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262 NE 97 St (3)eees } , 1., .* . -, t ,..., ,, .. • , . 50' g j ,, ;.. • 4 A BOUNDARY SLRVEY 1 hereby certify that the re- sented hereon meets the minimum technical standards set forth by the Board of land Surveyors ursuant to Section 472.027, Fla, Statutes. There are no encro c ments, us erlaps, easeinents appeari g on the Plat, j.br1h. s show reto. te' , 44-1C1 fla. Land Sufs • or No . j-106}^e;l n i i4 I DRAWN BY 7 •-•-•-■ DR1/4 192 - 62' 1 A N N E 5 and GARCIA, ENGINEERS • LAND SURVEYORS - LAND PLANT::: Office iddress:359 Alc_azar As,enue, Coral Gables, Florida 3)13,4 Mailing address: P.O. Box 561131, Miami, Florida 'Y' FLOOD ZONE: X • , 0010.,a1e3 • \I) J 4 PROPERTY OF: Pohovey, ..cominpow410 t • Not valid unless embossed with Surveyor's Seal. • 4 ' 1 ; " , • , • " • . -• „,•.•".41, ' • ." ;: /2 / OS 0 • ',This property described as: 1.aot and the West xi of Lot 4, IBiock 30, !MIAMI SHORES, jaccording to the Plat thereof, as recorded in !Plat Book 10, Page 70 of the Public Records of Dade County, Florida. 14ote: Underground encroachments -,and utilities, if any, not 0cated.. Fence ownership by 'oilsual means only, legal ownership not determined. /y 1 rd.r. 50 44 4 t•4 1P . . • " . , • / H os• /5,.. I c:2C:;,' (2/N/. rCArer4 1 • • Certified To: M and M Title', Services, Inc., Commonwealth' Land Title Insurance Company, Pohovey, William L. and - S & E Mortgage Corporation, its successors and/or assigns, e William L., 262 N.E. 97th Street, Miami Shores, Florida 4".!* • r 2/� 5 ) 7 ', oo. • I I • 100 ; 41Z,0 loo `. 'i ( 4? N SZ ' 1 l, t .? ( 0 \ - - -='-` 1 4 V - N \ c 1 4 1 /0 iO I c \J \ r 1 4 V \ \0o '4, `, I 0 & ° \I 1i+ ,q `: �O t \,,,1 r _ , -; '4 • 6 . r � f r \ 1 /, S' A N • f VOLTS: RANG MAIN G0f2 4,1/ 2enn PANEL A Maki? SI.FfiACE TYPE' `ErA1 - MAIN EKR Q DE3CRiPTIGN dr& Ct'OZ �iK�1 1 TtRKRAtOR IP 20 4 V2 2 D131111A31aER IP 20 S4 V2 3,4 RAZE 2P 40 6 1 5,6 A1#1 2P 60 6' 1 1,S ACU 2P 30 10 3/4 9 131004. IP 20 4 V2 10 AFP1-IANCE IP 20 14 1/2 11 AFPLIMCE 1P 20 4 V2 12 APPLIANCE IP 20 14 V2 13!4 DRYER 2P 30 10 3/4 21 P001. PUMP 2P 20 t2 V2 22 FOOL LIGNt I 20 2 VZ 23 SPARK 24 ,Sp An v / ,oft ki4 4 �i,�T"ftCC 2Q' fieyre SITE PLAN SCALE: 1" : 20' -O' (4/ t ?7. T i er. MWeL 0 k‹ 0 m �lE� � X 11t�. Ce: tA. V1I11 -", /�vQCi1 el6-' - O 5- i 11�T - k A J = W7"'3 ,4AJ 7 776 X6 r 1/2 &F L 9 r 4 i'4/ 4A41 PzA-r < /e), LOAD CALCULATIONS CO LOAD GENERAL LIGIIt71G !100 9F. X 3 3600 WATTS WALL APPLIANCE 2 X 1900 1500.11 LAUNDRY • 1 • 1900(11• 1500.11 5116 -TOTAL • 3000.11 • Wt. 8100 3000.1.510011 • 35% NET CCilPUTED LOAD. ELEC. RANGE • 10091• D1311u1A3F R • 100%• A/C •100%• POOL PIJt'IP, Lt 1 1001 • REFRIGERATOR' 1100%• GAR13AGE DIfPOSAL • 100'IG DRYER • 100% • ACU • 100I • TOTAL. 40,2?51,0 / 230Y• SERVICE PANEL SIZE mow 300011 118511 510011 8000.) 1200.0 1 2,30011 1 oY1w E'00 500011 ';625 .410,Z 1 - 75Ai 200 Al 119 TIMER F' MOTOR CKt 21 tz27L.DECK TOPPING CH 4' ccNGFEtE 5LA0 ON GRADE. FE NFORCE SLAB WI TN 6' X 6' 1 1010 WIRE 1 GG v.CEPIL i k 6' GLAZEO CERAt'DC �. WA TE NE TILE FETURN FITTTICs3 1143tALLED i'0' to 2'0' BELQ.J WATER LEVEL ILNITE MARCITE POOL FL43TER WALL AND FLOOR MACE F�113H. TYPICAL WALL SECTION rare WATER FROGF JUNCTIGN BOX. RIGID MTL PPE SI'PCRt LEG CRi\'tN INTO 8tAV LE EARTP. F'vC LIGHT CCNDUit CavNECtED WI n4 JJNCTICN SOX (- NON-CORROSIVE LKsHt HOUSN5 WItN I4..PLACEAF3LE 300 WATT CAPACITY STARS Ate 5 F'OOt PIGTAIL vin I:FAP FOR SERACTIG LIGHT CN 5u,cFACE OF DECK COPPER GRAND ANC.t$ED TO N1CNE- eRASS GROW) Wi 'E CLAI ANCtI ; EO TO WALL STEEL WET NICHE LIGHT DETAIL N.t.B. SOIL STATEMENT FI Sk ED SOIL DEARING VALUE FOR TI-113 POOL 13 2000 KS. SOIL CONSISTS CF LIME ROCK AND GRANULAR 3AND WI f N TRACES OF 31-ELL FRAGMENT& 20A 311 L 3 ,1 2- I/2'C 0 0 6' X 6' THICKENED 51.A8 EDGE t! 20A GFI RECPt. � LiCNt 14/2 SJT •I'C POOL. CKT 22 1 - BAR - Cart a`1JQJ3 6' WALL 1 6' FLOCK '3 BARS 12 O,C. EACH WAY. CENTER STEEL W WALL Fc'• P31 Fye60K31 3.2/0 tR!J -2' C 2004.11 120/240v 1 'PNA3E PANEL 24 CIRCUI - ELECTRICAL SCHEMATIC KEHLEIt ENGINEERING SOCIEI`i'LS, INC. a L N O 1 Y Y: E AS R S AQUATIC ENGINEERING STRUCTURAL ENGINEERING COST CONSULTING S a na Q3cCii5D 62 1.002 OTEEL CLEARANCE FLOOR STEEL SHALL MAINtAN 3' CLEAR FROM T1-6 EA,RTN 8 SIAVACE AND 2' CLEAR FROM TEL V.;,cFACE 10 SUB - PANEL 12 VOLT TRANS - FG1 1 R SOX MP.,'41 t0 tANI 9tFd11 FR1J1 amcNstE 0..PE3 ENCAvE• 1-tEtT TO PROTECT PvC CCNOUlt FRCti GRASS MAINTENANCE. 1• PVC COND. 4/3 SJT W -A DBL. INS. W/P 1 '4 LIGHT CORD GNO. LUG IN NICHE 200A FPL SERVICE SEE 311E PLAN LOCATED INSIDE EXIST ING RESIDENCE #8CU GND WIRE INSULATED L i E r i CA*1 NOTICE TO BUILDER MARCITE PLASTER POOL. SU•FACE FN1314 TILE v1510N 11Aq(ERS PLACED ON FACE CF STEP RISER '3 At ON CENTER FEiFFORCPIG STEEL TO PIN CGNTIIUOUSLY N AREA CF STEPS. TYPICAL STAIR DETAIL l' • i'D' POW TO MATCH POOL NTERCR MAXIt!J1 DEPTN •`I BE LOW WATER Not cv \� 10 EXCEED 24' TILE vISiON MAFf(ER9 COT/WING N COL POOL INTERIOR FI'N131 PLACED 11U4-1 W/ WALL CN FACE CF RiSER POOL SWIMOUT DETAIL 1'•1'0' POOL FILTRATION SYSTEM EQUIPMENT SCHEMATIC O N.T. , U - PvI'1 � 1, 10 1}!E sot OF OUR KNOH+LEOGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE CRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH FLORIDA 8UILDLNG COLE. THE CONTRACTOR SHAD. BE R ESPONSBLE FOR VERIFYING ALL DIMENSIONS. AND FIELD CONDITIONS PRIOR TO TI-I£ STAR/ OF 114E WORK ANO NOTlFYINO THE ENGINEER, Al ONCE, OF ANY ANO ALL ERRORS, DISCREPANCIES, IRREGULARITIES. OR OMISSIONS PERTANiNG TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. , 12" 6' -1 1 / PROJECT NAME SWIMMING POOL LONGITUDINAL PROFILE DETAIL '3 At 12' GN CENTER ITER • 2' FROM WATER $ 15 WASTE TO LAWN 3FRINLER SY31EM PVC Fife NOT ALL Sati11'43 Poo. PeN43 SHALL DE P4-Fill IXN- 14.1ACE0 mit At R DYED FIFE SHALL DEAR ASTi9 NSF POODLE WART R LOGO. VI•TLpJE at FOOL t1Js 1 -1 SLOFE SHALL NOt EXCEED !KW VERTICAL N 1 FEET 1aC!2'ZONTAL. ANTI- vORTEX MAIN GRAN AS5F3 - ieLY n 0 6' THICK P1E PLACED CONCRETE 3PELL.1 AT 11 N. O.C. 'CENTER STEEL CJ FLOOR AND WALLS 2 HYDROSTATIC VALVE- WILLIAM L. POHOVEY RESIDENCE 262 NE 97 STREET MIAMI SHORES, FL. F'OOL DATA POOL AREA 414 eQ, p POOL PERIMETER e5 UO. POOL VOLUME J,I44.At -I, TURNOVER RATE 4 POOL PUMP N.P. I 1 -1P 11-11 POOL FILTER 101 e1Gal1 DECK AREA S�3 UPLIFT DATA TOP Of POOL WALL ELEVATION LESS POOL DEPTH ELEVATION AT MAN DRAIN COUNTY FLOOD CRITERIA DEDUCT MAIN DRAIN ELEVATION FOOL UPL iF1 FORCE DEDUCT 2'0' ALLOILED FOR USE OF 2' HYDROSTATIC FM.9.12E RELIEF vALVE FESULTANt UPLIFT FORCE 3LAF3 THICKNE33 REQ'D GENERAL NOTE$ J.14. CROCi E'r'., INC. CPC- 0102$0 CGC- 006535 2700 E. Oakland Park Blvd. Suite C Ft. Lauderdale, FI. 33306 (305) 565 -1651 JOBS No. DAT1 CRAL'.N 8Y 6GALE SHEET Mid /JJvri AS 81.10UH BNEEt I CP - 11.00 6.50 Gield O. 1 --2.00 rl, 6 13011. BEARIN3 CAPACITY 13 FT SU1'"ED to BE 2000 P6F. VISUAL INSPECTION FEYEALS 9 ANO AND LiMEROCK 34.69UFFACE CCNDIT1C443, 2. ALL STEEL SHALL, BE A3TM A615 GRADE 60. 3. ALL CCNCtE SHALL HAVE A COP'' E38IvE 8t ?iGtN CF 3000 P31 N 23 DAYS. ALL SNOTCRETE SHALL PAVE A Ca'f'F 3SIVE STFIENGTH CF 3000 P31 N 28 DAYS, 4. ALL ELECTRICAL WON( SHALL eE DONE N N ACcOFDANCE to rN TPE BJ:.BC. AND ARTICLE 630 NEL. ALL 43c440 WIRES SMALL BE NO LESS iHAtJ A'S COFFER ALL BAF COFFER Win CCWECTICN POINTS 3NALL BE PROTECTED W/ APPM MATLE, ilE CC TRACTOR SHALL INSURE THAT AN ELECTRICAL OC.NOING NSF'ECTIGN 13 CALLED TOR AND APPROVED PRIOR 1O F'LACEI-OT OF CUNCF ETE OVER TI E BOND 11.1n CONNECTIONS, CONNECTIONS DIRECTLY FROM THE POOL LiGNt TO A tRAN3- TOWER BOX 13 FROHi6ItED. ALL PETAL PAR19 iN iF-+E POOL AI`<EA, N ADDItICN TO ALL METAL V . DOCR3, WND0113, SCWEV ENCL03Ups9, CR OttER ITEMS CONTAINING 1 tAL 1 1HtHN A DISTANCE OF 5'0' FROM THE WATERS EDGE, 3NALL AL30 BE G,QOVND1=D Kat-ETN G KELLY, REA'1 A STRiGtuRAL/CtiIL Ei0'vE"LR FLA, FEG4TR41104 NO, 5645 KEIaER EN0PEE,RNO ASSO:; RN. 6813 Sill bat S tit {Atu, iL.CF50A cif DRAWING NUMBER SP-t 3 OUTH MIAMI GRAPHIX 584105 RAISED WALL & WATERFALL ELEVATION 41- ou KEHLEIZ ENGINEERING ASSOCIATES, INC. 0 ' E N U I N E E R S o AQUATIC ENGINEERING STRUCTURAL ENGINEERING . COST CONSULTING LO ; 2- 1002 GI(IDA Og 143 �t2� 1.24° - 4' -1.24 +i2'.! , • SWIMMING POOL CVIP 4 �� � ; � I I I e �� POOL DECK J.R. atocKETT, INC. CPC-010280 CGC- 006535 2700 E. Oakland Park Blvd. Suite C Ft. Lauderdale, FI. 33306 (305) 565 -1654 1 POOL & WATERFEATURE LAYOUT PLAN SCALE: 1/4' : 1'-0' NOTICE TO BUILDER �u f �f TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE iNFOR— MAT10N CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANOAROS SET IN THE SOUTH FLORIDA BUILDINO CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIcLO CONDITIONS PRIOR TO THE START OF THE WORK. ANO NOTIFYING THE ENGINEER, AT ONCE, Cr ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE • SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. �- 4 EXISTING RESIDENCE PROJECT NAME: WILLIAM L,. POHOVEY RESIDENCE 262 NE 97 STREET MIAMI SHORES, FL. J JOB No. DATE CRAIN0Y SCALE SI-EE1 MKM- E4,4EY.J 2 ./3 , "12;4 reemelier P et / KENNEn4 C. KELLY, PE11 L.S. STRIjCTLRAL/CIYIL EvGNEER FLA REGISTRAT'GN No. 5343 KEHLER ENCliNEERNG ASSOC, NC. 6813 5111 8181 STREET i I1AMf; FLORIDA (3 5) 661 -8515 DEPT. OFF . REG. No. ES00124654 a _14- C Kam . KEL1Y. . DRAWING NUMBER SP -2 tvJ F'e`Ac: 2 1k 111 )* 1 I N � � - } I 1 l `- lu VIA IA/ 2 111 I Y q0 SHEER DESCENT PIPING SCHEMATIC tg r SHEER DESCENT PLAN • 2 SHEER DESCENT ISOMETRIC SOUTH MIAMI GRAPHIX 584105 1 SWIMMING POOL t:=1 \/,A GL- M TYP. �� (�) Fraty x; POOL & WATERFEATURE PIPING PLAN SCALE: 1/4" : 1' -0" 2 PCGC., 2" klAi k) beeNt L1(! (! L1' ll 2Pet (2 uLJ LL 1 1 -- 7 ,etlf 7 14 L J C KENNETH C. KELLY, PEJPL.B. STRUCTURAL/CIVIL ENGNEER FLA R!~G;9TRAT1ON No. 648 KEHLER ENG1NEERNG A550C, 6813 9111.818T 9T! ET i' i!<4'1I FLORIDA (305) 6b1 -8915 - • DEPT. Of PROF. REG, No. ES@0 4694' KEW4;ET14 C. !CELL KEI-ILER AQUATIC o xM SOUTH ENGINEERING ASSOCIATES, INC. o f N G 1 N E E R S, ENGINEERING STRUCTURAL ENGINEERING W T ®Lg4 W4"i� 4 MIARAII - 6 - 8ve VP,LENFIt 3 (B BD COST CONSULTING 143 J.R. cIOCKETT, INC. CPC- 010280 CGC- 006535 2700 E. Oakland Park Blvd. Suite C Ft. Lauderdale, Fl. 33306 (305) 565 -1654 NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE SOUTH FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. • PROJECT NAME: WILLIAM L. POHOVEY RESIDENCE 262 NE 97 STREET MIAMI SHORES, F . DATE CR4 N BY SCALE JOB No. 91:EET q /7/ MK/-t4t_ 4 it-e41 3 F: DRAWING NUMBER - SP -3 aY: � may: -.!r. +Yy ff h. 5k Y .. I LJ Lv, - a:v FIRE DEPART:.E_.I PU3!_IC \'IO S PRELIMINARY( 14 5;1 , <2:1 t Ad 1' PM.AN$ I,IE ',PP U L. , 4t2 l iSUA l E O,', A BU1I,DING PERMIJ TN 0" ;' "� '` ri 11 ' M '\ E(^) 1_$STED IN "REMARKS" NO OTHER nE':'IAT U ' , >F<; El.I!I.DING AND ZONING ORD!.' ;All , s ■,`,1' l EiE r . 1, I SPFrlUICALI_Y LISTED BELOW ALI: OTHER APP 1C' 3' r I = ) r,U 1 111 LAWS MUST BE COMPLIED WITH BY AL.l` PARTIES, APPROVAL :=)MPLUANCE,WITH T' E 3U1; L ( MIAMI SHORE; '.1" i .YR & B CorRACi.. ?_. R,G REGULATIONS WHET ,F_R OR NOT SPECIFICALLY INDICATED HEREl1y.; �ll ".ics \Ir , i ,..4NPOT JOB NO. DRAWN BY,_? \\,/ DATE ` " � l . SHEET NO.� PC nF Aa1, E:1" 9 'Pt swr I /a" PLAN OF SURVEY e P F-1 C - 7 E5 . 00 TA 0 o _ 's s 1 e ao' 2 C . 2 1-3 E 9 7 " I — .00 1 1: 20 J '••• • 2 7.1 P •-1 • t t 1 11. ?Se. • It t 4 0 0 d_b 0 r9 VI Pio* 4 SCALE e's 2 0 ' N .•••■••*••■.4444.1 4•1141•04 -...amintossamarawatomotal~~.41 • : -15 LOCATION %ETCH SCALE *I a 100 . l �: --,,,- 1S / 2 � r-- VI ) ' ' 1 .. 1 I i 0 I ti ,,7 .., tr I c I I 'Sp , is 1 In �0o. p' i 1 L . ') 1d 40 1 1 a - to •.) O , - �' - 1 T I ' _y r 1 3 : C� • `] ,r 4 t) -1,?, 1 4- 'o to 0 - - -J N J (�... ... r LECA!, I)ESCRIP'CION :1:ot 5 and the West I of Lot 1,13Iock a11,AN AD11sNDED PLAT OF 1+11AJH11 SII()11ES S1:C'ITON No. ',according to the plat thereof ns recorded in Plat Book 11),Pnge 70 of the Public Records of Dade County,Floridn. - GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO N,LA. DATUM. 4) LOCATION AND IDENTIFICATION OF UTILITIES UN AND /OR ADJACENT TO THHE PROPERTY YORE NOT SECURED M SUCH INFORMATION WAS NOT REQIA$TIO. 5) THIS PROPERTY IS WITHIN THE LIMITS OF FLOOD ;ONE X �, .pr+rsorwrwarf ... .. FOR :Carmel Ann Cafiero DATE :Sentemher J 5,198r APPLICA•LE ZONING, UNOEROROUNO, ZONING. ANU .U1t,OINO %1ST PAC3SS , MUST EE CHECrtfQ •Y OWNER, ARCHITECT OR GUILDER •IPORE DESION OR CONSTRUCTION •LOINS ON THII PROPERTY. CERTWWIED TO:Attorneys' Title insurance Fund and J.I. 10slak Mortgage Como. - ,'' '. ` =. • 1 IIEnEBY CERTIFY: That the attached Pion of Survey of the above described property Is true M T �� r and correct to the bat of my knowledge, Information and belief, a recently surveyed end . g platted under my direction, also that there are not above - ground anaoechments other than r ;a thou shown. Thie survey meets the minimum technical standards set forth by the Florida x := + -- •'':'' Board of Land Surveyors pursuant to Chepter 412.027 Florid* Statp CONSULTING ENGINEERS fj. y 147 ALHAMBRA CIRCLE No. 230 ' f D LAND CORAL CABLES, FLORIDA PflgFESSIONA SURVflYafl Phone: 13051 448-91118 TIN 13 A BOUNDARY SURVEY CERTIFIC',TE NO. 3590 STATE OF FLORIDA NOT VALID '.S SEALED WITH AN Etti1130S'' RVEYOR'S SEAL MIA M I DADE BUILDING CODF'COMPLI INCE OFFICE (BCCO) PRODUCT CONTROL DIY, SION NOTICE, OF ACC,PTANCE, (NOA Fuji Alunuuunt'Si.Slrftrs, Inc 7184 N. W. 77t Terrac Terra t, Medley,,Florid4 33:10 1 i 3 rl r I s (a s SCOPE:; f ' ,� i 1 : lip?.' r� t�tih This NO I } f F! ' t i l •t b n uec rid r thea liable A.44 P.04$1,9_4: if i �. , �,. t, ; 1, , The doc is nenta0on ss subn4 e has been eviewP Miam; ,t : n + g ue�o corts e tioz� to t as the Authority Having Jur ;$diction (AHJ) ` r I , S it I a� Selo:, , K This NOA shall not be lid after the ex • iration date d statew'he M }ant D„de., County Control §i Division twin Miami Dad County) and/br th (ut ar as{otl}g an n�ii'� p ,ad;C un( y)` r es rveltl ' to 1 I. the have this produ or, material. tested "for quality assurance purposes, "If thts`product or material; fails to per in iri i the accepted manner, tli manufacturer will inc the experise' such■`testmg • and the AHJ' niay.` iin nediatel Y . ' revoke, modify; or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,aif it is' determined by Miami -Dade County.ProductControl Division that this product or material fails to meet, the : requirements of the applicable building code;, .e A k p A p A COU I'. F • lYi ` I' r. -1 0, ; ADB FLAGLBR BUIC DING i 40 ,ESTAL''A ,SUITE 1603 ' ` 1I F LORIDA 33.130 -1563 rt, (305) 375 -2901 FAX (305) 375 -2908 This product is approved asFdescribed herein, and hasbeen,desi iipito com Zone of the Florida B uildi1 g Code ' . DESCRIi i ION I f 1 f ? - >;..! ,,t S �•�, } •r a .�'� I f + a .,�tK ANSA Residential Ber(ba A.luluwuni Acc 1Loa I∎, ( K , i 4 . 1 f ;;:; f X : -. 1,4 1, Ii I i i t a, j ;. , °r, :.i 1,.:'-','I r F 9�., APPROVALl),OCUME i y c, ' Drawin F lo. 2271 Filed S r ' g Q r . .. t � .�R Bertha Accord $F utter ',,sheets k �� 1 through 10 o f :10, prep ,Ired by Tilteco, Inc., dated April 19, 2002, bearing the Miami-Dade County Produci val stamp y the Notice of number and roval:d to b ,the Miami-Dade Coiu t ProduetContr. , ,olDivisioji • Control Appro y y MISSILE IMPACT TING I and'S ivall M ss>lleluit ' , e i r.t �I. .RA, (f arge r: , A, rfFIt'? °aKt c� i+ { L 1tBELING .1 acn u bear a perrnanenl tabel wi p ` r, : V { , , ,. j 1i,the RA,R er's nar1e o lP,89,'.9, ity stand tho tt • � ♦ "2 h.Y'- 'l�i,l �� . a ' ti � ( 3 �� te a following statement lyll I u =Dade County_ ' Product Control A toyed " unless othc ;:'t Qp.. r rvvJse doted herein RENEWAL of this NOA 7 , be considered after a r enewal; application hasbeen filed and "there has bcen no ',� a r, . r r l change in the applicable building code negati affecting the performance of thus. roduct. ; TERMINATION ON of t NOA will occur: after'the'expiratton date* if. th co,bas been a revision or change in the materials, use, and/or manufacture of the product or process: Misu$e: of this _NOA as'an.endorsement of any product, for sales, advertising or any, other purposes shall autoniatfeatly terminate this NOA. Failure to comply with any section of this NO shall be cause for termination and rernoval;ofNOA. ADVERTISE1fENT: The NOA number preceded by t words Miarnl Dade County, Florida, and followed by t e ' ekpi nits entirety. y be displayed in advertising literature If any portion of the NOA isidtsplayed th it shall INSPEC1ION: ` A copy of this entire, NOA shall be provide to the user by the manufacturer or its distrib and shall be ay ailable for at the job site at the request of�tl e Buildtng, OffiCial : , , ..i.!..,, 1 ,inspection ,a t c i f � � : • This NOA consists of this page 1 as well as approval document mentioned above.`: The submitted documen ation was reviewed by Ileluty'A'Makar`',E ;' ` OA No 02 -0531.08,' lratiogDte: 06/24/2 t i prov41 >Jate: '06124/2002 . paged • 1/4• • I - rrvdssz..c4ors I , Nair Et201 - - @ LOCKINGPIN - scALE: J/rs' s•. EA _ _ • - WALL HEADERS ALL HEADERS Orm:R USE) SCALE: .5/61 - _ MALE:LOCK_ SMT - SCALE ..1/8 =! 0 4 77 • .123 _ r••WiyES. SEE NOTE DC • . -" _. .. _ , . - a' Lift / u. m •-o• swrrur &CADE 1.12■077- 0 11 la% MR SHi.17 131.A.X LENOT111 GREATER 174I 9e-0 UP TO 12 - A 555' ----1. - 2291! _ - 3 WALL HEADER WALL HEADER OwEvED USE) 'SALID ALTERNAteLbC*ING PIN scALE 3/8' - - FEMALE LOCK sar _ • SCALE: J/ '• 1' _ _ - - 1.We r -1.610 . COMPONENTS . . _ ® CEILING HEADER 7. SCAM .Y/8" ■•• *k..1.59 - ;-" SILL ADAPTER 0 BOTTOM' BUILT-OUT OF FEMALE END. SLAT J STARTER STRIP - - sc.4c6 3/3--- 1 saALE. r .yAs• r• UALE LOCK SLAT SCALD „7/8 1 . _ - _ - -tworir ELEVAT)Olf LOCKER 0.477 -fiXot-r - 2.7M sov_• 3/8 1' Sk 477_ SILL ..1 AV Aide RESIDENTIAL BLADE 5C.ALF: •• .1 A fithiDENTIAL- BLADE t • :c•a2' - 7 ri 'I " ® LOCK CLIP - 4 1.04 3/e 1 FEYALE LOCK SLAT S,SA.LE: LIA9' •-• 1 --je--.123 T - • X:* ALUA ANGLE - - -2 scAte j GENERAL HonEs.. 1. 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S M. S. W/ 7/46 - • r 7/8 _ NYLON 6ust11AC 114 x 3/4' S. S. S. N. S. 0 9' 0. RAwt CALK -IN ANCHORS (SEE SCHEDULE ON SHEET_ 10 & NOTE 7 - ON SHEET - 1) ; -- sEE hVrE •- CLrlCRETE ArlaraQs (SEE SCH£DCtf c .941:17 10 d hC;1t 7 Ow SHEET 1) �- SEE SCHEDULE E FOR -- A SEPARATX)H • TO I GIASS QF O35711.G WINDOW OR S G D. —J Av n , II 11 11 I1 u n SECTION A sc'L£ : 3/8' 1..500 S LC S W/ 7/!6' • r 5/d' LONG MICH (r Tcr' L`TEIOR) OR I - TT CONCRETE MCI ORS . (SEE SCHEDULE ON SHUT 10d NOTE 7 • ON SHEET 1) WALL 11 0UNIING INSTALLATION 11 , II 11 11 11 c. /to x a S. s SM'S. w/ - 7/16' s x 7/8' - NYLON BUSHING Typ. TOP d 801TCJJ (LYTERIOR) & 60r1v d (l1,7ER'oR) POURED CONCRETE REQUIRED C -111 ANCHORS (SEE SCHEDULE ON SHEET 10d NOTE 7 OH 9-tar 1) • REMOVABLE: FLOOR MO U TINE - INSTALLATION - SECTION SCALE ,3 /3- = 1' * ALTERNATIVELY TO 1" x 2' Aa MCLE w/ ANCHOR, DRILL HOLE AT TO INSTALL RAM. CALK-IN AT r 0 . COVER HOLE 4TH NYLON CAPS. - rvx w c,c.�n. -z It F£ p(� /10 r J S S S IV. S W/ 7/16' • r 7/8' MICW St1SHINC /l'. SOTTO1) /10 x J /4' S S. S N. S 0 12" 0. -C. T)? ESL SIDE ," x 2' x .12Y Conl. AL1.1411N I ANGLE (506J -T6 ALLOY) EDGE Dr SUB IF APPLI - COgC -R T£ ANO4CRS S K S w/ (SEE SCHEDULE 7/!5' 0 x J /6' cw SHEET 10 d LO'+.^ W i cC NGTE 7 COI S1rETT 1)/ 6uS NG / (r);.. Trio aTE - Ice) 1' a G POURED COhCJi£TE OR CCdoCRE7E BLOCK WALL R£DUIRED d \ 1-- SE SEFARA TAI r scut Iia4-^ 1 1L41. 1 CUSS WINDOW O c.D. 11 11 11 I1 u n SECTION Al sc3LE : s /8 = 1' 1 x . 3 . S S S W. S W/ 7/i 6' 0 x 7/6' 1111.01 et/SI-Ohl Typ. TOP d EOTTL J (EXTER,OR) BOTTQ11 OPETT gR) WALL MOUNTING INSTALLATION E O . . EDGE' CtSTN+X (S I SaILDLtf ON .9 6 cF to) roTE FUR CY:.I.CINATXk1 CF S.`tTX,YIS Y/ C '/tZ LioC A$;t,' 1rC SELTIC3YS CAY E£ CG4.taxL7 Ikj MY r TO SLIT ANY AISTit1LlT7OY1. R£00IlRED - POLPED CO' -PiTE REOL¢'fD [—SEE SCHEDLCF FU4 --+ ;At sEPAR4TXI4'S' To cuss of EYRTY4C WV001 OR S G 0. /0 ' M / OR 3/!5 • AnJM. POP PrATS 0 12' 0. a ALTERNATE LOGATTCYi FOR TO? UP FASTENER EC - ccrx»TF A YG/ fO tS POURED CCr.CRETE (SEE SC7f£DUL£ CW St FEET 10 d NOTE 7 ON SUE.Er 1) (SFF St7 �F ?T E CW 94E17 t 0 \i t NOTE 7 Qr' 9I 1) n Q E 0. /10 r 3" S S S L S w/ 7/16' I x 5/6" LCNG N1IOY BUS, 4199 (rya- TOP INTET?1CP CEILING & FLOOR MOUNT. INSTA_LLAT. - SEG "J ION B SCALE : J /8' = T • • /t0 r 3" S. S S. A/. S W/ 7/16'/x7/8' Mtcw BCtS7iiNG rkv Tie_ & 0017041 (EXTEA7G14) .k* oo rro.v (iNTERIcW) ,0 J 4. S. 5. 5. s OR /16' • Nu•n. POP R!Y£TS - 0 12 O. G t E2JG£ OF SU8 ' IF ME'UCABLE Appr a; coricin:.p, l.rth tic Florida UoiJi g t:Ude Date • . – } – ZOO MI MI Die Prod a ci Coat ro DIN MIA41I -D4DS COUNTY / - IiLiE _Q l td c TTL.UT TL T I±o r 0:100, ANY r . - + 6 rt c A R A iL $$a 1 r7, 4.cra Mc+7cs rtovi J ' ' (ziJn -rv6 , a (mg:N•n - rS:r CB-0006712 -. - WATER A. TUJT .k., P. E EFOR10.4 Lfc. / 44,67 ASS/ / RESIDENTIAL BERTHA ACCO?OrON SHUHEN = FUJI = ALUMINUM _& SHUTTER, -JNC. (S4 j 233) 7154 N 770 TERRACE Aff2YE>: fICArC! 3..1165 .- rL P► - - t a rt AS SHt2MN SCALC 4/19/02 OA Tr . 02 -271 ORAwiN0 Ne slr(FT 1 of to - - '- POURED CONCRETE REQUIRED POURED co. OR COW-PETE OCX WALL REQUIRED 1- SEE Sat'EDULE FOR SEPARATION "S TO CLASS OF DOSTIND MA NO0 W OR a Nichcfis (sa socatt i �T8 Jr NC 7r 7 ON .2 CET - • 1/4' 0 SS x 3/4 PAN iE40 PNIELIPS 6OLT3 W/ nur 1 CONCRETE NYCNORS - (SEE SCHEDULE ON SLIEET 8 dt NOTE 7 •' ON shrur 1) • - 0 x S. S. S 7/1 6 0 5 L i` ertCN (Typ. Tr:, kavico) 7,/7e Je 7/8" "fn. • _ DUSLIiND (ryp. TDP eOTTOK EXTERIOR ) Bo7ror4 kyri:Rrop) /to x s. s s " OR ...T/:1 61 0 Nvm. PCP. R11,17S 0 12 0. a - 1/4' 20 SS x 4' PAN H E0 Pt IlUIPS DOLTS Ye/ t,vr 0 12 0. C. TrALL- MOUNTING INSTALLATION (BUILD—OUT) — SECTION C SCALE : .1/8 1 ^ - - . . • . . . _ IL ECOutic. TlJrT TE.5 Li#OINVER1NO (XXV' ANY loos XI SIM 2.. 1 17. 11.4.114 CMCOM fiCrICA ...1J 1.1 (74.171 - Jsx . f r imp 1_8 -0X 67 9 _ - - - --L ve A MUT P E FLOR1CA Us. / 44167 ASS A / RESOENTIAL. 6/ER ITO ACCOROK.W .5.1-,W TER FUJI ALUMINUM & SHUFTER, INC. _ _ _ (Ass4 2.13) 7154 N. w. ntli TERRACE wrOtEr. FLORrCA 3.1166 WIC A* / - 4 AI IT 7. .. AS 5ii - STALL 4/15 6247 sHar -.I Of 10 • '- APR TYPICAL _ELEVATION _ ti. s. E 0. = MOE DC5TANCE (SE• SCHEDULE SNEIT 8 OF 1 0) NOTE FOR COATEkNA TK)N CP SECTIONS : - WALI /1100R/CELGY0 110UW17NO £C7?ONS CAN EfE COL aNED IN ANY Y T SUIT ANY INSTALL 170N. ■ Apprul vompiyIng 141(1) tlx Flo rida Flaiog e Date 66 14/ too NOAti ... 0 5 3 rni Didt Prodoct Control 1. 3 eY_ /44g/Arwel‘_ MIAMI—DADE COUNTY - © O y,} 3/'IN. 'r FOP un O? J / 4 . • 4 . I SS. O 0'0..0. :( CASE 1- 2' OR J' x J' r .090' ALUI/1NUII TUBE (6063 -T5 ALLOY) • • 4D 0 OR REAR * 0 O 1'x 1X.125 Cont. Num. ANGLE (6063 -T6 ALLOY) _: OR OR (BEYOND) (BEYOND) (£+FROND) 0 • 0 REAR * HOOR rrcwO) (en -two) T x 1' x .125" Conf. Alum, ANGLE (6083 -T6 .ALLOY) J /16' 0 Ncxm. POP RIVETS OR / 14 x J/4" S. S S AI. S. . 6 0. c. (TYP.) CASE 2 • 0 4. . A 2'x 2'x.125 x J' r ALUIILYU I TUBE (6063 -T5 ALLOY) (4) 3/16' • Num. PAP RIVETS OR 14 x J(444 •■•• 2 ANCHORS EACH ANGLE 0 'i • lb r » ; • lel o • 0 O REAR * OP. O CONCRETE NO2rORS 0 9' a C. (SEE E MOTE 7 ay S-4EET 1) ?' x 2' x .125' OR J' x J' x .090' ALL.MINW MSC - '(6odJ T3 AUOY) POURED CONCRETE OR -'-- - - - CONCRETE IX OCX WALL RECANRED - (scroN0) _ _ . J /d' I 1001.1 FOR LOCKING PIN SECTIONS E SCALE.• J/8 t 4' 0 -20 x 1' LONG • S W. S 0 1110H ?GXT OF O O ! - Rc+YT GYt FEAR (7).2.) etOORO 0 , * © OR@ (9£YYNo) SECTION D SCALE.• 3/8' - 7 3/ 6' 0 Alum. POP Rfr£75 OR / 14 x J /4.SS.S W. S. 0 6' 0. C. (Typ.) CASE '3 r © ORO Osertwo) EDGE OF SLAB SCALE. J /8 - 1 2' x 2' x .125' OR .3" x J' x .090' Alum. TUBE POST 2 _x 2' x .125' x TUBES' SIZE ANCL£ (2 REQUIRED) - ( 6L' 1 6J - AUG r) ISOMETRIC (Typ. AT TOP (CORNER' POST -& eorro.M SLABS) (\Ul3 -I :1 /11 3L J /8' 1 HOLE fOR LOCJOMG PIN. SECTIONS D, D' & E W/0 IQ 4.* 1/4' 1-20 x 1 ' LOW S S 14 S / a OR 00•NCRETE x w� R£OLARfD CONCRETE NA77CRS - 0 9' 0. G (sEr NOTE 7 c S'iEEr 7) CONCRETE TF A.'.CY CUTS 0 9'0.0. (SEE NOTE 7 ON ST-CET 1) 0 O . - (BERL1vo) hC7ES CN LGY. 1' Af'Pf.,GECE ro LOCK AETA S 5770," Oi MIS S■CET. ' x 7ES,a W AL nt YS £E L ca(ro BY L rSr.0 , r U.P HST 1?C .NSCE OF 9Rlr1zX W 1/4' 0 x 1' S S SIDE)7 6 iT SF.CxN ON S:t s . 1 tt.r T4J L ock °.ASkUL 1 ) r. Lmt ap r/7 S>44LL 177 U1T 1Y • r FIN £7CK'E SWV7.7.x OW IS 17CHTE7+Q). " AC rERrW rr f1 r ro tsnc L oar CUP. axrrE RTES (}s L F� s v_L ALJwr1 EC LOCXTD UY wsrAtio4. A l 4' I--2o x 1 S suE4Lx 51 7 r a 4 TLs a AL l> s v /t 17 6 > cfl sY�LL L>rE Fri£- ae Ar nt oar LOCAIXy( AS EAPFtD MM.! w CAW? ro Acayr r1E 1/4 0-20 BALK Eat n.s ear AH y OE ,t.6lALL[D FPC .ER ne FRONT CR REAR OF SHELF. (D) POURED CONCRETE O COMCR£TE BLOCX MULL - - REWIRED - - 1 - 1/2 r l I /2' OR 2'. x 2' OR = . 2'- x J' OR x 4' OR x 3 x 123" Alum. ANGLE / 14 it J /4' S. S. S N. S. OR - J //l6 '. 1 Alum. f'OP RIVETS = O 9'. 0. C. SECTION D' : - ONE -SIDED SHUTTER END CONNECTION DETAIL Appro,cna,ruolpt,ingvdtni;e Florida Q { d' g Cal scu J /a' - 1' Daft r a B/ ?� o2 NOAN_O -- 0 31. 0 - Miami DildC Ptvdtitt Control Diti 17 s y MIAAI! - COUNTY _ TlL11T TESTING It [NCINEZJE . C044J'ANY Wd K E .77n' R. Rt 717. 1I4;P4a Ca-CD[S d' Li' A (A777-7-1570 . r t (x:0077 -111! L WALTER A T1L Jr. P. E FLORto4 Lit. / 44167 • ASSA / RfSJOENTPL DERMA ACCORDION SKITTER FUJI AL UMINUM & SHUTTER, - INC. OSSA / 2 33) 7164 N.W. 777A TERRACE I L t) - FLO1 O4 JJ(66 int we Aft no WIC _ 7 arr - AS S7401•44 SCALE 4/19/02 . - CAFE O2 -27, DRA M,? NO SHt7T 4 10 • ter; NYLON scREw HEAD 0 • • OR REAR - r _ 1 • • 1 x -* Cont. A/um.,ANGLE (606J- T5 ALLO) ) - • • • OR • 9L - YoNo) (DCrVNO) • • • 0 • REAR 0 r - 1 I 1 I.- L- 7 4_- 1: r lf _ _ _ _ wo Al 4 r L REAR L, 110 OR 1 1) 0 A 0 0 1111111111111111 1111111111IVIA • NOTE 7 ON SHEET 1 0 0. a (sr c CONCRETE AVOCRS GO 0 0 POURED CONCRETE OR - CONCRETE a.00K NAIL REQUIRED 2' 2' .125' OR x J' x .090' ALL11.11NLIW TLIDE (6063-T5 ALLOY) • • POP RIVETS OR / 14 x 3/4' T. S. S. S. IA S. 21; O5OC (Typ.) • CASE 1 2* r 2 x .125' OR J x x .090" AL UIINW1 TUE (606J-T5 ALLOY) J/8" • bra FOR LOCXWG PIN - OR - (BEYOND) (Ben:WO (BOV/ FRONT _-, (BEYOND) Oc RqX x .125' Cont. Alum ANGLE (6055-T6 ALLOY) J/16 • Alum. POP RIVETS '? / 4 x .3/4 • S. S. S. Al. 5. o r a c. (Typ.) CASE 2 SECTIONS E SCALE: J/8" I NYLCOLI SCREW HEAD fRo/a ° ® 03Erskr0) FRI:Kr - SECTION D SCALD - 2 ANCHORS - EACH ANGLE • 2' x 2' x .123' OR x 3' r 090' TUBE (60,53-T3 ALEC?) • (4) J/16' • Alum. POP Rri.f.75 CR 1 14 x J/4' S. S. S. 11. S. (r2) CASE 3 Alum. Rrellfrt (T)p.) OR@ - (BEYOND) * *. 3/16_ 0 MIT. P09 RfeETS OR 1 14 x J/4" S. 1 S. W. S. 0 6' 0. C. (r = EDGE OP SLAB 2' x 2 x OR 3" 3" .090' Man. TUBE POST 2" x .125" x TUBES' SZE Nur,. ANOLE (2 REQUIRED) (606J-T5 ALLOY)L • ' ISOMETRIC (ryp. / r TOP (CORNER POST) & APR 1 9 2. J/8' • HCXE FOR LOC:10W PIN. PC1fRED CONCRETE OR CONCRETE LIE.CCX WALL - 00D CONCRETE' AA, • 9 O. C. (szr NOTE 7 ON 57IEET 1) CONCRETE ANCHORS 0 9' O. a au Noir 7 ON 9-rErr fin SCREW HEAD _ perctio rx.."(1- ONE SIDED SHUTTER END CONNECTION DETAIL SCALE' = 1 MOTES 1 j LCCXS : AFFI.CA.EtE TO LOCK DUALS Sh 04-/ ThIS ShaT. LeacER STALL t-c5TALLA AT LOCXER 11A r ATT to noraEADED ECU ThiRCACED 17116 531EET. 1* TCR NSTALLA At MY ELS147701 OF OVILat4C N ADCIPON LOCXERS. Ftra.l.AR T LCCX MAY Er USED FOR PURPOSES AT ANY DESIRED LCC4 T1014 crxruzwrE• ONSIDE OR OUTSP_cl _ 040? Ltsz:D mcs•DC Joitkod 3cEPARATION TO CUSS .S4 ALSO L WRCIED FROM TYE VP OF RC 1 4 r LOCK OR MAI PC ,077 S1OVTTER COMPONENTS SNOwN szrrns o (1441C3iEVER 140RE CRTCAL). t : SERIES 9444 ALLLNYUSI (2024-13 „ALLO) LAMA' ri..4A40£ my' &E1T NUTSERT. PART WO. AS LIAM.IFACTURCO 6Y ,40EL CHERRY TEXTORi P , NEW JERSEY 07054 OR MAL. ** Al../ EC USED FUR NY Snow M MY O ELE\44T?Cri. AS AN NsiOE c I? oUmCC LCXYIR Ity 1/4' 0-20 r 1' LCA*4O S. S. 4 0-20 r 5 • NTERI-Ally SEE 1574LA PCN DETA1.. OR 011) (60"06,0) POURED CONCRET CONCRETE OR 1 0E00( WALL REQUIRED I 1/2 1 1/2" OR 2 x 2' OR 2 x .3" OR x 4' OR x 3' x Num. ANGLE - 1 •x J/4' S. • S. U. 5. OR 3/16 AIL/cm FV. RIVETS O 9' 0. C. n- Awrivrt Approved as coning rIrth the Flo riJa I : Der 6 Z VJQZ- NOM) Nitsral PideProJtRiContriil Dirbio MAW-DADE COUNTY IL ECOnic. TILT =TING /041CONWO:14#0 CAtert147' sr 117. 1":144 CVIDDei -0C105719 w ALTu? A r ug J., E 11.0R 44 1 6 7 -- ASS-4 / PC3100.17141 BERTHA ACCOROCN SHUTTER - - FUJI ALUAIINUAI & SHUTTER, INC . - (A.s:s4 7164 N. W. 77111 77:4C( - ----- - - - 4(EDLEY, FLORIO 3.3166 - - int Mt ackArncor a* AS SW/of SCALE - 4/19/02 • - DA rr 02-271 aRAy.vic - SN ITT 5 Of 10 kiAtlium DE77Gq Lr&ZJ.t1J 9+LJr7ER _ lriM'AlI ii 1i' TO GLASS 0, ) 1.001 SEPAANTXaN T To [LASS (h) -` 40.0: _ 72• -1' J 7� .. J • : 41.9 - 11•• -11• - J 7/3'::_. 3' 7/dJ' 11 -9 =Jl/ _ J' - .: -_ - 475 -, 6 - , -. . , • , J 7/ 7 / d -5Q0 J• _ J /8_ -, T d'-O- J } -1 J/0 J. J • IO'-10 .'. - J 7/6' :_ -,' `Y-O -; - 17.5 • .3/6' J . 7/6' 3' 50.0 10•-5• • J 7/3. J• 62.5 10 . . :J . 7/S' J- 610 ; . 7' -1•:: J ' . - J 67.3 J' : •-3 Joao ` 7' -.2' Q' -r : J J/d' • �' r - 1025 _ r-0 - . 75.0 .3..J/6 . 3 r _ 77.3 7010 .. 0'-10- , , _ " 3 .7/3 y• -0 - . _ ' J' 107.3 a'-9• .. - 3 7/a' - J 3 / - J 3/9• 3' 1 t a 0 0'• -T:. . r`. J J/d • - 3' 4 '-0 • 1125 . 6'-3• . } • J T/a' r - 1110 6'-J' J 3/0 • .. 3 ' 17 7.5 - - 6 -2' - - 3 3 /5. __:. - 12QO 5.-O ' J J/0' J 122 5 •.5' -1 I. J 44 • 3 ' 1210 '- 9 - . J 3/6 • J' 127.5 5•-1' J J/3 J' 1JQ0 5 a ' J J/6 J' 1325 3• -1' J 3/5 J• 13 .50 5 -4' 3 Jfd' J' , 137.5 5' -3' 3 3/6 • 3' MAXV.i1 DE5J 1 LQ40 • •f ,- (p...i) AuxunJV WTTTR sP.W, Z (n) _ lriM'AlI ii 1i' TO GLASS 0, ) LEES OR EC 1 71-CAM 6'-0' -` 40.0: _ 72• -1' J 7� .. J • : 41.9 - 11•• -11• - J 7/3'::_. 3' 46.0. 11 -9 =Jl/ _ J' - .: -_ - 475 -, - . ,- 11• -r , -. . , • , J 7/ • J -5Q0 1 - _ J /8_ -, J• 321 J } -1 J -7/a J. 510 IO'-10 .'. - J 7/6' :_ J• 17.5 • 10• -7' J . 7/6' 3' 50.0 10•-5• • J 7/3. J• 62.5 10 . . :J . 7/S' J- 610 ; . • .- _ 10'-0'.. J ' . - J' ; 67.3 ' -:a' •-3 3 - 7a 0 -. Q' -r : J • - , J - 72 -5•-- 9.4, ,J ' J • 75.0 9 -4' . 3 J' _ 77.3 9.-2' -3 ; 7/77' 3 - 80.0 . y• -0 - J 7/6' . _ ' J' e2.5 • a'-9• .. - 3 7/a' - J• ... MAX'It4J DESCZ4 LLND L4071.04 SNtfRElt SFI' 1 • (ft.) 1.11Y1A,11 SEPAR.ATXt4 '5' TO GLASS (k) LEES OR EC 1 71-CAM 6'-0' -` 14.00 - 3• -2' J .I,/6, J' -142-1 ''r • : 3• -1' 3 ..3/d• J' - . , ..1 4-3. 0 - .3 -9 = J -,/2f • - J' - 3 147.5 -` 4 -1I • ' - • 33/3• :. 1 4. -10• :. J 4/6' -;152.3 " 4'_ 9 J 4/0' J' "7./510 ,. 4• -3' J ,7/a' -- J' 157.3 4' -7' .3 -I/6 J' 16a 0 -. 4.-6. J 4/6 • J • 1 62-5: . 4 •.--.5" 3 - • 3 . 1610 . . ,. 4•-y• 3 4/6 - , 3' . 757.5 4'-4• 3 .I/6• J. 170.0 4 ' -J _ - J 3/a' - -. - J' 1 72 -3 4 ' -2 • 3 4/3 • 3' 1 71 0 4' -1• - J 3/9• 3' 177.3 -. 4' -1' J .1;/3 J 180.0 4 '-0 • J 3 / 5 • } • S4tn7TU2 STAN L (rt) loess A4 5ZPMrAT C.rC V • S • LEES OR EC 1 71-CAM 6'-0' -` 3 Jam* >•8 -0' TO 12' --07:: - J 7/8 •. • FOR 9-?Vfl S INSTALLED 0177 71E / 1�T S0 0 EIEYAT10.1 C!< SIRGr SEE TABLE 1 KW WI WI,' SEP,AR4TYa' TO CLASS FOR SANS .4,C14T T7,44 TTE ) 4 k J . 4 1 ALLOWED Srl7f!N C]N S C 1 if,DCLE . - _ _... - - - .: !O4 SW TERS INSTALLED AL'7 X'-0 11E.xT108 CC BUtCe4. kEA5V ED AT ECTT I OF SMI TTR _ /TfOi� IMC. MJT TLSTI'40 t O4GJJc'£Fi2Y4G COL{rAXY lM Kt art sc. Sr* If7, 14•C144 GJVC4 ('OA . y1 Ea - C0067r9 WALTER A. TAUT X.. P. E FLAR4.14 flc. / 1 - 4157 TABLE 1 AItil.W S6'+4.44 r)0'1 ^S • HET W4 CLASS NA) S- JTRR F .4 - OV124 - s77VTTER S W 1.• Fo4_s70JT 1 rm ,NSTAL ED 41774N Th£ T1 A90••F GRADE. CIF A LIVEN 0(.1414 '30'-0' ELL WN SF1ALL 6£ A.Y t ASUR D AT. 007700 Gf_5?R1T7ER S£114'bAT N :"S TO 13E Laf .51.44 0 AS ItCitAIED - cry SFC77CA' D ShEE T -4 OF Approctd as cuinpl)ing with the Florida B.1,.1• Cod• Rate • 'LoOZ NOAD • �•L� . 0 ML* l Dade Prtdad Cootrn ASS4 / RESJOENTAL L ]RTNA ACCTJF N SNt./TTV? _FUJI ALUM /NUM - t SHUT T tR, ANC. - ()SSA 1 235r ' - ,VEDLL e. FL 0/6(14 JJ 166 ML4MI DADE COUNTY art AS ✓<7tri s r LE 4/19/02 GATT 02 -271 ORAW 14 No _Srr£er,_6 of 10 arc aw C. an. a. klAXIMUM DESIGN PRESSURE RATING W (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. ( V A L I D FOR SECTIONS A, A l dt C ON SHEETS 2 & 3 OF 10). MITE CE5'.GN PRESSJR£ RATING CORRESPONDS O RRESPO 06QTLY TO NE PRESSURE (5UCT706 ) L GAC6. G .AEA »1771 ALICE 7 -9$ CRITERIA FOR A aV N OPEN1N+C. if NEGATIVE F 1 ? L URE VALLi S CC1.4PL.Y .rTH T H E R E Q U A R I D PRESSURE FOR T H E CPO NG, IHE POS'TTYE P R E S S U R E WILL AUTOLNTKALLY QUU A O NEED NOr TO BE CHECKED. t P . 9 2C ,14014 oesicbt t.nr.c r - -, (,...i.) 1/A.C1441 Shtfr7T)? s p,,,,,,, 1- ( SEPAA4 hCH - S - to AS (h) • . • i •• • : r.; 3 Va ‘." 810 3 7/3" - - 8 1 , • J 7/8 r - 3. . - - - ,s7.i 3."-Y. 1 5 3 7/8 4- _ - • - . , pao J 8.-0 J 7/r - - 3 7/5 • , 9:25 5.-J• j 7/a- . 3 7/3! --- ..: - j 910 -. -.5.2.5 ,e-r• • 3 7/r - 1575 • 4 3 - 97.5 :-:.-:: - 7 H J J,r • .3' • - :--- 57,8_?_ 1000 . J 7/3" : 7'-a• 3 3,/5 - - .., :3-.• - • ;--_-: 'f.: ,o-i. : : . 102.5 • • 7-i5• • J ..Tir - - • 4 7" 3 3 - -_ 1810 1 70 0 . r-r '• - J 3 - • -_ • • : 107.5. --, 7 ' - J .vr • - 3- 4 '-- 4 ' --- .-- ,r- - _IMO - : 70 . 0 .-- - - - _ 6 J 3/8 3 .01• . j• - -, 112_5 4 , ee-to - J J/3-• J. -- 710 - r 1130 - -: .1 7/3 - 4 - :. - 3 -v1" - "- 3 ` . . _ _ . 9 *--4_ lit5 d'- 6 3 3/8 b: o: • 9 - 2 • J 7/3' - 120.0 •. 5.-5. . J - I/3' 3' J 7/3' • 1225 • dr J _T,/zr r - /210 3•.-1' J 3/3 J 127.5 • dr-o• S3/ 3" 130.0 5t I' 3 1/r J 132.5 3 J V3 r - , 731 0 • 3 . J 3,tr J 1375 .5 • J 4/3 X' 7W MAAW.„ c€ LO •w• (p - ' .....-.-- •-- - - 14AX11411•1 SPUTTER 3W1 -. 1." (a.) - rOdUld SES'A ART1Cei 'S' I 113 CLASS at) • . « : r.; 3 Va ‘." .1"1. 3 7/3" - - .. - 3" - •- - 3. . -' J 7/3" 3."-Y. j . _ _..,..• _ - • - . -- 5 7/3" - . 3 ..vb' - J - 47.3_,. fl-7 i - 3 7/5 .3 .3 ' 30.0„ ''.. ,-: 11.-.5- : . . 3 7/3! --- ..: - j - -. -.5.2.5 -::: - --- .., _.3.7/3"- - 1575 • 4 3 - 0 :-:.-:: - -' - J 7/87.' - ' - 4'-11 :1' 3.• • - :--- 57,8_?_ --._ - 70! . - - . J 7/3" : 34/ • 3 .., :3-.• - • ;--_-: 'f.: ,o-i. : : . 37/ L , .:..- • ,- .37 :-- • - - • 4 7" 3 3 - 1 70 0 4 • - el' - &to :- 1 10 -. • J 7/3' .• • : - ..-. 3' --, 3 -- /0= - .. ' • - ': • J 7/3" - - --• -, 4 '-- 4 ' --- .-- ,r- -• - - : 70 . 0 .-- - - - - tr- to e-L - • 5 7/3" • 3 .01• . j• - 160.0 4 , -.3,7/3" . J J -- 710 - 2 - -: .1 7/3 - - 77.5 . . . . _ _ . 9 *--4_ 3 7/3 7 - • ,3 • b: o: • 9 - 2 • J 7/3' el 5 9 J 7/3' • J" • 40341EAd DESIW U: I izkrufti shurtur- - srwr _1. (it) . ,. ,i.orrs/uv stp,4kAncvi 'V - - to cuss (4) , • ... : - 1.0,0 : r.; 3 Va ‘." .1"1. r42.5 ! - 3'''‘ - t 3 Va ."- - 3. . 2,... 145.0 3."-Y. j . , 7 47_5 • - ; •-•= 3 . 3 ..vb' - 3' - -.7 Imo._ - s•--t ' - 3 3/8" .3 : , 3 .- 3 4/3. 1.1310 . --.- - 4.-11 3 -Va" 3" • - 1575 • 4 3 - - .r. 160.0 -- ' - 4'-11 3 3 * 3 r - ? , ' - : . - 34/ 3" ' 133 0 4'-er - 1643 - - • 4 7" 3 3 - 1 70 0 4 • - el' 3 Ate. J. • _ f 72_5 4 '-5 34i 3 1710 4 '-- 4 ' 3 s/a* • ?77.S 4-4' 3 .01• . 160.0 4 , 5 J/3 J - ,STIVTT SPAN 17 (rt.)-,:. ...- ,..:. - Advi.vvii su ,3 '.-_ urig. cer ecci-tt.. 17 - 4 t .:Y .5;-0 - - . - - 4/6 MAXIMUM DESIGN PRESSURE RATING nie (p.s.f.) AND CORRESPONDING MAXIYUM SPAN '1." SCHEDULE. (VALID FOR SECTION B de 81 ON SHEET 2 OF 10). NcrrE. DEW/ PRESSURE RA TING CORRESPCAN DS Wt Y TO N E CAME PRIEM RE (SUCTX314) IR ACCORCANCE ATTH ,k5a 7- 9=3 GRITEIA r A all:21 01011 F NE GATIVE PRESSU RE V.L$ CO.UPtY i0177-/ T REC4.. RED PRESSU RE FOR U1E C71M, M E POSITIVE- PRESSURE Yea AU TOL“ T1CALLY" C114LIFY AND NEED NOT TO • f SPUTTERS riSTALLED MITHOYD NE FIRST .30 Eli. TII Or El-Itah'0, SEE TABLE i FOR 1.0.0.1.11.1 SLAARATACH TO GLASS FOR SFMS 53-1CRTD? LIA)0141.11 A1.1_0'1413 9-0CW11 OH SC:1-4:1AtE FOR STUTTERS INSTALLED AM aEVAT)01 CF OUILD,,40 4..E45Z.F.23 AT BCf7T0l1 r SHVT BE_ Ch'EcKED.-L . - - . - - -. TA BLEL 1 : - _ . ., . .. - , - . _. ,... . . . , ‘....vtiad sc - s - ecnouN cl.A.is - MO SIg.ITnR FCO A srmint. wow 1.• Fn.? SPUTTERS taz-turo *mei THE niesr scr.--o!.. .: •: • GRADE Cor A CTSCNI opfLotiya.- Jo areAnCel S}{)/1 et LAE.4.511100 .4r DOTT04/ Or.giUTTD? SERA.RAPON "S" ro cc. ur_.3..svpuo AS 1NOK.ATED__ CH SEL17C4s, 0,'' 37k 4 c4 to. _- - - _ - : .. : '. ,':.-...-..,. ASS4 / RIES/00171AL 00?TH4 ACCORD/OH SHUTTER FUJI ALUMINUM ct SHUTTER, INC. (ASSA /2i5) -- 7734 H.W. 770 TERRACE WED-EY, no 4 3J15 - Ant x■• ApproNcti cemptying ■4ith ttic Mt Bur Code Ii0A$ 0 Mlarol Dade ProdidCooin.) DM By_ )1LiZif A UAW -DADE COUNTY AS 57431,14 sr_Att 4/19/02 OA Tr 02-271 DRAWING No SHEET 7 Of 10 - - MUT TESTIMJ & /0#L0 PANY cc_s Jo,* St. Sla 11Y. APOC,44 GYCOOL P...Ges:J4 .1: Pt 1".•-• C34471- I 1.1) . r (.103,4 13.11 D3--0006719 • .104.T A. Miff Jr, P. C. nelo•, IS • J•11,7 IILIECO l um O£57GN L04D lie (ate/.) . 4 41, C TA'I / Z. 4C 14,4.4.W sracre 4 idOCN11NC AT BOTTOM MASONRY) .119=a CDtAC & FLOOR MOUNnt90 1N5TALLA OY - AT TOP OR BOTTCm (TD CG R£7£) MALL VOWING iN:S7AllAPON AT TOP OR L3OTTOU (TO CLYFCRI: TF) 14411 INSTAIIAT7ON (TO hart' 1 FATE 2 Harr 3 I.OTI 1 MTT 2 .GT J M71T 1 A07I 2 Hari J FROM 40.0 TO 52S 9 ' 9 ' 9' 9' 8' 8 1/2' 9• 7-. 5 I /2. 9- 9 9' 9' S 1/2" 4 I/2' 9• 9• 9• FROM 626 TO 750 9 ' 9' 8' 9• 8 1/7' Q' 9' 8' 3' 9 ' 9 • 9• Q• 4 1/2' 4• 9' 9• 8' FROM 711 TO 92.5 • 9' 7• 7• 9' 5 1/2' 5 1/2' a• 3' _ 9- 9' 9' 8 l/: 4' 4• 9 7 1/2' 7 1/2' FROM 92 6 TO 120.0 9 ' 7 - 7• 5 1/2 - 8' 3' _ 9' 9 • J' ' :; - 4' . 9' 7 1 /7' - FROhI 120.1 TO 150.0 T .7 . - . 5 I/2 `57/2 - 3• J' - . 9 * - 4' 4 • - 7 1/2' 7 I / ACTUAL E D.- . - EDGE DISTANCE FACTOR TA'I / Z. 4C 14,4.4.W R4 M. A4LX- -1N 3' .86 .75 2 1/2' .71 . 50 2' .50 ZAJA1C KATUN TAPCON OR RAWL C4Lk -IN ANCHOR SPACING LEGEND MAX7ML 1 DESIGN PRESSURE RATING 'W' (p.s.t.) AND CORRESPONDING M..U17UUM ANCHOR SPACING (7n.) SCHEDULE. + ANCHOR SPACING LEGEND (1) Max. ANC//OR SPCC. VAUO FOR SPANS OF LESS. (2) Lc ANCHOR SPCC. VALJO FOR SPANS GREATER T7 5'--0' TO B' -6• (J) Alas ANCHOR .SPCC. VAUO FOR SPAYS GREATER THAN 8 TO Mar. ALLOM£D. NOTES ON ANCHOR SPACING SCHEDULE t SEE SHEETS 9 .t 10 OF 10 FOR ANC21ORS T7PE dr SPACING FOR YISTALL47O^!S 9 4VCO FRAME EXILDir'CS ' 1.44 lWW xycHo4 SPAC/1.e ARE VALID FOR J 1/2' EDGE E TAhCE m9 E O. LESS T1-Ay J 1/21 REDUCE ANCHOR SPMJhh BY . WL11PLY NO SFA.c2.46S S7kOt4N CAN SCHEDULE BY THE FOLL0t4ING FACTORS (1!m E 0. FOR f 4»t CALK-IN TS 2 1/27. ,App 1 4 7(([ 1iiJ ECO' NC. TLJJT TESTINC It E7lC414CEPSl6 COMPANY qM n. t — x. As 217. Ho{!■ C.41c0c1 &ago' s] I M J \ /w..• 1 CLAil71-rso . rag t (.ID.LXn -rs.) ES WALTER A. TILT Jr.. P. E FLARIG4 Lk. 1 44 ,67 WI( Ar ASS4 / RES/DENTW 61547N4' ;4CCOROION SHUTTER FUJI ALUJI /NU)I & SHUTTER, INC. (kss4 / 233) 7154 N.W. 77th TERRACE .VEDLE fLO Y64 J. 166 alt. A. a rt ApproNcd 1,t' cvmptytagnitb the Floii.'.a 13 Id( g Code Date 2001.- IN OAS O Mt2m1 Didc i'rodcct Cont Dh B) _ MIA,41/ -a4DE COUNTY AS S3,CwN SCALE 4/! 9/02 04 1E 02-271 ORA *1N0 No SNFET 8 Or 10 , /4 0 pa SYX:rs • 6 a c r 11 M 1 ► 1Q. Pat ,v r's s LbC e•. eu4rvc N'rtCN ILA 1A7 r�a4). ; oI _ ! J: ,(r 1 I 11 S: iiuI r smemrcN 'Y ro CLASS Cr DC5774 lii`4X41 cQ S. a 0. ALTERNATIVE 1 INST [ALA TION DETAILS ON EXISTING WOOD BUILDINGS 1. IHSTALLATx.YS ARE ONLY VNA f f? 0,57ALLAT?GYS i+1T71 DESKS *WO LOACIS LESS O? EQUAL TFi.W 75 Aka..57/UTTER SPAN. - 2 FOR NEW W000 FRA,L£ CXk* W000 A/018E77S T EC SOVT11ERw PINE No. 2, W/ SPECIF?C Q liSirTY CF 0.33 C ECH14L. 1 0.. . 23 . ..... l mu: I 1 reliii ff.., 4- ! Rrt Ban M/ Mir t xwu •,Y 0. a *MO 1- G11)04 .. REOLRfD !s. W 4 T>rr( Y F ra GLASS Or Ec5').C; aa,CQ aP S G a ALTERNATIVE 2 WALL MOUNTING INSTALLATION - SECTIONS A 9a4.e ,/4• - 1- • ADO - 1 9 'Aft/ MOTE iift- MOTE FOR G 4 TrW Or SE `S : ►K R/C VOU TL+C SFC71ONS CAA DE C-0L4&hED RI ANY Mr TO SUIT ANY 1837ALLA TXX. - CLASS Cr DISTAC ►f4XW Of S a a S .1/4 '0 S us•` i � 7 /: a • i . 7/s• Lac . IIll U NtAV Btt4RG (ryy, evriPV) IUI� 1• 4 r &•:.' ttcE (ca,c �r / ( (7j J r /4 • r d • tlC Aro rr/ 1 ' u,. PtJ.C Tro∎DON rnv EzSTr< S71 ct ALTERNATIVE 3 Alipruccc! AA co yt)inz'ith the Florid* B dir Code Dtte NOM, Miami [Yak! D1113 _By MIA.4 -LADE COUNTY /1 TD ThINc. \ Tt_LrT 7E37X+C t ENCih'EZ7CIda COY'AXY Icad R E 7t7A R. At )17, MR7M ONp04 /i0'n1 _mar K /7..,.: I n -7 . r : ( 171 - 11.11 EB- 0,06719 ic4L rER A. TWT .Y., P. E fl C4 L'c. f 44167 ASS4 / RES DEN714L 8ERTX4 ACCoROioN SHUTTER FUJI ALUMINUM & SHUTTER, INC. (ASS.4 / 2J.5) 7164 N.W. 7)1A TERRACE itaKEY. FLC C4 .11166 ax Rx at SCICtrlICat CIA rt AS 5 )41•4 SULf 4/19/02 0A Tr 02-.271 ORAWING No SHEET 9 Of 10 .7 INSTA T,TA TION DETAILS ON EXISTING WOOD BUILDINGS C7,455 Of CJ2II7 rs oav aT 5. a. a `` f4 r J/4 S 5. K S•! a c ALTERNATIVE 6 sc;e.D ve I/4 0-20 • .V4 PAN PfX!.PS BaUS W/ - lA,T • IW.STIR O 12' a G - / 10 s .1/4 S. S. S Y S CA .J,/15 1 Ain PCP ra.wT$ • 1r a c. 10rJ'S1.1 W / 7/15 •• 7/Y. - ncN 0.7387.0 (Tjq. 147171314 O R .0/1 r 0 . PCP A•.£TS • f1'aC. t Jr 4' r 1/3 0.00 eD63- T3 AArn Twt (cc.-) W/ (2) 1/4' / r4 • caw LAC SLRII►5 O LA01 57W (IsOfriLTH Or 571.4) / Ad W/ 2' AR. PC,£T? TXY1 MO FzarnC Sn.0 SaiDOLE POT irks SLV.b J /tl O.A. S O COST?40 orcat Ca 1 C. a ALTUaMTt F7S7UIR LOUTTCH /10 V4 K 1 Of .Vt e • / Mr. FOR .t 473 • 12' a 4 11 11 11 11 11 u !! t 71.QYG F1,0(11? NOU?f NG 7NST'� LL4TTON - :5E'C TON B .s eitz 1/4. " f • [Wiz 1 4 111" • /i Tfliinc.\ T X1JT T[srr+a t COiR/AXY .Cue rt c Sox St. St. 117. Moat f4i: R O'1Di .F7 r M r..>,.: CxeAn -rs.v . r•.: (s4e7r - 11.) r LB- C006719 WALTER A. TRL/T Jr.. P. E 'RcRr04 Lk. / 44157 ICS. n. A554 / RES10011i BERTHA ACCORDION SHUTTER FUJI ALUM/NULV SHUTTER, INC. (ASS4 / 115) 7154 N.W. 77th TERRACE wEN. r FLL'k7/44 .3.3165 ooc,1•1 aT _ orurrcw AS sHO KN SGA LE 4/19/02 GTE 02 -271 ORAWIRO No SHUT 10 OF 10 , 4 t/a' (16s ) ece.s- rs a{.. nor W/ I t' A4. 1,12.0 tAC TO LAW FATrR at Truss LX'J srreirs 27 karTooThi car L •CaO +«u (z M/ 2 • li. f447710 FICK 10/r1 J S 1 S Y S 7 / M 3; W/ 7 /7e• / Jr 7/a -- IIJ.G Mt1YA L311404. 7)p TOP t BoTTOt . 17TUMrt t BorrcK WETLY]' 1 0r 4' 1 S.1 1 G4 .j/1 ? Y / AA... POP RATTS • t27 a a Yr!• 'OM( RfOUIRED �(?40 47'191 A1.104iD), 7/4 • / LA0 SR £R1 I► / ( 112 Lk% FO.CTA4Tk7( • 6 a c .cao TF7..6SIS p JT O 24 • a C. 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