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PLANSREVISIONS BY „..--- • � , � o ; ��; t ri� a QI -I : Date 4.4 . qi Scale 1 / 4. 3 Drawn a .p, -Job 1 136 Sheet i . Of 1- Sheets 1 0 X 24 4 fit PRINTED ON NO. 1000N CtLARPRiNT • eictc) ct:) 1V-10' 11 :,GOrage E.?) `.iTTh 1 [ 1 -60 IF. ----, rbor.r ) ■ T 4C &) (i FOoTi *a. A�' V.! r :4 - /co E 101 /;V/er;':/;`Xi ZeZell'2 Zo?z1-k.lx MARK LEGAL DESCRIPT • • • r.414,,tcit%ovt;a0 StibdiYiSibn.411.141.0.11.4” • P B • 15 P .4--- Dade County Florida LEGEND EXISTING CONCRETE COLUMN NEW GLASS BLOCK NEW 3-0 x 6-8 SOLID CORE WOOD DOOR ON WOOD FRAME NEW 8-0 x 7-0 OVERHEAD GARAGE DOOR GARAGE SIGN: SUB-SECTION 1401.6 POST PERMANENT SIGN 1/2' LETTERS ON THE INSIDE FACE OF ANY ONE DOOR TO PUTSIDE READING: DANGER! DO NOT OPERATE ENGINES WITH DOOR CLOSED. CARBON-MONOXIDE EMISSION IS LETHAL DESCRIPTION 141 r ',. NEW b CPA • 2' 1-:9r.: ' ) te3r: t..1%, T )'; ES. !)il- f;Yr=riNe:, oat. ‘, • . . . E.No5rit.46 120c1-: 2, Liss P oc[ exist,w) coL. . • NEtil ..1 4 r Bs: sT 1:46 r2oa F ■ Ekit..,r1q.)5 P;EAM • 4 •11•SMIIMIIMI11111.10•1 ‘.1ELEVATION '2, • -....,. EiMr . 1 Fr 11 : f 7% , , / , L.. t■lei N' c.; '• tlt,ic1.0Suq 1 • 1 ,2 .1 • gVSTING CO9 C..• COL.. VtWLUL\t c: 7477• . ••••••-- rij TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFI3C PA 201 -94 (132" SPAN) Fastened SATISFACTORY CTC 95 -032 Max. 3.0" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (132" SPAN) POS. Fastened +88.4 PSF CTC 95 -032 +68.0 PSF CTC 95 -032 CYCLIC \VIND PRESSURE TEST SFBC PA 203 -94 (132" SPAN) NEG. Fastened -113.1 PSF CTC 95-032 -87.0 PSF CTC 95 -032 UNIFORM STATIC AIR PRESSURE TEST SF13C PA 202 -94 POS. (101" SPAN) Fastened +140.4 PSF CTC 95 -032 +93.6 PSF CTC 95 -032 a Design 1.40" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) Fastened -139.9 PSF CTC 95 -032 -93.3 PSF CTC 95 -032 UNIFORM STATIC AIR PRESSURE TEST SFUC PA 202 -94 NEG. (96" SPAN) Fastened 135.2 PSF CTC 95 -032 -90.1 PSI CTC 95 -032 .— UNIFORNI STATIC AIR PRESSURE TEST SFI3C PA 202 -94 NEG. (132" SPAN) Fastened -95.0 PSF CTC 95 -032 -63.3 PSF CTC 95 -032 LARGE MISSILE IMPACT SFUC I'A 201 -94 (104" SPAN) Fastened SATISFACTORY CTC 96 -009 Max. 3.5" CYCLIC WIND PRESSURE TEST SFI3C PA 203 -94 (104" SPAN) POS. Fastened +71.5 PSF CTC 96 -009 +55.0 PSF CTC 96 -009 CYCLIC WIND PRESSURE TEST SFI3C PA 203 -94 (104 SPAN) NEG. Fastened -97.5 PSF CTC 96 -009 -75.0 PSF CTC 96 -009 DESIGN PRESSURE RATING; For Maximum Design Load / Maximum Panel Length / Minimum Separation from Glass vs. Reinforcement, sec Anchor Schedule and Tables 1 and 2 on Dwg. No. 95-498, Sheet 4 of 4 Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 0701.02 6.2 6.3 7. "TESTS 1ERI ORN1E1): APPROVED EXPIRES : January 04 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS The I3uilding Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in \vhich it is to he installed. This approval revises.Notice of Acceptance No. 95 -1 102.01, dated 01/04/96. RESULTS: APR 101997 I [drily A. Mahar, P.E. - Plans Examiner Product Control Division Florida Storm Panels Inc. ACCEPTANCE NO.: 96- 0701.02 APR 1 0 1997 APPROVED EXPIRES : January 04. 1999 NOTICE. OF ACCEPTANCE: SPECIFIC CONDITIONS 3.4.2 Panels not utilizing a steel tube shall be fastened at overlaps at midspan with 1/4 " -20 x 1" bolts w/die cast aluminum washercd wingnuts or jacknuts spaced at 12 -1/2" o.c., see Typical Elevation (t.1 6) of the drawing above. 3.4.3 Panel spans Icss than 33", overlap fasteners and tube are not required, see Typical Elevation (# 17) of the drawing above. 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved drawing number 95 -498 sheets 1 through 4 of 4 bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors specified on drawing No. 95 -498, Sheets 1 through 4 of 4. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and /or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies oldie following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -49S, Sheets 1 through 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. I lclmy A. lakar, P.E. - Plans Examiner Product Control Division ^j/ %fir 1, 6 - - 't) 4 3 2 3 ' I 2 /0 // /0 /3 /4 () /5" , , 50 • • •■•■9•••■•■ 'tjgre! AU EIEVAPONS :410'41.4 IN FEET REFER c & ;:;.s, MEAN SEA LEA OA TU4 <5 .,--- ----- — / -- I / . PIPI j) r•-•"4 PORCH 10' it?' `I% 0 SS' Z-MT5 ef , • , A . , . . ..rrt ,,, . . ..n-- , ,, ,,, r, ' • ,. , . . . , . ' ■ ,- '.i.. 4is• - ' .... }.- . - .S$ 4 1; r \-( t ‘-••■■• 1 it • 30' • R&sf 5e/RV EY ,(04 (J. e.149 er /9v6, 4 s?..1 * t . , 4 •,.. ' 410 • ..","",••■*••- - - e - - fe3 ( j, OORALO W. MdtlTOSlI ASSOCIATE% INC. 531 N. E. 91Sf 3f. 'AWN SHORES, RA. 33138 al• At/4 ;7/ to /5 /z./... County, - . At II '4,2„„tl!GO 1 or.eri f tr", ; tilt !; •t till ) . httrt.).11 1 trtv! , “ - • , :1 :ryrt-r.t tc: ttis - 0-est o' ii1y gno.-.4 ,',, in '4 , L f alcer, f !•,, _... rs. •,,,,, %. 7, 1 .. t i l. r ,..?", • , , . n 11 ni: 2 - 4(11 ve ttr,6(7rir,,,o ,p"istA7 l4 ' ( / li ... ... ..... , i\101 VALID " • /0 i i • • •■•■9•••■•■ 'tjgre! AU EIEVAPONS :410'41.4 IN FEET REFER c & ;:;.s, MEAN SEA LEA OA TU4 <5 .,--- ----- — / -- I / . PIPI j) r•-•"4 PORCH 10' it?' `I% 0 SS' Z-MT5 ef , • , A . , . . ..rrt ,,, . . ..n-- , ,, ,,, r, ' • ,. , . . . , . ' ■ ,- '.i.. 4is• - ' .... }.- . - .S$ 4 1; r \-( t ‘-••■■• 1 it • 30' • R&sf 5e/RV EY ,(04 (J. e.149 er /9v6, 4 s?..1 * t . , 4 •,.. ' 410 • ..","",••■*••- - - e - - fe3 ( j, OORALO W. MdtlTOSlI ASSOCIATE% INC. 531 N. E. 91Sf 3f. 'AWN SHORES, RA. 33138 al• At/4 ;7/ to /5 /z./... County, - . At II '4,2„„tl!GO 1 or.eri f tr", ; tilt !; •t till ) . httrt.).11 1 trtv! , “ - • , :1 :ryrt-r.t tc: ttis - 0-est o' ii1y gno.-.4 ,',, in '4 , L f alcer, f !•,, _... rs. •,,,,, %. 7, 1 .. t i l. r ,..?", • , , . n 11 ni: 2 - 4(11 ve ttr,6(7rir,,,o ,p"istA7 l4 ' ( / li ... ... ..... , i\101 VALID " • • • 42 / 94!c1A Ceeki 144124r4g EVO.e.• voike4, 2 -4 VILLAGF COU • E (IRE DEPRV4ftI.7 VI'DiNS; • PO:144 DEP 'RT'Ir. • r. l • - ••■•■•rnr-M, ••• • - Pt./WING & Z . — APPROVAL PRELIMINARY REMARXS: . I 1...—.. • , . • ..........s....r.,-..r..--•o—•......'4',.. NS Ai APPLO 1 ISSUANCE OF A BUILDING PERMIT WI f\,'0 V • D '' ITN L 'ARIAnE(S) LISTED IN "REMARKS" tio OTHER 0E , s. , 1 - 4 ' ..!: .".,".!.. S' BUR DING AND ZONING ORDINANCES WILL 8E 1 ..' - V'''..E.:: SPECIFICALLY LISTED BELOW. . , All OTHER APP1C F. -,T ,; E ;A; f0 .'DLT.;TY LANS MUST BE COMPLIED MIN I3Y Al L PARTIES. /4f-7 ? m.,• S'in'ture ID3fe FINAL COMPil,V4CE I: ',, E ... ; , , . i_, L, BY MIAMI SI:0 F._ I' ...: •:.-. ;3 L''... 1 . •, : ..- .' -.,...) SUB CO JR -; A ING REGU1ATI0:,is , vv , :El.::.,i :.:3 tiOf SFE,..:1-1.:ALY T;D!C1TED IIEREIN.1' ‘ . ' 4 NI/ f:d. evao - .4) 13 3"ohove 10// l ‘e I hAdt- 9)(4 b"itr) c0, r ::e<lp 4/.2 ef6 V1// 0/1 /2 /j7 oc•//1 1 4 43 3t2 I.:1( 3 /1;1A) IC dt,A1 "Zg'ft 610Ck/A7 e::. el 44 Ze)' 0 .4 e ch.).40 ) :t.)/ 3 . 5 /4 e6. cvl Cf 01.■ (JA/1 2 A a X4e d , ,o 7A fl-wt 1 1X(;) / 3a(4)/) -4441- --• 1 5 ( , ) 1 4)0' - -t - (Col f•5 act:A 4:1/?.. 0 I 3,04(VA? 1 J- Ioe n Gel. 6/de 1:0 Ad P., 4 J A Mr:: * A/ '100 /ell dr. ",/,Amt e„ef:.°Y. A11(:!/1/.1,e0:30A/ 1..).11 . At• "h. EUGENE DIETZ EN CO. 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F r,.51 - LE rZEINir, C 12'- l f_ a — I'd , q. �cd` laes s �j<t ' ta er s `sew':. r plurnbirse, ttlsctrical and'zoi 'r g co3 a �f * L ttores Villag . 'The- Architect and h re etedrianti qtt 'tnnviledg of all htlil,iing 'RVhe #htr ea; 9Cdi calfrl'i'4t"lt (_1!1c0ltt. - X11 `tcii,tforced !tirel, a ':}Witty. �luml ink, elL; trical ;viririg` iii 1' •r3of ffai l ti bgfor i1' peofotr tif few ID 6" 1 •rY . I 0 0 • ALTERATION to the RESIDENCE of MR. ei MRS. JAMES A. DIXON, JR. 700 N.E. IOI S TREE MIAMI SHORES FLORIDA JOS NO 6812 WATSON, DEU"TSCHMAN, AND "_r. . -_ SH EET ARCNI TECTS AND ENGINEERS MIAMI FLORIDA 4 i41110.11 Ell,V11 CPO. 6X/5r/N6 ROOP" --. 2' (.4 ' f ) Coffe SCA& ti/e..1 iwo/to hiesit 44 4' POIY4rilytedve 1/2(P)(4 .. ovel we4c comfmcrea Pitt. 3 /6 LAP/ 4 Pe-ism?. ex's r/A/6 6- M. TReATGra9 / fii/z/AAre' _ 1114Tell 015ftiler WOOD BASE Eq(:// evairea r- - — • -•-■• aaa." - . • - ■-t ' 7,0 0 ) 0 , `aZI • • L. 7474 TC/l iv— Z iree.47 - eo giVP pure AM-WA 6 • Al14//eldum 8 0, Ile 6644 14// eitt;?$ (2 - 444 aruceci COA/cRe7e 4caeg 4" CoAre. 4?.e'T� 54/13 .W,/ "A fa/ ra Adev/ _ ▪ \ t- 0 = Qj , • ,,, :' 16" 10" g COPle. WALL FOOT/N& ;y/ CNr '•) / /e-4 " 4 eti • 1. C) 2 C C n/e ca Acreo pn. 4 0 TYPIC/AL SECTION 54L:/"/')" 54L:/"/')" _••••■••••■■•••, rci/ 6.6-4 e/Yr 57//y6 Le pel,v/Vi ,eaor/A/6 e45"C" r 0o. 44 ' SLA T& c)t,/ g4or/VG T C 10/Alr /e(v4_ 5,/e417/44i HATC/I1 w 2 X?5,, Roor -9 C g _P / CI) 42 riA 2 fi e 3 4 0/10.17 PLATO aV/ l' 40415 & e.) 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All -- qing, plumbing, e/t..:trica i , ..ii.rin. 4 4.,itt 4,a,..ffiv.lb, - 4 %,. • - ., •(-- bo'sorr'&zalrd before itispection - id!!!1!..4. ...... PERMI1 .., ALTERATION to the RESIDENCE of MR.81 MRS. JAMES A. DIXON, JR. •00 N.E. 101 STREET MIAMI SHORES FLORIDA WATSON, DEUTSCHMAN, AND KRUSE ARCHITECTS AND ENGINEERS MIAMI FLORIDA CIAKD A PVD DATE 4 Apri11066 JOS NO 6512 SHEET l',10 • n c. D e c is For T oslld nc t etreet, Miami shores, Florida. 43 0 0 Extet. Uu, FENCE TO REMAIN 10 be 1 4' N. CMA1N L 0 •0•004 4,04 .0... 4.40 .......� .•• 0 • • ........; ....... 000.. . • • • ••••• ••••••• .• • • . • ♦.'' .. • . . 4.4 . k•0 • EXISTING ASPHALT DRIVE • Northeast . 101 st Street • PROPERTY LINE 15.00' d.wi.,oi r M mmememme r r .wn.o+ .i r moommmmme Mm .f r r 4444400. M M — r w 004400 4 .00 EXISTING 1- 3TOF#Y RESIDENC A N r r/..aINIB r r ....Awl • NO .. w —1 r r • el.DS 8dt?#3ACK r.w.r..rrrr III rr4•s..r 1 1 1 LEGAL DESCRIPTION � Qt$ 1 • 8, i l.QCi< lod, 'MIAMI 44c PE • 6 CTfGN NO. 4' $4� OPIVI$fs?N r lViN4 t01 PLAT 1141it?tGr' As t COtRPED I. AT 1 OQ (> > PAGE ;d, GIs TI-44 OLIE3L!C v cQIQD@ CO DADS daNTY, Pt GRiDA 14.8' PARKWAY SIDEWALK PROP. LINE PROPERTY LINE r � 'rF TRACK , - � WINGNUT SCALE HALF SIZE SIZE /4" MAX. L EXISTING STRUCTURE 02/27/97 12:38 186 46" .6C 1.50' 1 469" 0 WIDTH UNLIMITED (PERP. TO PANEL SPAN) 5ECTIONo- 141 OPTIONAL 1 PRODUCT MARKING LOCATION 7 I 1.50 12 5C COVERAGE 14.60" STORM PANEL SCALE 3" • 1 -0" X 0 - 6 -1/4 (TYP L TYPICAL ELEVATION 1.00" A P z 1 1 O SCALE : HALF SIZE PLAN VIEW REINFORCING BAR W/ FASTENERS AT MIDSPAN. "F" TRACK, STUDDED ANGLE, W/ STUDS Lm 6 -1/4" 0.C. AND DIRECT MOUNTS W/ ANCHORS (® 6 -1/4" O.C. PRODUCT MARKING (OPTIONAL LOCATION) 3. 500' o — OPTIONAL LEG ,__ 11 . - c DIRECTION �- 11.00" - OPTIONAL LEG DIRECTION STANDARD CHANNEL - TOP MOUNT 81 OR DIRECT MOUNT 1'*r TUBE L FASTENERS) (SEE PLAN VIEW L NOTE 6) (BOTTOM MOUNT - CD(1 OR DIRECT MOUNT 16 GAGE GALV. STEEL GRADE D 16 14 OPTIONAL OVERLAP FASTENERS TYP. ISEE NOTE • 1) 11 5 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE' 1" x 2" MIN. TO 2" x 5 MAX. TENSION FASTENER 012" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING STRUCTURE 0 ■ 12 ,75 1 , 2.000' 062" TVI i 175 1.750' 2.000" r . o o. "h" HEADER SCALE : 3' • t• -0 5.00" - 16 GAGE GALV. STEEL GRADE D SOFFIT CHANNEL SCALE HALF SIZE 1 00" — 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" • 1' -0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION - 1/4" MAX. 6 -1/6" (TYP L TYPICAL ELEVATION 1/4 -20 x 3 -1/2 DOLT WITH WASHERED WINGNUTS p 12 -V2" O.C. (TYP) ; 7, ;.75" r EXIST NO STRUCTURE a N.1 /4" MAX. GALV. STEEL GR,;DE D DR ALUM. t • MIN. .085' KEYHOLE WASHER SCALE : MALI- LIZE — TOP MOUNT (B) OR DIRECT MOUNT FASTENERS (SEE PLAM VIEW L NOTE 1) FOR INSTALLATION W/ FASTENERS (l9 MIDSPAN "F" TRACK. STUDDED ANGLE. W/ STUDS 01 6 -1/4" O.C. AND DIRECT MOUNTS W/ ANCHORS La 6 -1/4" O.C. PLAN VIEW SCALE. 1 -1/2" • 1' -0" 2.000' 0 1 of - .062 - o l , r N A50' .250"- BOTTOM MOUNT ®® OR DIRECT MOUNT 1 1.750" 1 1.987' "h" HEADER 0 SCALE : 3" • 1•-0" - 1 1.'3 2 "0 .9'8" 1" x 1" x 16 3 STEEL TUBE TYP. (OPTIONAL) SEE NOTE 1 & TYPICAL ELEVATION 1S 14 SCALE wIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTIONr- 1.75D ' "U" HEADER SCALE . 3" • 1' -0" 1.DC " - �16 GA. o. STEEL TUBE HALF SIZE 14 OPTIONAL O 1 O BOTTOM MOUNT } 12- /2 _ , L : OR DIRECT !TYP) TYPICAL ELEVATION MOUNT OR INSTALLATIONS W/ NO FASTENERS (m MIDSPAN. "F" TRACKS, STUDDED ANGLES, W/ STUDS (0) 12 -1/2" O.C. AND DIRECT MOUNTS W/ ANCHORS (11 12 -1/2" O.C. MAX. 3/4" OVERLAP MIN. I © 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE ANGLE L S CALE : 3" • 1' -0" TYP. 16 GAGE o I V4" S.S. STUD STEEL GALV. o ; Cm 6 -t/6' O.C. r, 2 ", 3 6" OR 5" 1.50" ANGLE O STUDDED ANGLE .25" 6063 -T6 ALUMINUM S" MAX. SCALE .3 •t 0 0 FLORIDA STORM PANELS, INC OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED .093" TYP. 1.5C" ANGLE SCALE 3" • 1 -0" SCALE : 3" • 1' -0" GENERAL NOTES. 1 THIS SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -91 'MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESION LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It • .035 ") CONFORMING TO ASTM A446, STRUCTURAL QUALITY, GRADE C. WITH A MIN. Fy • 46.7 KS', GALVANIZED IN IN ACCORDANCE WITH ASTM 060. ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -16, U.O.N. 4 PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANE. WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLO4 /5 5 ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy • 33 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY DE MOUNTED HORIZONTALLY WHERE APPLICABLE. E PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A x r x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -V2 BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATIONQ(. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4 -20 x Y BOLTS ITN DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATI ,t FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS L TUBE ARE NOT REQU ED. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 9 THE DETAILS AND SPECIFICATIONS SHOWN HERE(/ REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202, AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -032 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCNG BOLTS AND /OR BARS ARE PROPERLY INSTALLED, WHEN REQUIRED'. EXISTING STRUCTURE BY 1 -1/2" 1 MIN. APPROVED AS C0MPLYiNG F1 TH THE SOUTH FLORIDA BUILDING CODE DAT ' RI L I ► ,aq7 SMEAR FASTENER p 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF AND 6" 0.C. FOR DESIGN LOADS GREATER THAN 140 PSF. PRODUCT CO , ROL DIV'S,ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C 16 - o7O 1• (4)Z 0 1— N lil / V.J. KNEZEVICH PROFES FL Lk•na PE 0 09 A C: 4 71 1 7 date Cif• AS NOTE 'O•olyn by VJK 41 > n1 r • O Du o N .0 • P 3YN Z - y1J r < N s a � � 0� cna > yi vJK Orawlny no. 95 -498 an•t 1 of 4 R STRUCTURAL and GENERAL NOTES . t SOL STATEMENT! A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LJMEROCK WITH AN ALLOWABLE BEARING CAPACITY OF 2.0 K.S.F, (UNLESS NOTED OTHERWISE) B. PROVIDED PROPERLY COMPACTED NON-- ORGANIC FILL TO 95 o MODIFIED PROCTOR.% MODIFIED P1;20C C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK 2 CONCHHTa A. COMPRESSIVE STRENGTH OF CONCRETE AY 28 DAYS NON- STRUCTURAL SLABS ON FILL 2500 P.S.I. ALL OTHER CONCRETE 3000 P.S.I 8. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YD5. PORTION THEREOF. SPECIMENS SHALT. BE TESTED ACCORDING TO ASTM C-39. ONE AT 3 DAYS ONE AT 7 DAYS AND THREE AT 29 DAYS C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS: 1� CONCRETE POURED AGAINST THE EARTH -- 3' 2 CONCRETE EXPOSED TO EARTH OF WEATHER 5 OR SMALLER - 1 1/2* 6 OR LARGER -- 2" 3). CONCRETE NOT IN CONTACT WITH THE GROUND BEAMS AND COLUMNS -- 1 1/2" SLABS AND WALLS -- 3/4" 3. RENF0ACING BTEEL' A. REINFORCING BARS MUST CONFORM WITH ASTM A615 GRADE 60 8. WELDED WIRE FABRIC MUST CONFORM WITH ASTM A -185 AND MUST BE SUPPORTED ON SLAB BOLSTER SPACED AT 3 OR MAXIMUM ON CENTER C. FABRICATION AND DETAILING ACCORDING 10 ACI 315 D. ALL ACCESSORIES MUST HAVE UPTURNED LEGS AND BE PLASTIC -- DIPPED AFTER FABRICATION MASONRY WALLS A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING ERECTED B. MORTAR MUST CONFORM WITH ASTM C270 OR TYPE M (2000 P.S.I.) C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C9O, ON GRADE NI, TYPE 1, NORMAL WEIGHT WITH FM =1500 PSI D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C.476 WITH 2000 PSI STRENGTH AT 28 DAYS. E. REINFORCING: USE DURAWALL TRUSS # 9 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL BLOCK. (U • 9 OARS • 12' .C. &WOOD A. WOOD TRUSSES MUST BE DESIGNED IN a ACCOR At' WITH SOUTH FLORIDA BUILDING CODE REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARIN THE SEAL OF A PROFESSIONAL ENGINEER WITH FLORIDA REGISTRATION. SPECIFY BOTH PERMANENT BRACING AND THAT WHICH IS REQUIRED DURING CONSTRUCTION. • B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb 1200 P.S. ). EXCEPT FOR 4 X 12 HEADER BEAMS WHICH MUST HAVE A MINIMUM OF 1500 P.S.I. C. ALL WOOD IN CONTACT W /CONCRETE, MASONRY, OR LATH SHALL EiE PRESSURE TREATED AS PER THE * AMERICAN WOOD -- PRESERVERS ASSOCIATION'. 6.81111071.f1A1.. 81EEb . A. PIPE COLUMNS MUST CONFORM WITH ASTM M3 GRADE B. PLATES AND ROLLED SECTIONS SHALL BE ASTM A--36 TUBE SECTION COLUMNS TO CONFORM WITH ASTM A-500 GRADE 13. B. BOLTS MUST CONFORM WITH ASTM A ---235 C. PROVIDE TWO SHOP -COATS OF RUST INHIBITING PAINT. FABRICATION AND ERECTION SHALL BE ACCORDANCE WITH AISC SPECIFICATIONS 7.8t A83 ON FLU A. TO BE PLACED ON CLEAN, NON -- ORGANIC SOIL THOROUGHLY IytO}STENED IMMEDIATELY BEFORE CONCRETE IS POURED. CONCRETE IS TO BE PLACED ON 0.006 IN V }SQUEEN VAPOR BARRIER. SLABS ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EACH SEGMENT OF WHICH IS NOT TO EXCEED A MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. & OOOFotATION A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE OR'AW1NGS AND AT THE JOB SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT ,PfillOR TO FABRICATION 4' c4tic. 8LAa ON 6'x6', t /1f UV ON 6 MIL VAPOR E3ARRIER ON 95% ComI:Actet FILL. O EXIST. FAMILY ROOM moms., MMTER BEDROOM PROPOSED CONC. DECK (2) • 4 140R. HAR.8 • 12' O.C. 4' CONC. oi..4i5 ON 656', 10/10 Wit-1 ON 06 MIL VAPOR E3ARR;ER ON 959 GOMP4c7ED FILL. (U • 4 VE;RT. 'L' HAR8 • 12' O.C. _ kY GROUT INTO aX167. CONC. 3' -3' 2,' -6 6' -8' A{. PR)rNC14 POGR 8 EXIST. . TNT. REC. AREA EXIST. AARMIE • • 0 /19 798 DRAWN BY: EMM CHECKED BY: SOE ATTACHMENt NO.: ArrACHM rvr DRAWING FILE NO.• EILE98 -02Q DATE: 10/5/98 SCALE: NOTED SHEET NUMBER: 2 QF EXISTING OVERHEAD SERVICE TO FPI. POLE NEW METER AND MAIN aREAKER EX ISTING ROOF OVERHANG EXISTING r r J L_ J r L L J MAIN SERVICE LOCATION PLAN (}) GFC.I. MASTER ISEpROOM 103 34 EXISTING FAMILY ROOM 102 EXISTING DINING 101 EXISTING LIVING 100 3 35 PORCH 100 1 F 34 KITCHEN 101 23 GFL.I. AIL 32 LOCATION OF NEW WATER /— NEATER r LOCATION OF NEW ELECTRICAL PANEL 'A' TIL. /SNUJR. ROOM 106 MASTER CLOSET 105 EXISTING GARAGE 109 MASTER 8AT1 -1ROOM 104 NEW WORK PLAN / � SCALE 1/4'4-0' KEYFLAN SEAL : OCTAVIOE BIZ 2491 N.i.7TH STF PHONE (305) 25. CONSULTANT: JOSE STRUCTU 10340 Souti Miami, Flor License No. PROJECT NA.` INTERI RENO MIAMI 8H- RADEI_ INTERK 700 North Miami She Roger Miami Sho JOB NUMBER DATE CAD FILE NO ACENCY NO RE1ON3 /Sl; A 1 2 iiT LA 1 DRAWING NO ( DRAWING TTTI NEW ELEC PLAN w REMOVE EXISTING S" CONCRETE BEAM IN ITS ENTIRETY, CUT RE - BARS AT EXTREME ENDS - FLUSH' WITH ADJACENT WALL. MINIMUM 4" OVERLAP (TYPICAL EACH END.) NOTE: THIS DRAWING IS ONLY FOR REFERENCE. REFER TO STRUCTURAL CALCULATIONS AND SKETCHES INCLUDED WITHIN. 1)5E 4316ci hl11.5 (W1K1~) FLR ty LL 104 MASTER BATH R A N 1 I ROOM NAME 100 EXIST. LIVING 101 EXIST. DINING 102 EXIST. FAMILY RM 103 MASTER BD. RM. 105 MASTER CLOSET 106 UTILJSHWR RM. 101 KITCHEN 108 INT. RECREATION 109 GARAGE FLOOR =.TR E.T.R. E.T.R JJD. ^..T. .IJD. JJD. E.TR. 2. ALL GYPSUM BOARD SURFACES TO BE PAINTED TO MATCH EXISTING ADJACENT. BASE E.T.R. E.T.R. E.T.R. WD. WD. WD. WD. WD. WD. E.T.R. 1. ALL GYPSUM BOARD SURFACES SHALL BE OF 1/2' DRYWALL WITH APPLIED ONE -COAT FINISH (WALLS AND CEILINGS.) 3. ALL WOOD TRIM AND SURFACES, TO MATCH AND BE PAINTED AS EXISTING ADJACENT. NORTH E.T.R. E.T.R. E.T_R P. C.T. PLJP. PLJP. P. PUP. E.T.R. WAL EAST E.T.R E.T.R E.TR P. C.T. PLJP. PLJP. P. PUP. E.TR FINISk SOHE DETAIL '1' SCALE 112' -1'-0' EXISTING 2"x0" ROOF JOIST TO REMAIN 5E F. -MTTAI L, f.1\‘'‘ NEW ROOF JOIST LEG - EXTENSION. ATTACH WITH 6. 1/8 5(5" THRU -BOLTS WITH WASHERS EA. SIDE, AND HEX NUT AS SHOWN. EXISTING 8" CONCRETE BLOCK WALL WITH CONCRETE BEAM ABOVE - TO REMAIN. EXISTING GARAGE S1't i 4 v UP.ItPT 552 t4 JG15-r w00V It - (esas SE 5F7HCo 9(j? 12129 vs 3- t -11Lt1 -2,-20510 t?►L1 NA 11,E0 I1 Cc3t4CQETE- SC1- LS SOUTH E.T.R. E.T.R. E.TR P. C.T. PL./P. PLJP. P. PUP? E.TR IEDULE- WEST MAT. l-$GT. MAT. E.T.R. E.T.R. P. E.T.R - - C.T. PL./P. PL./P. PUP. E.T.R WAINSCOT 1cEIL1 NG C.T. MO MP - - - E.T.R 4 mi. OM ID E.T.R. E.T.R P. PLJP. PLJP. PLJP. PLJP. PL./P. E.T_R REMARKS PAINT ALL EXISTING SURFACES APPLY CERAMIC TILE TO ENTIRE WALL AREA FLR. NO. DOOR NO. 101 102 103 104 105 106 101 108 109 110 DOOR TYPE SWING SWING SWING SLIDE SWING SWING DOOR MAT. Woot WOOL 5. WOOD WOOL 3. Woof 5. WOOD 3. WOOL 5. WOOL 3. WOOD WOOL DOOR SIZE WTN. 3 3 2 2' -6' 2' -6' 2' -6' 3 2 -3' -0' 3 I-1GT. 6 6 6 6 6' -8' 6 6 6' -8' 6 6' -8' OOR TI-4. 1 3114 1 3/4' 1 3/4' 1 3/4' 1 3/4' 1 3/4' 1 3/4' 1 3/4' 1 3/4' 1 3/4' FR4ME MAT. WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD DULF NOTES 8.APPLY 1/2' CEMENT BOARD TO ALL WALL 4 CLG. SURFACES WHICH ARE TO RECEIVE CERAMIC TILE AS THE FINISH MATERIAL. APPLY MIN. 2' FIBERGLASS MESH TAPE OVER SEAMS AS TILE MORTAR IS BEING APPLIED. USE ACRYLIC ADDITIVE AS NECESSARY TO INCREASE MORTAR ADHESIVENESS. 1.ABBRE VATIONS: E.T.R W.D. PL. EXISTING DINING 101 EXISTING TO REMAIN WOOD PAINT CERAMIC TILE PLASTER FINISH EXISTING LIVING 100 000 KITCHEN 101 000 DOUBLE 2'x12' BEAM, GLUED AND NAILED MASTER BEDROOM 103 I OUBLE 2'x 8' GLUED AND ATTACI -IE NANO DOUBLE 2'x12' LEDGER WITH 3 - 1/2' x 5' LAG BOLTS 9 24' o.C. 2'x8' LEDGER WITH 2 - 1/2'(5' LAG BOLTS 9 24' O.C. DOOR NOTES 1. ALL DOORS, I- 4ARDWARE, AND FRAMES SHALL MAINTA INTEGRETY OF T1-4E EXISITNG ADJACENT DOORS ANT) 2. PROVIDE LATEX CAULKING AROUND THE ENTIRE PER FACTORY WOOD SEAMS BEFORE APPLYING FINAL F'A 3. SEE FLOOR PLAN FOR EXACT DOOR SWING. 4. ALL DOORS SHALL BE PROVIDED WITH A CLEARANCE BETWEEN THE BOTTOM OF THE DOOR AND THE FINISH FLOOR OF 5/8' MAXIMUM. 5. DOOR NUMBERS CORRESPOND WITH ROOM NUMBERS SEE FLOOR PLANS FOR EXACT LOCATIONS. *11' -5' 16' 16 2' X 8' EDGER ATT.A HED TO STING 2'x4' FRAMING 16' EXISTING GARAGE 109 O) H 4. C.kEDULE Et41L5 NEAP SILL FRAMES. MS MO AM MN MD Oa LABEL ASSEM. 411 IM ID AN Mb 01, .'0F2 EASE OF IDENTIFICATION. DOUBLE 2'x8' BEAM WITH 3 - I/2' x 5' LAG BOLTS ONE END, AND METAL HANGER AT OTHER. REPRESENT APPROXIMATE LOCATION OF WALL ABOVE (TYP. OF 2) 2'x8' BLOCKING (TYPICAL) 2' x 8' WOOD JOIST BLOCKING FOR WALL SUPPORT, 6 16' O.C. ATTACHED WITH METAL HANGERS AND 10d NAILS. (TYPICAL) 2'x8' WOOD JOIST 6 16' O.G. ATTACHED WITH METAL HANGERS AND 10d NAILS. (TYPICAL) EXISTING CONCRETE BLOCK WALL (TYPICAL ALL SIDES OF EXISTING ROOM.) IN THE VISUAL AND CRAFTSMANSHIP (METER OF DOOR FRAMES AND ALL INT COAT. DOUBLE 2'x8` LEDGER WITI-42 - 1/2' x 5' LAG BOLTS 6 24" O.C. KEYPLAN REMARKS EXISTING TO REMAIN EXISTING TO REMAIN PAINT BOTH SIDES \1 — ST /. i ARE OF / UJOr G JAME' '4' S 42.01 TlEVs1-1N FLT grotAket EXISTING PATIO EXISTING CONCRETE BLOCK WALL EXISTING PARTITION TO REMAIN EXISTING LIVING ROOM INTERIOR RECREATION EXISTING ROOF JOISTS AND ROOF SYSTEM TO REMAIN —� EXISTING CEILING TO REMAIN EXISTING CONCRETE BEAM TO REMAIN EXISTING DOOR BEYOND EXIST. DOOR TO GARAGE (TO REMAIN) MASTER BEDROOM 1/2' PLYWOOD ON 2'x&' PT. SLEEPERS ON EXISTING CONC. SLAB (USE 1/2'x3' LAG BOLTS 6 24' O.C.) / kX / 3'F1 G &6' \ CONCRETE SLAB EXISTING CONCRETE BLOCK AND FOOTER (TYPICAL) NOTE: EXTEND EXISTING RIDGE LINE TO EXISTING CONC. BLOCK WALL. NEW CEILING SHALL CONSIST OF ONE CONTINUOUS RIDGE LINE FROM PATIO -SIDE -WALL TO NEW UTILITY ROOM - SIDE -WALL. NEUJ WOOD FRAME STEPS +1 EXIST. CONC. BLK. WALL TO REMAIN 1 -0' 1 -0' UTILITY/ SHOWER T. EXISTING ROOF JOISTS (TYPICAL) NEW DRYWALL CE(L!NC NEW DBL. DOORS TO (TYPICAL) MASTER CLOSET • 0 0 4. a F +� • • \/y NEW 4' CONC. SLAB WITH 6X6 10 WIRE MESH ON VAPOR FARRIER - PLACE ON WELL COMPACTED FILL k. 11111.1 ■1111111► CLOSET • NEW COMPACTED FILL EXISTING &' CONCRETE SLAB (TYPICAL) • • INSTALL MIN. R33 INSULATION ON REMAINDER ATTIC SPACE NEUJ 2'x6' CLG. JOISTS `) 2'x4' STUD FRAMING (TYPICAL) REFER TO DETAIL I, SHEET A3.01 4 ,rtrrrrrrrr�r rr■l V, —�— EXISTING CONC. BEAM is WITH 2'x8' SILL PLATE ■ 2'xS' CEILING JOISTS e 24' O.C. (TYPICAL) EXISTING CONC. BLOCK WALL TO REMAIN (TYP.) NEW COMPACTED FIL L EXISTING 6' CONCRETE SLAB MASTER BATH EXISTING GARAGE NEW WOOD STUD PARTITION *216' O.C., INSTALL FIRE STOP AT 4S' AFF. (,4T DRYWALL SEAM) NEW DRYWALL CLG. NEW 4' CONCRETE SLAB WITH &X& .10 WIRE MESI -4 ON VAPC BARRIER SECTION 'A' SCALE 1/2' - 1' - 0' OCTAVO E NEVI 1 2491 XI 7111 S PHONE (305) OONSULTAN JOSE STRUCT[ 10340 Son Miam4 Flc License N. PROJECT N. INTEF REN( MIAMI S: RADE INTER 700 Nod Miami Sh Roger Miami Sh Jos NUMB- DATE CAD FLE P AGENCY Ni r v1S/oNS/ l I A I [o TA A 0 SEAL: DRAWNG INTF= EXISTING FAMILY ROOM 102 EXISTING CONCRETE BEAM TO REMAIN — PORCI -4 100 EXISTING DINING 101 EXISTING LIVING 100 t3' -2' KITCI -IEN 101 L NEW COMPOSITE MATERIAL COLUMNS EXISTING KITCHEN r r I I II I II 1 1 11 LL _J1_J� l = == = =s= i aaaaaaa5.1 ••• t9' -2' 9' - :: ono 103 UT I L. /SI -4WR. ROOM 10� aaaaaaa WOOD CABINETRY WITH CERAMIC TILE TOP AND SIDE (TO TUB), (TYPICAL OF 2) 1 1•- 1 Lr- L____J 1 1. _ 000 4' -2' MASTER ' BEDROOM L___ WET M BAR INTERIOR RECREATION 108 2' -0' r 1' -8' 6' -0' 105 2 ' - 6 ' I A2.01 1 EXISTING PLAYROOM 3' f9' -0' c EXISTING LAUNDRY AREA EXISTING BEDROOM C MASTER 4' -11': 2' -6' tl' - t8' -3' T 1' 4' 2 -9' 108 r H H LOCATION OF NEW ELECTRICAL PANEL m EXISTING GARAGE 109 N 't EXISTING TOILET ROOM EXISTING CLOSET WALL HUNG CABINETRY AND SHELVING LOCATION OF NEW WATER NEATER MASTER BATHROOM 104 NEW WORK PLAN SCALE 1/4' -1' -0' ammoclimIt.7.11 DEMOL I g r _ 0 0 0 0 i DEMCI_I REMOVE E'',06TING PARTITION FRAMING, OR PORTION T: I.REOF. (NO DRYWALL EXIBT'8 ON ANY PARTITIONS TO SE DEMOLISHED) REMOVE DK:YWALL FACE FROM CONCRETE MALL REMOVE ? ';SE REMOVE a ✓'ic Pre TAN EXI REMOVE G `•I_Ih 0 REMOVE WOOD RELOCATE :X16 0 REMOVE EL 'DI 10 DEMOLITION PLA 2 � SCALE ., n . N PLAN LEGEND EXISTING WALL OR PARTITICS6 TO REMAIN WALL OR PARTITION WTH EXI6TING DOOR TO REMAIN EXISTING WA U- OR PARTITION TO BE REMOVED WALL OR PARTITION WTH EXISTING DC.IGIZ TO BE REIOYED DENOTES AREA OF DEMOLITION COORDINATE WITH 8't1'tBOL6 AND DEMOLITION NOTES. DETIOLITICN 6111BoL (6EE DEMOLITION LEGEND) DENOTES EXISTING AREAS OUTSIDE THE SCOPE OF WORK TION LEGEND D CONCRETE FLOOR TE BLOCK WALL, AND CONCRETE BEAM ABOVE. WOOD-JOIST SYSTEM CABINETRY TING ELECTRICAL PANEL -GLASS DOOR FLOOR FLAN LEGEND =/$# ( NEW PARTITION WITH WOOD STUDS • 24' O.C. (SEE FLOOR PLANS) EXISTING WALL OR PARTITION TO REMAIN WALL OR PARTITION WI TH NEW DOOR AND DOOR NUMBER (COORDINATE W/ DOOR SCHEDULE) NOTE: BROKEN LINE DOOR INDICATE; DOUBLE AC TING DOOR WALL OR PARTITION WITH EXISTING DOOR TO REMAIN S TOREFRONT / WINDOW OR BORROWED LICsHT SYMBOL (SEE ELEVATIONS) CASEWORK ELEVATION SYMBOL (SEE INTERIOR ELEVATIONS) E LEVATION MARKS (HATCHING DENOTES NEW) (UNHATCHED DENOTES EXISTING) SECTION SYMBOL W/ DRAWING AND SHEET NUMBERS DETAIL SYMBOL W/ DRAWING AND SHEET NUMBERS REVISION SYMBOL (REFER TO COVER SHEET FOR REVISION INFORMATION) REMOVE C(44CRETE SEAM IN ITS ENTIRETY 45 8HO1LNt, BUT REBARS FLUSH WITH ADJACENT 7JALL O REMOVE PI UMSI• G FIXTURES (PLUMBER TO REMOI/E /RELOCATE / OR CAP EXISTING PIPE VT 6T: A8 NECESSARY.) i� f3.1.a 1 0 1 M. 33.1 .EYPL AN AREA OF WORK UAL IN$ �ECTION 0 S OIL I NDICATES UN. ISTURB SAND, UMEROCK WITH AN P A �.�?, AL LOWABLE , E3EARlb1 CiWACt1? Oit 2.o (UNLESS NOTED OTHERWISE:) 8► , PROVID0', PROPERLY COMPACTED NON-- ORGANIC FILL TO 95 Z MODIFIED PROCTOR.% MOOIF EP PROCTOR C. OTHEk AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK A.. cOmpRu54YE STRENGTH QF CONCRETE AY 28 DAYS NON- STRUCTURAL SLABS ON ALL 2500 P.S.I. ALL OTHER CONCRETE 3000 P.$.1 B. TtSTS: A, MINIMUM OF 5 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS. PORTION THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM c-39. ONE AT 3 DAYS ONE AT 7 DAYS i\1`10 THREE; AT 29' DAYS C REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS: 1 CCNCRETE POURED AGAINST THE EARTH -- 3" 2) COI CRI.I'E EXPOSED TO EARTH Or WEATHER 5. OR SMALLER -- 1 lie 6" Q0' LARGER - 3) EONtRETE NOT IN CONTACT WITH THE GROUND BEAMS AO C) COLUMNS -- 1 1/2 SLABS AND WALLS - 3/4" 1 RENFOX:4NO STEW and GENERAL NOTES A. REINFORCING BARS MUST CONFORM WITH ASTM A815 GRADE 60 A WIC QEp WIRE FABRIC , MUST CONFORM WITH ASTM A--185 AND MUST BE SUPPORTED ON SLAB BOLSTER SPAC D: AT 3 OR MAXIMUM ON CENTER C. FABRICATION AND DETAILING ACCORDING 10 ACI 315 Q. ALL ACCESSORIE$ MUST HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION 4 MAC wt A AIL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE ABOVE E)E1NG ERECTED 0. MORTAR MUST CONFORM WITH ASTM 0270 OR TYPE M (2000 P.S.1.) O. HOLLOW CONCRETE' MA$ONRY UNITS SHALL CONFORM WITH ASTM C90, ON GRADE N, TYPE 1, NORMAL WEIGHT WITH F'M 1500 PS; D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C476 WITH 2000 PSI STRENGTH AT 28 DAYS. E. RE FORCING: USE DURAWALL, TRUSS 9 GAGE REINFORCING EVERY OTHER COURSE. USE VERT1CAL REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL BLOCK, e.XiOT. FAMILY ROOM J EXIST. KITCHEN U EXLL'r. MASTER E onooM FLOOR . , , 1 I . woop TRVSSE$ 114‘ B 4$.t N . t IU A Cot304 : WIT IT SOUTH FLORIDA suil.OING CODE Rt:QUIREMENTS SUBMIT SHOP ORA1 N g 4 E 8 NO " SF .AL OF A PROFESSIONAL' E.NGINEER WITH FLORIDA REGISTRATION. SPECIFY $QTi . PERMANENT SRACINO AND THAT WHICH IS REQUIRED DURING CONSTRUCTION. 8. ALL WOOD MEM€ER3 MUST HAVE A MINI 0f Fb 1200 P.S.I. EXCEPT FOR 4 X 12 HEADER BEAMS WHICH MUST HAVE A MINIMUM:' of 1800 C. ALL WOAD IN CONTACT' 1M/CONCRELTE, ONRY, OR LATH SHALL BE PRESSURE TREATED AS PER THE 'AMERICAN WOOD -- PRESERVERS ASSOCLATtO 0. BTRUOIVRA4. Wet', A. PIPE COLUMNS MUST CONFORM W11}(. ASTM A$ . GRADE 8. PLATES AND ROLLED SECTIONS SHALL BE ASTM A -36 TUBE SECTION COLUMNS TO CONFORM WITH ASTM A--500 GRADE B. B. BOLTS MUST CONFORM WITH ASTM A-235 C. PROVIDE TWO SHOP-COATS OF RUST INHIBITING PAINT. FABRICATION AND ERECTION SHALL BE ACCORDANCE WITH RISC SPECIFICATIONS 7. SLAW 014 Kb A. TO OE PLACED ON CLEAN, NON -- ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE: IS POUREQ. CONCRETE; IS TO BE PLACED ON 0.000 IN VISQUEE N VAPOR BARRIER. SLABS ARE TO BE PLACED IN ,A "CHECKERBOARCe SEQUENCE. EACH SEGMENT OF WHICH IS NOT TO EXCEED A MAXIMUM AREAS OF 325 SQ. FT. OR 30 UNEAR FEET IN ANY ONE DIRECTION. 8. COORDINATION A. COORDINATE ALL DIMENSION )5,` ELEr1/,A1IQNS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. B. CONTRACTOR SHALL VERIre " ALL DIM AND CONDOMS ON THE DRAWINGS AND AT THE JOB SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO FABRICATION LXIB'> OmACe • 0) • 4 StEEL DAR CMG BtAIRB tW tU.t�M. EXT. PLYWOOD e14 ATI41NO STAIR DETAIL FRAMING DETAIL / EXIST. MASTER OeDROOM "Ere doe. owe amovill 2 �,p 16 oP /8' 'Qp)S' / axt. P(.`c 81+gAt 1 3 � x 8' llIC7. J016T6 • 16' O.C. [ FAMINQPLAN 1 4° 2' x 4' WD. 811408 • 16' OTC 2' x 4' Pt. WD. DOT. PLATO Ekt0t1N 3 CONC. 61,.A 3 PPM PL Or D EA ING x 6' tarp. JOI8t8 44 16' O.C. 2' x 4' 11.0. 811.08 • !6' QA 2' x 4' Pt. WM BOt. KAM Ex18t1NA CONIC. 8L' a EXIST. - CLO8ET' 1 ► s 1 EXISTING OVERHEAD SERVICE TO FPL. POLE NEW METER AND MAIN BREAKER EXISTING ROOF OVERHANG EXISTING HOUSE NEW METER 6 4 CU (IND. r NOT TO SCALE L_ NEW 21/O, I•1/0 TI-111.N IN 1 "C TO REPLACE EXISTING SERVICE 200A MCB 22000 AJC 3/4" CU PP u cU CND. NEW 1 -5/9" X 10'L GROUND ROD r NEMA 3R MAIN SERVICE LOCATION PLAN CB SCALE ue'•e-a NEW MAIN r NEW 21/0 I"VON THUN, I16G M EXISTING 11/2•C ELECTRICAL RISER NEW PANEL SEE SCHEDULE I EXTEND To PANEL L ELECTRICAL NOTES: L 1 LOAD CALCULATIONS: BASED ON NEC OPTIONAL METHOD, 220 -30 EXISTING: EXISTING SMALL APPLIANCES: EXISTING FIXED APPLIANCES: 2000 SQ -FT • 3W /SC2 -FT = 3 • 1,500 REFRIGERATOR D ISHWASHE R RANGE WATER HEATER CLOTHS DRYER WASHER SPRINKLER PUMP SPARE MICROWAVE GARBAGE DISPOSAL GARAGE DOOR SPARE SPARE DEMAND LOAD let 10000 • 100 % Next 35000 • 40 % HEATING LOAD 4 FAN COILS (10800) 6000 2 4500 = 800 = 1 .200 = 12,000 a 4500 a 5,000 = 1,500 = 2760 = 2160 ▪ 800 ▪ 800 = 800 = 2600 = 3500 45000 = 10000 • • 14,000 34800 34,800/240 = 1454 I- ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.C., SF.B.C. AND ANY LOCAL ORDINANCES. 2- ALL MATERIAL SHALL BE NEW AND BEAR THE UL. LABEL. 3- ALL CONDUCTORS SHALL BE COPPER THHN/THWN INSULATION. 4- VERIFY WITH OWNER LOCATION OF ALL OUTLETS BEFORE ROUGH -IN. 5- WIRING DEVICES SHALL BE RESIDENTIAL GRADE. 6- ALL MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR PORCH 100 GF.C.1. MASTER BEDROOM 103 34 .C.I.41i) EXISTING FAMILY ROOM 102 EXISTING DINING 101 EXISTING LIVING 100 35 I►__ r - -- 28 LOAD CENTER 10000 WC 120/240 V. 10, 3W CIRCUIT 1, 3 2,4 5,1 6,8 9)1 10)2 13 ,15 14)6 11 -20,22 21,23)5 24 26 21 28 29 30 31,33 32,34 35 36 31 38 39 40 DESCRIPTION RANGE NEW AHU EXISTING DRYER NEW WATER I-IEATER NEW SPACE EXISTING SPACE GOND.LNIT 1 SPRINKLER FU LT8 1 REC. APP NEW DISPOSAL NEW DISHWA8.1ER NEW MICROWAVE NEW REFRIG. NEW RECEPT'8 EXIZTING LIGHTS 4 RECEPT. 1 LIGHTS 1 RECEPT. LIGHTS 1 RECEPT. NEW LIGHTS 4 RECEPT. NEW BATHROOM REC. NEW WASHER NEW SPACE FEEDER 2'2 /O) TIA N, I•6G IN EXISTING 11/2"C PAP POLE: I1 I 2 2 2 2 j 2 2 2 2 I - 1 f C KITCHEN 32 101 23- 2 i INTERIOR 32 _ REC. 108 0 0 EL A (NEW) B. TRIP 6 0 60 30 30 10 60 15 20 20 20 20 20 15 15 15 20 20 20 20 NOTES: 1: 2.- WIRE/CONDUIT 0 6 IN 3/4" C. EXISTING 0 10 IN I/)" C. '10 IN 1/2" G. EXISTING 12 IN I/2" C. i EXI8TING 1 92 IN I/2" C. 4 12 IN In" C. 0 12NV2 "C. 0 12 N I/2° C. DEMAND LOAD bee NOTE I 200A M.L.O. NEMA 1 SURFACE NO DEMAND LOAD Ilea NOTE 1 REMARKS SEE CALCULATIONS TI-115 SHEET RO11EX 18 ALLOWED TO BE USED FOR BRANCH CCT6. 3.- EXTEND EXISTING BRANCH CIRCUITS TO NEW PANEL LOCATION ELECTRICAL LEGEND $3 0 WP GFGI ine 0 2 E 6,8 LOCATION OF NEW WATER HEATER PADDLE FAN OUTLET WALL BRACKET LIGHT WATER HEATER DENOTES EXISTING TIL. /SHW1''. ROOM 106 MASTER CLOSET 105 LOCATION OF NEW ELECTRICAL PANEL 'A' EXISTING GARAGE 109 MASTER BATHROOM 104 NEW WORK PLAN SCALE 1/4' -T -0' SINGLE POLE TOGGLE SWITCH THREE WAY SWITCH TELEPHONE OUTLET (VERIFY LOCATION WITH OWNER) DUPLEX RECEP. IBA, 125V, GROUNDING TYPE, DUPLEX RECEP. 204,125v., GROUNDING TYPE, AEOVE COUNTER LIGHTING OUTLET J. SOX WITH FLEXIBLE CONNECTION TO EQUIPMENT THERMOSTAT SEE MECH. DWGB. FOR LOCATION DENOTES WEATHER PROOF DENOTES GROUND FAULT CKT. INTERRUPTER DISCONNECT SWITCH EXISTING ELECTRICAL PANEL SMOKE DETECTOR (INTERLOCKED) T.V. OUTLET (VERIFY LOCATION WITH OWNER) MOTOR SPECIAL PURPOSE OUTLET FLOOD -LIGHT UL APPROVED FOR OUTDOOR KEYFLAN AREA OF WORK j DOOFR SC1 IEDL-11,E ). TYPE MAT. I fel I SCI [EID,1 Igiltii. LASEL ASSEM. REMARKS WT1-3. ROOM NAME FLOOR BASE WALLS UJAINecOT CEILING REMARKS NORTH EAST SOUTH WEST MAT. 1-4GT. MAT. EXIST. L I VING Fi..T.R E.T.R. E.T.R. E.T.R. E.T.R E.T.R. - - - - WOOD E.T.R. - - - - EXIST. D IN ING E .T.R E.T.R E.T.R. E.T.R. E.T.R. E.T.R. - - - - E .T.R. WOOD EXIST. FAMILY RM E.T.R E.T.R. E.T.R. E.T.R. E.T.R. E .T.R. - - - - E .T.R. MASTER S. RM. JJD. W D. P. P. F'. P. _ _ _ _ SWING.'. WOO. P. PAINT ALL EXISTING SURFACES APPLY CERAMIC TILE TO ENT IRE UJALL AREA MASTER B ATI-4 C.T. WD . C.T. C.T. C.T. C.T. - - - - F' JP- MASTER CLOSET -1J. WD . FLIP. FLIP. FL J. PL./P. - - - - PL JP. UT IL/SHUR. M. :"....T. UJD. PL./P. PL./P. F'L./F. PL. ./F'. C.T. 4'- ON PL./P. K I TCI-4EN J.JD. LUD . P. P. P. P. - - - - - - - - PL IF'. --- - INT. RECRE AT ION ;.:.T. Luc). PL /P. PLJP. FL JP. PL/P. --- - - - - PL JP. - - - - GARAGE E .1 R. E.T.R. E.T.R. E.T.R. E.T.R. E.T.R. 13/4' E.T.R. - - - - - - - - - - - - - - - - 4 I PINISI 1 SC :DULE NOTHS :IYIFSUM BOARD SURFACES SHALL 6 . APPLY 1/2' CEMENT BOARD TO .LL LUALL 4 CLG. )F 1/2' DRYWAL L WITH AFF'L I E D SURFACES WHICH ARE TO RECE I VE CERAM IC -COAT FINISH (WALLS AND CE IL INGS.) TILE AS THE FINISH MATERIAL, APPLY MIN, 2 ' F I BE RGL ASS MESH TAPE OVER SEAMS AS TILE MORTAR IS BE ING APPLIED. USE GYPSUM BOARD SURFACES TO ACRYL IC ADD IT I VE AS NECESSARY TO All\ITED TO MATCH E X I ST ING INCREASE MORTAR AD NES I VENIt'.SS. AGENT. 1. ABE3RE VAT IONS: WOOD TRIM AND SURFACES, TO MATCH ET EXISTING TO REMA IN BE PAINTED AS EXISTING ADJACENT. W.D. WOOD P. PA INT C.T. CERAMIC TILE PL. F1... AST E R FiNis1-4 DOOFR SC1 IEDL-11,E ). TYPE MAT. DOOR SIZE FRAmE MAT. DETAILS Igiltii. LASEL ASSEM. REMARKS WT1-3. 1-1GT. T1-4 J4ME31-4E4 D SILL 1 2 .. Woo. WOOD - - - - - - - - - - - - - - - - EXISTING TO REMA IN . . WOO' WOOD - - - - - - - - - - - - - - - - EXISTING TO REMAIN PAINT BOTH SIDES 3 4 3 1 3 SWING. WOO v. WOOD - - - - - - - - - - - - - - - - SWING . WOO P WOOD - - - - - - - - - - - - - - - - SWING.'. WOO. WOOD - - - - - - - - - - - - - - - - SL IDE . . WOOD - - - - - - - - - - - - - - - - SWING. UJOOP UJOOD - - - - - - - - - - - - - - - - .. WOO. WOOD - - - - - - - - - - - - --- - SLUING . ■ 1 3/4' WOOD --- - - - - - - - - - - - - - - - - ) a. WOO • 13/4' WOOD - - - - - - - - - - - - - - - - 4 DOO \OT 5 _L DOORS, NARDWARE, AND FRAMES SHALL MAINTAIN THE VISUAL AND CRAFT51 TEGRETY OF TNE EXISITNG ADJACENT DOORS AND FRAMES. ROvIDE LATEX CAULKING AROUND TI-IE ENTIRE PERIMETER OF DOOR FRAMES AND ALL \CTORY WOOD SEAMS BEFORE APPLYING FINAL PAINT COAT. EE FLOOR PLAN FOR EX4CT DOOR SWING. _L DOORS el-iALL BE PROvIDED WITH A CLEARANCE BETWEEN THE BOTTOM OF THE 001R AND T1-4E FINISH FLOOR OF 5/8' MAXIMUM. OCR NUME3ERS CORRESPOND WITH RooM NUMBERS FOR EASE OF IDENTIFIc,4TION. HE FLOOR PLANS FOR ExAcT LOcATIONS. 1 EXISTING FAMILY ROOM 102 EXISTING 'CONCRETE BEAM TO REMAIN EXISTING DINING 101 EXISTING LIVING 100 *3 EXIST. KITC1--4EN 101 *9'-2' NEW UTIL./61-4UJR. ROOM 10& EXIST, MASTER E3EDROOM 1 NEW MASTER 103 CL. 10 105 FILLED C.B.S. CELL UJ/ 1 VET. EACH, TYPICAL AT BOTH SIDES MIN. Sixa" STARTER COLUMN 100 NEUJ COMF'OSITE MATERIAL COLUMNS WOOD CAE3INETRY WIT- 1 CERAMIC TILE TOP AND SIDE (TO TUE3), (riFICAL OF 2) EXISTING KITCI-4EN 4'-2' _ ( = = = EXISTING PLAYROOM EXISTING F'AT I 0 6 EXISTING LAUNDRY AREA 2-" EXISTING GARAGE 109 :ct EXISTING E3EEDROOM Ns- \ EXISTING TOILET ROOM EXISTING CLOSET WALL HUNG CABINETRY AND SHELVING LOCATION OF NEW UJATER HEATER LOCATION OF NEW ELECTRICAL P,4NEL NEW MASTER 134T4-11ROOM 104 NEW WORK PLAN CCALE DEMOLITION PLAN SCALE 1/4'4-0' DEM6LITIO N PLAN LEGEND EXISTING UJALL OR F'ARTITION TO REMAIN UJALL OR PARTITION WITH EXIST NG DOOR TO REMAIN EXISTING WALL OR PARTITION TO OE REMOVED WALL OR PARTITICN WITH EXISTING DOOR TO SE REtIOVED DENOTES AREA CF DEMOLITION COORDINATE WITH 6YMESOLS AND DEMOL I TI CN NOTE S. DEMOLITION SYMSOL (SEE DEMOLITION LEGEND) DENOTES EXISTING AREAS OUTSIE THE SCOPE OF WORK T ION LEGEND coNGRETE FLooR NC wooD-JOIST SySTEm. cABINETRy NG-GLAss cooR FLOOR PLAN LE&END Ke.) KEYFL NEW pARTITION UJITN WOOD STUDS * 24' 0.C. (SEE FLOOR PLANS) EXISTNG WALL OR PARTITION TO EMAN WALL OR PARTITION LUIT;-4 NEW DOOR AND DOOR NUMBEP. (COORDNATE LW DOOR SCHEDULE NOTE: BROKEN LINE DOOR INDICATE* DOUBLE ACTING DOOR WALL OR PARTITIoN WIT-4 EXISTING DOOR TO REMAIN STOREFRONT / WINDOUJ OR BORROWED LIGHT SYMBOL (SEE ELEVATIONS) CASEWORK ELEVATION SYMBOL (SEE INTERIOR ELEVATION) ELEVATION MARKS (NATC1-4N G DENOTES NEW) (UNNATCI-IED DENOTES ExISTNG) SECTION SYMBOL Ill/ DRAWING AND SHEET NUMBERS DETAIL SYMBOL uJ/ DRAWING AND SI-IEET NUMBERS REvISION SYT (REFER TO COvER SNEET FOR REvISION INFORtIATION) AREA OF / WORK DEtIOLI 0 REMOVE EXISTING PARTITION FRAMING, OR PORTIQN THEREOF. (NO DRYUJALL EXIST'S ON ANY PARTITIONS TO EsE DEMOLISHED) A\ u J IRE AL IovF._ oRYWALL FACE FROM CONCRETE 0 REMOVE RAISE r.;\ REMovE coNcRETE eLOCK WALL, AND \.1/ RETAIN EXISTING CONCRETE BEAM AeOvE. p REMOVE CONCRETE ESEAM IN ITS ENTIRETY AS SHOWN* CUT REE3Al25 FLUSH ADJACENT WALL 0 REMOVE CEIL 0 REMovE 1000 i o REMOVE PLUMING FTU IXRES (PLUMeER TO REMOVE / RELOCATE / OR CAP EXISTNG PIPE e+TSTEM AS NECESSARY) (1)I RELOCATE EXISTING ELECTRICAL PANEL REMOvE SLIDI OCTAVIO E. VEND 2491 N.t 7TH S'I PHONE (305) 2, CONSULTAN JOSE STRUCTU 10340 Soul Miami, Flo! License No PROJECT NA INTERI RENO MIAMI 8H RADEI INTERI( 700 North Miami Shoi Roger Miami Shot JOB NUMBER : DATE CAD FILE NO: AGENCY NO: REVISIONS/SU; A 4-20-9 / \ COME SEAL: DRAWING MI NEW DEMC FLOC DRAWING NO: SEE MIN SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR 02/27/97 12:39 ANGLE TO WALL DETAIL TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP 1. BOTTOM QCONT. — EXISTING STRUCTURE ANGLE TO WALL DETAIL O A WALL MOUNT SECTION SCALE 3" • 1• -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE �id►• L O7 CONT. W000 FRAMING — TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP, TOP L BOTTOM WOOD FRAMING L O - WALL MOUNT SECTION SCALE 3" • 1' -0" 1/4' MAX. -- 1/4 -20 MACHINE BOLT L WINGNUT p 6 - 1/4' O.C. OR 12 - 1/2 - O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUOS SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL PANEL TO ANGLE DETAIL GLASS OR DOOR 1/4 -20 MACHINE DOLT L WINGNUT p 6 -t/4- 0.C. OR 12 -1/2" D.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) MBED 1" x 4" x .12S OR 2' x 4 x .125" AL. TUBE OR 2 x 6' P.T. WOOD SEE MIN SEPARATION FROM GLASS SCHEDULE - GLASS OR DOOR QCONT. SEE MIN. SEPARATION FROM GLASS SCHEDULE SHEAR FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM \. EDGE DIST. L EXISTING STRUCTURE 1/4” MAX. W J - 1 0 W 'GI V ZI N J • W JI Z < a a a! Z Xi 0 1/=-20 MACHINE BOLT :1 In L WINGNUT (D 6 -1/4' O.C. OR w 12 -1/2' O.C. USE STORM PANEL LENGTH CORRESPONDING 1 TO STUDS SPACING (SEE TABLE 1) EXISTING STRUCTURE CEILING /INSIDE MOUNT SECTION SCALE 3 = 1 -0” i� QCONT. 2 - 1/4 "0 x 4 -1/2" 5.5. LAG SCREW p 24 0.C. MAX.. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1 /4'0 S.S. LAG / 1/4 -20 MACHINE BOLT LAG SCREW W/ 1-1/2' 2. WINGNUT p 6 -1/4" D.C. OR PENETRATION INTO W000 12 - 1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) . THIS DETAIL MAY DE USED AT TOP OR BOTTOM OF PANELS NOTE: USE OF THIS DETAIL tS LIMITED TO it 72 SF. O WALL MOUNT SECTION (BOTTOM) E SCALE : 3" - 1' -0" EXISTING W000, CONC. OR HOLLOW BLOCK STRUCTURE - EXISTING W000 STRUCTURE EXISTING WOOD, CONC. OR HOLLOW BLOCK STRUCTURE -r GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE EMBED TYP. TOP L BOTTOM SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR 000R S SCALE 3" - 1• - 0" (TYP) EXISTING STRUCTURE —� I � v OPTIONAL LEG DIRECTION . SIDE CLOSURE REO•D. (SEE PLAN VIEW) BUILD —OUT MOUNT SECTION SCALE 3 x 1 -0" TENSION FASTENER - USE DIRECT MOUNT FASTENERS W/ KEYHOLE WASHER 13 DR SIDEWALK BOLTS. ANCHORS p 6 -1/4' O.C. MIN. OR p 12 -1/2' 0.C. WHERE ANCHOR SCHEDULE PERMITS. DO NOT EXCEED STORM PANEL LENGTH CORRESPONDING TO ANCHOR SPACING. SEE TABLE 1 (TYP. TOP L BOTTOM. WALL MOUNT SECTION (DIRECT MOUNT) ` — 1/4 -20 MACHINE BOLT L WINGNUT (6 12' O.C TYP. TOP 3. DOTTOH © OR - 1/4 -20 MACHINE BOLT L WINGNUT 6 -1/4" 0.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING )SEE TABLE 1) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I ° L • 19q? 1/4 MAX. PRODUCT CO ROL DIVISION BUILDING CODE COtAPLUANCE OFFICE ACCEPTANCE NO. C I6 -3"7 I. 62- IO I • '1 C ( M 1- • b ' i I ■ • 1 9 14 N l2 — NI ( V.J. KNEZ PROFESAOKAL EER FL Lk r ah Na PE 1 (d•t• (d.uyn by Vx 4 l7 0 tV 0 J 7. . ^ L �n O .i Y D 0 0 4 CI Y S.:z NM M a L u J • 0 > m 4 - • J0 • N LL 0 N .0 • • P Y 1 O 2 (.1) J 4;11 a Q � 0 0 J U- Ale At NOT[ B27199UU J ar•ving no. 95 -498 drawn by checked by VAC I .n.. t 2 of 4 EXISTING CONCRETE BLOCK WALL EXISTINS PARTITION TO REMAIN EXISTING LIVING ROOM INTERIOR RECREATION EXIST. DOOR TO GARAGE (TO REMAIN) EXISTING ROOF JOISTS AND ROOF SYSTEM TO REMAIN EXISTING CEILING TO REMAIN EXISTING CONCRETE BEAM TO REMAIN EXISTING DOOR BEYOND i EXISTING MASTER BEDROOM 1/2' PLYWOOD ON 2"x6' PT. SLEEPERS ON EXISTING CONC. SLAB (USE 1/2"x3' LAG BOLTS 24" O.C.) �\ CONCRETE SLAB EXISTING CONCRETE BLOCK AND FOOTER (TYPICAL) NOTE: EXTEND EXISTING RIDGE LINE TO EXISTING CONC. BLOCK WALL. NEW CEILING SHALL CONSIST OF ONE CONTINUOUS RIDGE LINE FROM PATIO- SIDE -WALL TO NEW UTILITY ROOM - SIDE -WALL. +1 NEW WOOD FRAME STEPS +1 EXIST. CONC ELK. WALL TO REMAIN UTIL ITY/ SHOWER NEW 2"x&" CLG. JOISTS EXISTING 2 ROOF JOIST SYSTEM TO REMAIN 2"x4" STUD FRAMING (TYPICAL) NEUJ 2 "x$" ROOF JOIST BRACING (SEE STRUCTURAL) REFER TO ATTACHED STRUCTURAL CALCULATIONS AND SKETCHES EXISTING CONC. BEAM WITH 2 "xS" SILL PLATE cO EXISTING ROOF JOf::;TS (TYPICAL) NEW DRYWALL CEILING (TYPICAL) +1 \ � % \ % � % N,/ / ��� ai \�N / NEW 4" CONC. SLAB WITH &X6 *0 WIRE MESH ON VAPOR CARRIER - PLACE ON WELL COMPACTED FILL 0 0 NEW COMPACTED PILL EXISTING 6" CONCRETE SLAB (TYPICAL) 6 I 1 EXISTING CONC. OCK W • LL TO f ;MAIN (TYP.) NEW COMPACTED FILL �\ / / / /\ / NEW DBL. DOORS TO CLOSET INSTALL MIN. R33 INSULATION ON REMAINDER ATTIC SPACE EXISTING 6" CONCRETE SLAB MASTER BATH EXISTING GARAGE NEW DRYWALL CLG. NEW WOOD STUD PARTITION el&" O.C., INSTALL FIRE STOP AT 4S" A.F.F. (AT DRYWALL SEAM) NEW 4" CONCRETE SLAB WITH 6><& #10 WIRE MESH ON VAPOR BARRIER SECTION 'A' SCALE 1/2' - 1' - 0' SECTION 'B' SCALE 1/2' - 1' - 0' 0••Ign by vJK Or•ln9 95 -496 .'.•t3At4 V.J. KNEZEVICH PROFES EB 7 199 GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE SEE ANCHOR SCHEDULE SEE MN. EPARATION FROM GLASS SCHEDULE • • ^ " (a`iii so .111111'1111111' • T.t — EXISTING STRUCTURE O SOFFIT MOUNT DETAIL SCALE 3" ANGLE MAY VARY © ALT. CORNER DETAIL SCALE 3" • V -0" 02/27/97 12: x 3105 -1414 OR 6063 -T6 ALUMINUM ALLOY OR 16 GAGE GAL V. STEEL ANGLE THREE 1/4'• WOOD SCREWS W/ 2' MIN EMBEDMENT OR THREE WDOD BUSHINGS W/ r MIN. EMBEDMENT (TYP AT EACH JOIST, TRUSS OR RAFTER p 24' 0.C. MAX..) 2 x WOOD JOIST, TRUSS OR RAFTER •12 SMS BETWEEN TRUSSES El 26' 0 C. MAX 1/4' MAX. 2x WOOD DECKING 1/4 -20 S.S. BOLTS i WNGNUTS MDPOINT Of PANEL SPAN OR Sr O.C. MAX. (TYP) Y Y. p 1/4 -20 MAtl1P1E BOLT Z: 0- L WNGH/UT (B 6 -1 /4" O.C. DR 12 -1 /2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) WOOD JOIST .5 EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) 1 Y oIH� O r O ilO , CNpE RTP) GLASS OR DOOR SEE MIN. SEPARATION GLASS SCHEDULE 7OCONT. - - ALT. LEG DIRECTION (TYP) \ I 4 EXISTING \ STRUCTURE CONT. O ALT. BUILD —OUT MOUNT SECTION 6 -1/4" 1/4_20 STUD L 1/4 -20 MACHINE BOLT t WINGNUT (B 6 - 1/4" 0.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TENSION FASTENER (SEE ANCHOR SCHEDULE) 6 -1/4- yEQ. INTERIOR FASTENING ANGLE ASSEMBLY SCALE • 1 -1/2" . 1'_0- 1/4 -20 MACHINE BOLT / 6 NUT as) 21'O.C. (TYP. TOP & BOTTOM) 1/4" MAX. 3/6'• HOLE FOR FASTENING PANEL IRA EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) SEE MIN. SEPARATION FROM GLASS SCHEDULE O "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" : 1 TENSION F ASTENER (SEE ANCHOR 5 HEDULE) -- NE W STRUCTURE - •141111 i /HOED SEE MIN. SEPARATION FROM GLASS SCHEDULE 1/4 - 20 MACHINE BOLT i WNGNUT p 6 - 1/4' 0.C. OR 12 - 1/2 - O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) r I/4 - MACHINE BOLT / L WINGNUT p 6 -116' 0.C. OR / 12 -1/2' 0.C. USE STORM , PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) 08 IN 5 /8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" • 1' -0- 1 -1/2' OPTIONAL HANDLEI LOCATION — x3' /4' ALUMINUM ANGLE O 7 1 -1/ • 1 -1/2 AL. STUD ANGLE U / O ° OM STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" • 1 -0" ANGLE FASTENING E ASSEMB Y(SECTION A) SCALE : N.T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINONUTS PROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) 0- i W t7 0 W ti— G G 1/4 -20 STUD W/ NUT ALUM. OR GALV. STEEL SPACERS AS REQ'p TENSION FASTENER \(SEE ANCHOR SCHEDULE) x 3" x 1/4' x 1'- 1_1/2 - ALUMINUM ANGLE 1 /4 "• RAWL CALK -IN W/ 7 /e' MIN. EMBED. IN CONC. p 5' 0.C. OR 1/4"• RAWL STEEL DROP -(N W/ Y MIN. EMBED. (N CONCRETE p r 0.C. 1/4 - 20 MACHINE BOLT \ & WINGNUT 6 0.C. OR 12 -1 /S' 0.C. USE STORM PANEL LENGTH CORRESPONDING \ TO STUDS SPACING (SEE TABLE 1) \TYP, TOP L BOTTOM — ALUM. OR GALV. STEEL. SPACERS AS REC('D O TENSION FASTENER (SEE ANCHOR SCHEDULE) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK rn O ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE 3" • 1•-0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT w p' • 1•. BY I .✓ iN PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ' - 0701•6z A STORM PANEL SCHEDULE D L E NEGATIVE 1 DESIGN LOAD 1 W IPSF) W/ BOLTS L /OR BARS AT MIDSPAN W/ BOLTS t /OR BARS AT N SPAN NO BOLTS OR BARS AT MIT) SPAN FOR ALL MOUNTING CONDITIONS W / STUDS P 6 -1/4' D.C. FOR STUDDED ANGLES, - f` TRACKS W/ STUDS P D.C. 1 DIRECT M OUNTS P 6 -1 /4' 0.C. MAX. TOP t BOTTOM FOR STUDDED ANGLE 'F' TRACKS / W STUDS G 17 -1/2' 0_C t DIRECT MOUNTS W/ ANCHORS 6 12 -1/2 0.0 MAX MAX. PANEL LENGTH (FT -IN( MAX. PANEL LENIITn (FT -,N) MAX. FANL.. LLf.'�Tr• 1'T -IN1 30.0 11- 0 11 -0 8 - 8 40.0 11- 0 11 - 8 - 8 50.0 10 - 6 10 - 8 - 8 60.0 10- 1 70 - 1 8 - 8 70.0' 9 -B 9 -9 B_8 ■ 00.0 I" m g P 01 1 1 1 1 1 1 9 - s e -1 90.0 9 - i 7 - 2 700.0 710.0 8 -9 6 -6 8 - 4 5 10 120 0 7 - 11 5 - 5 130.0 7 -8 5 -0 , 140.0 7 - 4 4 - 7 150.0 4 -7 7 - 1 4 -3 160.0 4 - 6 -11 4_0 170.0 4 - 0 6 -8 3 - 9 180.0 3 - 10 6 -6 3 -7 190.0 3 - 7 6 -3 3 - 5 200.0 3 -5 5 - 11 3 - 3 210.0 3 - 3 5 -8 3 -1 220.0 3 -2 S -5 2 - 230.0 3 -0 5 - 2 2. 9 02/27/97 12:42 W � C _Z D F- F- N u X - W O ANCHOR NOTES. 1/4 "0 RAWL NAIL -IN W/ 1 -3/8" MIN. EMBEDMENT 1/4 - 0 CALK -IN L 1/4 - 20 IDEWALK BOLT (3/4`0 HEAD W/ 7/8" MIN. EMBEDMENT 1/4 "0 TAPCON W/ 1 -1/2" MIN. EMBEDMENT 1/4 "0: ELCD FEMALE "PANELMATE' w/ 1/4 -20 TRUSS HEAD L WASHER W/ 1 -1/4" MIN. EMBEDMENT )1E 1/4 ELCD MALE - PANELMATE" W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 RAWL NAIL -IN W/ 1 -3/8" MIN. EMBEDMENT 1/4`0 CALK -IN S. 1/4 -20 SIDEWALK DOLT (3 /4'0 HEAD) W/ 7/8" MIN EMBEDMENT 31E 1/4 TAPCON W/ 1 -1/2" MIN. EMBEDMENT 1/4 "• W000 LAG W/ 1 -1/2" MIN. EMBEDMENT 5/16"• BRASS WOOD BUSHING L 1/4 -20 SIDEWALK BOLT (3/4'0 HEAD) W/ 1` MIN. EMBEDMENT )1f ANCHOR TYPE 1,1111 N/A • DO NOT USE ANCHOR. ANCHOR SCHEDULE FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) LOAD (W) PSF MAX. 72 156 7 2 156 230 72 156 230 72 156 1 6 3 4 3 s 230 72 156 230 72 156 230 72 156 230 230 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAO SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 4. SIDEWALK BOLTS MAY BE SUBSTITUTED FOR TRUSS NEAT) BOLTS IFy • 60,000 P.S.1.). )1E SUITABLE FOR DIRECT MOUNT C9 6 -1/4- OR 12 -1/2' SPACINO ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED W ANCHOR SCHEDULE. 5•-7" MAX 12.5 12.5 2" EDGE DISTANCE 12.5 12.5 12.5 I 12� 230 ..._•________,---- 4 72 6.25 6.25 156 6.25 S 3 3 MAX. PANEL LENGTH (L) FT 8• -5" MAX. N/A 12.5 N/ A 5 3 12.5 12.5 12.5 12.5 12.5 12.5 r.s 11' -0 MAX. N/A 12.5 156 6.25 8 4 6.25 3 1 12.5 t2 tp 8 8 6 230 N/A N/A 72 • 12.5 10 7 12.5 11 r/ 123 11 8 12.5 , 12.5 12 7 - 5* 7 5 N/A N/A N/A 12.5 12.5 12.5 12 12 5 12.5 12.5 12.5 12.5 12.5 ,2 5 71 11 12.5 12.5 t2.5 t25 7t3 :>/ 12.5 10 7 9 7 12.5 12.5 10 12.5 ._• 12.5 72 I L' 12.5 1 12.5 '1 / 12.5 72.5 - 12.5 12.5J 12.5 J 6 4 N/A N/A 6.25 6.25 6.25 6.25 N/A N/A N/A N/A 3" EDGE DISTANCE MAX. PANEL LENGTH (L) FT 5' -7" MAX B' -5" MAX. 111' -0" MAX. 6.25 12 5 12.5 12.5 12.5 12.5 12.5 11 12.5 12.5 "<"."2.5 12.5 f0 � 6.2 5 6.25 N/A 4 3 11.5 I �.s I 7 i t0 i f 6 6 4 b 3 6- 6 6 1 3 6 5 1 b i 3 / 4 N/A N/4 3 6 4 1 N/A 6 ,_ :_44j,.-/ .>,<" 6 _ N N N/A - /A /A N// N/A I N/♦ N/A I� A 6 3 L 1 0 7 0 , (--,.r2 s 5 5 V__;.!---12.5 8 12.5 6.zs ,0 ' N /A N/ 3 3 A 9 6 3 4 1.>./. N/A N/A N/A 4 N/A 6.25 N/A N/♦ 7 / 12.5 •1 0r 156 3 5 N/A N/♦ 4 7 N/A 4 N /A 3 N/A 3 /A 230 N /A 3 N/A N NIA N/♦ 6 N/A 6.25 .5 6.25 6.25 4 3 3 N/A N/A N/A N/A N/A .1 T A 3 MIN, SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) 4 0.0 50.0 60.0 70.0 MAX. PANEL LENGTH (FT - INI 5 - 8 -5 6 - 0 11 - 0 5 - 7 8 -5 B - 10 - 6 5 -7 8 -5 8 -8 10 - 1 5 -7 8 -5 8 - 0 9 - 9 MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE fINCHES) BAR 2 -1/4 2 -1/4 3 3 2 - 1/4 2 -1/4 3 3 2 -1/4 2 -1/4 3 3 2 -1/4 2 -1/4 3 3 NO BAR I ND BAR, NO OVERLAP J FASTENERS 2 -3/8 3 -1/2 2 -3/8 1 3 -1/2 3 3 -1/2 3 N/A 2 -3/6 2 -3/8 3 3 3 -1/2 3 -1/2 3 - 1/2 N/A 2 -3/8 3 -1/2 3 1 3 -1/2 2 -3/8 3 -1/2 3 N/A 2 -3/8 3 -1/2 3 3 -1/2 2 -3/8 3 -1/2 3 N/A MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE INCMESI ALL CONDFTIONS 1 -1/8 1 -5/8 1 -3/4 2 - 7/8 1 -1/4 1 -7/8 1 -7/8 3 1 -1/4 2 2 -1/8 3 1 -1/4 2-1/8 2 -1/4 3 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19q DATE BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 6 1'6 -4 . oZ • 0 13131:11111111111 P4 V.J. KNE PR #ES FL LI •n• PE 3 2 W N > m 4m - J 0 •0 LL 0 N .0 P Z N J .O 4 a 0 Q 7 199 9.18 -91 CH AS drawn by A9 NOT[0)� 00 1 0•6Ign by VJK) tback•d 61 VJK I tl r•wln8 . n• 95 -498 •F.••t 4 Of 4 3000 MIN RSI CONCRETE Approved: 04 /10/97 -I- L METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE E OFFICE METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 PRODUCT CON'T'ROL NO'T'ICE OF ACCEPTANCE Florida Storm Panels /Stainless \letalworks, 14475 N.V. 26th Avenue Opa Locka FL 33054 Your application for Product Approval of: 20 ga. Galvanized Steel Storer Panels under Chapter 8 of the Metropolitan Dade County Code governig .use fll lt to M a t e i a fed by: Types of Construction, and completely described in the plans, specifications A pplicant, along with Drawing Number 95 -498, sheets 1 through 4 of 4, dated 02/26/97, signed by V.J. tine'evich, P.E. (For listing, see section 8 of this Notice of Acceptance) ade has been recommended for acceptance by the Building Code Compliance office in Da t 1011S County, Florida under the specific conditions set forth on pages seq. and the Standard on page 3. This approval shall not be valid after the expiration date stated bel 1 obsiO o of f ode Coom plant e reserves the right to secure this product or material at anytime f e quality control testing. If this product or material fails to perform in the ap o n terial nmed The Compliance Office may revoke, modify, or suspend the use o product applicant shall re- evaluate this product or material should any amm ndme t to the O orid rves thi ng Code be enacted affecting this product or material. The Building Code Compliance the right to revoke this approval, if it is determined by the Building Florida Code Compliance Off he ice e hi of product or material fails to meet the requirements of the South testing will be incurred by the manufacturer. ' Acceptance No.:96- 0701.02 (Revises No.: 95- 1102.01) Expires:01 /04/9 Raul Rod iguez Product Control Supervisor - hIIIS IS THE COVERSIIEE'1', SEE ADDI'T'IONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE CommiTTEE This application for Product Approval has been reviewed by the Metropolitan n D o e n in Builde ing Code Compliance Department and approved by the Building County, Florida under the conditions set forth above. 1' es Director Building Code Compliance Dept. Metropolitan Dade County Florida Storm Panels, Inc. ACCEPTANCE NO.: 96- 0701.02 APPROVED : APR 1 0 1997 EXPIRES : January 04. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -498, Sheets l through 4 of 4, using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A446 Grade C, (minimum Fy = 46.7 ksi), Coating: I lot -Dip Zinc- Coated Galvanized in accordance with ASTM A525, Reg. Spang. G60. 2.2 Panels are rolled formed, have a nominal width of 12.50" and a total width of 14.50 ", forming 1.75" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6 as shown on the approved drawing number 95 -498, sheet 1 of 4 bearing the Dade County Product Control approval stamp. 2.4 Tested specimen: Dimensions: 5 wide x 67" long overall 52" wide x 96" long overall 52" wide x 101" long overall 5 wide x 132" long overall 51.75" wide x 104" long overall - 2 specimens for impact and cyclic load 3. LC%IITA"I'IONS 3.1 The maximum design pressure will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected. For all the approved installations, refer to the details and schedules shown on the approved drawing number 95 -498 sheets 1 through 4 of 4 bearing the Dade County Product Control approval stamp. 3.2 \linimum sep ration to existuigglass to be protected shall be as shown on Table 2 "Min. Separation from Glass Schedule" of the approved drawing number 95 -498 sheet 4 of 4 bearing the Dade County Product Control approval stamp. 3.3 Maximum clearance between top ofranel and inside 01' header shall he 1/4" . 3.4 Reinforcement: See Typical Elevations, Sheet 1 of 4, Drawing No. 95 -498 3.4.1 Panels utilizing a steel tube shall be fastened at overlaps at midspan to a 1" x 1" x 16 ga. steel tube extending the whole width of shutter attached with 1/4 -20 x 3 -1/2" bolts w /die cast aluminum washered wingnuts or jacknuts spaced at 12 -1/2" o.c., see Typical Elevation ( #15) of the drawing above. l lelmy A. Makar, P.C. - Plans Examiner Product Control Division Flori Sturm Panels, Inc Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida l3uilding Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiratlritt date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. items 10, 11 & 12 Ij5tcd below only apply to olazcd products and doe 10. Unless specilically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 I . The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stir. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. I2 I lardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South 1 :1urid. Building Code. ACCEPTANCE NO.: 96- 0701.02 APPROVED : APR 1 0 1997 EXPIRES : January 04. 1999 NOTICE, OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered alter a renewal application has been tiled and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ', or as specifically stated in the specific conditions of this Acceptance. Ilelmy A. Makar, P.G. - Plans Examiner Product Control Division 1'NI' nr 'Tiffs . ccr T. \cl: Florida Storni I':anels, Inc. ACCEPTANCE NO.: 96- 0701.02 APPROVED : APR 1 0 1997 EXPIRES : January 04, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS S. E \'IDENCE SUUi\11'T"fED 8.1 "Tests: 8.1.1 Test report ou Large Missile Impact Test, Cyclic \Vinci Pressure Test and Uniform Static Air Pressure Test or 20 gage storm panels, prepared by Construction Testing Corporation, Report No. CTC -95 -032, dated September 26 thru 29, 1995, signed and sealed by Christopher G. Tyson, P.I. 8.1.2 Test report on Large Missile impact and Cyclic \Vind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -96 -009, dated February 26 & 28, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 95 -498, Florida Storm Panels, Inc., 20 gage Storm Panels, Sheets I, 2, 3 and 4 o14, prepared by Knezevich & Associates, Inc., dated 02/26/97, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Nlill Certified Inspection Report, dated 5/26/95, for I -fot Dipped Galvanized Steel, ASTM A4.46 by Productor de Acero Laktbal, C.A., with chemical composition and physical properties. 8.3.2 Tensile Test Reports from QC Metallurgical, Inc., Job No. 5IM -2162 dated 09/26/95 for galvanized steel, tested per ASTM E8 -93, signed and sealed by James \V. Roese, P.E. 8.3.3 Tensile Test Reports from QC Metallurgical, Inc., Job No. GCM -719 dated 03/25/96 for galvanized steel, tested per ASTM E8 -93, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Storm panel calculations and comparative analysis, Sheet 1 thru 24, Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated October 2, 1995. 8.4.2 Storm panel calculations and comparative analysis, by Knezevich and Associates, Inc., siLned and sealed by V..I. Knezevich, P.E., dated 06/14/96 and 02/26/97. -2c- 1 lelmy A. I\lakar, P.E. - Plans Examiner Product Control Division