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315 NE 98 St (13)I S ':w _s } 1 a I J u V • J V .' C 7 VAa_ID UNLESS EY.ECSSE6 W SURVEYOR'S SEAL REVISED: ell 44104, +GW.:s. -ekt G •A: .:,:L.: ^z tifti?:F" ..s �_ sari= ru =aav _nu ___ _ • __._.....a:.�x - .— : = a:� .es • .�xr__= s.1. *...�= ter-• ^� =c =�- ..er �ss.raz ��-eri^rse =�e D 1 Pct-) tee } r' out�0 t4o�) X1.50 \ �+QEY� 31 6 3 4- to 0 Lo uC. ' 9fAve ' r I P 30.0 t ^ 30.50 (o9 r to vbs. d ` \2,S tNo 44-•20 45 Law- -- `1--/I-o \' (i 115 DC) El•vatiers based cn CB!.1 Elev. NGVDat�m. Locator Ince>: +tin._. ;.! : ...: -r +. • s\tte'� =•'7'e ;. e: Y..• yy;:. +?%`�.tY^w$'%:':'�'(f*Ar;4iftt :'i.1'F4.,if ar NSF'_ _._._._ cwigs' LEGEND • PIP= Found Iron Pipe S.P.0 =SET1 /2 "PIN &CAPLB4789 r N /D = Foc ^� Vail b Disc S.PCP= SET PERMANENT CONTROL POINT LB4789 �= CENTERLINE, P /L= PROPERTY LINE,' O /L= ON LINE M.H. = MANHOLE, WM= WATER METER, PP= POWER POLE F.C. = FENCE CORNER, R= RECORD, M= MEASURED CHAIN LINK OR WIRE FENCE= W000 FENCE- MASONRY WALL= CONCRETE= .-.•,: •.. . - .:. • MA '. •'::.' 7 INC ENANCE & DRFNAGE EASE3IINI; = 1 ik D.E. NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. 1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The lards shown hereon were not abstracted for Easements or other recorded encumbrances not shown on the plat an( . the same, if any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvements were not located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the felce. 7) Wall Ties to the face of the Wall. 8 EEARINO FT-TJ S1IOyd ARE R TO AN ASSUMED VALUE SAID PB PAGE D' e a` p � 3�ii 0 • LE-3L DESCRIPTION : (rFurni°ha b'y CI :ant) LEGAL DESCRIPTION: The ' East i of Lot 14 and all of Lot 15, Block 41 OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO.ISUBDIVISfON AT PAGE 70 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 OF THE PUBLIC RECORDS OF DADS COUNTY, FLORIDA. h1 --'-'-'— ss u t.:.0.1...4*. BOUNDARY SURVEY t HEREBY CERTIFY That the Survey represer,;ed hereon meets the m,n,mu n tecnn■cal re adopted Dy the STATE CF FLORIDA Board of Land Sur,eyors puos::ant to Sec ,,cn 47 2.027 Flor:ea S!atuus Trete a•e no e n croachments. c.erra,s case-,ent, apceann•g on the plat cr e a easements otner than as shc.vn hereon .LARK M. KRAJNTK Registered Surveyor No State of Florida a off �V±1►� terns::, ° fly: 4 '; • r :�r LOCATION SKETCH S C A L E : N T S Certified to: John C. Leone, Kathleen M. Leone, 315 N.E. 98th St. Miami Shores, Florida 33138., Gulf cue— Stream Title Company, Fidelity National Title r-ovNc _ Insurance Company of Pennsylvania, Citicorp Mortgage, { Inc., its successors and /or assigns as their interest may appear, 670 Mason Ridge Center Drive, St. Louis, r MO 63141. 3371 1 \Tc .cs x: itediv, il:ti106442'tYAi" `Ma tivC ; '1 fisvkSAIV v'L "3EC� T•"�'� A- *Ale, .;:r;v,'2Kt l.tt;E.:,,'. ? <;y4: �c:r:r sti: .i�,t•t :e :Ar.re.:7': Ins• . BLANCO, DANIAL & Land Surveyors • 4100 Aurora St. Coral Gables.F1. 33146 Suit B (305) 865-1200 FLOOD ZONE: NEI : DATE: - Zlo-9 °p °3 SCALE: 111= 20' is =a.�: a r�'+�ys.� •-= =�---- .tea r___-.=.a�:� -• —, ( SUFFIX: J C OMNIT WITTY DWN. BY: F. $(ANCo ASSOC. INC. Planners Mailing Address) 555 N. Shore Dr. Mia. Beach F1. 33141 Fax (305)865-7810 DATE 3 BASE :A./ 1 0 r 96 - 7(1,5 JOB No. REVISION . SYMBOL DATE 0 i z / I C 0 U o W O CO Q O r U ff Q 1 0 M U M M a D L. N L p V n 0 cn LA s V E U W i LLJO 0 Co W Li 0 in M DATE FEBRUARY 10,1997 COMM NO. 97226 SHEET 1 OF 1 r umilarmaarblr i \QRT H Scale: I/4" =1' -0" c -- Relocate A/C, 7 7 Z.777 2 "x8 "spaced @3/8 ". // i' ,I /// // // ,/ / // // ; / // • / / // // / / /� / // PLf R iii" • / 7/7// � / / //, P,.00 F AN Scale:1 /4" =1' -0" Existing structure 6 "riser 12 "tread - stair - - 2 "x6 "top plate. -h L #5 in Hite( onc. bloat 2- I /2 "galv.._ wire @I2 "OG Slack - DeL • 4 16' a 6' -6" 2 "x12" PT 6 "riser 12 tread stair 10"x10" footing w /4 "x4" column A - 2 "x8" PT @ 4' -0" 0G. - 2"x6" PT @ 24" OG. 2 "x6 "cont.ledger w/ / 3/4 "bolt @36" 0G. // A/G I fl 11==_-11 a] I pair of 30" metal french style doors see attach product aproval 2 "x6 "top plate , - 1/2" gal wire Io •�hi j'� ?" e �e�ott �-- 4 "x4 "post simpson hanger Ivp 26 2 "x8 "deck ,- 2 "x6 "framing 10 "x10 "x10" conc. footing 'ECT o\ A 5caIe:3 /4 " =l' -0" RELOCATE A/G GOMPRESOR TO NEW LOCATION ERA 2 "x4 "block- \QT ES . SLIkt'AD 1 N 2 "x10 "pt --_ 2 "x12 "tread 4"x4-"post SEA I O \ 6 1/2" gal wire 2 "x6" riser 2 "x8 "deck 11 I -1(1 1 1 1- 111 - =1 I 1 = -1�1 I + I1- - III- 111 _I - - I - Il —i I = = i = _ Hai rpson EPB 44 — I= -tl -1 I - -i— —� , i — III I i ,— Tr'I —� I — � �_ -- 111_111 - 1 11 - I Il I 1 —Ill —I -, I I__11 -11 II I. ALL CONSTRUCTION SHALL CONFORM WITH THE SOUTH FLORIDA BUILDING CODE AND \LL APPLICABLE GOVERNING GODES AND REGULATIONS. 2. THE CONTRACTOR S-\LL VISIT THE PROJECT SITE AND EXAMINE THE PLANS AND BECOME FULLY FAMILIAR WITH THEE EXISTING CONDITIONS AND MA'ERIALS TO BE ENCOUNTERED AS TO CHARACTER, QUANTITIES OF WORK TO BE PEFFORMED AND MATERIALS TO BE FURNISHED. 3. ALL WORK SHALL BEPERFORMEED IN STRICT AGGORDANGE WITH THE BEST PRACTICES OF THE CONSTRUGTION TRADES IN- A PROFESSIONAL AND WORKMAN -LIKE 4(ANNER, ANY WORK NOT CONFORMING WITH THESE STANDARDS MAY BEREJEGTED BY THE ARCHITECT AN2, REDONE BY THE CONTRACTOR Al NO ADDITIONAL EXPENSE TO -THE OWNER. 4. THE CONTRACTOR S+.ALL FIELD GHEGK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRI TO COMMENCEMENT OF CONSTRUCTION AND BE RESPONSIBLE FOR SAME. DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ,\RGHITEGT. 5. DO NOT SCALE DRANINGS. 6. ALL WALL THICKNESS ARE SHOWN AS NOMINAL DIMENSIONS AND REFER TO ROUGH GCNSTRUGTION. 1. THE CONTRACTOR SHALL REVIEW THE VARIOUS EQUIPMENT MANUFACTURES ANDSUPPLIERS AND OBTAIN DRAWINGS AND SPECIFICATIONS FOR COORDINATION PRIOR TO COMMENCEMENT OF WORK. 8. ALL NEW EQUIPMENT CR FIXTURES ARE SUBJECT TO FIELD ADJUSTMENT. 1. UPON COMPLETION OF ALL WORK THE GONTRAGYOR SHALL REMOVE ALL DEBRIS AND CLEAN THE PREMISES INCLUDING ALL FLOORS, WALL_ SURFACES AND TOILET ROOMS. n r► IROUGH THE COURSE OF THE WORK THE CONTRACTOR SHALL REGULARLY SAN THE" .JCr ITr: AND MAIN -' \IN GLEAN AND ORDERLY W('r - 'KING CONDITIONS. II. ALL DRAWINGS ARE INSTRUMENTS OF GONSTRUGTION AND REMAIN THE PROPERTY OF THE ARGHITEGT. ANY REPRODUCTION OF SAID DRAWINGS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT 15 PROHIBITED. VIOLATORS WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW. LI,Noicostaillowial~MV/We ctly(tALit0■91101/0■1111114artilAtaiiiIMMUNINIAKCINtlkiag417/WINNJOia7118t4ledallif 2/111141411110KAIdicitiliirs .duafr1111,roreurraoatilii1 aK. VIIIIINdIIIIIAIwill41111Al sumxrw�rar +raraa tlaRtaniutiwawaidagas asiliabimualemowmuumeLAyba - "'AC —y OMili eceAsrklAGO tuwws+na� arssMINOa MINIUMONMEWAILMANIO Mei WaletaaMarealrISAkagalv410141124PC‘AalanCEMIJI MidreiYwnriaitinaa :AV+ yw&ilaik41114kawye Arpem.A0,11,444(atiwrarar+Vse 6a4A1Aik - - emEnNosvAftla446.rJraaaara, vusimshAksrtlMa IIssrRa. ltlMsi■lw► 43‘ AWSAI,' 44+41VWUa.01 MS414r1 utM►eaayi Ye.. .... E r.. *.. ,44 rid +l, '� 1 4:0 A.", fr4r � 4,4 a d y G '+ /d pi . , (' .i /?J,! /. xte (113. '' ail iS�ca°,}1:' �'! I c /fax G .' �:/�l�T ! s ! � 1 � t A y .y.r. 74+i it :. .f. S a i { 42QL ,) /1 1,1 .)/. a f . o fd . tSi,S:1,144. ', &//i er tYr fd e,t3. • s.vPonw. • \ _4 »ka. 11ri• Jr ? ,,. r, i ., , .4, ....... . /y a , , , 1,140.' ,.. ,o dill r o, /4firr, . ,z.m• ±.rr 44 o w , . /am: p1A. = v't . r/ t/ r, 2:' .4 ii= i : :' `R . vsr f.� f ULiiT /c�.�l r .P c xy , > 51 ( •a-- , 4 40 1 11 1i/ir ;. 4,e, . P4+ , viNINAe toi 7h 'A ,IPtirr Att. oftwdloks litEtT 0 ,1 , *aY,LsiNSOGEN pr \f's 6 4 ,. vs4-'• * 4 . ..4" • _—,..•••■••Arlit2/46XelleSearitLiggridriL_ k 6 C \INN \ 1/ ,,1 '' S I c..) .41 6 . . i.9....t.;.,.f.4 r---, A c v 0,..)k.1_\. ) " • ."'" ' " , 1 .`" r-' , • , y , x1 \c- (.3 i4 viN 2. o , ) k0 t\ \ A (4 > 5 ra 0 at° op, a " - ' \ - 1•1) ( ?, ‘` ._ \ 1 4-„ ) r ‘Fttei i IA - ---- t 1 [..._..":".;- ] 7 . 2: 1: :: ,,. (... 1,"..... VO C • M Cs \ \ M C : 2 "..... % : .• ... ... ( \ \ :. ..... .....,,, ..,-....„,-••. ......-.......,,,,_. .. x' • T'' ',.. t .- 'Cr: .... - • , ...., ' .••• •.+, • ' • • •.... .. ''''• • ....,` .., '," V •,-.• a '...."':4 ' , . ,...., • t •,". •• 1..."" • ......,., .., 1 V* 1,-). 0 t tl " ....; t3 0 *". 41 ? 'r reit • .1 • ; \ (-;› • \ tZ 0 • 1 4 1 - , Ns- 0 t".•••-. . , ‘..) c•:1 • c. ,t.":•;‘4. C \ • t _ — • P tt i*) „ . . i • • Qs-) C .Q t ■,,A “).k)% C 0 bk3-\**** •*"*. ON) \!: — (*=\ k ' V\J \:1V \\.) \ 4 ts,N) • - •• • • • - - S. • . • — - \ts .. _■st:". N *I\ \ \cx. ) :5 \N t i." 1 / I/ ) 3 / • • AP ,lor .•4 (4 A • 4:9 e y c r C.) • t %4\ (1) ••• 0+.) rr- Nit. 41 •Ne 130 to • 1 a • - • >or MILLER'S RESIDENCE BATHROOMS REMODELING 315 NE 98th STR. MIAMI SHORE S SURVEYORS SEAL REVISED: ti 921, D 2i V() • rD *no aF WI' 14- 'i5.3�a'u4e 4- (0' G1�1G 'sf {45. , tvf1 WORK \ BOUNDARY SURVEY tun,��t 1• 0 1 no ±rJ� ABBREVIATIONS: :+A=S4OFAALK. C3S= CONCRE•E 3.00I< ST 7.,C ".,PE. CL;= ''"•wN _,hi ENCE. Pt .. 2 2,CPF.27si L:NE. D+-E =Dr;;ANAGE .nLTY E. SEMEN'. ='RCN ipc f = %c ND. rVC =AR CO TCNER ?AO, P'C= ROgER`r CORNEA D/'r= DR's' D -O E N,'F= NOOCEN FENCE RES= 7 .:ES1DE CE. CL =CLEAR RS= :A.R 'JE= u7LI71 EAS"eYEN' CONC =CONCRE c SLA3, R N =R'G'I ;. SAY. 7E= D2A.!wAGE :.SEVEN' C.'L= CEN'ER.iNE C= DAMEER. TYg= 7"+CAL M= ME&SZ.PED, 2= RECORDED, ENCR= ENcinACr.ENt. COMP =COMP':":2 AS?- =AS? N'D =nAJL 3 D'SC, S= SET FFE =Fw:Sri =;OCR E'.F.AnION. Cry =OFFSE'. R.'P = (u`'w:sR CIE. CHP= C:'ER.- wf7..■E 4VM =',ATE VE E WOOD FENCE.. - -4. ,rs ` MASONRY WALL - _ _ _ ---- -- " O=g am CONCRETE= S' •'•:• . • .: • ..., 1 E1ev . " D_t'�-. �j' .�A:x:E & D NA.;E EASE N> = W & b. E. NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. Loca to Index 1 1) Record and measured cat's are in substantial agreement. 2) Bearings, if shown a-e based on Flat data. 31 The lands shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and '.he same, if any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvFrrerts were not located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline cf the ten.:e. 7) Wall Ties to the face of the Wall. 8 E ;3:t h?-' N SHO"4 REcERE- 73 AN ACSU`' vrriE. 5A. ?D F3 L -_ I HEREBY CERTIFY That the survey represented hereon rneels the m,n,mum Iechn,calreq.:,remenis adopted Dy the STATE OF FLORIDA Board cl Land Surveyors pursuant to Secl 472. C27 Florida Statuccs There are ro encroact overlaps. easements ap;:ear,ng Cr) the pi3t cr easements ciher than as Sn.S'Ari H ereon ADIS N. NUN'EZ Reg N 5924 Sate of Florida L O C A T I O N SKETCH S C L E : N T S (tiiri j} F. C • r� FLOOD ZCf E: DATE: 01 ( q CERTIFIED T0: JOHN JUSTUS MILLER AND KATHRYN BROWN MILLER, HIS WIFE, 315 N.E. 98TH ST., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., ?•'ACHOVIA BANK, ITS SUCCESSORS AND/OR ASSIGNS, ATIMA. (305) 865-1200 0093 SCALE: 1"- 20' i . . BLSCK LEGAL DESCRIPTION: THE OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 SUBDIVISION ACCORDING TO THE FLAT THEREOF AS RE CORDED IN FLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI -DADE ;COUNTY, FLORIDA. SINCE 1987 BLA CO SURVEYORS INC. Engineers • Land.Sun/eYOrs • Planners LB (/ 0007059 555 NORTH SHORE DRIVE MIA-II BEACH FL. 33141 Fax (305)865 - 7810 SU FIX::J DATE: 7 -17 -95 EASE:'' -A r'C fMTTNTTv yr.rR =a 1 n OWN. BY: JOB No. F c 01- YEN6 200 v ?OoM 2 M�WR 61 M adz P L-/. r 1 v (�r WikL- 1 M,1 N 5I-NJ Gr YT'. F%P. ?iN i T:0 1•1 (' - r)/r ) SCALE: 1 0 z ( Gl.�a�il boo M c Lo e' r fuu.cr4RJK 1.164tr 0 M A R 15 E,1) M AU. 6c.riZ I L. )C 16'x1 N&- (;'' 10 1, I'E E- ocisnoN ONLy) sHiTcN C5ELIN4- MOIANT5.1> ( fp - 12E4 F-E-c5f)i Q W/ LL 1 U N1 I7 i NGAN kP C-Ep1T L I I -fT x i N - A/C outar llAL 1 rAN O 2 N 0 0 ;a2_ GLASS WOOD HEADER REQUIRED r — FASTEN ERS AS PER SCHEDULES W/ 1 -1/2" MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 5 X 1/8' ALUM ANGLE 6063 -T5 / - 1/4 " -20 X 3/4" STUDS W/ 'WING NUTS 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 —T6 FASTENERS SEE SCHEDULES 2' X 4 CONT. w/ (2) 1 /4 0 x 5* LAG SCREWS 0 EACH STUD W/ 2 MIN PENETRATION INTO EXISTING STUD w00D STIr 0 24 O. REQU RED d INSTALLATION DETAIL ON EXISTING WOOD BUCK OTHER CONDmONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4 " =1" 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 —T6 # 14 X 3/4 TEKS 01Yo.c. X 4 x 1/8" CONT. ALUM TUBE w/ (2) 1/e 0 x 4 LAG SCREWS 0 EACH STUD W/ 2 MIN PENETRATION INTO EXISTING STUD EXISTING WOOD TRUSSES 24' 0.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 2 X 4 X 1/8" 2 ALUM 5 ANGLE CONT. (2) 1/4 X 3' LAG SCREWS 0 EACH RAFTER 2' MIN. PENETRATION 3' MIN. 1/4' PLYWOOD EXISTING SOFFIT r -.500 /4 " BOLT IV/ NUT 3 2' FROM ENDS D 5 - 1/2' 0.C. _HEADER CONNECTION TO WOOD TRUSSE MAX SHUI1tR HEIGHT = 8 FT. MAX DESIGN LOAD = 70 PSF ENGINEER: HUMAYOUN FAR PE 1 e;531 199 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE ATE June 199 C 2 D: 0 ( ■■ 0 c 0 .5 0 1 J 0 Y 0 N 0 ++ 0 b 0 s c Z 0 2 a f J draw ng no. 94 -45 PRODUCT ONTROL DIVISIOA BUILDING CODE COMPLIANCE OFFICE ACCEPTA4CE NO. q4,-.0 (sheet 3 of 3 j FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d =3' 10d�2 -1 /Y 8d =2' 6d =1 -1 /2" 5d..1 —1 /4" FACTOR 1.00 0.86 0,71 0.57 0.50 EXAMPLE: FOR r EDGE DIST. SPACING = 12' 0.C. (FROM TABLE) FOR 2' EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. 2.000 2.250 1.500 1.281 1.500 • 2.368 .078 .125 2.031 ---• HEADER 6063 -T6 -•---- 2.000 -- BASE ANGLE 6C63 -T6 .125 3.000 2.500 1.750 .078 f I FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. 3,000 11.500 EXTRUDED PANEL ALUMINUM .078 6063 -T6 NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) 2.500 - 1.922 .281—j 3.000 2 X 2 X 1/8' OR 2 X 3 X 1/8" ALUM. ANGLE FOR END CAP READ. ONLY AT NDmON 1 BUILT —OUT CC ANCHOR A,D OR E SECTION D —D TYPICAL ANCHORS ANCHOR ® 1/4' TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1-1/4' EMBEDMENT TO BLOCK ANCHOR© = 1/4' RAWL CALX —IN, STAR 'TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR ©_ #14 S.M.S. INTO WOOD. (S.G.= 0.47) 1 -1/2' MIN. EMBEDMENT 1.500 END CAP BUILT —OUT CONDMON TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4" NO REDUCTION FACTOR IS REQUIRED N z 0 N N i 24 TYP, END CAP ANCHORS C- B A TYPICAL ELEVATION PRODUCT MARKINQ A LABEL SHALL BE AFFIXED ON EACH PANEL WrrH THE FOLLOWING STATEMENT. SECURITY ALUMINUM WINDOWS ' HO ) KLOCK' EXTRUDED ALUMINUM STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED" ANCHORS: EMBEDMENT (St EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) TYP D END CLOSURE ANGLE REQD. ONLY ON BUILT —OUT CONDITION SEE SECTION D —D GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ,ALUMINUM, :MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE iN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS USItD. PANELS SHALL BE ALLOY 6063 —T6. 4. W.. SURFACES TO BE PLACED IN CONTACT 'MTh ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6, ALL BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024 —T4 OR 7075 —T6, OR PLATED STEEL. WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE/ZONE. 8, DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S 1.730 OR 2 ". 9, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. DESIGN PRESSURE RATING = + 70 PSF, — 90 PSF TYPICAL SPACING OF 5 -1/2" FOR STUDS DESIGN PRESSURE RATING = + 55 PSF, — 72.5 PSF ALTERNATING SPACING OF 11' AND 5 -1/2' FOR STUDS ENGINEER: HU:tiI`!' FAR000 P� # 1 B•i57 AS C MPO/N "u ► iTi1 THE VAIN FLORIDA BUILDING CODE DA 4l - J w') e 5 1915 BY 01.4.1.44 a... PRODUC CONTROL DP /310 U BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.14 -QA 4.01 0 .> T v c a� a 0 0 U 0 2 ac i a h i ) - 1 csl N U to i 1- s; � e drawing no.' 94 -45 (sheet 1 of 3_) GLASS MIN. SEPARATION •• 2 3/4' TYPICAL ALL INSTALLATIONS SPACING IN. CONC. BLACK W000 5 5 IANCHOR A D E 5 .CEIUNG & FLOOR MOUNT SECTION A —A PANEL / 2 x 1 -1/2 x 1/8" ALUM ANGLE 6063 -T6 1/4 MAX 5 SPACING IN. ANCHOR CO C, BLOCK W000, E - - 4 MAX SPAN.--90 -7/8" ANCHOR 0 CI 18' 0.C. . •1 71 .. {I e . .f I'I . • • •• • FOR GENERAL NOTES AND EXTRUSION DETAJLS SEE SHEET 1 OF 3.1 BUILT OUT CONDITION • 1 -1/2" 1- /2 2 X 5 X 1/8' ALUM ANGLE 6063 -T5 SECTION B —B 2 X 5 X 1/8' ALUM ANGLE 6063 -T3 1/4' -20 X 3/4" STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW 1/4 MAX PANEL MAX SPAN =96" 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 1/4 - •20 X 3/4" STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW i f Ed 4 ,ANCHOR A D E SPACING IN. 5 C 5 BLOCK 5 W00D 5 SPACING FOR STUDS FOR PRESSURE RATING +70 PSF, -90 PSF, USE TYPICAL SPACING OF 5 -1/2' FOR PRESSURE RATING +55 PSF, -72.5 PSF, USE ALTERNATING SPACING OF 11' AND 5 -1/2" WALL MOUNTS Ed = TYPICAL EDGE DISTANCE CONC. do BLACK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 3. SECTION C —Q 1/4 MAX PANEL MAX SPAN =96" 2 x 1-1/2 x 1/8' ALUM ANGLE 6063 -T6 1/4" -20 X 3/4" STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW ENGIN EER: HV � Q PE �N FAROO APPROVED AS COMP.YING WITH THE SOUTH FLORIDA BUILDING CODE DATE Jun 1995 BY tiii PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. J4 D 0 c4 -4 �� �V {{ z zP 0 0 O cc Oa. O cn '4 u I O • Q O W W W.- ) 0 z_ D > O O Z 6.; r4) c 5 LJ in U7 • O O W - v Ln C 0 5 T S c 0 0. e a) a 0 0 0 sc z 0 2 0 x t- r 0 x a 0 ( ' drawing no. 94 -45 1 sheet 2 of 3 SPACING IN. ANCHOR CONC. BLOCK W000 A 5 4 D 5 - E - - 5 GLASS MIN. SEPARATION •• 2 3/4' TYPICAL ALL INSTALLATIONS SPACING IN. CONC. BLACK W000 5 5 IANCHOR A D E 5 .CEIUNG & FLOOR MOUNT SECTION A —A PANEL / 2 x 1 -1/2 x 1/8" ALUM ANGLE 6063 -T6 1/4 MAX 5 SPACING IN. ANCHOR CO C, BLOCK W000, E - - 4 MAX SPAN.--90 -7/8" ANCHOR 0 CI 18' 0.C. . •1 71 .. {I e . .f I'I . • • •• • FOR GENERAL NOTES AND EXTRUSION DETAJLS SEE SHEET 1 OF 3.1 BUILT OUT CONDITION • 1 -1/2" 1- /2 2 X 5 X 1/8' ALUM ANGLE 6063 -T5 SECTION B —B 2 X 5 X 1/8' ALUM ANGLE 6063 -T3 1/4' -20 X 3/4" STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW 1/4 MAX PANEL MAX SPAN =96" 2 x 1 -1/2 x 1/8' ALUM ANGLE 6063 -T6 1/4 - •20 X 3/4" STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW i f Ed 4 ,ANCHOR A D E SPACING IN. 5 C 5 BLOCK 5 W00D 5 SPACING FOR STUDS FOR PRESSURE RATING +70 PSF, -90 PSF, USE TYPICAL SPACING OF 5 -1/2' FOR PRESSURE RATING +55 PSF, -72.5 PSF, USE ALTERNATING SPACING OF 11' AND 5 -1/2" WALL MOUNTS Ed = TYPICAL EDGE DISTANCE CONC. do BLACK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 1 OF 3. SECTION C —Q 1/4 MAX PANEL MAX SPAN =96" 2 x 1-1/2 x 1/8' ALUM ANGLE 6063 -T6 1/4" -20 X 3/4" STUDS W/ WING NUTS FOR SPACING SEE NOTE BELOW ENGIN EER: HV � Q PE �N FAROO APPROVED AS COMP.YING WITH THE SOUTH FLORIDA BUILDING CODE DATE Jun 1995 BY tiii PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. J4 D 0 c4 -4 �� �V {{ z zP 0 0 O cc Oa. O cn '4 u I O • Q O W W W.- ) 0 z_ D > O O Z 6.; r4) c 5 LJ in U7 • O O W - v Ln C 0 5 T S c 0 0. e a) a 0 0 0 sc z 0 2 0 x t- r 0 x a 0 ( ' drawing no. 94 -45 1 sheet 2 of 3 !1 `l1,t 4iE�tt1')t)3' +Iltc;;i4 -; ; Lfi F q:�ii' : rrest• writ ,� { Di; cam. •y) , _ S * t iTt 'rt f c_4. 3.6 • t l jF 4 r' ? ",,4 " &t2t U t.• irs .!n!_ Jr JF At t r t-* fr! i CI,!/p • T�4. i t .3lT 4 � • _ S -t o'. 2S'' i 4-1 l9. t..ti,MMt :t 4.t!3 .Sgs.', do.ys t. PA, as Si .0 y.t 4.4 Ein t, fl /4*? -7. 4 �. PvralrZa str. a` ,Z..>. 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