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1269 NE 94 St (6)62 " ' . • ' ■ ';' 14-.fi ,,.7, x 8 t % 7 1(09 1.' r 4 • ,f S 11.S ,e) 4:1 i33 (-141 c)AVAG%:: t , d X512 N N /7379 75 2 75' 3 4 5 6. 7 8 • �`: /0 // 75, /2 75' - 47r ' 4649 O 61 n SZ/ P'Pe A) 75' GUN -1 4 TH .5 cc) / =' /5O P /Pe 7 7 f , Pe Sca % SKETCH OF SURVEY . Lot 9, 1 SLORES BAY VIEW, according to the plat thereof, recorded in Plat Book 40, at page 16, of the Public Records of 11 ade County, Florida. Order 5045 2 July 1951 F.7. 89 -54 scales shown HAR Y C. SCHWET3KE c: ASSOC. INC. I HEREBY CERTIF : That the attached "SKETCH 0 :' SURVEY" of the above described property is true and correct to the best of knowledge and belief as recently surveyed and platted under my direction. S T,2r oseph A. Crudele Registered Land Surveyor #650 State of Florida ‚.4 / LABEL LOCATION .005" .05" .25 ;1 ZAMAC 3 ALLOY O WASHERED WINGNUT O 18 GA STEEL TUBE HALF SCALE HALF SCALE WIDTH UNLIMITED PLAN VIEW TYP. BOTTOM MOUNT TYPICAL VERTICAL ELEVATION FOR WALL AND DIRECT MOUNTS FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 3 OF 4, FOR REQUIRED MIN. STORM PANEL SEPARATION FROM GLASS. EXISTING STRUCTURE 1 PERP. TO PANEL LENGTH TYP. SECTIONS 1/4" MAX. EXISTING STRUCTURE 01/23/98 11:30 O STORM PANEL SCALD : 3" • 1' -0" - • j1.1e0i 12.00" COVERAGE 14.631" TOP MOUNT PLAN VIEW 1 STEEL TUBE N OUTSIDE OP PANELS - SEE NOTE 7 4,2:4 TYP. O 0 O WALL MOUNT/DIRECT MOUNT 1.00" 1 WIDTH UNLIMITED 1 1PERP. TO PANEL LENGTH) TYP SECTIONS p. PAGE 3 OP I REQUIRED R D SEE N. STORM PANEL SEPARATION FROM GLASS. I `BOTTOM _. MOUNT TYPICAL VERTICAL ELEVATION FOR CEILING MOUNT AND BUILD -OUT MOUNTS EXISTING STRUCTURE 1/4" MAX. 1 O PLAN VIEW 1/4 -20 MACHINE BOLT & WRIONUT • MIDSPAN - 1/4" MAX. \ FASTENER • 12" O.C. FOR \ DESIGN LOADS LESS THAN OR tp EQUAL TO 100 P.S.F. & • 9" 0.C. FOR DESIGN LOAOS GREATER THAN 100 P.S.P. ISEE ANCHOR SC1ED. ON PG. 4 FOR ANY ACCEPTABLE ANCHOR) O WALL MOUNT/DIRECT MOUNT SCALE: 1 -1/2' • 1' -0" 2.00" 1 6.00" COVERAGE HALF PANEL SCALE : 3" - 1' -0" J t 0.99" N O TRAP MOUNT EXISTING STRUCTURE .630" 0 .25" 0 f = MIN. 094" SOS2 -H32 ALUMINUM ALLOY 1 U KEYHOLE WASHER HALF SCALE `BOTTOM TYP. MOUNT TYPICAL VERTICAL ELEVATION FOR WALL AND DIRECT MOUNTS FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 3 OF 4, FOR REQUIRED MIN. STORM PANEL SEPARATION FROM GLASS. ® STEEL. TUBE (SEE NOTE 7) NJ. 1 .180 " I\ ��p0 I h + WIDTH UNLIMITED 1 (PERP. TO PANEL LENGTH) TYP. SECTIONS TOP MOUNT r V • ® "h" HEADER ® STECL TUBE ISEE NOTE 71 3- MAX ALUM. ANGLE CLOSURE PIECE 1" x 2" x .125" MI/.. TO 2" x 5" x .125" MAX. O TRAP MOUNT TYPICAL CLOSURE DETAILS (PLAi0 SCALE : 3" - 1' - 0" i 2.2`3 • : o a 062" - a ITYP1 N 1.964" • .413" "U" HEADER BASE ANGLE SCALE : 3" - 1' -0" GENERAL NOTES: FASTENER • 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 P.S.R. & • 9' O.C. FOR DESIGN LOADS GREATER THAN 100 P.S.F. (SEE ANCHOR SCHED. ON PG. 4 FOR ANY ACCEPTABLE ANCHOR) EXISTING STRUCTURE T Z O 0 O 0 5.00" MAX. 1 .107" x.280" N 0 O O 370" R - of 1 679" 0 0 0 ANGLE O SURFACE TRACK S CALE : 3" • 1' -0" HALF SIZE 6063 -T5 ALUM. ALLOY 6063 -T5 ALUM. ALLOY "r 125" j, 2.00 j ® STEEL TUBE (SEE NOTE 7) ALUM. ANGLE CLOSURE PIECE r x 2" x .125" MIN. TO 2" x 5" x .125" MAX. O BUILD -OUT MOUNT ® STEEL TUBE )SEE NOTE 71 _4 TYPICAL STEEL TUBE ATTACHMENT RECESS TRACK O SCALE : 3" - 1' -0" O HALF SIZE 6063 - T5 ALUM. ALLOY 6063 - T5 ALUM. ALLOY 1. THIS STORM PANEL SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH PLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -08 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". 110 MPH WIND VELOCITY. TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL AND SMALL BE LABELED AS FOLLOWS: FLORIDA SCREEN ENTERPRISES OPA LOCICA, FL DADE COUNTY PRODUCT CONTROL APPROVED 4. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE DADE COUNTY PROTOCOLS PA 201, PA 202. AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (0PA- LOCKA, FL) TEST REPORT No. 96 -041. S. STORM PANELS SMALL BE 5052 -132 ALUMINUM ALLOY, 0.050 THICKNESS. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 6. ALL SCREWS AND BOLTS TO BE 2024 -74 ALUMINUM ALLOY, STAINLESS STEEL. OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. 7. FOR TRAP MOUNT ANO BUILD -OUT MOUNT INSTALLATIONS 30 FT. OR LESS ABOVE GRADE. A 1" x 1" x 18 GAUGE STEEL TUBE SMALL BE FASTENED AT OVERLAPS AT MOSPAN W/ 1/4 -20 x 4" BOLTS ANO ZAMAC 3 ALLOY WASHERED WINGNUTS. 6. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 9. HORIZONTAL MOUNTING 15 PERMITTED WITH SURFACE TRACK ©, RECESS TRACK p7 , STUD ANGLE OS OR DIRECT MOUNT. 10. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS ANO TO VERIPY ALL DIMENSIONS AT THE .108 SITE BEFORE COMMENCING WITH THE WORK. 11. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 12. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OP THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE OR BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT if it e • _ - 9 BY . W - PRODUCT COI. 01. DIV :S.ON BUILDING CODE Q COMPLIANCE OFFICE ACCEPTANCE NO. - 1" 7 .' (a)?• 2 1 a Q c N z IA 0 VJ. ?ROFESSI GINEER I I FL PE !p! a r e No 03 G 1998 12 -6 -16 I sca dre..n by NOTED 00 jdes'9n by Thecked by VA( VJK draw,n.3 no 96 -501 spoof 1 of 4 1- X 17 0. 0 u M EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 0 0 r N O GLASS OR DOOR H N 0 0 GLASS OR DOOR W u D 01/23/98 11:28 MBED. MBED. ANGLE TO WALL, DETAIL EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2" - - -- 1/2" MAX. 0 CONT. SEE PON. STORM PANEL SEPARATION FROM GLASS SCHED. 0 0 CONT. FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1" FASTENER TYPICAL TO TOP & BOTTOM CONDITION O WALL MOUNT SCALE : 3" a V - 0" ,— EXISTING CONCRETE, HOLLOW BLOCK (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE MIN. STORM PANEL SEPARATION J FROM GLASS SCHED. < ti aJ O < N I- W 10 J < O 3 W 0 J V .2 X = M W N O2 CONT. PANEL TO ANGLE DETAIL EXISTING WOOD FRAMING GLASS OR DOOR 1 N 0 W O EXISTING W000 FRAMING FASTENER A 6" 0.C. OR 12" 0.C. MAX., BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING LPG. 41 USE RAWL CALK -IN ANCHORS ONLY. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEY MOLE SLOT, TYP. TOP & BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) DIRECT MOUNT SCALE : 3" • 1' -0" 1/4" MAX. 1/4 -20 x 3/4" MACHINE BOLT & WASHERED WINGNUT O es 12" O.C. EMBED. (TYP) SE! MW. STORM PANEL SEPARATION FROM GLASS SCHED. GLASS OR DOOR EXISTING CONCRETE. — HOLLOW BLOCK, OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. ® CONT. O WALL MOUNT SCALE : 3" a 1' -0" FASTENER, SE! ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' �— FASTENER. SEE ANCHOR / SCHEDULE, REFERENCE CONNECTION 'TYPE 2" © CONT. _11/2" MAX. QS CONT. `' CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL OGE GIST 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING. (5!! ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) O O 1/4" MAX. • 1/4 -20 x 3/4" MACHINE BOLT i WASHERED WINGNUT 0 0 12" O.C. —© OR QT CONT. — FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION "TYPE'''. B CEILING MOUNT/WALL MOUNT SCALE : 3" a 1' -0" 1/4 -20 x 3/4" MACHINE BOLT & WASHERED WINGNUT CD 0 12" 0.C. GLASS ODOR / PANEL SEPARATIONN OR FROM GLASS SCHEDULE PLYWOOD AND STUCCO FINISH 2 "x4 "OR 2" x 6" P.T. WOOD BLOCKING EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING. I5EE ANCHOR SCHEDULE BASED ON TYP OF STRUCTURE) r-- 0 W W GLASS OR DOOR O 0 W EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) O WALL MOUNT (BOTTOM) SCALE : 3" . 1' -0" FASTENER, SE! ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE •• 0 (TYP) 1/4 -20 x 3/4" MACH. 801.7 i WASHERED WINGNUT ® 0 12" O.C. N OPT ONAL LEO DIRECTION SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE OPTIONAL LEG DIRECTION CONT. \— FOR WOOD BLOCKING USE 1/4 S.S. LAG SCREW W/ 1 -1/2' PENETRATION INTO W000 BLOCKING to 12" 0.C. TWO 1/4'0 S.S. LAG SCREW D 24' 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 11/2' MAX. 014 TEK SCREW OR 1/4 -20 x 3/4" MACH. SCREW & NUT li 12" 0.C. (TYP. TOP & BOTTOMI-• BUILD -OUT MOUNT SCALE : 3" a 1' -0" J W 2 a. W I a O < Z H = H f W W 1 J J < • 3 W a 0x X • N < Z I X < <a I N OS CONT. 1/4" MAX. O CONT. W/ 1/4 -20 x 3/4" H ACHINE BOLT & WASHERED WINGNUT (119 0 12" 0.C. `0 CONT. (TYP, \ TOP & BOTTOM) FASTENER, SE! ANCHOR SCHEOULE. REFERENCE CONNECTION "TYPE 4* 1/4 -20 x 3/4" MACH. BOLT & WASJ1ERED WINGNUT ) ab 12" O.C. L FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 3" STUD ANGLE SILL TO CONCRETE SLAB O SCALE : 3" - 1' - APPROVED AS COMPLYING WITH THE SOUTH O FLORIDA BUILDING CODE DATE!~'! h,: C . 5 19g BY _ { • — PRODUCT CO ; 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C O -/)21 z 2 a I W a J 1- t , to A W 1 < G 0 " J u J 0 < X 4 I VI tat W N U z W F Y O o 0 0) • co C Of C.) f: N N 8 W 2 NC C 0 u N W 1- t u r 1 tt:r4 • .3 .- 0 a E 0 z 2 0 0 N O VJ. PROFESS' NGINEER FL se No PE % � � 9E13 Oea.Sn by VAC drawn b 00 draw,nq n0 96 -501 I+ecl.ed b. VJK shoot 2 Of 4 12 -6 -96 MINIMUM STORM PANEL SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 2 - 0 2 -3/4 1 -3/8 4 - 0 2 -3/4 1 - 3/8 6 - 0 2 -3/4 1 -1/2 8 - 8 2 -3/4 2 10 - 4 3 -1/4 2 -5/8 40.0 2 - 0 2 -3/4 1 -3/8 6 - 0 2 -3/4 1 -5/8 7 - 0 2 -3/4 1 -3/4 8 - 8 2 -3/4 2 -1/8 10 - 4 3 -1/4 3 50.0 2 - 0 2 -3/4 1 -3/8 6 - 0 2 -3/4 1 -5/8 7 - 0 2 -3/4 1 -7/8 8 - 8 2 -3/4 2 -3/8 9 - 8 3 -1/4 3 60.0 2 - 0 2 -3/4 1 -3/8 6 - 0 2 -3/4 1 -5/8 7 - 0 2 -3/4 1 -7/8 8-8 _ 2 -3/4 2 -5/8 01/23/98 11:26 NOTES: 1. SITE SPECIFIC WIND LOAD CALCULATION BY PROFESSIONAL ENGINEER. 2. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. • 5. STORM PANEL SPANS GREATER THAN 8' -0" BUT LESS THAN OR EQUAL TO 10' -4" REQUIRE A 1/4 -20 x 3/4" MACH. BOLT AND WASHERED WINGNUT AT MIDSPAN SEAMS FOR WALL E. DIRECT MOUNTING CONDITIONS. FOR TRAPPED 8 BUILD -OUT CONDITIONS WITH STORM PANEL SPANS GREATER THAN 8' -8 ", USE 1" x 1" 1 8 GA. STEEL TUBE WITH 1/4"0 THRU BOLT & NUT AT KDSPAN SEAMS. A B L E 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . C • _ 19. BY ' • PRODUCT CO OIL DIV!S,ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 47 - 6 2 1 •l�Z .0 O N T p 0 CC g LL < 2 0 a cx Q W M 0 it t ° o E J N < F • D p E . � O oil < W h Y c o S i a < NO V,1. xN[ PROFES5IO W IOINEER FL L PE aat scale AS MEW .3 z Z 0 r z 0 „ Y 3 of 3■qn by VJK se No 983 1998 12 -6 -96 drawn by 66 I necked byi vix) dra..nq no 96 -501 sheet 3 of 1 COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. DADE CO REVISIONS MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE NEG. DESIGN LOAD (PSF) ALL MOUNTING CONDITIONS (FT - IN) i . 35.0 10 -4 11E 40.0 10 - 4 11E 45.0 10 - 0 !1E 50.0 9 -9 RE 55.0 9 - 6 11E 60.0 9 -4 8( 65.0 9 -2 )8 70.0 8 -11 ME 74.0 8 - 8 75.0 8 - 7 80.0 8 -1 90.0 7 -2 100.0 6 - 6 110.0 5 - 10 120.0 5 - 4 130.0 5 - 0 140.0 4 - 7 150.0 4 - 3 160.0 4 - 0 170.0 3 - 9 180.0 3 - 7 190.0 3 - 5 200.0 _ 3 - 3 01/23/98 11:26 NOTES: 1. SITE SPECIFIC WIND LOAD CALCULATION BY PROFESSIONAL ENGINEER. 2. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. • 5. STORM PANEL SPANS GREATER THAN 8' -0" BUT LESS THAN OR EQUAL TO 10' -4" REQUIRE A 1/4 -20 x 3/4" MACH. BOLT AND WASHERED WINGNUT AT MIDSPAN SEAMS FOR WALL E. DIRECT MOUNTING CONDITIONS. FOR TRAPPED 8 BUILD -OUT CONDITIONS WITH STORM PANEL SPANS GREATER THAN 8' -8 ", USE 1" x 1" 1 8 GA. STEEL TUBE WITH 1/4"0 THRU BOLT & NUT AT KDSPAN SEAMS. A B L E 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . C • _ 19. BY ' • PRODUCT CO OIL DIV!S,ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 47 - 6 2 1 •l�Z .0 O N T p 0 CC g LL < 2 0 a cx Q W M 0 it t ° o E J N < F • D p E . � O oil < W h Y c o S i a < NO V,1. xN[ PROFES5IO W IOINEER FL L PE aat scale AS MEW .3 z Z 0 r z 0 „ Y 3 of 3■qn by VJK se No 983 1998 12 -6 -96 drawn by 66 I necked byi vix) dra..nq no 96 -501 sheet 3 of 1 COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. DADE CO REVISIONS I FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED PM VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. ISEE NOTE 11 r EDGE DISTANCE 3• EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' -4" (SEE NOTE 11 SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' -4" ISEE NOTE 1) CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 MIN. 3.000 PSI CONCRETE ;■ 11111111 t1{IIllI11111111111QI1D7 1 ITN. TAPCON PIN. fMBEBtDM DMLNT 45 12 11 12 12 12 5 10 12 12 3 7 12 12 12 12 12 12 6 12 12 12 3 9 12 55 12 7 12 12 12 3 8 12 12 / 6 12 12 8 12 12 12 4 10 12 12 4 7 12 60 12 6 11 12 12 3 7 12 12 4 5 9 12 7 12 12 12 3 9 12 12 //' 6 10 72 12 4 9 12 12 6, 6 12 12 . 5 7 12 5 12 12 12 3 8 12 12 4 6 8 200 12 / 5 7 12 3 5 7 12 % 5 7 12 /,/ 6 8 12 4 6 8 12 f 6 8 ■71111111111H111111111tPdN111H> 3/I6"6 ELCO TAPCON 1 - 3/6" MIN. EMBED. 45 12 6 8 12 12 12 i 5 12 10 4 10 12 7 10 12 12 10 7 12 11 - 5 11 55 12 4 7 12 11 4 4 11 8 4 3 8 12 4 8 12 12 4 5 12 9 4 9 60 12 3 11 5 11 7 3 7 3 5 12 4 8 12 11 3 5 11 8 �/ 3 6 72 12 / 5 12 8 6 / 3 8 7 5/ 3 4 12 3 6 12 9 • 4 9 8 ����// 3 4 200 7'/ 3 4 7/ �� %//.// 3 4 7 3 4 13 V/ 3 4 8 12 3 4 8/ 12 3 4 4 45 12 12 12 12 12 10 12 12 12 7 8 12 12 12 12 12 12 12 12 12 12 6 12 12 ■il 1/4 ^1 RAWL CALK - IN W/ 7/1• EMBEDMENT & 1/4 - 20 SIDEWALK BOLT 13/4 - 6 HEAD) 55 12 12 12 12 12 12 9 12 12 12 7 12 12 12 12 12 12 5 12 12 12 5 11 12 60 12 10 12 12 12 11 9 12 12 72 6 12 12 12 12 12 12 10 12 12 12 4 10 12 72 12 8 11 12 12 7 12 12 8 6 12 12 10 12 12 12 8 12 12 12 4 10 12 200 12 3 6 12 12 56 6 12 12 12 6 12 12 4 10 12 12 9 10 12 12 4 10 12 12 45 12 9 12 12 12 10 8 12 12 3 6 12 12 10 12 12 12 10 12 12 3 7 12 0 55 12 6 10 12 12 1/4 - 6 ZANAC NAIL W/ 1 - 1/0 - [H5E0PI IT 7 12 11 7 5 11 12 6 12 12 12 3 8 12 12 / 6 12 1/4 - 6 ZAMAC MAIL w/ /-1 /t fNBEDMENT 60 12 5 9 12 12 11 6 12 10 /� 4 7 12 5 12 12 12 12 8 12 11 / 5 8 7 3 4 12 6 // j, 5 12 10 4 6 12 4 10 12 12 3 6 12 11 , 5 6 200 10 /A 4 6 10 9 4 6 10 / 4 6 11 ' /� 5 6 11 / 5 6 11 5 6 1111111111111111111111111� � OANELLMATE w/ 1 V4 O.CO MN. fHeeorlENT 45 12 9 11 12 12 12 12 7 6 12 12 12 11 A 5 4 12 11 12 12 9 6 12 11 12 12 12 12 4 9 7 12 12 12 11 AA 6 5 1 2 11 55 12 6 9 12 60 12 5 3 8 7 12 12 12 11 n 5 4 12 11 10 9 4 " 4 4 7 6 12 12 5 3 10 8 12 12 12 12 %/ � 6 5 12 12 10 10 J 4 4 7 6 72 12 200 9 iX, 4 6_ 9 / 4 6 9 12 4 6 10 j% 4 6 10 , 4 6 10 / 4 6 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD PSF MAX. (SEE NOTE 1) 2a EDGE DISTANCE 3" EDGE DISTANCE SPANS UP TO 5 ' -0" (SEE NOTE 1) SPANS UP TO 7' -6" /SEE NOTE 1) SPANS UP TO 10 -4" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' -4" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 1 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 HOLLOW CONCRETE BLOCK _. 11111111111111111011111111111U> 1/4 "• ITW TAPCON W/ I - 1/4^ MN. EMBEDMENT 45 12 6 9 12 12 7 6 12 9 7/ 4 9 12 7 11 12 12 3 7 12 10 4 5 10 55 12 4 7 12 10 ;�/ /// 4 10 7 • / 3 7 12 4 9 12 11 / 6 11 8 • '. , 4 8 60 12 3 { 6 12 9 / 4 9 7 12 3 4 12 3 8 12 10 / 5 10 7 '4 4 5 72 • i 12 � 5 12 8 / 3 8 6, 6 3 4 12 /// 6 12 9 12 4 9 7 12 3 4 200 6 (/•, 3 4 6 / 3 4 6/ 12 3 4 7 �/ 3 4 7 4 3 4 7 3 4 a.d11R111H11H111p111RiU111� 3/16Y ELCO TAPCON 1 -1/4 MN. EHISED. 45 12 4 5 12 8 3 8 6 V. 6 12 i 7 12 9 4 9 7 3 7 55 10 �: / 4 10 7 / 3 7 5 � ' S 12 5 12 8 3 8 5 5 60 9 j,/ 4 9 6 6 i 3 11 5 11 7 3 7 5 ,/ 3 72 8 � � % 3 8 5 , 5 4 9 % 4 9 6 / 3 6 5/ 3 200 4 2,/i /%. • 4 //yyam� IX/ �%iE���� ����// �� �y % / �� %//.// / /�, � / 3 45 12 8 10 12 12 6 12 12 p 4 12 12 10 12 12 12 10 12 12 7 12 11 11 1/4'6 RAWL CALK W/ 7 /B EMBEDMENT & 1/4 - 20 SIDEWALK BOLT (3/4 MEAD) 55 12 5 8 12 12 5 12 9 4 9 12 6 12 12 12 8 12 12 6 12 60 12 4 7 12 12 5 12 9 3 6 12 5 11 12 12 7 12 11 5 7 72 12 3 6 12 10 4 10 8 3 5 12 4 9 12 12 6 12 10 5 6 200 8 % / / 3 58 3 5 8 35 10 % 5 6 10 56 10 F 56 45 12 5 9 12 12 6 12 9 4 9 12 6 11 12 12 7 12 10 5 10 55 12 3 7 12 10 5 10 7 3 7 12 4 9 12 11 6 11 8 4 8 1/4 - 6 ZANAC NAIL W/ 1 - 1/0 - [H5E0PI IT 60 12 3 7 12 9 4 9 6 3 4 12 3 8 12 10 5 10 7 4 5 72 11 i� , / 5 11 7 3 7 6 3 3 12 7 12 8 4 8 7 3 4 200 6 // j, 3 3 6 3 3 6/ 3 3 7 ■ 3 4 7 3 4 7 3 4 11111 �1111I1111111R111RA WO ELCO MALE /FINALE •PAHELMAT[ w/1 MIN. EMBEDMENT 45 12 9 11 12 12 7 12 12 ! 5 12 12 9 12 12 12 9 12 12� 6 12 55 12 6 9 12 12 6 12 11 / 4 11 12 6 11 12 12 7 12 11 5 11 60 12 5 8 12 12 5 12 10 / 4 7 12 5 10 12 12 • 6 12 10 4 7 72 12 3 7 12 11 , 4 11 9 / 4 6 12 3 8 12 12 • / 5 12 10 4 6 200 9 %./j 4 6_ 9 4 6 9 / 4 6 10 �// 4 6 10 / 4 6 10 / 4 6 01/23/98 11:56 ANCHOR NOTES: 1. SPAN & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPAN FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 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 OR BETTER. f DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. APPROVED AS COMPLYING WITH TIIF SOUTH FLORIDA BUILDING CODE DAT iv :: 19 g Q� BY PRODUCT CO ROL DIV!SION BUILDING CODE COMPLIANCE OFFICE Q e! ACCEPTANCE NO - [/!-I Z• bZ '0 m 4 0 0: 0 1 LL u 2 0. t Z W 0 4 2 W 0 L 4 J 2 2 z PE a 0 1- r Z E 0 1- z 0 3 ill igq ILO)W v.J. Ic PROFESS) GINEER L!fl7 e No 983 12 -6 -96 drawn by NOTED I Go , tle.. n by :he<Metl b1 VJK VJK dre..,mq no 96 -501 aheef 4 Of 4 MIAMI (3051 683-9571 FT. LAUDERDALE (9541 677-9500 FAX, (3051 883-9572 ("ADE CO REVISIONS ANCHOR SCHEDULE LOADS AND SPANS FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN 32l�l1J112115 DNI.SIX3 ANCHOR TYPE LOAD PSF MAX. (SEE NOTE 11 3/4" EDGE DISTANCE SPANS UP TO 5' -0" ISEE NOTE 1) SPANS UP TO 7' -6" ISEE NOTE 1) SPANS UP TO 10 -4" (SEE NOTE 1) CONNEC 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 �� ��UIIIIIIIIIIIIIIIIIIIIIIIUI► 1/••• WOOD LAO w/ 1 - 3/•• PIN. THREAD EMBEDMENT SHEAR PARALLEL TO W000 GRAN 45 12 12 12 12 12 8 10 12 12 5 7 12 55 12 12 12 12 12 6 8 12 12 4 6 12 60 12 10 11 12 12 5 7 12 12 3 5 12 72 12 7 9 12 12 4 6 12 12 3 5 12 200 12 3 5 12 12 3 5 12 12 3 5 12 IIIM111111INN11N114W11N1 I/•-• W000 LAO w/ 1 MN. THREAD EMBEDMENT SMEAR PERPENDKULAR TO WOOD GRAN 45 12 12 12 12 12 8 8 12 12 5 6 12 55 12 12 10 12 12 6 6 12 12 4 5 12 60 12 10 9 12 12 5 6 12 12 3 4 12 72 12 7 7 ■ 12 12 4 5 12 12 3 4 12 200 12 3 4 12 12 3 4 12 12 3 4 12 01/23/98 11:56 ANCHOR NOTES: 1. SPAN & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPAN FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 3. 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 OR BETTER. f DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. APPROVED AS COMPLYING WITH TIIF SOUTH FLORIDA BUILDING CODE DAT iv :: 19 g Q� BY PRODUCT CO ROL DIV!SION BUILDING CODE COMPLIANCE OFFICE Q e! ACCEPTANCE NO - [/!-I Z• bZ '0 m 4 0 0: 0 1 LL u 2 0. t Z W 0 4 2 W 0 L 4 J 2 2 z PE a 0 1- r Z E 0 1- z 0 3 ill igq ILO)W v.J. Ic PROFESS) GINEER L!fl7 e No 983 12 -6 -96 drawn by NOTED I Go , tle.. n by :he<Metl b1 VJK VJK dre..,mq no 96 -501 aheef 4 Of 4 MIAMI (3051 683-9571 FT. LAUDERDALE (9541 677-9500 FAX, (3051 883-9572 ("ADE CO REVISIONS