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640 NE 101 St (15)A BOUNDARY I npeor cef silyty +ented hereon Ih , tee t h repre- techn t vanda,dt , et fonts by he Boar V 4 o, Florida ,ti In C tx u uan to 3 � ro n, a, �' , %Imes, Theta to o Ow' bay env F F r rj lrnCy�nhor 1 v Z vE, t/i dF I 0ATE SCALE OR.1VtiN, By OcCe ORWO NO 45759 PROPERTY OF, ;,/ dismantle, Lois M. and Grundhausc!r John, 640 N.E. 101st Street Miami Shores, Florida, LANNES an CA RCIA, INC. L.B. 12098 ENGINEERS . LAND SC:RVEYO - LAND PLANNERS Rene Aiguesvives - #4327 Office address. 359Alcazar Avenue, Coral Cables, Florida 33134 Mailing address: P.O. B ox 561131, Miami. Florida 33156 (3o5) 66&7909 ( 5 23 -8663 FLOW 7,0Nt; : X FLOOD INFOR,MATInN; Community No.: 120652 Panel No.; 93 Suffix; J Date of F.I.Cl.M.: 3- 2 -94 B s Q Elevation: Not Availabl i C- •lift d To: C:rinlpri l�', (�t.tnrnf , Title 1 Sc�r� is - s Fon d- y, . , y ` Tit le Insurance Fund, wr'ismntic;, Lois M. and n rtr.,er John and Sierra Wr:storn ,tifortc.aq,' Cr,mpa ,, rI<;��i.Sn� �u,d Guur - , its successors �1r / r Dow r�ntc.t, d c� nucoe sons end /or Ksir�ns C Corp., its Unless a bays the thr orig si g na ture and raised seal of a Florida t'c:nscd conveyor and mn dta,, Ing, sketch, plat or m ap s for Inronnational purposes not valid �° s onl y snQ p is n r , nn nnnnnnnn rntt tilt I Ti i',; property des, Lc� 3 described .r1'1' (?E-' MIAMI ` ut Lot 5, Bloc 'in. 'r�'Cr.)Z'C? �(!:n);i,'S Si i '. T( ?i 11, lrlc the thereof, , a s r,, ' r � the-. I%:i,-, r 1 4 orcl, in Pl,z t Rook 15, Dade c.1c4unt, thr, Public Rt of County, Florida. N()tc!; 1Tnderround env r.rtilLtics iZ xoachmFntS and rshi ll an y , not located. Fence owner P b" visa owner r 1 mE-:ar13 only, 1c�ga'1 f� not ck r 1 , 1 r T r M T f r i l l "7%7 e i.'. -�--� ,ter" .<.,.�•. /- F F l - / / nn T -'7 I'1 /I z 0 0 w 2 0 2 K z 03/09/99 15:15 GLASS OR 000R 2" x 2" • .093" (MAX. DESIGN LOAD • 72 PSF) X 1- t7 Z W I ALUM. STUD ANGLE 0. X' 3/4' PLYW000 1/2'0 THRU BOL" 0 12" 0.C. 1/4"• RAWL CALK -IN IA 12" 0 C WITH 7 /8" MIN. EM8. IN CONC. OR HOLLOW BLOCK OR 1/4 "• LAO SCREW 0 24" 0.C. W/ 1 -1/2" MIN. EM8. IN WOOD —® 2' x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 O U "PASS THRUM DETAIL SCALE : 3" . 1' -0" 2' x 4" x 1/8" CONT ALUM. TUBE (5063 -T6) (: — MAX. 1/8" "'ILE I; FINISH MATERIAL 1/4 "0 RAWL CALK- N 0 6" O.C. WITH 7/8" MIN. EMS. IN CONC. OR HOLLOW BLOCK OR 1 /4'0 -AG SCREW 012' O.C. W/ 1 -1/2" MIN. EM8. W W000. - E MSED 4" MAX 0 r ® WALL MOUNT SCALE : 3" 1/4 -20 5.5. BOLTS W/ WINGNUTS • MIOSPAN CR sr O.C. MAX. ITYP) NON- STRUCTURAL FINISH MATERIAL BRICK OR W000 — FASTENER, SEE ANCHOR SCI - EDULE BASED ON TYPE CONNECTION TYPE 2• 1/2" —1 1/4' MAX. ANGLE MAY VARY L O ALT. CORNER DETAIL SCALE : 3 • 1' -0 —2" a 2' • 0.125" CONT. TO4' "x 0.1I5" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE OALV. STEEL ANGLE 6" 6" 1/2' 1/4' -20 STUO INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" • 1' -0" -3/6'0 HOLE FOR FASTENING PANEL -2 • 2' ALUM STUO ANCLE 0 FOUR 1/4'a RAWL CALK -IN ANCHORS W/ 7/6" MIN. EMBED. IN CONC. P 4" 0.C. SCALE= PUNCH HOLES IN ADJACENT PANELS TO RECEIVE TMS BOLT PLACE PANEL OVER EACH ADJACENT PANEL ANO FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR ® FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" NOTES; THIS DETAIL MAY BE USE0 AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD • 72 PSF) ® EDGE MOUNT DETAIL SCALE 3" : 1' -0" /4" MB. INTERIOR FASTENING ANGLE ASSEMBLY BY 2 'x2 "x.093" ST000E0 ANGLE W/ 1/4 -20 STUOS L WINGNUTS 0 12" 0.C. 1/4 -20 MACHINE BOLT ANO NUT 0 12' 0.C. —• 1/4' 0 RAWL CALK- N INTO CONC. OR HOLLOW BLOCK. -© 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. Tr' x3 "x1/4" ALUM. ANGLE 1/4 " -21) ITUO W/ NUT 6 "0C. - t ALUMINUM ANGLE PRODUCT CO IL DIVISION 8Ui10 NG CODE COMPLIANCE OFFICE ACCEPTANCE NO 1 ' L . L(2, ; + \ ��r ?• .a .;% • v OFROVtD AS. COMPLYIr0G WIN BE ; ' SOUTH FLORIDA BUILDING CODE -) DAT U ' 'I , , ' • '� n U z w • F U °0 ▪ i to • a W od z U 2 > U1 „ W z 13.4 Z IZ n �^ 6@ et 4 108 h od z 3 oUY o ~ 2 2 N I a. .1 • jg n mt %NW 4 ot8 • a I ; m 0 0 I N m z X Y, as LL P OI II- o } i 6. o � V! N I '41 KNEW/ 2 (FESS'0NAL E ER. 1 FL L(cen a 0: I PE, 00 0l /22 /fa iica ;drawn by •S NOTtO rK assi by T ckad byf VA( VJK dr vying no. 98-88 SEE MIN. PANEL SEPARATION FROM GLASS SCHED. - GLASS OR 0008 1 ■ EMBED. 1"x4 " x 0.055' OR 2" x 4" x 0.0S5" ALUM. TUBE OR 2" x 4' OR BLOCKINGI. W000 —1 O WALL MOUNT SECTION (BOTTOM) SCALE 3" = V -0" THREE 1/4'• W000 LAG SCREWS W/ 2 -1/4' MIN. EMBED. p 24" O.C. MAX. CONT. 4" x .2S0" ALUM. PLATE OVER W000 MEMBERS — 03/09/99 15:15 -J Z -J H U Z Z W ...I VI Z'4 N a = GLASS I < OR DOOR Z (Di CONT. FOR W000 BLOCKING JSE 1/4'0 S S. LAG SCREW W/ 1 -1/2' PENETRATION INTO WCOO BLOCKING p 12" O.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRA INTO CENTER OF STUDS LOCATED p 24" O.C. MAX. L ONE 1 /4"I► THRU BOLT W/ ACCESS HOLE p MIDWAY BETWEEN STUDS. TWO -1/4'0 S.S. LAG SCREW tt 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS r THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE, USE OF THIS DETAIL IS LIMITED TO r 72 PSF. - WOOD ROOF TRUSS OR FRAMING MEMBER 03 CONT.— — *14 SMS BETWEEN TRUSSES p 24" 0.C. O SOFFIT CONNECTION DETAIL SCALE 3" . 1• -0" EXISTING CONCRETE. • HOLLOW BLOCK, OR W000 m FRAMING (SEE ANCHOR 2. 4 SCHEDULE BASED ON TYPE • OF STRUCTURE) STUCCO FINISH OR PLYWOOD SOFFIT 1/4^ MAX. ♦ X -J F J z.z . J a I G W J < v1 IJU a H' s < 5 SEE MIN. SEPARATION FROM GLASS SCHEO.- 5 0. . 0 WI 014 SMS 131 12" 0.C. BETWEEN TRUSSES p 24" O.C. - r t— EMBED. ITYP O WALL MOUNT SECTION (DIRECT MOUNT) THREE 1/4 "• W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. 0 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 1" x 4' OR 1" x 6" 062" :ONT. ALUM. TUBE- - (6063 -T61 - —� SCALE ; 3" . 1' -0" - - FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE V' (USE REMCVABLE ANCHORS FOR DIRECT MOUNT ONLY p 6' OR 12" O.C.. BUT DO EMBED NOT EXCEED SCHEDULED SPACING. (TYP.) - r ITYP. TOP 1 301' 0,V) EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCMEOULE BASED ON TYPE OF STRUCTLRE) SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" • 1' -0" — 0 — 0 CONT. 2" x 5" x 1/3" ALUM. PLATE (6063 -T6) INSIDE EACH SIOE. FASTEN W/ B 4 12 SMS OR 3/16 - 0 POP RIVETS EACH SIDE AS SHOWN p 1" c.c. 1" a 4' AL 11. TU3E W000 ROOF TRUSS OR FRAMING MEMBER L . • - STUCCO FINISH OR PLYWOOD SOFFIT ACCESS HOLE (TYP) (MAX. OESIGN LOAD • 56 P, S.F.) Q O ALT. SOFFIT CONNECTION DETAIL SCALE ' 3" • 1' -0" 1 /4_MAX — EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) — FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPES' -O7 OR © CONT. '/4 - 20 MACHIN! DOLT 3 WINCNUT p 12 0.L FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". 0 SEE M61. SEPARATION FROM GLASS SCHEDULE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ‘2-7.1 WALL MOUNT DETAIL SCALE : 3' - 1' -0" 03 CONT.— - CONT. WOOD FRAMING REQUIRED FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNEC-ION 'TYPE 3' SOFFIT CONNECTION DETAIL © SCALE • 3" a 1' -0" in;vtip t rdMPIYING 'Will TA %OUTH'fCORIDA BUILDING'COOE bAT A z . - r § - PROONCT CO ROL �N}SION SJILDING'CODE ` CUIJIPUTANCE DffICE • if£GtI ;TAr 'to+o.1 -. 41 Br. - 1/2' PLYW000 1/4" MAX. 4 I = I < 0 i i t cc 0 v W 1 ' W N vi 4 a I O 0 I 1 m m m O • d I 0 ! IL W VI 1" < I ! CC • W M I = p l u 0 . i > 4 ~g N ! W E LL -� Y IL > I < i 0 . E ' LL P < • m A! Z F- Y o t7 O ! • Z )" Y ' 1 � Li z N W 1- u O H N - K tazre CH i • J r \ PROFESSIONAL E EER .; I . FI tic on N ot ' , j ,. PE'00t 3 .. � t 0 - scale drr.n by i AS NOTED , _ HC I (design by ch.ch.d byl VA( Il VJK r dr awing no. 96 -88 r .near 3 of 6 LABEL 537" - LOCATION -- I GENERAL NOTES. co 090" (TYP) ALT. LEO - DIRECTION - 03 09 99 15:14 469 1 2.000" .093" 12 00" C 15.269" O STORM PANEL SCALE : 1/4" a O' -1" o' 090" (TYPI O "E" TRACK "P' TRACK O SCALE , 1/4" 0' -1" SCALE : 1/4" . 0' -1' 2.015" 1 8" `313" . e - .563 "a 12S" (20 QA. QALV STEEL OR 0.050" ALUM) KEYHOLE ® 1 WASHER SCALE HALF SIZE 1 125 • t THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED ANO TESTED IH ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. • 085" WINGNUT 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FCR SPECIFIC JOBS H ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FCR BUILDINGS ANO OTHER STRUCTURES." TABLES SHALL 8E REFERENCED AT APPROPRIATE DESIGN LOADS. 3. PROOVCT MARKINGS SMALL BE WITHIN 12' OF ONE ENO OF TM! PANEL WITH A MIN OF ONE HARKING PER PANEL ANO SMALL DE LABELED AS FOLLOWS: MADOEN MFG CO, POMPANO BEACH, FL 0A0E COUNTY PRODUCT APPROVED 4. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE DADE COUNTY PROTOCOLS PA 201. PA 202. M PA203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION ICTC) TEST REPORT No. 96 -013. SCALE HALF SIZE 18 GAGE GALV. STEEL GRAOE C 0 0 , F 1.00" 0 STEEL BAR SCALE : HALF SIZE 5. STORM PANELS SMALL DE 505241)2 ALUMINUM ALLOY. 0.063' THICKNESS. ALL ALUMINUM EXTRUSIONS SMALL BE 6043 -T6. U.O.N. 6. ALL SCREWS ANO BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 KSI MINIMUM YIELD STRENGTH. FCR INSTALLATIONS 30 PT. OR LESS ABOVE GRADE, AN OPTIONAL Y x 1' x 18 GAGE STEEL BAR HAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM STEEL BAR MAY BE FASTENED AT PANEL OVERLAPS, AT MIOSPAN, W/ 1/4 -20 x 4' BOLTS ANO DIE CAST ALUM. WASHCRED WINGNUTS. SEE Mt SEPARATION FROM GLASS SCHEDULE. PAGE 8 0P 8, FOR REDUCED SEPARATIONS. II. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO 86 MOUNTED WITH "E' OR 'F' TRACK. STVO ANGLE OR DIRECT MOUNTED HORIZONTALLY 9. THE PERMIT HOLDER SMALL VERIFY THE ADEQUACY OF THE EXIST NG STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND 10 VERIFY ALL DIMENSIONS A THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUPACTLRER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL 8E AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL DE PLACED IN A CONSPICUOUS LOCATION ON ANY OP THE COMPONENTS OF STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT 'STORM PANELS WILL NOT OFFER HVRRKANE PROTECTION LNLESS STEEL TUB! L BOLTS ARE PROPERLY INSTALLED WHEN NEEDED." I ' 4 . 077.. trt 07 " 062", tn. 2.063" 2.346 - EXIST NG STRUCTURE - R 2SO" e 073'8 O "h" HEADER SCALE 1/4" WIDTH UNLIMITED 1-- / (PERP TO PANEL SPAN) TYP. SECT ONS 0 0 N -y- 'TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2 PAGE 3 OF 3, FOR REQUIRED MIN PANEL SEPARATION FROM GLASS Y Y - EXISTING STRUCTURE /- 2.250" 062" 11'431 1 ON 2.063 - -1 O "U" HEADER SCALE • 1/4" a 0' -1" 0 OPTIONAL - - - -t- -.- - - - 1/4" MAX. - - - - - TOP HOUNT t '.) PLAN V - EW 1 R 250" 11) OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE NOTE 7 - BOTTOM MOUNT La e' +' 7'r(7a ` O O WALL MOUNT 1/4" MAX. L © TRAP MOUNT "0 OPTIONAL \-/ EXISTING STRUCTURE - TYPICAL CLOSURE DETAILS SCALE_ 1 -1/2" . 1' -0" 0 I N z 0. N J z < 0. 1- 0 N O cc 2; 0 O J y O O ni t-- - 1/4 -20 MACHINE SCREW STUO 125" (TYP) 1- 5.00' HA 4a STUDDED ANGLE SCALE 1/4" 2 0 -1 '25" ITYP) 5.00" MAX. FOR ALL INSTALLATIONS SEE TABLE 2 . PAGE 8 OF 3. FOR REQUIRED MIN PANEL SEPARATION FROM GLASS ANGLE 6061 - T6 FOR DETAIL "T" O SCALE : 1/4" a 0' - 1" WIDTH UNLIMITED ~- ■PERP TO PANEL SPAN) SECTION K ow- 1 DIRECT MOUNT ELEVATION SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 111 CPTIONAL , as 12" 0 C. - - - -- -- - - 0 V4" MAX. 1/2" MIN. OVERLAP"�y ALUM. ANGLE CLOSURE PIECE. 1- x 2" x '25' MIN. TO 2" x 5" x. 125' MAX. -- O TRAP MOUNT OD FACE MOUNT • (PLAN) -® JI 1 -'/2" - - MIN. /,„ 1 PLAN VIEW EXISTING STRUCTURE r 1@OPTIONAL L SEE NOTE 7 4 11' OPTIONAL STEEL BAR - ON OUTSIDE OF PANELS SEE NOTE 7 0 N 0 .-- .093 TYP r 2.00" • STUDDED ANGLE SCALE : 1/4" ■ 0' -1" 1 3.00" (MAX.I ANGLE O SCALE , 1/4" a 0' -1" SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS /VERTICAL OR HORIZONTAL) 5 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7- 0 PLAN VIEW l II !t rJ HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 8 OF 8, FOR REQUIRED MIN PANEL SEPARATION FROM GLASS. 11 OPTIONAL -. OUTSIDE INSIDE 12" O C TYP TYPICAL BAR ATTACHMENT; a .■ MUSE ONLY WHEN IMPROVED DEFLECTION REQUIRC�J, - -4 APPROVED AS COMPLYING WITH THE SOUTH F,IORIDA BUILDING CODE DATE_ A y Z o 19 BY PRODUCT ant 01 OIV'S +ON BIOILDir4GG CCOE COMPLIANCE OFFICE ACCEPTANCE N0, )(6-M 6 ' o L' 1/4 -20 MACHINE SCREW STUO SIDE MOUNT Is ) 7 :, Ta. OR DIRECT MOUNT 1 m m < 0 0 -1 10 z 0. 41 E 4 > O z W 0 .4 '0 0 0 A '0 7 P W J 0 0: 0 4 1- u . N 0 0 0 L E U j J Z Q CC ' a MC' 2 cOF Z SOU)! asummismal 5,110 E !c wl IV= f O W . I ' !1,1•1 = Y .'LYE IH' I IIc =4 .1 a: 9iwl•1 2 1� x KNtuvKN PR9ESS+OMA NG34663 , q : U. 1 01999 1. ,I' , 04/22/961 4*ANL , drawn by A$ Norte Mc! 5 by i 'Checked brl V JK� VJK I I drwino no. 96 -88 she.? 1 of 1 03/09/99 15:14 EMBED. (TYP.) I i SEE MIN. SEPARATI• I FROM GLASS SCHEO. 1 GLASS OR DOOR 1 i r FASTENER, SEE ANCHOR / SCHEDULE. REFERENCE / CONNECTION 'TYPO 1• - J ANGLE TO WALL DETAIL PANEL TO EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR — EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING ISEE ANCHOR SCHEDULE BASSOON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' — ©CONT 1 V-7, WALL MOUNT SECTION SCALE: 3" • 1' -0" ® (TYP. TOP & BOTTOHI —, SEE MN. SEPARATION P ROM GLASS SCHEO. © CONT. — EM8C0. ITYP.) r / , 80 . y O. EXISTING CONCRETE. HOLLOW BLOCK, CR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHCOULE. REFERENCE CONNECTION IV?! 2• • - ti T HI EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE 13A5E0 ON TYPE OF STRUCTURE) Y (MIN ► —r —+ — FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CCNNECTION 'TYPE e• © BUILD -OUT MOUNT SECTION SCALE 3" • 1 -0 • IN I- N W 1/4 -20 MACHINE BOLT & WINGNUT 0 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" ANO 0 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". ANGLE DETAIL - *14 TEK SCREWS OR 1/4 -20 BOLT ANO NUT (0 12" 0.0 STAGGERED (TYP. TOP ANO BOTTOM) (1) CONT. 0 --1/ 4-20 MACHINE BOLT & WINGNUT 0 12" O.0 FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' ANO 0 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". SIDE CLOSURE REQYO. (SEE PLAN VIEW) 1/4' MAX. 1/4" MAX. EMBED. ITYP.) t-- i GLASS OR 000R SEE MIN. SEPARATION FROM GLASS SCHEE). FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE Y GLASS OR 000R --- SEE MIN. SEPARATION FROM GLASS SCHEO. W000 FRAMING ' WOOD CEILING/ INSIDE O MOUNT SECTION SCALE 3" • 1• -0" — FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION `TYPE 2• ©CONT. —4 FASTENER, SEE ANCHOR / - EM8E0. SCHEDULE. REFERENCE TYP W000 FRAMING CONNECTION 'TYPE 1• ANGLE TO WALL DETAIL ©C ON T. — 1/4' MAX. • • O WALL MOUNT SECTION SCALE 3" • 1' -0" —0 { — 1/4 -20 MACHINE BOLT L WINGNUT 012" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" ANO 0 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". PANEL TO ANGLE DETAIL 1/4" MAX. 1 EM8E0. (TYP.) 1 0 CONT. GLASS OR 0008 — 1/4 -20 MACHINE SOLT L WINGNUT 012" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" ANO 0 6' 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". FASTENER, SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE 3• — FA CER, S EC A NCHOR 1 S ST C HE DU N LE B ASCO ON TY \ CONNECTION "TYPE 3• F EDGE GIST. ' EDGE 01ST. 0 CEILING/INSIDE © MOUNT SECTION SCALE 3" • 1 -0" AII'R6Vth ■§ COhAPLYING WIT mE %OUTH FLORIDA BUILDING CODE A _ 19- • /, —EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE; SEE MIN SEPARATION PROM GLASS SCHED. 1/4" MAX DAT BY PRODUCT CO ROL OIV!S1ON %ALO NG CODE ( COMPLIANCE OFFICE ACCEP W.1-1 • S 3 0 = l H l � z -4 J z 4 a. X 4 E 4 0. V z < a E 0 4- N EXISTING CONCRETE, HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEOULE BASCO ON TYPE OF STRUCTURE) 0 U 1 0 V z v W H < ✓ 0 N W N N N ` IN 4 2a •d 0. 0 ml u ✓ 3 m > yj = J 111 N E - Z > N < , P • T LL O AI H". i' ) 0. KNIIZIVICH OE6SgNAL E ER i Ft o. 0 04/22/161 .tat• • • de..* by AS NOTCO '; MC, 'design by tck.d byI VJKJi_ VJK I droving no. 96 -88 sn..r 2 of • • . = "-• • • • , • „ , , , . ' • • ■ . • . , i . • . ,e :. , .• • ••• 2. • • 12. t v. .„ _ 0o' I- c?'' ion 7 4 „ cl oft)/ 0- . . , :•'Vl -.5 (.. / C 7 - ci e 14 L I . .,, 1. • 1 " , tS -t I 1 1 _ it TT . , • 3•44' .• t • /. 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AND NON - CLIMBABLE IGHBORS REMOVE FENCE/ WITH A 4' FENCE ON OWNER'S PROPERTY i n 'a RgRRRRRY1R 'ON Xf 4 r�� -.•c �,�E I /� • C'fCi • C r � -/ i\ •\ Y 7412 J. 79d:3 4 /4 Zoning i Approved 5 troy.. r oy.. - 4ce 63 IL Il QIddb 17 LE:6 NS 96- 2-ES 4/ c � ¥( orirZ iA .S /lift r � 4 / / ,. / . • ., . 1 ; '1 / i ,,....A■L. , ..; : • ■■■•■•••• .■•■••••••• ....a••■•••• •■■••■••••• ...row ,•■•••••■■• 1.......... '•■■•■••••••• ..•••••••••.• 1-•■••••••• r •••••••.* ••■•■••■•• 1.•••■•••••••••• o ■••••••••••••••••■■•■ 1 i 1 • I . . : . 1 , • • ' lam.... •■••••••••••••• ....‘..... ,■•■•••••••• *.••••••• •-••••••••■■••• ■•■••••••••••• .,•••••••••• .•+•••••••••• /".••••••••••• 1......... vow.. ...iv*. ...../...1;waaa...... . . ammam.i.M...../ '././.... p.0.1.1.. ....../. i ! 1 1 I i I i I 1 •••■••••••• ../••■•••••• .•••••••■■••• •••••■•=. ..■•••■•• -- • 6.0 (: — • . ' , I i .••••••••••• • mom.. • •■•••••••• ••■••••■••• - l - 7 7 71-71-7.Jd7 u .•:::}0.......r •■•••••••••••■••■• 21.2A Y8 L., 4•C" W/5Pr:A:■5 7 • SHEET S-1 r.� 0 ' ZO•c, • / a for , ca ,-„„,7 4',, .5 ./x/eA f 'd / :vcc e .,,;wit: /c%s O.Cx 5 Cd5370 AA 79 013 ° , 79 d LpSv�!' U ,t;yr�� < ,-_l r._LL 4 E?f - .°�_— c V .cx J� Iv X!L)' / w/o ' 4'O 3; t - .L -- C e - L J w1 r`.,,...., w> _.+ -., -. w Ps r:.-, DRWG NO 45759 FLOOD ZONE: X FLOOD INFOR.M.ATION: Community No.: 120652 Panel No.: 93 Suffix: J Date of F.I.R.M.: 3 -2 -94 Base Elevation: Not Available t This property described as: Lots 3 and 4 and the East of Lot 5, AMENDED PLAT OF MIAMI SHORES SECTION NO. 14, according to the Plat thereof, as- recorded in Plat Book 15, 'Page 14 of the Public Records of Dade County, Florida. Note: Underground encroachments and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. Certified To: Rapid Title Services ..'ompany, Attorneys' Title Insurance Fund, Inc., Weismantle, Lois M. and Grundhauser, John and Sierra Western Mortgage Company, its successors and /or assigns and Dow Guarantee Corp., its successors and /or assigns. PROPERTY OF: Weismantle, Lois M. and Grundhauser, c.1- re„ Unless it bears the signature and the original raised seal of a Florida licensed surveyor and mapper this drawing. sketch. plat or map is for informational purposes only and is not valid. A BOUNDARY SURVEY 1 nereoy certify that the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Surveyors in chapter 616174 Florida Administrative Code pursuant to Section 47 91). Fla, Statute,. There are no encr ts. ov i,�s, easements apps n= on the t, other than as sh0 hetNO. / - ter-- -- f Reg Und, rvevor vo d.3z7 '` , DATE /C / 0/ - Block 103 ( • N e (eA'i o ,' A/4 col • (95.1) 523 -8663 DRAWN BY / ; ?,-/ h7 "4" C m .62-2 1/ C Carte . • Co.; c .e E' - /7/ • John, 640 N.F. 101st Street Miami Shores, Florida. LANNES and GARCIA, INC. L.B. #2098 ENGINEERS -- LAND SURVEYORS - LAND PLANNERS Rene Aiguesvives -- #4327 Office address: 359 Atcazar Avenue. Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156 PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date 4 1 Job Address c- /O ( �� / >> /0/ Sr Tax Folio /f d06 /Z O Legal Description '97, 3' -2 �. _ , 1 /03 / 5 'l�/�/11, Master Permit # Owner / Lessee / Tenant Owner's Address 6 U Are /6 / S1 Contracting Co. 6 01- / C > O g i l Address 7997 7 t ' `7 `/ Qualifier 76 x0 ' ss # Phone State# Competency# g/ Ins. Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (PAVINGG FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost /,2 S O WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. PERMIT FEE: • ,t7 Signature of _Qwj er_Ad/ Qo do President ate: Notar as to Owner and /or Condo My Cos ission Expires: G( /�ri /`lam Phone Other Signature of Contractor or Owner- .3uildgr 17 -- -. sident Notary Its to Contractor or Owner -Bul der My Commission Expires: * * * * * * * Fire * * APPROVED: Zoning Building C1� : "12i ' 1 Electrical Mechanical Plumbing Engineering 03/09 /99 15:18 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM G 3. FOR. DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR NTERPOLATICN MA i' BE USED TO DETERMINE A_LOwABLE SPANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DD.TL N 2 0 1' BT' ./1./ .40/ PRODUCT CO ' DIVISION BUILDING CODE COMPUANCE OFFICE ".CCEPTANCE NO, 9 @' U 1 O W, g YY 4 W g. IX 0c CCC z V W N • O 1,11 L 2 atimmommommas KNtzEVKH ; s PRCIFES�YJNA� kRE ER 96 -88 Np 0199 Obi 2•2/16 ■ tc • 4ra.n by �'c41 NOTtO nG ldu{yn by chtc bed Dy. �v:'� VJK drawm9 tn••f 1 of 1 STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W FOR ALL MOUNTING CONDITIONS f (PSF) L MAX. (FT -IN) 30.0 11 - 11 35.0 11 - 5 40.0 10 - 9 45.0 10 -1 50.0 9 - 7 55.0 9 - 2 60.0 8 -9 65.0 8 - 5 70.0 7 - 10 75.0 7 -3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 120.0 4 - 7 2 -3/8 130.0 4 - 2 2 -3/8 140.0 3 - 11 4 -1/4 150.0 3 - 8 3- 0 160.0 3 - 5 4- 0 170.0 3 - 2 5 0 180.0 3 - 0 7- 0 190.0 2 - 10 8- 8 200.0 2 - 9 03/09 /99 15:18 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM G 3. FOR. DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR NTERPOLATICN MA i' BE USED TO DETERMINE A_LOwABLE SPANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DD.TL N 2 0 1' BT' ./1./ .40/ PRODUCT CO ' DIVISION BUILDING CODE COMPUANCE OFFICE ".CCEPTANCE NO, 9 @' U 1 O W, g YY 4 W g. IX 0c CCC z V W N • O 1,11 L 2 atimmommommas KNtzEVKH ; s PRCIFES�YJNA� kRE ER 96 -88 Np 0199 Obi 2•2/16 ■ tc • 4ra.n by �'c41 NOTtO nG ldu{yn by chtc bed Dy. �v:'� VJK drawm9 tn••f 1 of 1 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN AC - UAL SHUTTER SPAN (L) (FT - INi MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) -- . ' LOAD(W) (PSF) BAR NO BAR NO BAR 30.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/8 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -3/8 8- 8 2 -3/8 2 -3/4 1 -7/8 11 - 11 4 -1/4 4 -1/4 3 -5/8 40.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/8 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 10 - 9 4 -1/4 4 -1/4 3 -1/4 50.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5 0 2 - 3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 - 3/4 1 - 1/2 8- 8 2 -3/8 2 -3/4 2 -1/4 9 7 4 - 1/4 4 - 1/4 2 -7/8 60.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5- 0 2 -3/8 2 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2-3/8 8 - 9 4 - 1/4 4_1/4 3 -3/8 3- 0 2 -3/8 2 -3/4 1 -1/8 4 - 0 2 -3/8 2-3/4 1 -1/4 70.0 5- 0 2 -3/8 2 -3/4 1 -1/4 6- 0 2 -3/8 2 -3/4 1 -5/8 7- 0 2-3/8 2 -3/4 2 -3/4 7 - 10 4 -1/4 4 -1/4 2 03/09 /99 15:18 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM G 3. FOR. DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR NTERPOLATICN MA i' BE USED TO DETERMINE A_LOwABLE SPANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DD.TL N 2 0 1' BT' ./1./ .40/ PRODUCT CO ' DIVISION BUILDING CODE COMPUANCE OFFICE ".CCEPTANCE NO, 9 @' U 1 O W, g YY 4 W g. IX 0c CCC z V W N • O 1,11 L 2 atimmommommas KNtzEVKH ; s PRCIFES�YJNA� kRE ER 96 -88 Np 0199 Obi 2•2/16 ■ tc • 4ra.n by �'c41 NOTtO nG ldu{yn by chtc bed Dy. �v:'� VJK drawm9 tn••f 1 of 1 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (..- -.-1ES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE AD wI • SF M AX, (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP .'0 - 6" (SEE NOTE 1) SPANS UP TO 7' - 6" 'SEE NOTE ') SPANS UP TO (SEE NOTE ) SPANS LP TO 5' (SEE NOTE c ,) SPANS UP TO (Sc c DOTE 1 ) SPANS UP TO 11' - 11'' 'SEE NOTE 1) CONNECT.ON 1 TYPE 2 3 4 5 CCNNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TyPE 2 3 4 5 CONNECTION 1 TYPE 2' 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK 4 8.0 6 2.0 72_0 92.0 12 12 9 7 12 5 12 7 12 4 12 12 11 12 12 9 8 12 4 8 3 5 8' 12 10 12 4 9 m 5 9 Im 4 � i I L.� 9 12 I 10 10 3 3 5 8 1Ma111111fllil 1/4 "0> IT N/ TAPCON W/ 1 -1/ 4" MIN. EMBEDMENT 7 I VI m 1 . I r ImIr— 1 6 3 colt -Ir 8 12 rls in 9 3 5 a U1 1 4 1 u d 1 I °s1m l i m i m J Cr. CO Im 8 • CO CO RI m an . VI CO 200.0 7 8 I _ 8 * luijamicsonD. * f '""-"-' 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDME NT & 1/4 - 20 SIDEWALK 90LT 48.0 12 12 12 12 7 12 12 12 12 En 11 11 11 4 1 4 4 TIN I 1 � 11 11 - 11 1 12 12 12 12 8 12 12 10 12 6 12 4 6 12 62.0 -- 7 2.0 12 12 - 12 8 9 1 2 6 12 5 Eo 12 12 10 12 12 I I'° j Ul 4 12 5 4 I CO I " I 12 --+ 12 4 1:2 4 6 12 I 8 12 5 11 11 3 9 12 12 L 6 12 ' .0 12 4 6 '2 4 11 lo ' r-- I t 11 3 11 4 4 1 E u.. 11 12 4 7 12 12 12 Islam I ' O 12 : 3 12 - 4 6 12 200.0 11 4 5 11 3 11 4 5 11 3 11 11 3 12 4 6 12 12 - 3 12 4 6 12 * . 'j 1/4"a POWERS CALK W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW 48.0 12 12 10 12 6 12 12 10 - N 12 5 10 3 4 10 mIm 12 12 12 12 8 12 12 11 12: 6 12 4 7 12 62.0 7 0 12 10 3 4 10 12 12 12 12 6 12 6 9 12 4 12 4 7 12 1 0 r- I s m 4 m I CO 10 - _ 10 10 10 10 ��mlm I44I4 I 10 12 12 V1 7 12 12 4 7 12 is 92 -- 200.0 5 11 3 1. 10 3 - 10 - 10 RI RI i I 4 _ 12 . 12 4 4 12 12 4 "t 12 4 12 4. 7 12 4 10 10 3 4 10 3 4 7 12 4 12 4 7 12 48 62.0 72.0 . -- 92.0 12 10 12 11 7 7 11 3 7 !. 4 .. . 12 12 12 11 12 9 12 12 12 10 1 - _i J 1 mi 12 10 3 co co 1 1 5 ' ~ - ! ' 12 as IEn N I O I � I T 12 J 9 3 r 5 -- 1/4 - 0 POWERS Z A M A C NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT 3 -f t 7 11 6 8 9 I I m m , L_ L r I' - i ' i I m I m I 5 ;' 77- '. - . - 8 3 - 7 9 3 6 I -- 5 .4 8 200.0 7 . •' 8' 8 ,, 5 * F - 1/4 "0 DYNABOLT ANCHOR MIN 48.0 NIO I 7- L 12 8 12 9 9 3 - , . 12 - 12 11 - 8 12 12 12 m 12 4 CO CO e 5 ' ti ;' . ,. } - -- ----_ ITW RED HEAD SLEEVE W/1 - 1/8" EMBED. - 6 2.0 72,0 92.0 -- 200.0 ' 8 6 10 7 Im -- - r 9 12 " L I-1-10' 1 5 03 II 1 4 5 1 1 I r r —� 1-1 I r— 8 11 - . 8 8 L t. - f - ' -- / 5 8 ' 7 -- 6' 4 E-- ' 6 - 5 ' • � , 3 6' . 3 6 3 6 8. 5 1-m1 '. 5 I� , 1 48_0 12 12 12 10 8 1 2 12 12 12 12 NIA 10 10 mIm 10 m l rn ` 12 12 12 12 12 7 12 10 12 5 110 12 4 10 mIm t 10 10 62 72.0 12 12 "2 IEn 5 I r- 10 10 10 12 12 - 11 . - . 10 12 �r 11 1/4'".0 ASHLEY QUICK -SET SCREW WITH 1 - 1/ 4 MIN. EMBEDMENT 12 7 12 10 10 -- 10 I m I m 10 -- 10 l m m IEDIco 1 1 8 10 10 3 10 3 6 10 m l 92.0 -- 200.0 11 _ - _ 1 0 6 11 3 10 FET -- 10 - 11 . - 10 - i 1so 1 Im 10 I mlm 6 10 3 10 - . 10 Imlm 0 I - 1 10 --. 10 IR 6 10 3 10 3 6 10 10 3 6 10 - 10 __ 6 - _ - 10 3 n1 / A n /en . c.. - ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER ANCHOR SCHEDULE 3ASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3.EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED CN TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE CISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE . F ELD STRUCTURE ER FRAMING, ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NCMINAL 2" x 4" (MIN.) WOOD STUD 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SCUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, CR WAFER HEAD (SIDEWALK BOLT), U.0 N. o DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE 3Y REMOVING MACHINE SCREW NUT OR I.4ASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT 6" O.C. OR 12" 0.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. 11.k -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 0 <EYHOLE 'WASHERS ARE USED APPROVED AS COMPLYING WITH T?EE SOUTH FLORIDA BUILDING CODE DA.T ( PROuUCT Cf' DIVISION aUIIDiNG CODE COMPLIANCE OFFICE ACCEPTANCE NO 9g 1%10 •01.{- 9 0 z - ° 4 to N ' V W ; C a N I'- ` LL N U - o Z a 4 O i a u Co' • N : I d W Q m N cil c) F LL Y X P Z 0 > in <; P V E ° a _. - L m 0 N Y v tI W t,' i D EL Z E a x < 0 ,u eitimaisimaximis r ---- 1! O U 2 O > J; z z Z, p J • I = OF_CC z 0 . �I O O Wl ' H c !' al 2 >'uI � WNl I q o: l` I � J �OV . < z 3 2 . ` , , H d I p 1 - 7 74- r - - 4 - . ' idI.•. ^. Moat 7 of II / , ,YJ. kN[2:[VKN I PR ES,S O,N�L E rTL'. Lic P6,0 0 1999 a _ oc jtti +4 $ cs Idrwn by �$ MOTCO!i MC, d afpa Dy ��ck�d b)1 / 'Iwlny no. l i 96 -88 W LI CC F 3 � 1J ANCHOR TYPE 111111111 1111111111 1/4 "0 IT'W TAPCON W/ 1-3/4" MIN. EMBEDMENT (MN. 3,000 P.S.L CONCRETE) * 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 SIDEWALK BOLT (MIN. 3,000 P.S.I. CONCRETE) * (44 I 1/4 "O POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.L CONCRETE) 03/09/99 is-17 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1 /8" MIN. EMBEDMENT (MIN. 3,000 P.S.L CONCRETE) 1/4"0 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1 -1/8" MIN. EMBED. (MIN. 3,000 P.S.L CONCRETE) - 11MMmI › 1/ 4"0 ASHLEY QUICK -SET SCREW WITH 1 -1/4" MIN. EM8EDMENT (MIN. 3,000 P.S.L CONCRETE) * ,f i 1/4 "9 POWERS CROP -IN & 1/4 -20 SIDEWALK BOLT (3/4 "D MEAD) W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,000 P.S.L CONCRETE) ANCHOR SCHEDULE FASTENER MA)GMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO SPANS UP T3 SPANS UP TO SPANS UP TO SPANS UP TO I SPANS UP TO 11' - 11" 5' - 6" 7' - 6" 11' - 11 (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) LOAD (W) PSF MAX (SEE NOTE 1) 48.0 62.0 7 2.0 92.0 200.0 48.0 62.0 72.0 92,0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 7 2.0 92.0 200.0 48.0 62.0 '72.0 92.0 200.0 48.0 6 2_0 72_0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 CONNECTION CONNECTION TYPE TYPE 1 2 3 4 5 1 2 3 4 5 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 11 11 12 9 12 12 12 1 2 10 12 8 9 12 7 12 9 10 12 8 12 8 9 12 7 12 8 9 12 7 12 8 9 12 7 12 12 12 12 7 12 12 8 12 5 12 12 9 12 6 12 5 6 12 4 12 8 8 12 5 11 4 5 11 3 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3 11 4 5 11 3 12 12 12 1 2 12 12 12 12 12 12 12 12 12 12 12 12 11 9 12 9 12 12 11 12 11 12 8 8 12 8 12 9 9 12 8 128 8 12 7 12 8 8 12 7 12 8 8 12 7 12 12 12 12 8 12 12 10 12 5 12 12 10 12 6 12 5 7 12 4 12 6 9 12 5 12 4 6 12 3 12 4 7 12 4 11 4 6 11 3 11 4 6 11 3 11 4 6 11 3 12 12 12 1 2 11 12 12 10 12 8 12 12 11 12 8 12 8 8 12 6 12 12 9 12 7 12 6 7 12 5 12 6 7 12 6 12 5 7 12 5 12 5 7 12 5 12 5 7 12 5 12 12 12 12 7 12 10 9 12 5 12 12 - 10 12 5 12 5 7 12 4. 12 7 8 1 2 4 10 3 11 4. 6 11 3 10 3 6 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 12 12 12 12 12 12 12 12 12 12 12 12 - 12 12 12 12 12 10 12 11 12 12 12 12 12 12 11 9 12 10 12 12 9 12 10 12 10 9 12 10 12 10 9 12 10 12 10 9 12 10 CONNECTION CONNECTION CONNECTION CONNECTION TYPE TYPE TYPE TYPE 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 • 2 3 4 5 12 8 9 12 7 12 12 12 12 12 12 12 12 12 12 12 9 112 12 8 12 8 9 12 7 12 12 12 12 12 12 12 12 12 10 12 9 { 12 12 8 12 8 9 12 7 12 12 12 12 12 12 9 12 12 8 12 9 !12 12 8 12 8 9 12 7 12 10 12 12 9 12 9 12 12 8 12 9 12 12 8 12 8 9 12 7 12 9 12 12 8 1 2 9 12 12' 8 12 9 ` 12 12 8 11 4 5 11 3 12 12 12 12 8 12 12 10 12 6 12 4 6 12 3 11 4 5 11 3 12 12 10 12 6 12 5 8 12 4 12 4 6 12 3 11 4 5 11 3 12 9 9 12 5 12 4 6 12 4 12 1 4 5 11 3 12 4 7 12 4 12 4 6 12' 3 12 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 12 8 8 12 7 12 12 12 12 12 12 12 12 12 12 12 10 ',12 12 9 12 8 8 12 7 12 12 12 12 12 12 12 12 12 11 12 10 12 12 9 12 8 8 12 7 12 12 12 12 12 12 10 12 12'10 12 10112 12 9 12 8 8 12 7 12 12 12 12 10 12 10 12 12 9 12 10 12 12 9 12 8 8 12 7 12 10 12 12 9 12 10 12 12 9 12 10 112 12 9 11 4 6 11 3 12 12 12 12 9 12 12 12 12, 6 12 4 8 12 1. 11 4 6 11 3 12 12 12 12 7 12 6 9 12' 5 12 4' 8 12 4 1 4 6 11 3 12 10 11 12 6 12 4 8 12 4 12 4 8 12 4 1' 4 6 11 3 12 5 8 12 4 12 4 8 12 4 12 4 8 12 4 11 4 6 11 3 12 4 8 12 4 12 4 8 12 4 12 4 8 12 4 12 5 7 12 5 112 12 12 12 12 12 12 12 12 , 10 12 7 ' 11 12 6 12 5 7 12 5 12 12 12 12 11 12 10 12 12 8 12 7 , 11 12 6 12 5 7 12 5 12 12 12 12 9 12 7 11 121 7 12 7 11 12 6 12 5 7 12 5 12 8 12 12 7 12 7 11 12 6 12 7 1 , 11 12 6 12 5 7 12 5 12 7 11 12 6 12 7 11 12 ! 6 12 7 ! 11 12 6 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 12 10 9 12 10 12 10 9 12 10 12 10 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 7 12 10 9 12 5 10 3 6 10 3 12 12 10 12 5 12 5 ' 12 . 4 10 3 1 6 10 3 12 7 8 12 4 10 3 6 10' 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10' 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10! 3 10 3 6 10 3 12 12 12 12 12 12 12 12 12 1 12 12 12 , 12 12 12 12 12 1212 12 12 12 12 12 12 12 12 H2 12 12 12 12 12 12 12 12 12 12 12.12 12 12 12 12 12 12 12 12 12 12 12 12 12. 12 12 12 12 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 12 •• . • e,' • SOUTH FLORIDA BUILDING CODE 'OAT 4 6 12 3 4 6 12 3 6 12 3 1 22,- Mt 2- . 3' PkODUCT CON ••' DIVISION 23UILD,NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. - l 10.0 4• ANCHOR SCHEDULE FASTENER M.UOMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE 1/4 "0 W000 LAG W/ 1 - 3/4' MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN 7/16" 0.0. BRASS BUSHING W/ 7/8" MIN. PENETRATION & 1/i -20 MACHINE SCREW * ant 11183/ M• 1/4"9 ELCO MALI/ FEMALE "PANELMATE' W/ 1 -7/8" MIN PENETRATION & 1/ 1 -20 SIDEWALK BOLT LOAD (W) PSF MAX. (SEE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' - 6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 ; 12 8 12 12/ 12 6 12 8 rt 12 5 12 4 ; . 12 4 11 4 T 11 3 12 12 1' 12 12 12 12 9 12 12 12 12 7 12 10 12 9 6 12 8 128 5 12 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 12 9 9 12 8 SPANS UP TO 7' - 6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 8 12 11 12 11 6 12 9 12 8 ` 5 12 7 12 8 5 12 7 12 8 5 12 7 12 12 . /, 12 5 12 5 ~ 12 4 12 4 ' 12 3 11 4 ; 11 3 11 4 11 3 12 12 12 12 12 12 12 11 12 10 12 9 10 12 8 12 9 9 12 8 12 9 9 12 8 SPANS UP TO 11' - 11" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 11 4 11 3 11 4 11 3 11 4 , ' 11 3 11 4 11 3 11 4 11 3 12 8 5 12 '7 12 8 5 12 7 12 8 5 12 12 8 5 12 '7 12 8 5 12 7 12 9 9 12 8 12 9 9 12 8 12 9 9 12 8 12 9 9 12 8 12 9 9 12 8 ANCHOR NOTES: *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE 3Y REMOVING MACHINE SCREW,. NUT OR WASHERED WINGNUT REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT", MOUNT L 6" O.C. OR 12" 0.C. MAX. SPAZING ONLY. SPACINGS SHALL NOT EXCEE VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. 11. -20 T R U E H B AR U E USED IN LIEU OF 1/4 -20 SICEWALK BOLT IF V LL) i f- r ia V i 06 y N Q W o d x V > VI N LU a 0 a 0 LL 0 O I a ' I r- O V 12 . z ;3 -1: 11 EE H Q 2 6E 1: Z 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE N', u SHOWN IN TABLE 1, SHEET 8. O Q ANCHOR TYPE AND EDGE DISTANCCE. SELECT DESIGN LOAD GREATER MATERIAL 4 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER _ ' ,_ THAN OR EQUAL TO SHUTTER SPAN. _ 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR `+J00D FRAMING N REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED CN TYPE OF i= g EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4, ANCHORS SHALL 8E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' !�;� •-•• 01/11/11111NONIMONIO RECOMMENDATIONS. lYl� 5. MIN MUM EMBEDMENT AND EDGE CISTANCE EXCLUDES WALL FINISH OR STUCCO. 1 y E. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS o: VARY. F ELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING i,��,' - MEMBERS, NOT PLYWOOD. 'i' 7. WHERE LAG SCREWS FASTEN TO NARROW =ACE OF STUD FRAMING FASTENER . N':2 SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN 1 WOOD STUD 3/4" > ! a A EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BF. , " ro'{g `'C* "SCUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE,g PHILLIPS PAN HEAD OR HEX HEAD. • 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREAD IN �VIJr KNtZtVKH BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, CR WAFER .' P`fESSP3NAL •• GINEER HEAD (SIDEWALK BOLT), U.0 N. 00 Llc tJo ' ' i' : ,P ' 83 9. DESIGNATES ANCHOR CONDITIONS WHICH ACRE NOT ACCEPTABLE USE _,' 0199 06/22/96 Ic , drawn by .sMOttO Mt design by ;checked bat VJK VJK drawing no. 96 -88 anaar6of• N I FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1• d EXISTING CONCRETE, HOLLOW B,.00K, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) -- st 2 x 2 I 2'x4' x 0.055" 6063 -T6 ALUM. TUBE 2 "xS" d - 1/4 "* MACHINE BOLT (b 6" O.C. m NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O L HEADER MOUNT DETAIL SCALE 3" = --_ -� — x 2" a 093" STUDOED ANGLE AB O 2" x 2" ALUM. TUBE BUILD -OUT SCALE , 3' . 1 -0' st r x 2 2" x 2" x 2" x S" CONT. x 0.055" 6063 -T6 ALUM TUBE FASTENER, SEE ANCHOR SCHEOLLE REFERENCE CONNECTION " 2• 1/4" MAX. r 2' r (� J z J 4 J Z J d , W £ O 0.,00 • X N Z < V E ! v N - - ®2" x 2' x .093" STUDDED ANGLE ,4. 1/4 -23 MACHINE BOLT L WINONUT (1 12" 0 C OR Q! S" O.0 FOR PANEL LENGTHS GREATER THAN 104 - . ITYP TOP L BOTTOM) EHBEO. 1/4" x 3/4" - EK SCAEWS OR 1/4 -20 BOLT ANO NUT (p 12 0.C. STAGGERED ITYP. TOP ANO BOTTOM) - — 12" x3" 2" x 4' x 1/8" 2 "xS" 6063 -T6 ANGLE - FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3• — EMB: =cam I: EXISTING - ONCRETE, HOLLOW BLOCK, DR WOOD FRAMING (SEE ANCHOR SCHEDULE BASSO ON TYPE Of STRUCTURE) 6 .1-1/2" `'II - 1/ 20 STUD L WINGNUT, PANEL PANEL TO ANGLE CONNECTION * /2" O.C. - 0 :ONT - — V.:%1 ALT. TRAP MOUNT DETAIL SCALE 3' z 1' -0" 0-- (ID CONT - 2 -1/2" / - - -1 A- 2 - MIN. 'JON-STRUCTURAL- NOTE THIS DETAIL MAY 3E USED AT TOP OR BOTTOM Of PANEL. STORM PANEL BUILD -OUT SCALE . 3' . 1' -0" ,- EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING 'SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) — 1/4 "0 RAWL CALK -IN O 4" O.C. W/ 7!8" MIN EMNEO. IN CONC. OR HOLLOW BLOCK 1/4 -20 MACHINE BCLT L WINGNUT *12" 0 C. OR 6 "0.0 FOR PANEL LENGTHS GREATER THAN 104". ITYP. TOP 3. BOTTOM) - ® 2 x 2" x .093" STUO ANGLE APPRO D AS COMPLYING' WIN THE SOUTH FLORIDA BUILDING CODE DATE , i 2 • 1 • t'• dY . iu PRODUCT CO C OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO cit.- U 10 •4...4. anfilimmers -� �— • 11 6 11 4 1 � 4 Wi le-4 4114 C. aI >. ,,.It V K NEE[VICH } PR0FESSDNALENGINEER . Lic an No. Pe. 001.3 96 -88 .ne.►sete 0199 04/22/96. AS NOTepjt 144