHUTTERS PLUS, INC (ASST / 123) 8533 NW 56 STREET AlIA14 RARG4 !3166 -1X N. N07ES ON Lams • APPLICABLE ro coCK DETAILS SHOWN ON Tx/S SHEET. * LOCXFR SHALL ALWAYS BE USED FOR ANY SPAN Nl0 INST ,ALU' ED AT MY EIEVA770N. IF A1T LOCKER ANY US 0 AS AN INSIDE 01? OUTSIDE LOCKER ED TO W/ 1/4' 0 -20 x 1' LONG THREADED BOLT / 174' 0 -20 x 5/8' INTERNALLY THREADED ALUMINUM RIVNUT. SEE INSTAL 4770N OETAK ON THIS SHEET. * * FOR /NSTAII A�j NY ONS AT A ELE VA TTON OF BUILDING ,TWO IN ADOf1AfN/ TO WJ LOCKERS. A REGULAR AR T LOCK ANY BE USED FOR SECURI PURPOSES AT ANY DEWRE0 LOCATION OF CENTERANTE (INSIDE 01? OUTSIDE). _ WHEN (15ED ALSO 8E VERI ED f7?OA4 THE TTP OF SUCH LOCK FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER IS MORE CRI7C14L). SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE RANGE THIN SHEET NUTSERT, PART 0920. AS MANUFACTURED BY AVOEL CHERRY rEXTORN. P NEW JERSEY 07054 OR EQUAL. t ' POURED CONCRETE OR 1 .000 CONCRETE MOCK WALL REQUIRED /4 7///// 1 _ Num. RIVNUTt (ryp.) 1„aN DAM APPROVED AS COMPLYING WMTH{ THE SOUTH FLORIDA BUILD IG CODE DA BY PRODUCT CO ROL DIV S.ON BU►LDWG CODE COMPLYNC OFFICE 4CCEPTANCE NO. rf - u N. 1 � - 1 1/2 x 1 1/2' oh 2' x 2' OR -- 2' x 3 OR x 4' V. OR x 5' x .125' Num. ANGLE / 14 x J /4 £ 1S.M.S.OR 3/16" I Num. RIV£TS 0 9' a a ws CAGE COUNTY AS SHOWN SGILE 2/26/99 LUTE 99 -66 DRAWING No sHEET 1 OF 10 2' x 2' x .125' 01? J x J' x .090' Alum. TUBE POST ?' x 2' x .125' x TUBES' SIZE Nun,. ANGLE (2 REQUIRED) (6063 -r6 ALLOY) EDGE of SY48 3/8' is LOCKING ISOMETRIC (CORNER POST & eor r sue li' 7(L/52 AL4X/MUA/ C€SR Nam ( MA SMITTER SPAN t' ((a) MINIMUM SEPARATION S S' TO GLASS 0A) • •• 610 s-6" J 7/8' 3. 67.5 8• - J' 3 7/8' J• 9a0 8'-0 3 4/8' J' 92, 5 7' - 9• 3 J /8 J' 91 0 7 -7' J 4/8' J• 97.5 7' -5' J J /8' J• 100.0 7• J J /8' 3• 1025 7'-0' J J/8' 3' 10.10 8' -10' J J /8' 3• 107.1 6'-a• J J/8' r I tao 6- T 3 3/8' ,J• 1125 6'-3• 3 J/8' J' 1110 6' -J' 3 sir J• 117.5 6 -2' J J/6' J• 1260 6' J 3/8' 3• 1225 5t-f7' 3 J/8' J• 1210. 1 -9' 3 3/8 3• 127.5 3'-8' 3 3/8' 3• 15 3• - 6' J 3/8 ti 1325 3' -5' 3 J/8 1310 5• -4• 3 3/8 TJ7.5 5 -3' J 3/8' 1.44IIMUA/ °- . 1 . ) ° A(Ak7M4, SHUTTER SPAN t (a) ' SS 7 'S r.') • oe 4a0 12' -1 • J 4/8' ,r 42.5 11".41' J 7/8' j• 45 11' -9' J 7/8' J' 475 11' -7 J 7/8' J• 5a0 I1' -3 3 7/8' J• 523 11'.4" J 7/8' 3' no 10• - 10 • J 7/8' J" 175 10 -7' 3 7/8' J• 60.0 10 -5' 3 7/8' 3' 625 10 3 7/8 3' 650 10• -0' J 7/8• 3' 67.5 9' - 10' J 7/8' J• 740 s=7" .1 7/8' J' 725 9 -5' 3 7/8' 3' 750 9' -4• 3 7/8• 3' 77.5 9' -2' J 7/8' J• 80.0 9'-0' 3 7/8' 3• 52.3 8' -9• 3 7/8' 3• Ammo oES/GN LOAD 'W' (0.,.f.) AL4I/MUV SHUTTER SPAN t' (t) !ANNUM SEPARATX.W 'S' m GLASS (n) • oe 140.0 5' -2' J 4/8' 3• 142.5 3 =1 J 1/8' 3' 1410 5 J 3/3' 3• 147.5 4' -11' 3 3/8' 3' 15a0 4' -10' J 4/8' 3' 1525 4 3 3/8• 3' 1550 4'-8' 3 J/8' 3' 157.3 4•_7• 3 J/8' 3' 1600 4'-6' J 3/8' J• 182.3 4 3 J/8' J' 1650 4•-4• 3 3/8' 3' 187.5 4'-4' J 3/8' 3' ?MO 4' -3 3 4/8' J' 1725 4 3 J/8' 3' 1710 4' -1' 3 J/8' J' 177.3 4' -1' J .v3 3' 180.0 4'-0' 3 J /8' 3' SNRITIFR SPAN t' (1 t) MINIMUM SEPARATION 'S' LEES OR EQWL ITAN 8'-0' 3 J/8' )8'-0 70 12' --0' l 7/8' MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAX /MUM SPAN "L SCHEDULE. (VALID FOR S E C T I O N S A, A l & C ON SHEETS 2 & 3 OF 10). NOTE DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE F'?ESSURE (SUCTION) LOADS IN ACCORDANCE MTH ASCE' 7-88 CRITERIA FOR A GIVEN OPENING. IF NEG4TPVF PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITNE PRESSURE WILL AUTCAUTCALLY QUALIFY AND NEED NOT ro BE CHECKED. • FOR SHUTTERS INSTALLED M771?C TYE FIRST 30'-0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SNORTER THAN 11E AL4XAWM ALLOWED SHOWN ON 517tEDULE: •• FOR SHUTTERS INSTALLED ABOVE J0'-O ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER /1 itii1. \ TTLLIT TE77NO & QVpfcERI'Q COMPANY D.%9 'Saw AWL 2/ MOM r W4 tt 4 i IM *ALTER A. TRUTJ. P. E FLOR/a4 Lip / 44167 MA N* TABLE 1: MNLWM SEPARATnN 6167w ?TI GL.4.SS ANO SHUTTER FOR A GIVEN SHUTTER SPAN t' FOR SYf.ways INSTALLED NflHw 774E FIRST JO' -- ABOVE GRADE OF A Cd V 8C4WQ C 30=0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER SEPARATION '5' 7O BE MEASURED AS INOICATED ' ON SECTION 0. SHEET 4 Of 10. ULTRICCWO ACCORDION SHUTTER ASSI / A!s+oLxna. 9 RDA AC ORDI 19Rl17E7I SHUTTERS PLUA INC. (ASV / 123) 8535 MV 56 STREET A4414 RORO4 35166 6Uf APPROVED AS COMPLYING WITH THE SOUTHfiORI OBUILD'NG CODE OATEN � 4402. ' � y SY PRODUCT CO ROL DIV1:0 8UILDING COOE COMPLIANCE OFFICE F ACCEPTANCE NO. 3Q .p1 Ant A* 2 • DAM DAOE COUNTY AS SHOWY SCALE 2/25/99 DATE 99 - 66 ORA WINO MO SHEET 8 Of 10 MAX64KlM , DESMN ( Lao WWwV SFNIIER SPAN r • (R) MIN1Wil SEPARATION S' 70 CUSS (k) t , ( 57GUM TER SPAN • 85.0 8•-tt• 3 7/8' J. 87.5 8' -9 J 7/8' J 90.0 8' -5' J 7/8' J 92.3 8' - 5' J 7/8 J• 910 8' - I• J 7/8• J• 97.3 7' -10' J 5/8' J• 100.0 7' -8' J 5/8' .3 1023 7' -6• J 4/8• J 1010 7' -J' J 5/8' y 1075 7' -1 J 4/8• .1" 1140 4 3 SA" J- 112.5 6 -10 J S /8• J. 1110 6' -8' J 5 /8' J- 117.5 6' -6 3 3 /8' 3' 120.0 6 -3' J 5/8' J• 122.5 6' -J' J J /8' J- 125.0 6' -1' J 5/8' J• 127.5 6 -0' 3 4/8• J- IMO 5' - I1 • J 3 /8' J• 132.5 3' -9 J 3/8• J. 1310 5' -a 3'3 /8 J• 137.5 3' -7• J' J /a• J• MAXIMUM aESTGN LC.4 SF.) MAXIMUM SINTER SPAN 1 • (lt) MWIMUM SEPAR4170N 'S' 10 GU (Tn.) t , ( 57GUM TER SPAN • •• 40.0 12'-0 3 7/e• J• 4Z5 11' -II' J 7/8' J• 45.0 11 J 7/8' J' 47. 11' -7. J 7/8' J - 5a 0 1 1' -3' J 7/8 J- 511 11' -J' 3 7 /8' J 510 11=1 37/8' J 37.5 10' -10' J 7 /e' J- 6a0 10t-7 3 7/8 J' -41.3 10-4' .1 i/e' y 651 l0' -2' J 7/e' J• 67.5 10'-0 J 7/e' J 740 r -10• J 7/3' J 723 9'-8• J 7/8• J' 710 9' -6' J 7 /e' J• 77.5 9' -4' J 7/8' J• we 9' -2' J 7/8' J• 82.5 9'--O' J 7/e' J. MAXIMUM DESIGN LO40 Iv" Oast) MAXIMUM SINTER SPAN 1 • (lt) • ML WUM SEPARAfON S 10 CUSS (In.) J J/e• >8 -0 70 12' --0' 140.0 S' -6' J 3/8 J• 142.5 5' -4' J V8' J• 1410 5' -J' J .;/e' J• 147.5 5' -2' J Ve' 3' 150.0 3' -1' J J/e J• 1525 5 J 4/e' J' 1310 4 -11' J J/e' J' 137.5 4=1 45 5 J /e' J 160.0 4 -9' J 3/8' J 1825 4' -e' J J/8' J- t610 4' -e' J J/8' J' 157.5 4' -7' J J /8• J - 17a0 4' -4 J J/e' J• 772.5 4' -3 J 3/8' J' 1710 4 3 J/e• J• 177.5 4• -4• J 3/8' J• 1800 4' -J' J J/3' J SFRA1tR SPAN 1' (lt) WW/MUM SEPARATION "3" 1115 OR EQUAL NAN e• J J/e• >8 -0 70 12' --0' J 7/e' MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTION 8 de 81 ON SHEET 2 OF 10). worn DESIGN PRESSURE RATING CORRESPONDS ONLY TO NECAT7VE PRESSURE (SUCTION) LMO$ IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, IRE POSITIVE PRESSURE WILL AUTOMATICALLY QtL4UFY ANO NEED NOT TO BE CHECKED. TABLE 1: !ANNUM SEPARATION S' BETWEEN CUSS ANO SHUTTER FCR A GIVEN SHUTTER SPAN 1' FOR SHUTTERS ASTALLWD Will-UN THE FIRST ABOVE GRADE OF A CNf74 BUILLXNa 30'-0 ELLVA11GN SHALL BE MEASURED AT BOTTOM Of SHUTTER SEPARATION S' 10 BE MEASURED AS WLYGIED ON SFCI7Or4l 0. SHEET 4 OF 10. APPROVED AS COMPLYING WITH THE SOUTH foRWA BUILDI G CODE DA (%■L. BY PRODUCT CONT'OL OIVIS.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.1% 0 S 1b -01 • FOR SHUTTERS IYSTALLEO MINING THE FIRST JO' -0' EMAT]GN OF BLMLalva .SEE L48.E I FOR MINIMUM SEPARATION TO CUSS FOR SPANS SHORTER THAN ME 1MAX8NM ALLONED SHOWN ON SC WL4 E .+ FOR SHUTTERS RS IHITALLED ABODE 30 -0 LLEYATION OF &ACDM MEASURED AT BOTTOM OF SHUTTER 4 /i itr i. \ ltL(r TF571NG * ENGINEERMk? COMPANY /JOS N. 31 St. Sta 217. VI+nw c4110041 FIORCA JJl" Fnw t (. -13X. foe t (717:7)877 -ISt1 WALTER A. 11LUT Jr. P. E RORHSA Lk. / 44167 MIRAGUARO ACCORDWON SNUTIER ASS4 / RESVENTIAL 900144 AO1XIRD W SHUTTER SHUTTERS PLUS INC. (ASS, / 125) 8333 MV 53 J►NEL► MINA FLORIDA J3161 AM w • our •nt • 1 4 »oownav 1/23/99 041E 99 - 66 0R4W1N0 No SHEET 7 Of 10 D1ADE COUNTY DESIGN LU40 . (AW f ) SEC112 4 Al, C 2L726 Al, C 2rlQ6 4 & 11 WALL LL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION A T TOP OR GQTTOM (TO AUSONRY & CONCRETE) CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) war t MOTE 2 MOTE 3 MOTE I MOLE 2 NOME 3 /rl?TE 1 MOTE 2 1•01r 3 FROM 40.0 To 62.5 sr ft 9' 12• •• 1 t/2' fr• r 5 1/2• f2' 12' Ir • 1/2 5 //2• 4 1/2' 12 !I• r FROM 62. 6 TO 75.0 12' a' 8• 11 1/2' 1 1/r r to- r 5- 12' 12' I t t/r a- 4 1/2' 4' 1r r r FROM 7S 1 TO 92.5 !r r r •• 51/r 5 1/2• a' a' — 12' 10' 10' 1 1/2' 4' 4' 1r 7 1/2' 7 1/r FROM 92.6 TO 120.0 11/2 r — r 51/2• _ r 5' — /2' 10• — s' 4' - 9 1/2' 7 ►/Y — FROM r r - 5 t/2' 5 I/2' - 3' 3' — 120.1 TO 180.0 fo 1o' - •• •• - 7 I/2 7 r/r - ACTUAL E. D.. EDGE DISTANCE FACTOR rAPCON / UMAC NAI'N RAMC r,A1X - 04 3' .86 .75 2 1 /2' .71 .50 2' .50 - { /1ifli TILL/T TE717N0 * ENGINEERING COMPANY & lt r J 3t. Mt 217. 1MUW GM701S &WA J71N .,_ t (x•tko1 -t370 . Fr , (.10 7/7 / -l7Jt MUER A TRlIT Jr.. P. E FtQRt 4 Lk. / 44167 L4LTR4G W? ACCORDION SR/TRY ASST / RSA 7 t at A7H1 Aomori,' S7AI1lFit SHUTTERS PLUS, INC. (Asst / 123) 6555 MM 58 STREET )MAq, FLOR Cl4 55165 AM /b 2 ACC M tb 2 • SCALE 4T 99 — 66 DRAWING Na SHEET 8 OF 10 ZAMAC NA/LJN TAPCON OR RAWL CALK—IN ANCHOR SPACING LEGEND MAXIMUM DESIGN PRESSURE RATING "W' (p. s. t.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + ANCHOR SA4C7NC LLCENIO (1) Max. ANCHOR SPCS VALJO FOR SPANS OF 5 —o' OR LESS (2) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0' 727 (3) Max. ANCHOR SPCC. VALID FOR SPANS GREATER /UM 8' - TO Max. ALLOWED. NOTES ON ANCHOR SPACING SCHEDULE 4. SEE SHEETS 9 & 10 OF 10 FOR ANCHORS TYPE * SPACING FOR INSTALLATIQNS INTO W000 FRAME BU2oINGS MAX /MUMI ANCHOR SPACINGS ARE VAUD FCR J 1/2' EDGE DISTANCE. FOR E D. LESS THAN J 1/2; REDUCE ANCHOR SPACING BY MULfPLYiNG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E D. FOR RAWL CALK —IN IS 2 1/27. y9 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT 100 � .► , (o . • . BY ! ...,,,� :. iI PRODUCT CON 01. DIVISION BUILDING CODE COMPLiANC OFFICE ACCEPTANCE N0 - 3 L O DADE COUNTY / Iff W000 NODE? REWIRED I SFPA21710Y Y 70 a 4SS or E7t75714 mwoow cos aa 11 u ALTERNATIVE 1 W / oI 1ATI Io s r s s s AL s / ?A 1 r &/ (0 10P. AVTF7bQ'a INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 22112.: I. INSTALLATIONS ARE ONLY VALID FOR INSTALUTJONS MTTI DESIGN W1NO LOADS LESS OR EQUAL THAN 73 p. s. f. AND 9' -0' Max SHUTTER SPAN. 2. FOR NEW WVOO FRAME CONS7RUCTION :: NK)OD Ala48ERS TO BE SOU7NL77N PINE No. Z v/ SPECIFIC DENSITY OF ass 0)? EQUAL. ALTERNATIVE 2 WALL MOUNTING INSTALLATION - SECTIONS A SDSi & //4• . t �IL�TE C O INC TN.LJ1 TESTING t ENGINEERING COMPANY t Kt JIM St. Sea 2I1. mow GI COd FLORIDA JJIN FA•• 04w-we . (JLgJ/n -ISJt WALTER A. T1f11T Jr. P. E FLORIDA Lief 44157 MOTE FOR C06L8INATION OF SECDO S : WALL,/ft00R /CEIUNC MOUNITNG S£CT10NS CAN 8E COMBINED IN ANY WAY TO SUIT ANY INSTALL4170N. 14 r .1/4"S s IA •5' $ / .• oustome (40. Boma 11111 4 f r 4 • • 1 tom) x_13 t 7T (Cont) 01 (A (2) 1/4' • • 4' LAC sc. 0 (Act. 57L0 (HON•771 Of ow) APD w/ 2• LA+. PC40711110Y t7 oas7nv4 S1V0. ALTERNATIVE, 3 •Alf Ns Ix ** w APPROVED AS COMPLYING WITH LITE SOUTH FLORIDA BUILD' G CODE OAT _ _ I9 BY PRODUCT CO 'OL DW;S:ON BUILDING WOE COMPLIANCE OFFICE ACCEPTANCE NO.g1-b3'L� '0 ULTRACUNW ACCORDION SHUTTER ASS, RESVENnAL KRIM ACCORDION VIXEN SHUTTERS P IN . (ASSA / 111) 8113 NW 58 sixth AMA; FLORIDA 3J168 MR Q+40E COUNTY AS SNOW scuE 2/11/99 OAn 99 — 66 DRAWING: AFO SHEET • Of 10 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS GLASS OF *wow Q, E S Q 1 14 • .V4' 1 1 a &S•2'aa ALTERNATIVE 4 ..500 1/ 1,EAD ~ PHIL S U'S W Ayr & MASHER • 12' /10r OR .;/1 r I AAnt PCP RTIEIS • tr as OR 4/1$ s • m N. Pow s laws • tr a a 1' TUBE (Coat) W/ C 1/4' MU-TS a4 LOW U6 SCREW'S • Mal 57W (AO0rc771 OF 571A0) MO W/ 2• Afti FehumnoN MO WALL MOUNTING INSTALLATION — SEC770N A SCALE: 1 /4 = 1 r000 TRUSSES OR RATTER • 24' 4 a REQUIRED I I 11 11 11 /14,4/4 S K 1•? a G .--SEE SCHWA' FOR Ain. IYAR4 ?N 70 GLASS ar EJOSii row OR 1 a a ALTERNATE FATTENER LOCAION / 10 r V4'1 1 1 AL 1 OR 4/1r I Mm. PCP R14ETS • 12 a 11 11 11 11 u (• x 4' r 1/3' OM) 006.1 -T5 Num. N E •�( I'Ore LONG [ R w 4 c 17E x R OOR LOGaE SCREWS AT THE (2 /M. NOMINAL MOM) N/ 2' Asti PO,E7Ratok 70 r J s S S M s 7/12' I r 1/2 LONG araloAa (Tjp. SP CITE 60RA /►OrJ LOTR W,1 7Mtf 0 Typ.TOP 4 INTERIOR. rrRae 110r.1/4'11 £ AL S. GR 3/11 0 Aim. POP "VS • t2• a a 2• r r• Ivaco DECK REWIRED /� ' . ALLOr£D) r ►/ A£& LAO SCREWS PENETR4 • b' a a CKIJRa & FLOOR MOUNTING INSTALLATION — SECTION B SCALE :: 1/4" = 1" IOW TRUSSES 24 0. G REXXA PED NOTE : M oOrE71. Q M/OUYT NG SECTIONS CAN BE ccw I M/ MNY A!7 S/XT NIY I�STN1A7IOMK �. SSTALLATIONS ARE MY W4Ln FOR INSTALIA77ONS M TH DESON WINO LOADS LESS OR EQUAL 11•MN 73 pus /. APO S Max. SHUTTER SPAN. L FOR NEW WOOD FRAME COVaA4r!lc11Af1j W000 MEMBERS 70 BE SOUI}AERN Na x W/ Six ern OF 0.55 QR EG(I4L. /1 irI iNC.\ TELL? TESIWQ a ENGINEERING C044PANY ula Its .Ntlt s. Ma 217. WAN CMOCXS ADAM JP" rt. r : 0 -1332 . F.: lAOrrt -1111 MG4LTEP A TTLUT Jr.. P. E FLORIDA L. / 44167 1 14 s 3/4' s 1 S. M £ • •• a a SCHEDULE TOR At WAARATION TO GLASS OF 0057774 Zwow OR s a a 114rV4 111141 • 9•a a t • r2•r 1/e• Mm. AMXE Cont (608J -Tr AtLO1) ► • r 4• r 1/W" • �° r. ai R4f7FR OR TRUS1 LoC4TE SCREVI AT 110010171 OF W000 hIEWEICK I' 1rn. TKAI1 1A4 ) 1 / 2 Asti PENETRATIOXL 10 r J S S SAL S 7 l !1 � AG 5/b • LO 1)P. LOP CMTRA 1/4• • ac TE]NLE 1.000• PA NEL AH7E W 1 7/D' AfAi. LOGO' PENETRATION 1 •• a a CAIL1NG & FLOOR MOUNTING IN57ALLATION — SECTION BI SCALE :: 1/4" = 1 " LILTRAGU 4RD ACCORDION SHUTTER A S4 / RESOTrf4L B Rfl 4 ACCORDION SMlftR SHUTTERS PLUS, INC (ASS4 / 12J) 8535 NW 56 STREET ML4A1L FLORIDA ..1J166 2 w 10 12'111 M S. 7 • • 7/2' LONG OUSFAYI a OQ TOP BOTTO aortas / 10 r -/4• s£ s a s • 12' a a 2' r r' rt?Gb L--. &TARRED (NO FAWN ALLCI % APPROVED AS COMPLYING WITH THE SOUTH ORI BUI DING CODE DAT BY PRODUCT CO "OL DIVISION BUILDING CODE COMPLIANOf OFFICE ACCEPTANCE NO. - 03 • o DADE COUNTY AS SHOWN SCALE 2/25/99 DATE 99 — 66 DRAWING No SHEET 10 OF 10 •••••.' :# • ij • " LiV A " • f r: 4 1 • s L.11)T - • , • "• , • - - 1 ^ y • • • 1 • NI " A •r• 0 M IA A L A' LA. .• r A mi W e , /Q A s , At ; r 3 2) /N. , ) s.; •r•rrAt '''N• .•t• • i - ,-; ,--- I I , , L- - --- -- -- Ir 1 1 f ' • ° i --ezt LA3 o r t 6,g ft), CA1 t t 1,:"; t.#4- (1,9 A r r 1 ,,; 4,. e,- , ".° - 1 ( „ cv 'l7 I # • , T.. /, • . 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Pef k !.) ./: 3' 1 r-sr!--- • . f • _ - - 1 A • °F -4 ; ■"` t;.1 • ,„, 14 . .1 ..;" • • • • • • • • • , • • • • • • • j j • • • j • J a • #1 rtt;:4 , C) F.: •••••.4 A. ,r•° 1 ° (0 p • ; 1 • i „ A 4. •tr, ..°#, 1•-C' 1 " * -5- 1.1 r A , ' _/' . r ° r,r - ▪ 7,1*# : "tre`.1 , A4 to f 1. ••• t ; r„,• 4 c„, A/w ( ° • A",• t - r\• 17 ( 3 ) r err*# • 1/4 ": °' 11611 1 11 M 111114 01 0 11 11 11.1004:12411211Mposiffeir 4%'1,!. i••> ..4,..- - . ,1 • J • lc::. , 0 4 ., '. / , ;.. , .....-..._... , 1 ., S)' '.;,•k-A.;* ';, '-''''f- 4.- ' 4 1"-- - r , ' ,J.:4.\ 0 , .2 - ' : ,- - • f 4 • g....WR' .• 11..q . ..i , I 'fin.- . f K . - c • --, •••.-i,.. ,- 1 , ; . . 1 ..: e :, ' ' t ...-,' 4 • - .11V. • 4:: 4 • ' eadC4J tfrit Z,e,-.*Z14/5■161ainialtiltatijainaiinnw,kfabisilift. " • _.. • , `7 - Y • "*- • 4. ....,„ix...k - 4 .V.f 05.1- .:7 .. Sli' • • • • 44- • ti • -.. •:: . , Vis 44 ;At ' - 2. 53 157.7 ° 1. _ • • it4":7" t • •L# ' • AC 4,0 • , • X- ;Z.". r • - i • 5 C. 4±31PV4 0 0 , . . ,..t.i ar...rat %. • t .c.: 4 .14 • c# -.-.L...AJI L 1, iii•0041611%.14-43 0. 9 LICAL141241Z4=41.1Wiltfidat a tutail.U" • - , .4. - 4. 1 .. 0.. • .4; ; .... • 0/5 .61/C r \ e - . -. \� /4 ci /5 . . '1 - _ t7 • /8f • /9 20 i e / . t r 1 1't� V N.%, t y A�, �'^ 1 1 : 1i:1.L` ;IYi.�L Y 40;-4, ti4 ,a • . 4 $ • ' % 67, a 60. CO f. f ,. t I, it • N o C1, /1 0— ORDER NO. 5364 • 2- - 4 • ik ` *s • 4 . c . L% 1 • • . *. ` is tr Yf�e y. t • • 7;4 IP ys .r Scd c E • / /o$' • SKETCH OF SURVEY ` SURVEY of ,Lots 6 and 7, Block (63, of "MIAilD SHORES,EWi?.W THREE" at • According to the Plat thereof recorded in Plkt Book 10 P,age37 of the Public Records of Dade County, Florida, being situated"in the Village of fIiarailShores, Florida. • ' % 4 DATE: August 30, 1976 F.B. 187, P. 24 ••.• 'SCALE. As shown WF HP.I3EBY CERTIFY that, the attached SKETCH OF SURVEY 'of ' the above described pro , ,C • is t * true andkcorrect to the'best of •our knowledge and b as rem pp$y surveyed and pl' under our divection. • • . � • . C ` t . 4; . A-1 i 3.. R. TOUSSAINT & ASSOCIATES, INCV • tAND SURVF.Y4:2S 620 N.E. 126 Street, North; fa 'Florida . .. . ••mil . f' V. Pre's. Howard C. Gamble - . Registered Land Surveyor N6. =1683 t State of Florida r , • • a: _. Ja • . _. .,- .�ecvaa•.m. <.-+-u saa.s —•aai V A • 4 • i . .• ?.Y i4Xi. ''r SLY .1.TY.."'"' ° .�" 1 1 "� y'V.`y ` fir . ��-,�„ - C}i yT a .. c. �. 7! • ! ' e. ♦ r . �' }y ij . l - � i a vt • : ,_ j k.� - _ _ - "Y = om �t ....„,1,-;;•••-, ;` + _.'e'.' fa � .r1• y .6 : = '.X+11 :Ak �e 4 6 4: f. 1 f • f .. , I Ll'l {. 1 u l 0 S • oi • �.��ys e �7 ? �-* -- , e.esr.e.vrsse.e�.. 1 a,.e a–..sr • li-..rr 4 7.70 5 4a 4 too / 8 S + n /3 J 1 f9.70. / 4'W(1 yee i i ti v v E t-r - ' a • DOOR HEIGHT CONSISTS OF 6' -6' 2 SECTIONS 18' 2 SECTIONS 21' 6' - 9' 1 SECTION 18' 3 SECTIONS 21 7' 4 SECTIONS 21' - 7' -3' - - 7' -6' 5 SECTIONS 18' - 7'-9' 4 SECTIONS 18' 1 SECTION 21' B' 3 SECTIONS 18' 2 SECTIONS 21' 8' -3' 2 SECTIONS 18' 3 SECTIONS 21' 8' -6' 1 SECTION 18' 4 SECTIONS 21' 8' -9 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 9'-3' 5 SECTIONS 18' 1 SECTION 21' 9' - 6' 4 SECTIONS 18 2 SECTIONS 21' 9' -9' 3 SECTIONS 18 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 SECTIONS 21' t0' -3' 1 SECTION 18' 5 SECTIONS 21' 10' -6' 6 SECTIONS 21' - 10' -9' 6 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21' 11' -3' 4 SECTIONS 18' 3 SECTIONS 21' 11' -6' 3 SECTIONS 18' A SECTIONS 21' 11' -9' 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 12' -3' 7 SECTIONS 21' - 12' -6' 6 SECTIONS _18' 2 SECTIONS 21' 12' -9' '5 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18' 4 SECTIONS '21' 13' -3' 3 SECTIONS 18 5 SECTIONS 21' 13' -6' 2 SECTIONS 18' 6 SECTIONS•21' 13' -9' 1 SECTION 1a'- 7 SECTIONS 21' 14' . 8 SECTIONS 21' - 14' - 3' 6 SECTIONS 18' 3 SECTIONS 21' 14' -6' 5 SECTIONS 18' 4 SECTIONS 21' 14' -9' ' 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21' 15'-3' - 2 SECTIONS 18' 7 SECTIONS 21' 15' -6' 1 SECTION 16' 8 SECTIONS 21' 15' -9' 9 SECTIONS 21' - CENTER STILES CONFIGURATION DOOR MOTHS / OF CENTER STILES 8' -0' TO 9' -0' 2 9' -1' TO 11' -10' 2 12' -0' TO 13' -10' 3 14' -0' TO 15' -10' 4 15' -11' TO 16' -2' 5 OPTIONAL VENT - MAXIMUM OPENING AREA 120 SQ. IN. W e l l 1 11 11 d i l l II MAX. DOOR WIDTH OPTIONAL FLUSH FACE WOOD GRAIN DESIGN 7 -1/2' X 050' GALV. STEEL CENTER HINGE W/ (4) # 14 X 1/2' SMS LOCK 2/ DOOR 7 X 7 GALV. AIRCRAFT TYPE CABLE 6c NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7 -1/2' X .071' GALV. STEEL END ROLLER HINGE w/ (6) l 14 X 5/8' SMS c crrnnuc 10• I c crnmic 9 3/4' W X .15 THK, LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) 1 14 X 1/2' S.M.S. 5/8' MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS OUTSIDE HANDLE END STILE 7'X3'X0.1' STEEL PLATE WITH (4) 114 X 3/4' SELF DRILUNG SCREWS CENTER STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN -9' -1' TO 11 -10' DOOR WIDTHS 1 SAD 12' -0' TO 1a' -10' nrxrx W NTV PUSH NUT in . 1 X 1 LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8' SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES SCHEDULE 'A' it [ 0 TOP FIXTURE 5 -1/2' X 2 -3/4' X 0.1' STEEL PLATE WITH (6) #14 X 3/4' SELF DRILLING SCRc.:vyS CENTER STILES SEE SCH. 'A' 14' -0' TO 15' -10' DOOR WIDTHS 15' -11' TO 16' -2' nn/1R Wifi NC INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR Torr DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 48.0 PSF — 52.0 PSF GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDIAENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. En9r. DR. HUMAYOUN FAR000 STRUCTURES 11J. PE 16557 SEP 0 4 7O111 r — A 4- r co N x CD x 0 0 0 co cc 0 0 z 0 0 W APP;RO EO AS COMPLYING WITH 1111 SOUTH FLORIDA BUILT j1CODE DATE MI 0 BY ODUCT co 1 DIVISION BUILDING CODE COMPLIANCE OFFICI ACCEPTANCE NO.Q /- ()?.4.o/ d mTh z 0 w O ° r-4 <i 14 8 o O N -4- n w o z o 0 <<�I 0 o p N 4. w N PI 1 O r) � Fg 0 w ) O O 0 Q Z O U W to 0 . v ( co O M Lil ro Q J Li U = • 1- -- co w N CC) 0 0 O z � 6 m Q CVQ O .- 2 0 U '0 0 v 0 c 0 8 X 5 ( ) drawing no. 01 - 19 fe►.se■ i ,.f t 1 DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 83 B4 B5 B6 87 68 6' -0' 18" 18' 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18' 18' 21' N/A 1' 11 -3/4" 23" 34" 45" 56" 67" - 7' -0" 21" 21" 21' 21" N/A 1" 11 -3/4' 23" 34" 45" 56 ".. 67" 78 -1/4" 7' -6' 18" 18" 18" 18" 18" 1" 11 -3/4' 23" 34" 45" 56' 67" 78 -1/4" 8' -0' 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67' 78 -1/4" HILT1 SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK 1 -1/4" 6 CONC. 1' 6 BLOCK 1-1/4' 8 3/8 CONC. 1 -1/4' 9 2" SECTION A -A 14 GA GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET w/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 1/2" X 1 - 3/4' X .058' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3%16" POP RIVETS 2 -3/4" X 5 -1/2" X 3' X .104' GALV. STEEL - TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) 1 14 X 5/8" S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WI114 (2) 3/16' POP RIVETS 5/16" MEETING RIB 1.82' DIA. X .50" ROLLERS W/ .44 DA. X 4 -1/4' STEM OPTIONAL INSULATIONS 9Y 'APACHE PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSITY = 1.07 PCF • N.O.A. 1 98- 0904.04 OR 150 -25 POLY- ISOCYANURATE DENSITY = 2.0 PCF N.0A # 98- 0904.03 14 GA. GALV. STEEL ROLLER HINGES FASTENED w/ (6) 1 14 X 5/8" SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY 0 -40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED —ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) 1 14 X 5/8' SMS 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16' SLEEVE ANCHORS WITH 1 -1/4' EMBED INTO MASONRY 3 PER BRACKET 411V FASTENED TO TRACK 11111 2 -1/2" X 4 -1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 - 1/2" X 14 GA. ANGLE i u LT, s z z w 0. 0 U x 0 0 m n m m� TRACK CONFIGURATION K CAST ALUM. a / CABLE DRUM 14 GA GALV. STEEL TRACK 2' X 3 -1/2' X 12 GA TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4' BOLTS & NUTS. WOOD FRAME BALMS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ••• : • ►l 1• • • • A TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 W000 JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4' TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 8" 0.C. OR 3/8' DIA. HILTI SLEEVE ANCHORS, 1 -3/4' MIN. EMBED AND A SPACING OF 12' 0.C. THE BLOCK WALL CEUS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR / 5 BARS EXTENDING INTO FOOTING AND INTO Ti E gEAMS, ALL BARS SHALL BE CONTINUOUS FROM TIE B(AMMS TO FOOTING. HORIZ. TRACK SUPPORT AS REQD. BY DOOR INSTALLER HOR!Z. TRACK LENGTH = OPENING HEIGHT PLUS 12" 0 -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" o HEX HEAD M.S. & LOCK NUT 0 12" 0.C. 3" X 2" X 14 CA CONT. STEEL ANGLE 2" X 3" X 102' STEEL FLAT BRACKETS 0 ±12' 0.C. CONNECTED TO CONT. ANGLE w/ (3) 1/4" 0 SPOT WELDS ALTERNATE TRACK INSTALLATION I✓ MIN. EDGE DISTANCE 3 3/4" TYPICAL En9r. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE ( 16557 0 4 2001 CONC.= MIN. 3000 PSI 1 -1/2" 1/4 -20 SS BOLT & NUT AT 12" 0.C. 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT APPROVED AS COMMING WITH THE SOUTH ILO IOR B111191 . CODE DATE 1 T' 1 • BY �_ PRODUCT CO '1 DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE HO. 01- 426.O/ o1 0 0 z O U W N IN 0 . t N tO 40 0 0 u ' ( drawing no. 01 -19 16 GA. X 2 -1/4' X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 1 14 X 5/8' S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4' SELF DRILLING S. 055" X 2 - 1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 114 X 5/8" S.M.S. AND TO END STILE W/ FOUR 1 14 X 3/4" SELF DRILLING S. 1ST SECTION (BOTTOM) REINFORCING BOTTOM SEAL .058 ALUM PLATE WITH 1/8' X 1' S.M.S. 0 48' O.C. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY DOOR INSTALLE STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 - 3/4' LAG SCREW HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.C. 1 -1/4' 1.9' X 2.19" X 3.3' X .090" STEEL TRACK BRACKETS — SEE SHEET 2 FOR SPACING 2 -1/8" X 1' X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES J\ W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. do LOCK NUT • '1/2" X 1 -3/4' X 16 GA. (o.o g $°) OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL 1 14 X 5/8" SMS 6 PER HINGE 4 A 7/16' PUSHNUT INSTALLED ON ROLLER SHAFT INTERMEDIATE SECTIONS • REINFORCING 1/2' X 1 -3/4' X .058' FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16' POP RIVETS 0 12' 0.C. 1 -7/8' X 2 -5/8' X .049' STEEL - CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16' RVETS ( 14 X 5/8" S.M.S. r 4/ HINGE 16 GA.X 2 -1/4' X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 1 14 X 5/8' S.M.S. AND TO ENO STILE W/ FOUR 1 14 X 3/4' SELF DRILLING SCR. INTERIOR SIDE 7 -1/2' X .050" GALV. STEEL. CENTER HINGE SECTION B —@ 7 -1/2' x .)71" END ROLLER HINGE TOP SECTION REINFORCING 3/4" X 2' X 2 - 1/2' X .049' STEEL _END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/16' ALUM RIVETS SEE DETAIL ABOVE ■ 16 GA.X 2 -1/4' X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FA TO VERT1CAL INTERMEDIATE STILES W/ TWO ( 14 X 5/8' S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4' SELS DRILLING SCR. 3 -3/4" MIN. ���{{{ LDGE DISTANCE • ' '. D D 1 1 R7 n1A Y V)" GM I roc 1/4 -20 SS BOLT & NUT F1A.PS BENT OVER PANEL 1/2' PUNCHED HOLES 0 4' 0.C. 1/2' HILT1 SLEEVE ANCHORS OR EQUAL 1 - 1/2' MIN. EMBED INTO MASONRY 1 PER BRACKET En9r. OR. HUMAYOUN FAROOQ STRUCTURES FL: PE 16557 tP 0 4 2001 24 GA. STEEL PANEL— END STILE 7 APPRO'iED AS CO;dPLIIN'.1 tut SOUTH OCT D OBUIIUIi� DATE 11Y J PIZTI CT CON ' DIVISION BUILDING CODE COMPLIANCE Off1Cf ArrcomJ Wn /1/-1A/, f / 0 w 00 O Lil Q J L U L = Z Li. ofw N 0 O z� 0 to 6 Q' J N Q N C c O v 0 w. 0. ' 0 O O 0 ,c 1 ) drawing no. 01 -19 • e. • • 1. 1 • 1 • I',” •17 ;1!"* „ t," a •••,•••••••• • r • % of" •11 . ,-tj r. 1 f ' -4 - - kO t11,410 .170" OVr . • e3c 11 c.. 4 3 3 ,. 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U.N. or ;'s Sat by owner i,r1 con- for:nity'with the lnn: ;. Location' of utility :.eryiCes ,nI►' other` under- ground in =ta11 ;tti Ina .+re ;i:3 in i i•rated b o:� ner. ,. ,finer $; re _oc_• to . i te:n� find icat 1 orni tt ,i'. Veirj. f�; in field pr.L r` to excavation. the cog ince:r' cannot : <: ur e re f vnsibili y dimensional error:; or 'o.ri a;; ion of curve ma t i on not ;3 :zo.vn t Automatic . cleaning ng ,sy .teri, not sown to be in addition to recirculation . >ilU.vn :.' ^o be • contractor to ,'l lnUft.ct! 3pecific 1 folio ing i tern;; ;are =ho �n "the plot i•'il ter symbol �.le dervic(; loc'ttion ' t j nd::r;lroun,i - 1ot. tion(s) , :)' rirz ; bo +ird locati:on, 3X,ecl e i, r er, t, shale etc. ritio creeiting Fencing Other re -5 ,.' /23.' 1 ..-? /* s ,r~ e " ee i s /z_ :r- • Gan . r> /,7/// 50/0 /.. / ii lE,57 F f . � .5%J�+/4 J /)s / r 1f.4J :'4 ;t' /� .`jr`'.t" //u�F c. /r/c ! Point ( .) 7 ;1. It 5( 05 50 - DR 7 - -- 1 304. RM.- 4.5''7: 2,. 1:'D. �`'. /6' H _ /..../ .. 2 1 _81.04 �,�t. /%1.9.)e' Pled ✓/z2. ' /Y, f'. • .BOG. /1? /+-1, 1 R ,v2 '' T: .7> 4- 76 ,,S/, [P4 s. r' 45, 0..5002. S (,g )] .G. / /cTt ' rANX \IV 1%, ��. Y R 04w.. N w E i3n a. sc.w ps g 4i ro ra ; w/ASr • / /.47i t�' 4;' 4 /N r Sr //9 ///exr OPr'`/9N'4 2 Loo 1, c <)ntr a for try 't'onf 1 r!tl . lot - MAA/ c/.4t Msrd� 5r/q,F' 7'(.e S kv /rc r N PY t' ..D/SCo/ Co/N/A/4°c w /teN fD ,� mac" "dl $ O ve.e 4 D E p f�0 . .' 8 c�.edvw27 AY/"�'�' Cove .84 ro Al L /ale 7 ?I 4e'1)' . r /e "<< �s - SHO NJ 4- r4' • 7 7 /-7�, !✓� 6C_ON &U/ T _ IN �40L .?4 � P //1 .c2x.e5 " L w?: / rq,e, 42)Ver.t'.F. �'G' rh/ tg /.E'�'� 5'oA9*./0 / EL y � Pow' /Yo >QxJ 7 te � .131 L �c4r v - r 1q Y0" Gk'QUNr. w/ "'z �s e�'W . w/,' ec r/ - - tat c;Av4E ,HC•* - �Prio/v/vt �Es • • 1 . P,� c� sr CoAiw c , z' vs P'd ' s. i'; a. c, ..9id ": 3 , 'May. r/Vd : "" M.9x Rise $ EVail," 7* Q i 7) S /zes . 11a' , r'E- i'Ai/dve.r7 /.v /id!' ..v. .I.!lr :i,1 bJ � o'de ')onformi t , ? s i" ii.I1. :' Residential, To ` apply. with all applicable portion's of Chap- 2.ter 50, S. F . i3. � . - a'n 3pecf i ;ally, a;; 1o11o i - . . '5001.1 Over 250. sq. f t.,, 18'' dog), 5001.2 Oompl ieo .with if lrt` Vi (i,'es1 n) 5002.1 rermit co mi ; .fiance. :(By (ontr gtor). 5002.2 Rational anstly3 *. Inca in to ;rt yi) 5 n' a. 5002.3 b) Professional deli n. (:,ee ippLov,al) • o e 5002.4 1 -4) H droutati'o ujflift valve provided. )02.5 a) (14;2) Grate at lowest t and to , point have'farea four' ti es area and "imec h anioally fatened. 5002.5(b) Recirculation,' 1 outlet per, each 3 ° 50. $q. ft.' and required velocity controls return 10f. ps ,mar.` and suction "5 fps max. 'Ale chart and, plan view. 5002.5(0) Hair and lint , ()Pen with-screen e n .i tea f i.ve time , area '.of ; siletipTl 1 in@, 500 Vacuum fi ttisg 1? mininim .diaraet � 40, and not, over 18' below the waiter `line 'ri 5002.5(f.) and main suction line. Va i l v e to he' easily a.cceusible, "See piping' plan. ki exist 5: }02,5(g) Turnover rate `once in 18 hour :3. • See chart: for actual;` ' 5')03.3 Prieuratic concrete: 4 " min.. :va11, 6' min. . bottor:i. ;;ee section. 500 'Pl pe.rmits'when regd., 'by, ` obntract, r, ,later anl) sewer donne; t ton to be . ' ' in y the accOr'1' wi th p1"utlb :n 'code apol. e;ible and. et or ' :3. Chapter 46 'in' Narticul%ir. 5'.): %4.2(o) Pilling' by o,:viier's nose' U.N. t .' f'or 5004.5 (f ) Diuposal .to ) ;: direa U,N. " vi.t . . y infer_ 5004.5(f)(1), aarP<icc fir- -3dinil`� by owner or contractor ;.ir3 rn per 3 greeent..5004,3(f)(2-).; 50' min. to :ell and' 5' min. 'to other e dis`po;a1 works. done by ' 5004. 3 (f) ( 3) c to r. Si ze o f pervious i ons . chart 50 -.1, percuI tion to. be by, an: A',I.'LN1 T1. pi 1'1GNx:7t'ND 5005.1 b)(1)- b'iltr2tion r'ite'5 ;al /st ;.` ft. rnaX 5005. 1(b) 2) Backwash h 12 � l/Sq. f t, coin. ` 5005.1(b) (3) Media, sharp ;3 pica .3and o graded . gr avel. 'r. artioal :; .0.4.0.5 u .. 1 2 0 • uniforrai ty. orir'•1 ,t 5u,1 ': • 5005.1 b S4 Freeb e4TansioYt.. 5005.1(b)(5) Pressure urr�;eu on tcrfl'Ir :nt :,ti , effluent, see r)ipi:tr; di`u;r'i t1, 5005.1(b 6) Sight e la :as on b cn, +rash. See tt� pin 5005 ;1(b` -11) P1iter tank details ,s ea' min - : ufaoturer'3 specs. 0?I tTRATI N J:'01' ,1-DIA`2 C if?: '50 , c . 5065.1(e) 3 ) '- e � is �r1 � 5005.1(o) 2) ?titration rate �al . ft..max i.eano to rrelco 3' •it.' (.t) : et?(rn' line ) protecti:..r luri.•, beC. -Ytt, (5) ') , cake removal • ;ee i' - ,i [ r. tif"1.` t r t, t''' 5005.1 c) 6) Fi t r ete: %e:1t r.; 7'ovol. . , 5 OO .1 c 7) :,1i fr "or9',ti.;l t;.t ;ini . :ej psi ;,tni;., 5005.1 c 8) :' 1m.2 /5' It . h..1';1, ,3ee �1ct,. - iuta 5005..L(fi ,urnp m�Itc�leai to fj . ;. tnJ. I' 1 pan' ~ :�e,c,Y'A.Qw rates, ti i : 1r)1 f.- t; s, ecc 1 5')05.1(4)(2) A6ce3 l,bi11'. :. e'R , tots,' : n' la,r� i'irAin ; l/.` fllP 7"' 5005.1(4)(3) Acees5.; cover if t,'qLl'vnt$ below, grade. ai del :3 i 1.. (4) ti t dr-1in'1g4 if re4iuire'i •`ee spedia; 'detail. ;- / , s 5005.1(e), Air relief. F . .,i 4:1,-;. 50, 5. - -4) Skimmer in : 6" ;;i ',vier, :; 2 , .i. ;p ;tx50; total suction r 501 0.30:* (?)(b';. P.'1,;J, 4ii,f? ethed'.t1e 4''4 S. P. 3. h i .c.t f� 52,7, f i ttiri�r Vii. ,.F. se; .3( cr: o ' : " ner•`-p 0:.16): :t` t 1 'code °-alt !' Q 4'5 1. i1.h, ' • licabl� (3) i�iroctly suppo all, valves ' `' etc.: ';o t 1°i)f'. . to be' tr direc t f.y i on r ock, nor h,�tve be=lri; ru -::c in backl , .''(c) - 1 i men t•for aate.r'care or treat-. 'cent to h'-ye N.: >. 'e_i1. 50 uivin 'boar is. - Le,lst pool 14pth• for`. iecl. ",, )" 1 ; t e " - { `me ttxr;3' = 6" olio., _ 4..aii1 drain .0' -0 - thin. from wall ' ( t + 'b4 ird.. Break point for 5'-' 0" :in •deltth at :20 *_t from wall at bo •rci. 3of"r. ,7'- 6 -" rain, from :- ,Ide'01c111 a ,final 2,- 0" ni' ;.• p roje c tion' over qEV. NO. DATE 1 BY DESCRIPTION CUSTOMER: S LOCATION: 11, . Cilwe>n) DWG BY: ENGINEERS-4" W..R. SIELDON A 5 SAC'S. nG Pc .x X521, HCLLYW, 3D, FLA. 33')2/ . pool. 5005.5. '.L113 vertical. except lower Into bottom` oi..tb, • Arc ,*O ", - froth water line to upper :3l>ri.n line,''alla:ved ;only in areas over-3'- 6 deep, ' ' Floor ' lope -1 t shallow end, (5!-0" , dee15 'or less) 1' -O vertical to',7' -0" horis. 5005.7 Pool heaters if `sup lie i bn seper4 s heet.; 5006.0 , Inspection." t,ontrae tor's rei3roti3 "ibili ty to conform ;to this entire'eotiQn.. 0' .. P m. :i - 4.' • � � � - � �. � �� ���� I ' I ItT' J _ . 1 . 'rrrrr 'LuLU l- Uirr IF:.i k- . 1 r . i.T 1' • '4:' . r' • ET TI . sH I1 : iiL. 7 = \��aa� °� ¥� ��/ . .., L ,r t fi** I`` �j :m T;T! ;PIS- �����;�} t ' t} yz 1jS1 � �� f:j 1 ( TD(14A(Zr.-*E: IlyeAdoularopyso.(4410.4eivets'• •JY"'.:" sityr...meityreememalioalyiyouyosy.ao...wieseoesie • 0 1 r _ 12.(.) Ctvnt. • 1 • wAy t c) k G L. r=trIt_72 *1401•47r.aiiiVe1541: Wev. —459 1b5, Ps \ • unir otA t_otry F.:1 17:11:111:11. 110206~66.4.iit.,WOWNOW.441","1040444011‘7,11114019.•4$4,040,0,0400.4464,44"AW}4":44001.0W 41fte,PS4444414. • 9 • RIAF17. e fe.ktlYWTyy 4 " A V013 1_1\ltW":1 Z • 10" RQUU0 VOT3 •1 Di\ Vool • • Tht.0\14-1 lLt AMC.. .1.1.-Vz)01-ANA04-1 10 ) t -WAY - #F 77 1 • sic:: • •••,=. _ . CAI) 10 4 44 Gnin Tij • l e t , x F cr-InIL - Ora' ITIA<AE:170 Ts!)v-ioi • • • .V 'Cto rOre. P'uturr_v-z ust: ....v., T'S -?4••• • 4- • • • • a "o` - 77Tr "'":' cZ" 014p1V101-11MCA 4- - FOR.. . 00 e I Ott rboot ace r rS. Cr P- 1 /2 i t } . 20 3.0 2 no ° t c. 1 611r' l.0 20 .3 -- 3. 4 3 t..0 ;IA L . IG I1 rS ?X 1{ r AN 120 20 3. 4 Ur/ t1 rY RECFPrs 120 .20 4.5* , 5' , b 7 too t.. :: Pumo 22 0 12 0 20 20 / /, 12,0 4.$ RKF'R1G . 9,10 lVArert II ATotlr 220 .20 2.$ 16:0 $ ,11 , 12 .3PA CS 9. 0 /2.6 4,2.0 /2.0 ,Y4 DEPT, OF ENVIRONMENTAL RESOURCES MANAGEMENT, METROPOLITAN DADE COUNTY ENVIRONMENTAL FACIL TIES ONLY 0►PI : gf.'. -13 1'L 0 w'. Aferi FIRE DEPARTMENT REMARKS: PUBLIC Y'CRKS POLICE DEPARTMENT BUILDING LIRE -CTOR e PLANNING A ZONING BD VILLAGE COUNCIL GOIANIA:\r WITH PE 311T;; BY MIAMI SHORE. Iat SUB CONTRF f 1!}r( LNG REGULATIONS WHEELI OR ;IOF THESE PLANS A.RE APPROVED FOR ISSUANCE OF A BUILDING PERMIT CJ NO VARIANCES . 0 WITH VARIANCE(S) LISTED IN "REMARKS" NO OTHER DEVIATIONS FROM THE MIAMI SHORES BUILDING AND ZONING.. ORDINANCES WILL BE PERMITTED, UNLESS SPECIFICALLY LISTED BELOW.' ALL OTHER APPLICABLE STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY ALL PA:,3T)ES. Autf S`gnature •r I -:. -LI CODE .w ?TED E'ARCHITECT, BU" DER & S "'OWI ENGE (F ' P :;PE; FICALLY INDICATED HEREIN... r I • <% 91 tt; • N MA, SOE ILG F iii : , "q 14 U OTATR 1' . • - • ' . 1 ' I._kuTIa HPa O O ?cnAL NlAE E.tt *611 -- 4 itis 644 IN TgflAT Cok1CT pil To ts(10 Fukg, ( ,t, 4e30‹.) THESE PLANS ARE APPROVED. FOR OF A BUILING, PERMIT (.6--Wirrl NO VARIINCES 0 WITH VARIANCE(S) LISTED IN "REMARKS" , . NO OTHER DEVIATIOAS FROM PIE MIAMI S!TRU BWISING A!‘.:D ZONING 0ROINANCESW11.1 EE PERNIITTEO. UTV_ESS SPECIFICALLY LISTED BELO'N., *, ALL OTHER'APP! IDAEHE STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY. All. PARTIES. - .• _ - 0. , • - . Au"otel Svture Dte FIRE DEPARTMENT' PUBLIC WORKS . •„.-. POLICE DEOARTMENT BUILDING; LNRcTQR C ....-..,„ PLANNING 8,'' ZONING 60 . _ VILLAGE COUNCIL, . . , ... , . , APPRQVAL PRELIMINAiY; ' fiNt. .... . .. '.., . . REMARliSt , • ,..-,--, f( r. . .--. ...., .... ...._. ....____ COMPLIANCE WITH THE SOU N SOUTH FID 3 .1 S x.T,E0 BY r" to >c/d,- foormici O'' eCe14 - Kf 2 `/11 5 5ri /tG iOcD 4 • 6.V9 : t � - . ' 1 i AM'? 11A. EiF ;:Q iwg;: APpROYED FQ 4S3U. NC`( OF' A BUILDING PERMIT V ANCE {S) L!STED Ili, 161+' S' +ORES BUILDIN Uat. S SPECIFICALLY 1 ND'E UNTY LAWS MUST'SE -CO I. +I rev A :CES o W O OTHE. E1tIA 0' :S FROM T RDJ AN., LWL BE PERMITT ALL OTHE. ABLE F WITH BY ALLPPARTIES. STATE PUBLIC `,'FORKS PRELIMINARY: REMARKS: fir ( 6 :- fr Avtho 10 S'gn • =Date FINALS COMPLIANCE WITH THE SOUT;; ;1 r. 1.1 U BY MIAMI SHORES p !.:.Cf r: 111 1 .v't; t' 1.t: !'SUB CO'ITRACYIV. ING REGULATIONS WHETHER OR NOT' SPECIFICALLY KS" NINE LOW. PLIE6 O.f i;?;D ItE i;;i "':7.63C INDICATED HEREIN. V 6 0 ' 70.28 a . 43 \ /24,2o _ 5009 .. 1/ 4% /0 inL2T, 4% 9 II , .4.410.0 , I 25'.22 N.9 / /1 ' .1 /4 oi N ■ G1.82 /5 50.00 /4 is /7 0 /8 is 10 It 20 If el 1, ee 14 0 (\! 23 50,00 . 24 coxt, 2-" ..Sca c. / SKETCH OF SURVEY SURVEY of Lots 6 and 7, Block 63, of "MIAMI SHORES, SECTION THREE" According to the Plat thereof recorded in Plht Book 10 at Page 37 of the Public Records of Dade County, Florida, being situated in the Village of Miami Shores, Florida. ORDER NO. 5364 DATE: August 30, 1976 F.D. 187, P. 24 . SCALE: As shown WE HEREBY CERTIFY that the attached SKETCH OF SURVEY of the above described property is true and correct to the best of our knowledge and belief as recently surveyed and platted uncle* our dieection. o' 2 A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.B. 126 Street, North Miami, Florida By: V. Pres. Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida 7: // t. 90 — 0 t. so 4 cO6 CL 0 5 - eNC. (1) 4 2I3 '7.70 O'C, a wa 4 /00. 6:9 n (9.20 4 afRe FENC.0 }esyjX`x..c tis 4 ` 1 0 Y r014 , t. `e..'111 rof! o. 4ALv, 'vasd • • Kv# Art! 1? r� i �. carc � ..•: c� u � ph i NAt VI 4 1A -( .. to :,« `, '-!2 ` ',•v ' ' .NI,1NfA!'r t tO . f ..‘" 1 , k i 0110A:1 . 130 U1n,;v%,ia*a 1 -r/7 $44.14. )& L', 'U.. 74-2910 -a �:T 0 c Fbo L. LITE r•: v. — C- Z -t_o '1-, MCcLoc< • 1 'D00R }^ E1,FY, -p - {Q F N • hi • •; 1 r; P - - 0 p • T7. L L_•�W ✓oc - rn4 r . - O lirEr l ((Rlt1( -- 1 0 • -1'. 7 " PC/INTER PL A . N 'r' P R • -, 3.0 r'.:.:.eXr•..s . 7.3t a; :_ -.w.: p -, POOL .2 r i • • ELEV. - --14 f ' FLORIDA r - ROOM II_ _ . t31r1c h' Srrn L! P F' 1.2 31? rr r 1�, Y j . 11 . t=L ,_Y. 0'r TO C D /0-J •OPI y: r �. er r. i c_: • I00 A P/1 N V L t_._ -- ; C1...rCTR1Gni, r"'tt.t !Cs LOO AMP, PANet. CO? USA 2`, Pooc i r- /,?0 3 .106:-;//-i 2./T/".5; 5 fFcrr t. rT S /A // . UT /77 reC ce Y rs, FAN /,20 G Poo/. / 220 SPR' i.'h E ,C' A/ /r1 P 220 r� 4/R/6;, /20 a . 274", QUTDK. Ec ra, � fri X20 P)/ G/4 •r, f' / / /.:,47't"R -2.2Q /4/2 .SPs( J'Z? - s A 010—vet ' Qi ce/ /I,2 D ..17/ B? , 12. Ore/ ©A / 20 3.0 20 .3 3.o 1 / a0 1 2 Ix 3 U 2 20 y/ a ;Zo'M /oo • / 20 //5 I / 20 3.0 1 6 2 20 25" zs:o_ 1 /d.r/ ' /2' kt (r) 0 , Y 41 di N k 2� Q0 q . `t (( � O �� 0 stspYivt -.4:it '�rrri•x�:,:,yr• µc,:;,R Cavv�,,:; F,.=, df..- .:_ac::..S: ,a:a�- x �y';...: 2-(is i/ A /R.: t- A ,q l 4 .ro....a•n;4'r.'z r-.. + +y r�,..t. ,tic : *to.* asav �y5ro +s ws�rt x rr +t+.., E3• •'A 1 / ±4�CSYa�ti'4'RX' .4erit COOP /J f ),ri / 0 _ •._. - 7 -4 fj , kt . .. +`'�._ .. 4, s'' Ai f. *. r - 43 jr . fray . .. 8 772 5800. WA -3000, SEER =// 9 C P _s 6 $195 N.W. 98 ST:•'HtAIEAtf GARDENS; PHONE 558.142' n , ,'r ., d . :- F` # < • .s. T K, � .. ^ i t t "���: ` '� l'tY f i• S e +r +;'S. ►i•*iY "itit M &' \SSrc'A .s, (NQ." 167 I ARF:Cl DRIVE' 1 kY61 AYNE, 1;X3149::: '361:2523 N � FU Flo /7 /8 vs 79 20 2/ 22 0 J n 23 50.00 ■ 4 24- eo. ao 39' �T - /Y. _3 y 5c,..] /o0' SKETCH OF SURVEY SURVEY of Lots 6 and 7, Block 63, of "MIAMI SHORES, SECTION THREE" According to the Plat thereof recorded in Plat Book 10 at Page 37 of the Public Records of Dade County, Florida, being situated in the Village of Miami Shores, Florida. ORDER NO. 5364 DATE: August 30, 1976 F.B. 187, P. 24 SCALE: As shown WE HEREBY CERTIFY that the attached SKETCH OF SURVEY of the above described property.is' true and correct to the best of our knowledge and belief as recently surveyed and platted under our diEection. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 Street, North Miami, Florida By- , - V. Pres. Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida ELQS- 3 fl Orgeghin NO f, . 2005 Zoning App, oVe E ic Oa5 . • ti 97B 310 /(50 ' 7/3 e i0 /474 70o /.5 ,c'o,e CH 12.25 20.00 /9./5 /3. 24 r ° 0 o N 0 v 4 -4 -A7 , I. t B (o � I ...4 5TEO -3kti k57 /`775 r6 IN 1 / STY C 3 s. e€ 700 ) 57.7 5 C 6 kUaC / 00. /B /3.90 :01PG &11/ 7E/? iJ 27.02 0) 27. 5!0 27.4 / n - - rl X x X X r ti ,' 9 70 \ ./O • a fl • • • "1". • ' • " -:.. .'•.• f .' ..; . ' 2,2. i- • 4/ , •1 .. ... , . .? .'• a A. a‘ '-'.•.... t .= ,1- ;: ,-; t 1-x. ,g_• , ,' ., , t ' t ' f p '. ' ... •,_ 1 ,... _ _,.. • • .1.. , : ..'' i... i,' „. 1 ...4 - . IV , 6. A _ ....A .A.." ' . • 4' '' • ' 4 ••4# ''Z -- •*. ."' iF I.- • r ,....."..: X ..? . ' 3 .- ..-.T 7.•'' 4,...i. .,,, .. , 1 1 .4. A 4, If? 4, 3 b * *t 4 :4 ,4 4 1 ) ' A - . •• • A --,.* 4 .'6 • /, ..sA ,p---;;,, , • f . 'It- '••• - ' i • Av-•••••••••••••■•••••• ""•• , 2 - 1.i. . 4 r*. /e3l e.ea4z -- -t•:;-.- ••::(:). 1 a. 4. • - '6. • 1 1 } 5 • 1 .C..? 4 t a 1R" - • ' - • , Ct c Vi-WM• r 1 1 r -* f• ..1"`• :J.-2; 4 4. - I; • • 8 ' - - -j F t pi- AN 1'5 1 - 4 41, <,:x/ 9 ' / 1/4. (' 1 (1; • 2 P;1•f-e ) _ t. r L i -_____-. G 2 00 6.1•Ai (1) ) / ViO 0\1 1 D R1 I 0 K1 F L A. C. C T z 3 6 - 1 - 0 1 If r . Za 23 r ,iett.5 no ti ire \ I ' - , t) 2. ;"0 * - 30° s A •.; t , t i tit 5 • - - t_ 1.5 .474 2 4. • I" J., Y. I g.• - , 2 • // - f e -L 1 • - • - fst 200 s A t."3 6 CL.0'.:Er • ,‘,/1 1,4,4 ,v‘•=4, 5for PN\.tt 4: I f D < Nj DRyS A. '4, c:A4 ) toty- • r D 1\ii D .FOR PA 1\i -1 4. 13 2./.• 4-.5 p.4 ,J( A /11 ...1;_e_44y • .0 A 30 40 A 40A Zo -' • /pm, -••••••■■■•••• 1,...t.M.•••••••••••■`.. 4 A 3Ct-114:DOL. E: • 2. 9.. •*■••••••••••••■••■•••••••••••••...........a..... A - - - • p • , ..t." ,..LL'aedit....1&.1.i.1.• ;".14.1;,. ../ i . • , 4 _ el( ;L 4 J i ; 71 1.10 E I r 0 VIE %,.› \,/,Att 1/4 ur 313 V( V .4 X C." x_At 2 •■•••....-.. • V.-*••••••••+ ••••./00*0 0•■■.11•••■•••.......*••••• 64 1 - - 1. rd it - • ET A ':;) 7 - ..:: - ' .... -E••••-•‘ i'zI\ I (7.3 t`--- i . _ _ Ia••••• mat' 174 „1...11,0 o • J.,:et. 2' • • ADD1101\A To 1,c)E w OF MR. NIRs. CA\q‘1 r4. E mAMI ajoRwi • - td• • . .4.4 • , • • • . . (?•■EV/S . • " •• 1 .4 .t., • • r „ 4 -. • f•''' T • • • 114' 4- , • 1 6 4 ; .:„° 44 4 104 „•): ‘a . , - are.:1._ , " • -