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847 NE 99 St (6)12/21/98 17:07 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SEE PAGE 4 FOR ANCHOR NOTES PRODUCT RENE%V L D ACCEPTANCE No 01 - 02-20• D) EX? ' TION DATE 03 /03 acct Vy `mif • 'CONTROL DIVISION WILDING CODE COMPLIANCT. OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT INDIA 8Y _ •AAg PRODUCT CO OL DIV ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.90 �'Q� tom' .1 0 i F 1V , g 4:4 i t � _ V.J. KHRZ[V1CM PPOtI$tOM t ENU FL License PE 00109 06 -501 ►n..r 6 of 6 t 1996 KNEZEVICH L ASSOCIATES. INC. FAX. (3851 853-9572 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR "AOIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 2 DISTANCE 3 EDGE DISTANCE SPANS UP TO 5•_0•• (SEE NOTE 1) SPANS UP TO 7• -6" (SEE NOTE 1) SPANS UP TO 11• -1" (SEE NOTE 1) SPANS UP TO 5'- 0 " (SEE NOTE 1) SPANS UP TO 7 ' -6 ,. (SEE NOTE 1) SPANS UP TO _ (SEE COTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 1. 5 1 CONNECTION 2 TYPE 3 4 5 1f CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 C 2 ECTION TYPE 3 4 5 I HOLLOW CONCRETE BLOCK 37 12 12 12 12 10 12 12 9 12 7 10 10 6 10 9 sIsI� 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 12 12 7 12 10 4 8 12 12 10 12 12 8 12 12 7 12 5 9 9 5 12 9 12 12 8 12 6 10 10 6 ��1 1/4'•4 1 -1/4" m FEW TAPCON W/ MIN. EMBEDMENT 5 5 12 12 9 7 10 10 6 10 1. 4 9 9 5 9 12 12 12 11 12 12 co r- „ 11 10 11 7 11 5 10 10 6 6 10 10 62 12 12 8 12 6 9 9 5 9 9 9 5 9 10 10 6 10 5 10 10 7 5 11 11 6 11 5 9 9 5 9 1. 9 9 5 9 12 8 12 6 10 10 6 10 5 10 10 6 10 Ftim«mnamEmm> 3/16"4 1 - 1/4" ELCO TAPCON MIN. EMBED. 37 12 12 8 12 6 10 10 5 10 4 7 7 4 3 7 3 12 12 10 12 8 11 11 7 11 5 8 8 4 8 3 4 8 12 12 6 12 5 8 8 4 8 3 6 6 6 12 12 8 12 6 9 9 8 5 9 4 7 7 4 7 3 55 62 10 9 10 9 5 10 4 7 7 3 7 3 6 6 3 6 12 10 12 7 12 5 4 8 3 7 7 4 7 3 3 5 9 4 6 6 3 6; ,; 6 6 3 6 10 8 6 10 4 7 4 7 3 7 7 4 7 75 7 7 4 7 3 6 6 3 6 6 6 3 6 8 5 8 4 7 7 4 7 3 7 7 4 7 3 * \ 1/4 "4 W/ & 1/4 - 20 20 13/4 VI 11 - IN BOLT 37 12 12 12 12 11 12 12 9 12 7 12 12 6 12 5 12 12 12 12 12 12 12 12 12 11 12 12 10 12 7 4 8 12 12 11 12 9 12 12 7 12 6 12 12 6 12 4 12 12 12 12 12 12 12 11 10 9 12 9 12 12 9 12 7 RAWL CA1K BEDMENT SI0E SIDEWALK "4 NEA0) 55 12 12 9 12 8 12 12 6 12 5 12 12 6 12 �I 12 12 12 12 12 12 11 12 12 12 7 12 12 9 12 7 6 2 12 12 8 12 7 12 12 6 12 1. 12 12 6 12 12 12 10 12 12 12 12 7 12 12 9 12 7 7 5 12 12 7 12 5 12 12 6 12 4 12 12 6 12 4 12 12 11 12 8 12 9 12 7 12 12 9 12 7 1/4 W/ 3 7 12 12 12 12 10 12 12 9 12 7 10 10 6 10 4 12 12 12 12 12 12 12 11 12 11 12 8 11 11 8 11 5 4 8 12 12 11 12 8 11 11 7 11 5 9 9 5 9 4 12 12 12 12 12 10 12 9 12 6 10 10 7 10 5 "4 1 - 1/8" ZAMAC NAIL - IN EMBEDMENT 5 5 12 12 9 12 7 10 10 6 10 4 9 9 5 9 4 12 11 10 12 8 11 7 11 5 10 10 7 10 5 62 12 12 8 12 6 9 9 — 5 — 9 4 4 9 9 5 9 4 12 12 12 12 7 10 10 10 7 10 5 10 10 7 10 5 7 5 11 11 7 11 5 9 9 5 9 9 9 5 9 4 12 8 12 6 10 7 10 5 10 10 7 10 5 * * 1/4 "a "PANELHATE" 37 12 12 12 12 12 12 12 11 12 9 12 12 7 12 6 12 12 12 12 12 12 12 12 12 12 12 10 12 12 9 12 7 ;11,11111 1111111 %Z 48 12 12 12 12 10 12 12 8 12 7 12 12 6 12 5 12 12 12 12 12 12 12 12 12 12 10 9 12 8 12 12 12 8 12 6 11,1=> /FEMALE W/ 1 - 1/4 5 5 12 12 11 12 9 12 12 7 12 6 12 12 6 12 5 12 12 10 12 12 7 12 8 12 12 ELCO MIN. MALE EMBEDMENT 6 2 12 12 10 12 8 12 12 6 12 5 12 12 6 12 5 12 12 12 12 9 12 12 8 12 6 12 12 8 75 12 12 8 12 6 — 12 - 12 6 12 5 12 12 6 12 5 10 12 7 12 12 8 12 6 12 12 8 12 6 12/21/98 17:07 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SEE PAGE 4 FOR ANCHOR NOTES PRODUCT RENE%V L D ACCEPTANCE No 01 - 02-20• D) EX? ' TION DATE 03 /03 acct Vy `mif • 'CONTROL DIVISION WILDING CODE COMPLIANCT. OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT INDIA 8Y _ •AAg PRODUCT CO OL DIV ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.90 �'Q� tom' .1 0 i F 1V , g 4:4 i t � _ V.J. KHRZ[V1CM PPOtI$tOM t ENU FL License PE 00109 06 -501 ►n..r 6 of 6 t 1996 KNEZEVICH L ASSOCIATES. INC. FAX. (3851 853-9572 FASTENER SPACING (INCHES) 1 ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS CESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (WI PSF MAX (SEE NOTE 1) 2• EDGE DISTANCE 3' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 11' -1" (SEE NOTE 1) SPANS UP TO 5 -0' (SEE NOTE 1) SPANS UP TO 7• -6" (SEE NOTE 1) SPANS UP TO 11' -1 (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 T YPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 MIN. 3.000 PSI COAICRETE f'-�IIlII11�tL�I1[111II�IlIIllID 1/4"O 1 -1/4^ IT TAPCON W/ MIN. EMBEDMENT 37 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 11 12 10 4 8 12 12 12 12 12 12 11 12 9 9 7 12 12 12 12 12 12 12 12 12 12 11 12 12 8 55 12 12 12 12 12 10 12 12 10 12 8 12 12 12 9 12 7 12 12 12 12 12 12 12 12 9 12 12 8 62 12 12 12 12 12 12 9 12 7 12 9 12 12 7 12 12 12 12 12 12 12 12 11 12 8 12 12 11 12 8 75 12 12 11 12 9 12 12 9 12 7 12 12 9 7 12 12 12 10 11 12 8 12 12 11 12 8 E,� u���uw 3/16"0 ELCO TAPCON 1 -3/8" MIN. EMBED. 37 12 12 12 12 10 12 12 8 12 6 11 11 5 11 4 12 12 12 12 12 12 12 12 11 12 10 12 CD '0 12 12 7 12 5 4 8 12 12 9 12 7 12 12 11 6 12 5 10 10 in In 10 4 4 12 12 12 12 12 12 9 12 8 12 11 11 11 11 6 11 11 55 12 12 8 12 6 11 5 11 4 10 10 10 12 12 10 8 12 7 12 N t/1 6 62 12 12 7 12 6 10 10 5 10 4 10 10 5 10 4 12 12 12 9 7 11 6 11 11 11 6 6 11 11 5 5 75 12 12 6 12 5 10 10 5 10 4 10 10 5 10 4 12 7 12 6 11 11 6 11 5 11 11 * 1/ 4'0 W/ 7/8" & 1/4 -20 (3/4 RAWL CALK-IN EMBEDMENT SIDEWALK "0 HEAD) BOLT 37 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 9 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4 8 12 12 12 12 12 12 12 12 12 12 10 12 12 10 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 55 12 12 12 12 12 12 11 12 9 12 12 10 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 62 12 12 12 12 12 12 12 10 12 8 12 12 10 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 75 12 12 12 12 10 12 12 10 12 8 12 12 10 12 E 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1/4 W/ 37 12 12 12 12 12 12 12 12 12 10 12 12 12 8 12 7 12 12 12 12 12 12 12 12 12 12 12 12 11 12 8 i 48 12 12 12 12 11 12 12 10 12 7 12 7 12 6 12 12 12 12 12 12 12 12 12 12 9 12 12 9 12 IrIr NAIL -IN "0 ZAMAC 1 -1/8' EMBEDMENT 55 12 12 12 12 10 12 12 8 12 6 12 12 7 12 6 12 12 12 12 12 12 10 12 8 12 12 9 12 62 12 12 11 12 9 - 12 12 7 12 6 12 12 7 12 6 12 12 12 12 12 12 11 12 12 9 12 12 r 12 12 9 12 75 12 12 9 12 7 12 12 7 12 6 12 12 7 12 6 12 12 9 12 12 9 12 12 9 12 * LII1 IDLI1IEM> 1/4 - 0 PANELHATE /FEMALE 1 -1/4" 37 12 12 12 12 12 12 12 11 12 9 12 12 7 6 12 6 12 12 12 12 12 12 12 12 12 10 12 12 9 12 7 1 ELCO MIN. ��� MALE W/ EMBEDMENT 48 12 12 12 12 10 12 12 8 12 7 12 12 12 12 5 12 12 12 12 12 10 12 12 10 12 8 12 12 8 12 5 S 12 12 11 12 9 12 12 7 12 6 12 6 12 5 12 12 12 12 12 12 12 12 7 12 12 8 12 I� 62 12 12 10 12 8 12 12 6 12 5 12 12 12 6 12 5 12 12 12 12 9 12 12 co 6 12 12 CO CO 12 75 12 12 -- 8 12 - 6 - 12 12 6 12 5 12 6 12 5 12 12 10 12 7 12 12 8 12 6 12 12 - 12 1� 12/21/98 17:04 SEE PAGE 4 FOR ANCHOR NOTES APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 1 _ 19 q _ BY -II T- PRODUCT CON 01 DIVIS;Or1 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 3_ -Oq Ib • bl� PROJMJC'1' RENEWED ACCEPTAN Nn.QJ — Q 220 • ()I EXP1 ' TION DATE 03/0S j_Z-00(41 Dy ice. PRODUC CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 0 o P 1 h 4 H vi al J 4 y O 0 o f J a O LL W iN vi N < t y s ., 4 s ? a P .i a 0 0 X M u _ 4 ._ t = J N W ,' < ~ O N 1 = Z W F , X X O > N < la 2 K a a. g' F T P 1 Hz m O N = m tO s Y 0 L u I smommummenim N W I W a d 2 cr o a• 2 9 O • \L UUI � E a R i " !t — F Z' A V.J. KNEZlVKM Pc.OfESSKHUI ENr FL Llcens PE 00109 JEC gate •c•. — .•wn A$ I NOTto11 a nt, (ee•io�e v�K J cK:�w• i ' VP( drawing no. 00 -501 sheaf S or s KNEZEVICH FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS ANO SPANS REQUIRED FOR VARIOUS DESIGN 3/4' EDGE DISTANCE LOAD SPANS UP TO SPANS UP TO SPANS UPI TO (W) 5' -0" 7' -6" 11' -1" STU ICT ANCHOR TYPE PSF (SEE NOTE 1) :E NOTE (SEE NOTE 1) MAX. (SEE CONNECTION CONNECTION CONNECTION NOTE 1) TYPE TYPE TYPE 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 37 12 12 12 12 12 12 12 12 12 12 12 12 9 12 8 E.- =____R mi MM> 4 8 12 12 12 12 12 12 12 10 12 9 12 12 8 12 7 1 /4"a W000 LAG w/ 55 12 12 12 12 12 12 12 9 12 12 12 12 7 1 -3/4"' MIN. THREAD - EMBEDMENT 62 12 12 12 12 11 12 12 8 12 12 12 Im _ 12 7 SHEAR PARALLEL TO GRAIN _- - 75 12 12 10 12 9 12 12 8 12 12 12 12 7 OM 37 12 12 12 12 12 12 12 11 12 10 12 12 7 12 1 \\n 11111 11 1 4 8 12 12 12 12 11 12 12 8 12 7 12 12 6 12 1/4 "o WOOD LAG W/ 55 12 12 11 12 10 12 12 7 12 6 12 12 6 12 1 -3/4" MIN. THREAD EMBEDMENT 62 12 12 10 12 8 12 12 6 12 6 12 12 o 1 - 1 12 SHEAR PERPENOF(ULAR TO GRAIN .- 75 12 12 8 12 7 12 12 6 12 6 12 12 12 ANCHOR NOTES: 1. SPAN & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF 2x WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. 7. ALL WOOD FRAMING TO BE SOUTHERN PINE No. 2 WITH SPECIFIC DENSITY OF 0.55 OR GREATER. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. 11 /11 /r)d 17. OA T A B L E 1 MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE NEG. DESIGN LOAD (PSF) 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 74.0 75.0 80.0 90.0 100.0 110.0 120.0 130.0 140,0 170.0 180.0 190.0 200.0 ALL MOUNTING CONDITIONS (FT - IN) 11 - 1 10 - 8 10 - 4 10 - 0 9 -1 8 -8 8 -8 8 -8 8 -8 8 - 8 8 -7 8 -1 7 -2 6 -6 5 - 10 5 -5 5 -0 4 - 7 4 -3 4 -0 150.0 160.0 3 -9 3 -7 3 - 5 3 -3 TABLE 1 AND 2 NOTES: MINIMUM STORM PANEL SEPARATION FROM GLASS (IN) T A 8 L POSITIVE E DESIGN 2 LOAD IWl (PSF) 30.0 40.0 50.0 60.0 ACTUAL SPAN (FT - IN) 6 -0 8 - 8 10 - 4 11 - 1 6 -0 8 -8 10 - 4 6 - 8 -8 9 - 1 4 - 0 6 -0 8 -8 MIN. SEPARATION FROM GLASS FOR h HEADER, SURFACE 8, RECESS TRACK, STUD ANGLE AND DIRECT MOUNT INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) 2 -3/4 2 -3/4 3 -1/4 4 2 -3/4 2 -3/4 3 -1/4 2 -3/6 2 -3/4 3 -1/4 2 -3/4 2 -3/4 2 -3/4 MIN. SEPARATION FROM GLASS FOR U HEADER, BUILD OUT TRACK AND ALL BUILD OUT TYPE INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) 3 -1/4 3 -1/4 3 -1/4 4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 3 -1/4 MIN. SEPARATION FROM GLASS FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1 -1/2 2 2 -5/8 3 1 -5/8 2 -1/8 3 1 -5/8 2 -3/8 2 -5/8 1 -1/2 1 -5/8 2 -5/8 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. STORM PANEL SPANS GREATER THAN 8' -8" REQUIRE A 1/4 -20 x 3/4" MACHINE BOLT AND WASHERED WINGNUT AT MIDSPAN SEAMS FOR ALL MOUNTING CONDITIONS. PRODt'C: I RENEWED ACCET1AM t NoO1_O EXPl 110N DM E _D QS By MOW. rCONIBOL DIVISION L311ILIAM) CODE COMPLIANCE OFTICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ BY PRODUCT CO RO! DIV'S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9 - D to 'D't z N c 0 1 1. 1 0 0 i i ' i 0 4 a FL Lic PE 0 w ti 4 u 0 N 4 4 N w z ao 1- r G. D 1 v J 1 3 96 -501 Y.J. EWEN PROFESSIONAL EN1iINEER N 17 /0N /f dr by 1 H< ithovM1� dr oving n.. J oleo, ore FAX. (305) 883-9572 MAXIMUM DESIGN WIND LOADS FOR ANY TRIBUTARY AREA COASTAL OR NON- COASTAL BUILDING ZONES PEAK ROOF HEIGHT (FT.) - -� POSITIVE LOAD (P.S.F.) ZONE O NEGATIVE LOAD (P.S.F ) ZONE 0 15 (- 45.1 -61.5 20 4 5 8 25 52.2 -71.2 30 55.0 -75.0 40 59.7 -81.4 50 63.7 -86.8 60 67.1 -91.4 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A PEAK ROOF HEIGHT < 60 FEET BASIC WIND SPEED GENERAL NOTES: 1. THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. THIS SCHEDULE USES PEAK ROOF HEIGHT IN LIEU OF MEAN ROOF HEIGHT. 3. TABULATED DESIGN WIND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. BASIC WIND SPEED: 110 M.P.H. C. AN IMPORTANCE FACTOR OF 1.05 FOR CATEGORY I STRUCTURES. D. ENCLOSED BUILDING: GCpi = s 0.25. 1.. DESIGN LOADS ARE APPLICABLE FOR COASTAL AND NON COASTAL BUILDING ZONES. EXPOSURE "C" IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. 5. POSITIVE AND NEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON THE PEAK ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 6. FOR ESSENTIAL FACILITIES, OPEN OR PARTIALLY ENCLOSED BUILDINGS, LARGER TRIBUTARY AREAS, BUILDINGS GREATER THAN 60 FEET HIGH OR OTHER SITE SPECIFIC CONDITIONS SHALL BE DETERMINED AND CERTIFIED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 7. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT THE SIGNATURE AND RAISED SEAL OF V.J. KNEZEVICH, P.E. KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING t280 N. UNYVFRSIIY DRIVE. SUITE 1 • FORT LAUDERDALE. FL 33322 TEL (964) 382 -2800 • FAX (964) 382 -2989 • R CIREA COA #3206 VVEHSITE AWN ANE VICH.00•4 • E -1M1_ KA@KNE E 1CH.001A COPYRIGHT 0 2000 KNEZEVICH & ASSOCIATES. INC. BUILDINGS _< 60 FT. ASCE WIND LOADS COMPONENTS & CLADDINGS 110 M.P.H. X5:7 V,"J4.K t fA t 1 date f Nw n•i,'::I. J + ' 1 ` 1 1Tt•• o - 01,41 VAC nLVED 01•TV0, JVK Z0,4.0CNTOKATpN I111 NOTES O&•vn by HC dr • r.n• n C.,en Cy1 SK00 -300 VJK cn•c"aorl 1 sheet 1 of 1 VJK 110 M.P.H. ALL ROOF SLOPES te r(F( iNNEFA. GLASS OR DOOR 12/21/08 17:04 PAHEL FROM GLASS SCHEDULE EMBE0.1 )TYP) OPTIONAL LEG DIRECTION BUILD -OUT TRACK/STUD ANGLE SCALE : 3" • 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASCO OH TYPE OF STRUCTURE) ,—FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION' Tat M —W/ 1/4 -20 x 3/4" MACHINE BOLT L WASHCREO WMK•NUT© A 12 0C. 6114 TEK SCREW 0 12" 0 C. Q CONT. (MAY BE REVERSED) W/ 1/4 -20 x 3/4' HACH. BOLT L WASHERED WINGNUT 0 12' 0.C. FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 4' EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING, (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 1 -1/2" x 1 -1/2' x .013" ALUM. ANGLE — vARIES O CORNER DETAIL SCALE : 3" • V-0" 7/4 -20 • 3/4' STUOS W/ WASHERED WINGNUT ® 12" 0.C. ITYPI 1 GLASS OR 000R FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1' 1/4 -20 x 3/4' MACH. BOLT S. WASHERED WINGNUT ©p 12' 0.C. O EXISTING CONCRETE, HOLLOW BLOCK OR W009 FRAMING. )SEE ANCHOR SCHED. BA SED ON TYPE OF STRUCTURE. SEE MIN STORM PANEL SEPARATION FROM GLA SCHEDULE 1 / / EMBED. 1 © CONT. W z 6. X - r INSTALL 1/4 -20 BOLTS W/ SHEET METAL NUT TO 14 HOLD BOLT IN PLACE m J - < 7 32 DRILL 5 /16 "'HOLES 0 L IN 2' x 2" ANGLE J N 0 6" 0.C - -� < X < o. E N W �� H i3) 1/4 -20 x 3/4" 11ACH ` BOLT 1. WASHERED WINGNUT O cr, 12 0.C. O RECESSED TRACK EMBEDDED IN STUCCO SCALE HALF SIZE I/4 -20 x 3/4" STUDS W/ WASHERED WINGNUT O p 72" 0 C. ITYPI 4" x 6" x .093" MAX. ALUM. ANGLE OR 10 GA. STEEL ANGLE — VARIES O ALT. CORNER DETAIL SCALE : 3" • 1' -0" 1 OB TYP. - i 5CE ANCHOR SCHEDULE FOR APPROPRIATE ANCHOR (MAX. DESIGN LOAD . 72 PSF) OPTIONAL INTERIOR O FASTENING ANGLE ASSEMBLY N S — 2'x2 "x1 /B" ALUMINUM ANGLE - -E 5/16'a HOLE p 6" 0 C PRODUCT RENEWED ACCEPTANCE No.n - ()ZZ bj ' FXPI TION DATE / �0 Dy a ds/xrd111 ' j t�- • (E P ,V NT1tOL DIVISION 13UILDLNO • E COMPLIANCE OFFtC1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT d A Lam_ 119CA BY lvly , PRODUCT CON 01 DiV S Orl BUILDING CODE C0MPLANC O((ICE ACCEPTANCE NO. 0! DL-- O m Ft. PE 0 No' PE •'03 V.J. 11NE1 H PROFESS INFER 2_1998J 12/06/16, . onvn ey AS NOTEJ • t 106614n Dy 1(ch.ck.d e Vm It VJK dr owing no. 96 -501 shier 3 of 6 GLASS OR DOOR- 12/21/98 17101 EMBED. ITYP) 0 V O GLASS OR DOOR — M 4 EXISTING CONCRETE. - HOLLOW BLOCK, OR 4000 FRAMING. (SEE ANCHOR SCHEDULE BASCO ON TYPE OF STRUCTURE) EMB(0. ITYP) L ANGLE TO WALL DETAIL EXISTING CONCRETE, HOLLOW BLOCK (SEE ANCHOR SCHEDULE BASED ON TYPE Of STRUCTURE) M 0 u FASTENER TYPICAL TO TOP L BOTTOM cON01TIOM SEE MIN. STORM PANEL. SEPARATION FROM GLASS 50(3. EXISTING CONCRETE, )KILL OW BLOCK, OR 4000 FRAMING. ISEE ANCHOR SCHEDULE BASED ON TYPE Of STRUCTURE) FASTENER, SEE ANCHOR SCHEOULE, CONNECTION 'TYPE -- -'- • T 1/2 j MAX. Z 4 4 1- 1, Z w W Z )( Z O CONT. SEE Het STORM PAHEt SEPARATION FROM GLASS SOXO. 0 SO CONT.- FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1' WALL MOUNT O SCALE : 3" = 1 -0" � CONT . PANEL TO ANGLE DETAIL EXISTING W 000 FRA f0i GLASS OR DOOR 0 EXISTING W000 FRAFRAMING 11� FASTENER # 6' O.C. OR 12' 0.C. MAX., BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING (PGS, 5,6) USE RAWL CALK -IN ANCHORS WITH KEYHOLE WASHERS ONLY. SEE ANCHOR SCHEDULE REFEREN CONNECTION "TWEE 1• (LOCATE FASTENER IN NARROW PORTION OF KEY HOLE SLOT, TYP. TOP & BOTTOM) EXISTING CONCRETE, HOLLOW BLOCK (SEE ANCHOR SCHEOULEBASCO ON TYPO Of STRUCTURE) O DIRECT MOUNT SCALE 1 r , 1•-0" 1/6" MAX. SEE MIN. STORM — PANEL SEPARATION FROM GLASS SEND 1 1/4 -20 x 3/4" MACHINE BOLT L WASHERED WINGNUT Q I 12" 0.C. • / V / EXISTING CONCRETE, HOLLOW BLOCK, OR 4000 FRAMING. (SEE ANCHOR / / SCHEDULE BASED ON TYPE OF STRUCTURE) O 0 O u EMBED, (TYP) 1 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2" © CONY . 1/2" MAX. r CONT. FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1' ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL WALL MOUNT O SCALE : 3" a 1' -0" SEC MIN, STORM PANEL SEPARATION PROM GLASS SCI(0. - GLASS OR 000R FASTENER, SEC ANCHOR SCHEDULE. REFERENCE LOGE 01ST. CONNECTION 'TYPE 5' - - f-- - / /� i / / / EO. ✓ EC2' i i <r Z 1- u Z W J J 1 4 X 4 1/4" MAX. W Z 4 n cc 0 N W J m 4 O X Z N 4 1/4 -20 x 3/4" MACHINE BOLT L WASHERED WINGNUT \ O # 12" O.C. \\\ `-OT CONT. FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1' B CEILING MOUNT/WALL MOUNT SCALE : 3" • 1'-0" 05 CONT.- r 02 CONT. 1/4" MAX GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE Of STRUCTURE) PLYW000 ANO STUCCO FINISH I(y _ f SEE MN. STORM — PANEL SEPARATION F ROM GLASS SCHEDULE 1 T'1 2' x 6' P.T. 4000 BLOCKING ACCEPTANCENn.O1 -- G 'IR� 1 ION I),� r):0 3/051260(e PROD) t( )N 1 ROl.1)I VISION LiUI, l)[NG CODE COMP L.M CE OFT10E EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD ,y / J FRAMING. ISEE ANCHOR / SCHEOVLE BASED ON TYPE OF STRUCTURE) Y / GLASS OR DOOR CONT. ' F 90 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING. ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 4' —� 1/4 -20 x 3/4" HACH. BOLT & WASHERED WINGNUT QB 12" 0 C. WALL MOUNT (BOTTOM) SCALE 13' • 1' -0" 1/ -20 x 3/4' MA IT 2 T` I' RENEWED t WASHERED WIN e0 1 lJiJ1Jl.1 j 1V T 1/ 12' 0.C, OPT ONAL LIG WILTON SEE MN. STORM PANEL SEPARATION — FROM GLASS SCHEDULE EMBED.l ITYP) FOR W000 eLOCKINO USE 1/4'0 S.S. LAO SCREW W/ 1 -1/2' PENETRATION INTO 4000 BLOCKING #12' 0.C. TWO 1/4'11 S.S. LAG SCREW 24' O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER Of STUOS O BUILD -OUT MOUNT SCALE : 3" • 1' -0" 014 TEK SCREW OR 1/4 -20 x 3/4' MACH. SCREW & NUT C6 12" 0 C. ITYP, TOP & 00TT0f -17 1/2" MAX. Li- O 0 114' MAX. ) CONY. ACHINE / 1/ L 4 -20 x 3/4" Qf BOL WASIIERE12 O O WINGIIUT © CONY. , TOP L BOT TOM YP FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 4' Z - u 1 2 w J J 2 4 n X < 2 1/4 -20 x 3/4" MACH. DOLT i WASICREO W INGNUT (!) # 12' 0.C. J W FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYP! 3• STUD ANGLE SILL TO CONCRETE SLAB G E 1 APPROVED AS COMPLYING H T AL 3" • V -0" SOUTH FLORIDA BUILDING CODE DATE a tvtA t I BY PRODUCT CO L DIVISION BUILDING CODE COMPLIANCE OFFICE 'ACCEPTAYCF ( wl, I 1 z l s I 0. N C O 1 VJ. KN PROFESS x L E • LR FL 1 n Not I PE 410' 83 1 2.99 .1 481. 11/04/14 AS IgrtO (dFwn 6 / x>I9n Oy t rxchxd Or V1K YM f dr wInO no. 96 -501 1,414 er4nr O i 12/21/98 17:03 OPTIONAL STUO DIRECTION 1/4-20 STUO Q9 12 - OC. 2.0o- BASE ANGLE SCALE : 3" • 1' -0" 6063 -T5 ALUH. ALLOY O PLAN VIEW 1/." MAX. EXISTING CONCRETE, HOLLOW BLOCK OA W000 FRAMING. 2.00" 1 LABEL LOCATION FASTENER El 12' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 P 3 0 9' 0 C. FOR DESIGN LOADS GREATER THAN 100 P.S.F. ISLE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) 0.050" 1 1.00"• 12.00" COVERAGE 11..631" O STORM PANEL SCALE : 3" . 1%0" WIDTH UNLIMITED 1 lPERP. TO PANEL LENGTH) TYP. SECTIONS BOTTOM MOUNT TYPICAL VERTICAL ELEVATION WITHOUT OVERLAP FASTENERS FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 4, FOR REQUIRED HIM. STORM PANEL SEPARATION FROM GLASS. 2.00" .10'7 1 .280 - fr , 1 O 0 1, 679"1 N RECESS TRACK HALF SIZE 6063 -T5 ALUM. ALLOY Y 3 MA X 0 PLAN VIEW 1/4-20 MACHINE 804.1 L WINGNUT (1I MIDSPAN 11.20" 0 0 0 • C . 7 WIOTH UNLIMITED TOP MOUNT- - �� I IPERP. TO PANEL L ENIGTH) TYP. SECTIONS O WALL MOUNT/DIRECT MOUNT EXISTNG CONCRETE, HOLLOW BLOCK OR W000 FRAHING. (SEE ANCHOR SCHED. BASE° ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE 1' x 2" x .12S' MIN. TO 2" • 5" x .125" )MAX. LABEL LOCATION -; 0.050" / fiY ►J ►J i r �E l \ F 100"1 FOR ALL INSTALLATIONS SEE TABLE 2, PAGE ., FOR REQUIRED MIN. STORM PANEL SEPARATION FROH GLASS. la HALF PANEL SCALE 3" • 1' -0" O TOP MOUNT BOTTO MOUNT TYPICAL VERTICAL ELEVATION WFTH BOLT & WINGNUT aQ MIDSPAN OVERLAPS 1/4" MAX. USE OVERLAP FASTENERS MIOSPAN WHEN E0UIRED O TRAP MOUNT TYPICAL CLOSURE DETAILS SCALE: 1 -1/2' • 1' - 0" 2.00" 6.00" COVERAGE .107" ,.280" I o 1 % 370" R -/ J ,679" O I i SURFACE TRACK HALF SIZE 6063 -T5 ALUM. ALLOY USE OVERLAP FASTENERS R HIOSPAN WHEN EQUIRED •• EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (PLAN) HAX, HALF SIZE 6063 -T5 ALUM. ALLOY "h" HEADER SCALE : 3" • oes- ~4r- OS-4 (ZAMAC 3 ALLOY) WASHERED WINGNUT HALF SCALE BUILD -OUT TRACK EX15T1410 CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 5. 0. CXISTINQ CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) FASTENER 0 1 2' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 P.S.F. & @t 9" 0.G FOR c4SK,N LOADS GREATER THAN 100 P S.F. )SEE ANCHOR SCI40. FOR ANY ACCEPTABLE AIICHORI 2.2. ]- r 06S" O "U" HEADER SCALE . 3" • 1' -0" 0.99 -.630 a n / KEYHOLE WASHER - -.250' a HALF SCALE l• • MIN..094' 5052 -H32 ALUMINUM ALLOY CORPORATE SEAL 0 0 0 .11S ITYP) 5.00' MAX. ANGLE SCALE 3" • 1' -0" PRODUCT RENEWED AocrFANcE NL,, o I- G Z Z 0. o ExputAnoN DATTE o 3 012- 0 0 0 P1i1JC NTROL DIVISION ECTI )ENU WOE (X)MPLIANCE OFFIC!I GENERAL NOTES: 1. THIS STORM PANEL SYSTEM 15 DESIGNED ANO TESTED 111 ACCORDANCE WITH THE SOUTH FIORIOA BUILDING CODE, 1991 EDITION. I. POSITIVE ANC) NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES', I10 HPH WM VELOCITY. TABLES SHALL 8E REFERENCED AT APPROPRIATE DESIGN LOADS. 3. PROOUCT MARKINGS SHALL BE WITHIN Ir OP ONE ENO OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL AND SHALL 81 LABELED AS FOLLOWS: FLORIDA SCREEN ENTERPRISES OPA LOCKA, FL. DADE COUNTY PTIODUCT CONTROL APPROVED .. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE OADE COUNTY PROTOCOLS PA 201, PA 202. AND PA 203. DESIGN 15 BASED ON CONSTRUCTION TESTING CORPORATION (OPA- LOCKA, FLI TEST REPORT N. 96 -061 2. No. 91 -014. STORM PANELS SHALL BE 5002 -H32 ALUMINUM ALLOY, 0.050' THICKNESS. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 6. ALL SCREWS AND DOLTS TO BE 2026 -T. ALUMNUH ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENOTM OF 60 KSL 7. FOR INSTALLATIONS WITH SPANS GREATER THAN OR EQUAL TO 8' 4' OVERLAP FASTENERS AT NOSPAN ARE REQUIRED. TOP ANO BOTTOM DETAILS HAY BE INTERCHANGED AS FIELD COW/111094S R(OUIRE. 9. HORIZONTAL MOUNT/4G IS PERMITTED WITH SURFACE TRACK Q RECESS TRACK © STUD ANGLE ® OR DIRECT MOUNT. 10. THE PERFIT IIOLOER SHALL VERIFY THE ADEQUACY OP THE EXISTING STRUCTURE 10 SUSTAIN THE NEW SUPERIMP05E0 LOADS AI10 TO VERIFY ALL DIMENSIONS AT THE 108 SITE BEFORE COMI WITH THE WORK. ANCHORS SHALL BE INSTALLED M ACCOROANCE WITH MANUFACTURER'S RECOHHENOATION5. EMBEDMENT LENGTHS SHALL BE AS NOTED AHD 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 12. AT LEAST ONE WARN /NG NOTE PER OPENOq SHALL 68 PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORH PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS BOLTS ARE PROPERLY INSTALLED WHEN NEEDED USE OVERLAP FASTENERS O REQUIRED WHEN - ALUM. ANGLE CLOSURE PIECE 1 • 2" • .125' MIN. TO 2' • S" • .125" MAX BUILD -OUT MOUNT PPROVED AS COMPLYING WITH THE UTH FLORIDA BUILDING CODE T RODUCT C ROL DIVISION URDING CODE COMPLIANCE OFFICE CEPTANCE NO 1.92_112_11-t_ �o' 1X i dole 2- 2-_192 42/04/96, Ica [drawn Oy NOTC�t 4 (QtsIOn Dy 1(cAtck40 .. 0ij II VJK E VAL c '0 4 L t.7 CL Y a0 u dr wln0 no. 96-501 14414 1 e/ 6 ELECTRICAL w sPEa1O,N n iPE D Temporary Pole Footer Grounding Slab Service Rough B. Alarm Prewire TN, Prewire Intercom Prewire Phone Prewire B. Alarm Final T,V. Final Intercom Final Phone Final 30 Day Temp Power Pool Grounding Pool Slab FINAL WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS STRUCTURAL ti ny' ot umns 1 Poured Celts Ti learn S eam or Slab d', Floor Columns Floor Tie Beam Sheeting `slt Sheathing Fldor`Sheeting Truss, Roof Floor e Front i ndoor installation k Or Installation rt Cap - Progress Tii n 'regress � . STRUCTURAL timing u iation wall idewalk ,oaI Steel vrrc i $ rxv I le in Progress d riveway Form / Rock Storm Shutter Anchors Storm Shutter Final atlo / Deck Final "erne Final Of Patio Deck Teen Enct Final .Pool Final of Final NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECORD o f INAL s ' M r Ground Rough Top Out and Floor Rough 3rd Floor Rough Condensate Orrainfteld Suppression Test Septic Sewer Water Service 1. P Tank Gas Rough Gas Final :Irrigation Int Ext: : Well Interceptor PressureTest Fire Sprinkler Final Pool Maindrain Pool Piping FOR INSPECTIONS CALL 305 - 795 -2204 INSPECTION REQUESTS ARE ACCEPTED DURING THE HOURS OF 8:30 AM TO 3:30 PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. INSPECTION TY IJndgr NC P Slab condensate tal3e - Aire ;' Rough Duct tough Pipe Tuct Detector Ventilation Pressure Test Exhaust Fan Rough Hood Rough Pool Heat Pump Fire Dampers Fireplace Vent Vacuum Pipe Rough Vacuum Pipe Final Equipment Anchor Suppression Test CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 8. 1IINli3d ONILI3A00 3A11031011d HIIM maws AO 30Vd NO PERMIT # OWNER ADDRESS OEM NO minim' SV ONINDVB 01 N3.LSV'J PERMIT TYPE pr li3N31SVd HIIM dYld N33f10SIA HO 3aVW 38 11IM NOI103dSNI ON }JO Sa0H131A1 ONIM0110J 31-11 AO 3NO A8 80f 3 H1 I0 1NO1:IH 3H1 NO a3Avidsia 38 1Sf IN aad0 11Wa3d SIH1 DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE BUILDING PERMIT PL 2oa3 - /l3 De ✓se-he/ gy7 NE qq 5� CONTRACTOR Ma, pie !v f We/ IJW f7 /H oatvi 30031 3A11031011d ..8 x .. L rn NOI1V1:113N3d -1 ..l NM 1 'X VI N 'aa 0NINOV9 8LX ei. DATE 9..,29- "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." ,v. /I. Co/P 44 ate' 41 OFy4 4 s E GTiaw 6. a' r / LiN.es OF.' .T yd �R. 3 /z 4R Na. /Q pA� N• SdCT Ga ^ .S.j +'0$. For 60 0- 9 -2714= , -- C/9GE- : / 200 aKETOR OP BURVE't Lot 1 and the West MLt of Lot 19, B1ook 169, MIAMI SHORES SECTION d, aceording to the plat thereof recorded .in Plat Book 14 at Page 33, of the Publ o'Reoorda of Dade County, Florida. Julius Gaines and T. Donovan BISCAYNE ENOINSER/NO COMPANY Order #2d53O Civil Engineers Juno let, 1953. F. 8. 6 Miami Florida Sealed show WZ HEREBY CERTIFY' : That the attached "BUTCH 0? SURVEY" of the above described property ie true and oorreot to the beat of our knowledge and belief as reoently_.surveyed and platted under our direction; also that there are ne eneroaoirnen s unless shown thereon. BISCAYNE ENGINEER NG COMPANY J. Sennett R is ered Engineer .,l 43 Regietered #46 STATE 0? FLORIDA. vs,* wameerwarr. Y. UI Sca% r /0, z o' Mir IMOMMOMAINVOL■11.M.001 2spC3S44"- . , ,9 .. --- '6.1/ ll' --7--fr-10- `5V0 11 "'er_kte kblil SS_ ti :' a Ln 2 : 2(1 A I04 s , Z.S t9L4 4 1 Ilk tr-r-C Aczo_tt Bvzi < --- i 0 714'o rt4S t 044-7 i 7 tifiz ' 1...4.SctPoi,s-T40— ,Lt :c it s Q 1 - i= -1- ' 1 . 42- v t t, AliN .koz . k5 4: '• VS1 - S .--6. 2spC3S44"- f, 2 ? ,... "1 .-0 A c 4\ - 4 r z., a` Y: : Narn. " Qi�AL J -'" /1� ,'G'G s`G? r›wV1 ?GAI t 4 Cc Loa., %,. 2, f. "4 4•.ST.) e frAcS n\%tit:WT.,.D