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T R e5 # /248 of 7.3 2 ()CA Yr oA/ ,sr 7/e / "/ 'O' 9.8 1040.K rs.•./ts in Block _ 3 Z'eYQP .cam /e !''' 20 ' I HEREBY CERTIFY: That the attached SKETCH OF SURVEY of the above described property is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction; also .that there 7 not above ground enchroachments other than those shown. - -- ARISTIDES RIVERA REG. LAND SURVEYOR No. 3163 STATE OF FLORIDA 6 ", c, 6.. 6 _ G•-c- G' c oo3 - 6 'lir r _ • 1._ f 1 Q 0 0 39 - 0 puitLi /45 9-0 T 0 J N 0 0 0 1\ 9 EAL Lot 4, i 01-0ct( 3 Lo-r PL* ,J 3 Sot MARV Sot 40t tat t0Z tvt 1•t 1AL I ■ t I1t }411! IG/1r rs r-(P • I� oSs cx,vr - sv►-.s b r, rJ7aJ OCPO �EA.TvI ANA c 7L-UMN $ -4E 7LiL.,E N4A1,. A)..4 acirN 34 X0 G - G T IIIIIILLLL - - =.e. BEAMS 1.NC� .a.1 Z-111. 2 3 A Soo b 00 3.00 .094 .o60 494 25 A 3.00 7.0o 3.00 425 .066 •125 30-3 A 4..o0 8.00 4.00 .t25 .070 .125 36 .co Io.ao 4.0o .14o .o cob .(40 443" A e• €. 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(--ap_ots' 4-.41•,d 1-- TA * Auts . ■24e...6)4,1 • "- Lo 6, 4;1 147cwri gA 0.e.TA 11. 4- 5$ t■i C.: ST s S ILA fi 5 0C1-,te) lels" 1' Nri• PZA CV_Vt.___33428_.31?. f, .61..A.)b*41-• t 43_46,__ ,- ,:. 1A. It" )( S 110,G) '2,0' )( 12" e= 25p i cl'eLi 4 7 1 Z0,4 . , i " z c Cg 6 )4_3S'_.4" a ? •••■•■••00.1 1 1/4 V ( t :"/ 67 1 ' •••■•••••••••••••.•••••••■■•••■••■•marmormar. 10 r''XZ-11-talitri° ckic # w4 ** -0 coin ciL L , 2.0 1 7:1-A ------*---'--- A - z- t3. ct-A-tiiic.t- 1Z sy-r2i-:‘414;4:,-;...-e413-4.I 4: \ -/291/767rA) A_ L () v1 3 elz 14 v 0a v4 ' • • Jct.) No, SBR 4 4 7 7 9 Fa / a "Z. 8 J rr; / A./ 1 Property AddresS /2d Date: -/ S L/ v Subdivision 4„ .,a 7 According to the Plat thereof recorded in Plat Book 43 0 FT,. 73' ! • 4 1 • •r; 74,‘ `7 ° f t ' 4 98 1." -5 - 141 ,/// - - • 14) /0.0' 7 6 7 enchroachments other than those shown, NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SEAL 0 "re d 3 at Page 80 of Ire Puhltc Records of Dade County. Florida LI - ------- A./ 7.5 A .s •-• 1 ' r citfra, 7 kl eo./ /4 5 / / 24 3 o' r , - !754__ -J ' • 7.3 i ._ScW/g ARISTIDES RIVERA REG. LAND SURVEYOR No. 3163 STATE OF FLORIDA in Block 2 0c4 7 A/ 57e.8 A"-- z•roiti.ir o' ,ci./e_.1 20 I HEREBY CERTIFY: That the attached SKETCH OF SURVEY of the above described property is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction;aLso_that there not above ground 4 ¥ R§ ) 4' / 0,11 ; 1tg4 \\\/ »<' `fit T. e tk N1o, ;r a , . ,. - • Ieff. : 1.073 10'4/ft DEFLECTION CURVE FOR POSITIVE LOAD ONLY. FOR LOAD OTHER THAN 100 PSF SE SCHEDULE. ROLS :AOL SEPARATION READ. DUE TO WINO LOAD SEPARATION FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT SHUTTER SPAN H = IN ' DESIGN LOAD = P H z FACTOR = K > Pd /100 = P SF READING FROM SPAN D. CURVE = 0 = IN. DEFLECTION AT Pd = K1 = IN MIN. SEPARATION REQD. = OD +1' = IN. PANEL- SPAN UPTO SEPARATION 96 -1/2' 2 -7/8 154 3 -3/4' FOR INSTALLATIONS UPTO 30' OF GRADE USE MAXIMUM OF WIND LDAD OR IMPACT LDAD REQUIREMENTS SHOWN ABOVE FOR INSTALLATIONS ABOVE 30' OF G"ADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. NOTE: NO PMT OF SHUTTER SHALL 3E UNDER :i0' ABOVE GRADE TO 'WANE LARGE MISSILE IMPACT REDU1RD.IENT. =MEM I♦MIMI IMMUNIMI L I INI♦I♦ NIMENIU OM �� -LINE-_- NUM I----_ �� MN rte/ . r, V MINIMUM SEPARATION FROM GLASS SEPARATION READ. DUE TO WINO LOAD SEPARATION FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT SHUTTER SPAN H = IN ' DESIGN LOAD = P H z FACTOR = K > Pd /100 = P SF READING FROM SPAN D. CURVE = 0 = IN. DEFLECTION AT Pd = K1 = IN MIN. SEPARATION REQD. = OD +1' = IN. PANEL- SPAN UPTO SEPARATION 96 -1/2' 2 -7/8 154 3 -3/4' FOR INSTALLATIONS UPTO 30' OF GRADE USE MAXIMUM OF WIND LDAD OR IMPACT LDAD REQUIREMENTS SHOWN ABOVE FOR INSTALLATIONS ABOVE 30' OF G"ADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. NOTE: NO PMT OF SHUTTER SHALL 3E UNDER :i0' ABOVE GRADE TO 'WANE LARGE MISSILE IMPACT REDU1RD.IENT. 1.212 1.975 3.545 2.012 -1 .100 100 CUING MOUNT HFADFR 6063 -T6 .078 3.54-5 WALL MOUNT HEADER 6063 -T6 .725 .100 2.600 857 3.012 4.545 2.012 _-4 1.265 I BUILT -OUT HEADER 6063 -T6 -A -.100 .062 TYP .078 1 1.875 T 1.500 1 3.54-6 2.227 PDJ. FLOOR TRACK 6063 -T6 .234 .062 TYP -' 1.169 .062 .3480 NP + 2240 2.2.50 i MALE LOCK SL4I 6063 -T6 2.689 .6550 .5310 1.316 2.316 2.871 .062 T? 4.604 FEMALE LOCK SLAT 6063 -T6 .6550 .5.31D .3480 .2240-- 1.316 1 2.316 2.871 .062 TYP .5310 4.604 .6550 Maw ALL FEMALE LOCK SLAT 6063 -T6 .3480 \.2240- T 1.438 L 10 0 3.250 FLOOR CHANNEL 6063 -T6 .078 .100 z H C,) z 0 H W J w 0 BLADE 6063 -T6 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. UINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACC : ROAN CE WITH THE 'ALUMINUM CONSTRUCTION MANUAL' LATEST ED!IION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 - T6. OR AS NOTED. 4. 51EtL SURFACES TO BE PLACED IN :ONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMA IE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TIP -645, OR BL GALVANIZED. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL_ SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS. NUTS ANO WASHERS SHALL- BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 - -T6. OR PLATED STEEL 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE DIPOSURE/ZONE 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR Z. 9. ANCHORING OR LOADING CONDm0NS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO SE ENGINEERED SEPARATELY. 10. EACH UNIT SHALL HAVE A READILY VISIBLE DECAL OF PAINTED INSTRUCTION TO OWNER OR TENANT INDICATING THE MANDATORY USE OF 3/16' DIA. THRU PIN AT CENTERMATES DURING PERIODS OF HURRICANE WARNING. .603 1.507 - 1.804 - END SLAT 6063 -T6 .606D .482D .062 TYP T 2.000 i DEFLECTION CURVE AT 100 PSF 50 60 70 80 90 100 110 120 130 140 150 160 SLAT SPAN - INCHES .125 TYP m 0• a w 0 0 0 68 5.000 2 X 3 X 1/8' 2 X 4 X 1/8" BUILT -OUT ANG FS 6063 -T6 70 00 ENGINEER: HUMAYOUN FAR000 PE f 16557 1\R 1995 1.500 SLAT PERFORMANCE CHART 2.000 -1 +.125 TYP .ALUM ANGLE 6063 -T6 MAX. DEFLECTION SPAN /30 AT NEGATIVE LOAD SPAN /30 OA 2 IN. AT POSITIVE LOAD ROLSFAT TV N VII III, ITIT VIII (ITT ITIT TIT, ITT. ITT, TITI ITIT IT GLTT IF 90 100 118 120 138 140 160 168 SLAT SPAN - INCHES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. ROLSAFE, BOYNTON BEACH, FL ALUMINUM ACCORDION SHUTTER "DADE COUNTY PRODUCT CONTROL APPROVED' DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT /� in /_ 19 C/1 3Y /. PPGGUCI`2.;NTROL DiV:S.011 EUILDiNG CODE CC ?APL.ANCE OFFICE ACCEFTANCE x,0. 1 5 0-1 r C In Z O_ cc 0 U Q W Q 0 0 J C T c. 3 c 0 4 'C N ro a .n 0 -o 0 ,c 0 3 i 8 3 4 0 W � Z C draw ng no. 94-84 sheet 1 of 3 J ANCHOR TYPE ANCHOR SPACING INCHES ANCHOR TpTO 85 PSF UPTO 165 PSF TYPE CONC.8LACK CONC. W000 CONC.BUDCK A W000 A 6 6 - 8 4 - C 8 6 - 8 4 - E - - 12 - - 6 ANCHOR TYPE ANCHOR SPACING INCHES UPTO 83 PSF UPTO 163 PSF CONC. BLACK W000 CONC. BLACX W000 - A 8 8 - 6 4 C 6 6 - 6 d - E - - 12 - . ANCHCR iYPE ANCHOR SPACING INCHES UPTD 83 PSF UPTO 165 PSF CQNC.'8L OCK1(000 4 I 4 - CONC,OLOCKWOOD, 4. - - A C 4 ! 4 - 4 - E - I - 4 - - 4 . e j14 X 3 S.M.S (TIP) 416 -HT STAINLESS STEEL HARDENED 6c TEMPERED MIN. MID STRENGTH 135,000 PSI • O 1 I • 1 /4' -20 M.S. 'g/ WASHER Sc NUT -V-- O2' FROM ENDS & 6'O.C. t 2X3X 1/e' 2 X 5 X 1 ALUM ANGLE 6063-46 ANCHORS SAME AS HEADER 2 X 3 X 1/8 2X5X /e ALUM ANGLE 6063 -T8 ANCHORS A,CORE 0 t z o.c. fir Ts BUILT -OUT CONDf11ON SECTION A -A 2 X 3 X 2X 4X 1// 8' OR ALUM ANGLE AS REQO. AT BUILT -OUT CONDITIONS 3/16 POP RIVETS 0 12 O.C. END CONDITION AT BUILT -OUT • .250 MAX 1/4' -20 M.S. W/ WASHER & NUT 4 Z' FROM ENOS is 6' O.C. .250 MAX 1. 1 -1/2 X 2 X 1 /8' ALUM ANGLE (FYP) FOR ENO CONOITION 0 BUILT -OUT SEE DETAIL LEFT I:! 3/15 POP RNEr5 12' o.c. FOR GENERAL. NOTES ANO EXTRUSION DETAILS SEE SHEET 1 OF 3. FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3. 1) MAX. SPAN SEE GRAPH ANCHORS SAME AS HEADER 1 FOR MIN. SEPARATION SEE CHART ON SHEET 1 3/16• OTA. 1 -3/4' LONG PIN THRU CENTFRMATES LOCATED 3 BELOW LOCK CHAJNED TO LOCK HANDLE TO BE INSTALLED DURING PER1003 OF HURRICANE WARNING WALL MOUNT1 OIE CAST ZAMAK ROLLER HOUSING SECTION B -B NYLON ROLLER SEE CHART ON SHEET 1 1 T� 1 1 1 1 1 U l SECTION E -E .610 DIA. CELCON BUSHING MAX. SPAN SEE GRAPH 1/4' -20 S.S. THUMB SCREW 5000 1/z. 01A. ALUM. LACKING R00 LOCK HANDLE CAN BE INSTALLED INSIDE OR OUTSIDE 3 A A 3 c 0 TYPICAL ELEVATION GLASS 6.54-4 E4 3 TYPICAL EDGE DISTANCE CONC. & BLACK a 12d (12 ANCHOR DIAMETERS) WOOD .1 5d FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 3. ALT. WALL MOUNT 4 ANCHORS . A.0 OR E 0 12 o.c. ENGINEER HUM■YOUII FAROOQ PE f 16557 oR 't 119 5 SECTION C -C 1 NOTE HEADER MO SILL DETAIL CAN BE USED IN ALL COMBINATIONS. ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES. ETC.) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE !Y)(1\/ :V 19 FROoU' CONTROL DIV.S ;ON 3U:LOING CODE ,fOMPLIAKCE 0 FILE 'ACCEPTANCE N3 ( . � �'C1I,3 -( { v I C 0 y to c 0. 0 .0 -. 0 0 4- 4 0 a 4 z N O c 1 1 draw ng no. 94--84 (heet 2 of 3 J J FASTENER SPACING IN MASONRY TABLES ARE BASED ON TYPICAL EDGE DISTANCE - 12 d FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d -3" 10d- 2 -1/2' 8d -2' 6d 1 - 1/2' 5d- 1 -1/4' FACTOR 1.00 0.86 1 0.71 ` 0.57 0.50 EXAMPLE: FOR 3' EDGE 01ST. SPACING - 12" O.C. (FROM TABLE) FOR 2' EDGE GIST. SPACING - 12 X .71 - 8.5 0.C. FASTENER SPACING IN. BASE MAT. ANCHOR 40 PSF 70 PSF CONCRETE 1/r TApom 1 -.3/4 04803. 23 13 1 BLOCK 1/4 DRIVE PW r OLBED. OR 1/4" TMOONS 1 -t /4 E>aem. 7 7 W000 2 S.Y.P. / 14 SUS 1 -1 /t MOW, 14 8 ANCHOR ANCHOR SPACING INCHES UPTT3 85 PSF UP TO 165 PSF CONC,9LOCK 12 5 WOOD - GONG. 6 BLOCK - WOOD - A - 7 5 - 3 - - E - - 6 - - 3 ANCHOR E ANCHOR SPACING INCHES UPTO 85 PSF UPTO 165 PSF $0r c.i 4 x WOOD C 4 C eI OCx w o00. 4 4 3 E - 6 - INSIDE MOUNT O 2' FRO ENDS S. Jc 9' 0.C. BOTH SIDES TYPICAL ANCHORS . ANCHOR AO = 1/4' TAP CON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4 EMBEDMENT TO BLOCK ANCHOR © - 1/4' x 1-1/4' HILTI METAL HR ANCHORS 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR © - 114 S.M.S. /LAG SCREWS INTO WOOD. (S.G.- 0.47) 1 -1 /2' MIN. EMBEDMENT. NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES. ETC.) TYPICAL EDGE DISTANCE IN WOOD - 1 -1/4" NO REDUCTION FACTOR IS REQUIRED GIASS WOOD HEADER REQUIRED 2 x 2 x 1/8" TUBE 6063 -T6 2 X 4 X 1/8' 2 X 5 X 1/8" ALUM ANGLE 6063 -T6 FASTENERS AS PER SCHEDULES W/ 1 -1/2" MIN. PENETRATION TO EXISTING WOOD HEADER 1/4 -20 M.S. W/ WASHER & NUT O2' FROM ENDS 6c6' O.C. I I II v 2' X 4' CoNT. FASTENERS SEE SCHEDULES W D w/ 2' / • EACH EACH MIN SCREWS ' INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SPAN = 8 FT. AX M. DESIGN LOAD - 10b PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET. 2 SCALE : 1/4 =1' 110 x 3/4' HEX 'MKS O 12' 0.C. TYPICAL CORNER MAILS 1' X 4 X 1/8' CONT. ALUM TUBE W/ (3) 1/4" 0 X 4" LAG SCREWS • o EACH STUD W/ 2" MIN PENETRATION INTO EXISTING 51110 2 x 2 x 1/8" TUBE 6063 -T6 110 x 3/4 HEX TECS 3 /ANGLE 1/4 0 TAPCONS 2/ ANGLE 1 -1/2 x 3x .094 - ALUM ANGLE TOP & BOTTOM EXISTING WOOD TRUSSES 0 24' 0.C. MIN. 2x4 MEMBERS MIN. S.G. s 0.51 1/4 -20 M.S. oY WASHER & NUT FROM ENOS & 6' 0.C. 2 X 4 X 1/8" 2 X 5 X 1/8' AUJM ANGLE CONT. 3" MIN HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 8 FT. MAX DESIGN LOAD - 100 PSF 4 ENGINEER: HUMAYOUN FMWOQ PE / 16557 ppR 41995 (2) 1 14 S.M.S. O EACH RAFTER 2' MIN. PENETRATION Tt .250 MAX - I 1 14 S.M.S. 1 -1/2' MIN PENETRATION 0 12' 0.C. rTll 7 1/4' THRU BOLT WITH WASHER & NUT O 6' 0.C. 1/4' PLYW000 EXISTING SOFFIT 1 -3/4 1MIN. COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT - 6 FT. x 3 x 1/8" ALUM. ANGLE 1 10 X 1 /2' S.M.S. } r FROM ENDS Se 12' o.C. 80111 SIDES 3/4 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE _ DAT $!' _ FRODUC ONTROL DIV!S;ON U BUILDING CODE C MPLIANCE OFFICE ACCEPTANCE NO: 19 `?� 0 CtS 0 O U U c 0 . y aH 1 v u_ N C 0 a v v .o z z 2 v ( drow ng no. 94--84 sheet 3 of 3 4 5 10 1 1 A 1 . 77: 1 2 i L191.7.?'7 Ar.. J) LCCK (A ‘C) ■Al 32 00,0 -80Lr 104:k ITT F4 - i 3 Z p r 4 1/4" T5161,F". if - sENTKicuv:., 3/16 .1 . 27 54.t1 554 .3/_7 r 7 ,e4..2 EZAC 7 7 Fi7. SMS 1/7' • 12 21 I/15 73 rF'L 5 .> (.'Lf7 D5 S L 15 FLA 7 1 6r, FY' 1 ..? 1 2 7 0 .■ FLT HO, Ft-:',1 22 ;). 1/2 FIT 1 PH4. 21 r5.P/6.Yrr SLADE BOtT jc.g,".")< 22 I ( 1/2 FLr PHIL 23 e:1 77. 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L - - -,, - 41;22v: 10 (5) 7F, I r 47 7 1 7 7V . ‘" .: ( , r . ,.7in s 5 3 ) (j_3 /' L>_. i7r("x1t8 ti 3 (in q e - h19Je - i 0.' 2 1 1 ■ 1 ; ■ (- 0 , 5 ,. e e . er.;: _ _ ,._ - - , 7 7 Pr 24 5 ; 4 II' c _ 6 (2,. / / :6 h S/; . d . :-...?t ' '27 ° ( s t i i . , 1 5.,;: ° k f ) 73 / 6 557 7" d ( 1 VA" c r. be. 5/7er. b 4 3 3 5 - 114) y t ) 5 (4 n',1 : :- .' * ....;.!- ' ... -i . . -, cis , : .% -L' 1' l ' '' ' 1: e L /• !,:.". 5 4 ( 3± - c :,.'" . .P., . 1 (1 ,,::,* r .1 (7.5. 7 L0/...4F' 1 ( I ) IC r h os1ro.371) 7L?fk7 1 0)1 1.h oscr..7,.;Jr 7 6L TIP 7 (1 ) ( c a • r h 62354 5 41 (0'5e 11■71 Ci051) :3 7 : $ ■23;* 3 0 2/0,5_/') 7 I . 1 . 5/ 2 4/_-- 3_ .5X ) ) 7 55170 57 /.. r..; A c:E FOP x r ''' 7. E'Zrt A &yr *e Jf F P.O. BOX 1529 PiOVIYIS, FL 3274 17( -,:‘, - 6_ ra: hi 47 7 - ' g As y6.7: r‘ - AsrEc f NC:1_1:ir P 0 I_ -- . I . 4 jja Tevt 1 Vr..\,Y1.. TEC %.1. rASFEr... ! .: 2 : , 1 _ ..:.:;:::■.. ....) •.-0.•' 1 - " ' - ._ ... - I V , tL rr.,..1 70 3 ..:- 7 .''. , j ■ .L; .1;', Cu" -i.2.,PL0/.7 820 iv< --1‘ F , by P.i.‘1)C VE = L0 ' Sr. PEEN CI', . . 1 9^ 1T Tt., C 2t %\ • ANCHORAGE cc:': - 0 ' 21. 11 7 I 1 .• 74. t 7.111.,11 I MATE F? A 1 "--; 0 . 439 4. C EXTERIOR ROUGH OPEN! SEE 51-7EEr 4 - FOR ANCHORS r i /70 1' - q--r) 7.272 1. a , ',!-------- I 0 1 .750 95.500 3 1 --- 3.000 ---- 1 FOLICH OPENiNG 1 4d9 VERTICAL SECTION E 4 5/8 — ROUGH OPENING INTERIOR HORIZONTAL SECTION 63 204 reVIEL OYCPALL 1 rad. CcOtvwx ru) k4 S,2:4,c•Co, 5F r, D.B. D JO 147: 09/05/9 7 ao, 6 /24 /93 . _1___ f.____ 1. PitAEL r (0) --I _ _„,. --' _-____ , A 1-7 1 4 II --Z il I 4.:,.... ..7<scrO'4,1 1 430 FRENCH 000R - XX P.O. BOX 1529 NOKOI..4tS, FL. 34274 8 . 7 I C"./Z f in; � .ii CUIPt. .U.Cf • ; 00) 'ROUGH iZLASS• • • • ILA 1;ow.••• • • ile• Ave. 9 44 flJ CD 0 I f, (±,> t-••• Re .250 N T. S. ••••■•••■•■■ _. ..,-. (3 - - rt MA. 17 _Jr- _L elfzi )/!6" TEA/PERE.° 1/4" TEMPERED SENTRYGLAS _LON—IMPACT kAC Mi5Sh.,E IMPACT GLAZING OPTIONS C • 4 "; 1 1 c 1st,- 2 f - C 72/ 7 - 4 en • ow ••• • Ccrzsyy I , to^ , Speet: 1(57 rri .4 P,F 3 a GLAZJNC EXPLODED viqi. Vvslor Nc. cet• P.() BOX 1529 1;4.. ior-473. PIDKOMI.S, FL. 34274 I 8 J 944 1 , . 7 /,/::" •-- 95.500 7 2" /\ 29" MA■' ON CENTER TrP HEAD & SILL ,,,AX. ON CENTER 21 rrp. ..1A.VBS pot.) Roky, 2' 1/2" 95.5X) 7 7/2" - . — A,1,4X O CEN X "," I-. --- ,t • . ,, _______- _— - I 7 7/2' - I--- E F " 1 r ._ .. ______ ----i - . r •1 -- F H I 2 i / , / ( i . • • / ,' / //' 21" \ / \ / .1111 RG:ivom; f 7 I/2 * •I • VO 9 Cv s'e' 1 FO ni. I A n c> ELEV. I e ; 91 • -/ • 4/z NCH 00C)H XX, X Ye /4,1. 5co'* 311,s1 p.0, BOX 152? J4274 I.) CL, 7EV.g1:4;;;) 7? N, t 3.) 1.'CL 5(1 P.1". -6? 4 ) 1, (" & SILL) MAX 6' 2 .000 ) r-es PSC:re't.' t).; AR MSI5LE !MP/CTQQ • ) 7L4: •` 2. I r 45' • 2.) C X. X.' ) S S P 4-6.3 P S.F. P S-F ) A;a:OCRS 7 1,Y* 2. A r •) F521 CG.$ (.1.4.(e) AL"L( 4,:e4 AI 441.1a4, :1 ;0.7 ) W.. 5 LA 7: 01 7 P4OrE SOP cEr4,,s 5,ce 5.9CET 4 ./Arc.,/,rr (r.'".■ .7. _ n s : L r■ c s. s N / L S. 2A_ 10.2' (L #- 0 N nJ G X08 N MIA-Ant 3 - 1i�`i Sv i 3 H- 'burr Fs. co m i 1248 N X I12 T V4 � Z Remove Existin Glass Blocks install wind' Fill w drawn tai Ni¢1 ttQrpi 5710 N w 3 $tr¢ats [?EMBnOXE PINES, FLA "PhOna': 436 -5123 • 1 38- 10:16.26 EXISTING POOL_ F'I/t: %g0: r4Aa r¢sary CONVEX' EXISTING GARAGE INTO A S7O ti OF B $ IDENCE AT• No /248 1: -J.98 ST MIA- SCALas vR. 114: 4Wht QY 6ATE t , noisgo 111 E. C. & ASSOCIATES CONSULTING ENGINEERS EMILIO CASTRO, P.E. 326 S.W. 62nd AVE. MIAMI, FL 33144 267 -9680 • . 262 -6401, )1,44 rruNT Q$ No. IOW cumusa 4. ft. �c �:. gVgg1oN » NATION (NORTH e J m o d- :• 'remove g door tnstai■ .n¢ windo \s' Omit; APPROVED OY E. C. & ASSOCIATES CONSULTING ENGINEERS EMILIO CASTRO, . P.R. - 326 S.W..62nd AVE, MIAMI, FL 13144 267 -9680 • 262 -6401 oRAwl4'4i (MAN(4I N4JA4e