Loading...
333 NE 102 St (2)t ro•N • t tf & r t - 7) t ,h 4 •—• — ti' 1 t "F6:-_,_ - - - - 7 7 -- -L, r r--- t.t . ' 1 - - n - -- r - . 1 - T E. , . d . e ' t' 0" . •••• es •= •7. 1 ° 1 Z• ' A CLy oft 0 E4 7 33 ko , I' lc 1 . zt Cgt`: ,2,ti f 1 's• • i.ss I • ,... • 0" . I ----) 0 I ..:-. 1 1 • sci 1366. 5 -10 0008 N( 47 CpNySTS 7F 6.-6_ 2 mamas 18'12 SECTOws 2 6 -9' 1 =TEN 18 13 SECTIONS 21' r • SECTIONS 21' - 7 -3 - - 7 ' -6" IS SECTI MS 18 - r -9' • %crows 16'11 SECTION 71 e' 3 SECTIONS 1 8'12 SEC110w5 21 8'- 3" 7 SCUMS 18'13 SErnows 21 8' -6" 1 stoves 16" 16 . SECTIONS 21 6.-9_ 5 SECflo $S 71 "1- 9' ��11ssss SECTOI5 18'I- 9 -3' l5 gC1K 18'11 SEC110w 71' 9' -6' • SECTIONS 18'12 SECTIONS 21 9 '-9 3 SECTIONS 1e "13 SECnONS 21' 10' SECTIONS 18' I• SEC11085 21 '0' -3' (t %CTta• t8" 15 SECTIONS 21 I0 s =Toss 211- 'O1-9 1 SECTIOI•S is It SECTION 21' , 11 ' i5 SEQIOt/5 1512 SECTI IS 77 11' -3" SECT4315 18' 13 SECflOP' 21" t1'_6' b j SECT 138s 1814 S(C110PS 211 II' -0' 12 srC7ps 18'15 %CT1011S 71" 17" 1 =Ton 18 =was 21' t7'-3" 17 A CTIONS 71 "1- _ 12' -5' le SECTIONS 1!" 12 SCT1OIS 21 2' -9" IS SECTIONS 1813 semen 21 13' 1 Ir[1aeS 18'14 SECT10NS 21'21" '3' -3' 3 SECTIO6 1313 gi710eS 21 13' -6 r2 SECTIONS 111 2CTIONS 21 1 3' -9' t SECTION 1•' 17 SEC11e>f•S 71' t 18 SECTIONS 21'1- 1 • • -3' =Tees 18'13 5Er:113:13 21 1 •-6' =rues 18'14 •1 71 14 -0 }• SECia : 1 3" 13 Slrele - ' 1.' '5' 3 SECTWS 1!`16 Mints 71 1 5'- 3 1'2 5(C'TO 5 18 SECTIONS 21' 15' -4' 1 WCT10N 13" :3 SECTIONS 21' 1 5 . -9' 19 SELT 21' I- If' 6 MOMS T8 - 14 g:C 21' r- -t- GENERAL. NOTES i T. :S STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA 8Ul• .it IC CODE 1 994 COITION FOR OAOE COUNTY. ALSO FOR WINO LC .OS AS PER ASCE 7 - 88 USING CORRESPOHom LOADS. 2. ANCHORS SHALL SE AS LISTED. SPACED AS ;wows ONO TAILS. AICHOR EMBEDMENT TO BASE MATERIAL SHAD. 8E BEYOND WALL ORESSINC OR STUCCO. 3 All ROLTS. NUTS ANO WASHERS SHALL 8E ZINC PLATED CARBON STEEL. 4 ANC' .ORINC OR LOADING CONDITIONS OTHER THAN THOSE SHOnn i IN THE'.E DETMLS ARE NOT PART OF THIS APPROVAL. STEEL TRACK BRACKET FASTENED TO W000 .LIMB WTI 1 '+ ONE 5/15" x 1 /1s LAG SCREW SOUTHERN PINE 0.55 S.C. 13 GA STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING OPTCtAAL STOP MOULDING BY DOOR INSTALLER 14 CA. G ALV. STEEL TRACK FASDD TO 'ma . PLATES w/ 1 / 4 -70 x 5/8 T'.uss «R1. SLOTTED M.S. & LOCK NUT • of Y ON.ST 3DE KEYED !OCK Loa era LOCKING SHOWN 14 x 1/2" SMS r 4 PER HINGE LOCK BAR GUIDES INSTALLED ON ENO STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF 0008 14 CA. CALv. STEEL ENO ROLLER HINGE w/ (4) 1 14 x 1 /2' Sus LOCK 2/ 000P 7 7 GAO/. AIRCRAFT TYPE CABLE Sc NICO -PRESS SLEEVE • W/ MIN. TO 1 SAFETY FACTOR 1/2' x 1 -3/4" x 1/16' ART. ALUM TUBE —CLUED TO PANEL ANO SECURED TO ENO STILE WITH 3/16" POP RIVETS 0 12" 0.C. 1 - 7/8" X 2 -5/8' 1 CENTER STILE 14 CA. CAI.. STEEL CENTEp HINGE 7/16" PUSHNUT INSTALLED ON ROLUDt ROLL SHAFT - SECTION 9 -8 SPRING _DACE: SLICE SOL I )C( (9C' SICES) FASTENED w/ {41 # 14 5/3' S.M = _ 5/8" MIN. LOCK _NGAGEV =' :T CONF ;RMS D SFBBC 3603.2 REGARDING : .:GE 00VRS 18 GA. ;TEE. 14 X 5/3" 1 -2/ HINGE ' 2 CA. ,TEE_ CEN STILE OPTIONAL VENT — MAXIUUU OPENING AREA 80 S0. IN. •I _ MAX eINIO . 000R !MOTH 9 -0" INSIDE ELEVATION RAISED PANEL EMBOSSED 000R 5/16" HILTI SLEEVE ANCHORS OR MP/ 1 -1 /7" MIN. EMBED INTO NASEIMY 1 PER BRACKET DAD DOOR MODEL 824 MAX. SIZE 9 WOE X 16 HIGH DESIGN PRESSURE RATING = 4- 53.0 PEF — 60.0 PSF TF:a anima is PROPERTY OF OAS DOORS INC- C RIGHT 1995. TRADEMARK PROTECTED CO NOT REPRODUCE IRTH0UT WRITTEN CONSENT Emir: OR. I'dJUA rOUNr FARM) 3 1211.7.,7 • FlFLA. Pc; j 15557 • • 1 PATENT PENOING APPROVED AS =MG =II TM EUiLMIG CCtDE PRODUCT C�0D C :..N}TRO1. f DITS-O .,�1 . ING QQCC[M. .:icE MICE � ' fat! riQl_"' kot• LO 4 cO 0 e n 0 0 as _ 1 010 C re•. F aso 4 44 I 0 e • sheet 1 of 2 drawing n0. 98-01 DOOR • SECTION • - !CHTS BRACKET 'LACEVENTS HEIGHT 1STI2V0!= ° J 14 TH ISTH 81 I 82 1 83 e4 1 Bs 1 e6 87 ee 6' -0" .8.. i1=-118" IN /A 1 1 1 - 3/4 23 4 s5' 1 56" 07" - _19"i 6' -c X 11 2 "I 18" 1 1 _` . 121 " IN /A 1 1 11-3 / 4- 23" �4 f 45 1 56" 57 - ' -0 121 "IN /A 1" 111- 3/4 23 34 1 15" 56 07 78-1/4_ % -o• 15'.118..:11 . :8 . 1 •• 111- 3/4.' 23" :4 15" 56" •7" 78 -1/4 8 -•J' 2"118" IL: 18" T21 . 1.. 111 -3/4 "I 23" 34 • I 45- 56" 67" 78 -1/4 4 HORIZONTAL REINFORCEMENT 1/2" x 1 -3/4" X 1/16" ALUM TUBE , GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" x 1 -3/4" x 1/16" ALUM TUBE CUT TO MISS RIB CLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL SECTION A —A POP RIVETS 1• 'A CAIv. STEEL 4 0JUS" -BLE SLIDE FASTENED TO BRACKET w/ 5/16 -18 X 3/ HEX - EAO SCREWS 6e NUTS. 12 CA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (6) j/ 14 \ 5/8" 5.M S. 18 CA. x 2-1/4" X 2" GALV. STEEL U.BAR = EINFORC:NG "PUSS 0 CE' 'ER OF TOP SECTION T RUSS FASTE TO ALL . _RIICAL STILES w/ TWO # 14 X 5/8" S.M.S. 7/16" DIA x 3 -3/4' ROLLER SHAFT OPTIONAL EPS- ExPANDED POLYSTYRENE INSULATION BY APACHE ROOUCTS CO. DENSITY - 1 PCF N.O.A. # 98-0409.04 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ ,4) i1i 14 x 5/8" SUS MIN. 24 CA ROLL FORMED STEEL PANEL DRAWING QUALITY C -40 MIN. YIELD STRENGTH 34 K51 WITH PRIMER AND BAKEC- 3N POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES 3F STEEL FLAPS BENT 2vER PANEL 1/2" PUNCHED HOLES j ® 4" 0.C. 18 GA. x 2-1/4" x 2" CAIV. STEEL u.BAR REINFORCING TRUSS 0 BOTTOM OF BOTTOM SECTION TRUSS FASTENED TO ALL VERTICAL STILES w/ Two ,y 14 X 5/8" S.M.S. 12 CA. GALV. STEEL BOTTOM BRACKET FASTENED w/ (4) # 14 x 5/8" SUS BOTTOM SEAL .039 ALUM PLATE WITH (2) 1 /8" X 1- S.M.S. ANO RUBBER WEATHERSTRIPPING '-SECTIONS ARE NUMBERED STARTING AT HE BOTTOM r0R :OCRS MORE T HAN 8 r T. r4IGH USE 4 001TIONAL TOP BRACKETS AT :0 J.C. 5/ X 1-5/8" LAG SCREWS ,NTO WOOD OR 5/ SLE' 1 . A NCE •'RS WITH 1 - /4 EMBEE NTQ MASONRY 3 PER BRACKET 24 GA. STEEL PANEL END STILE - THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998. TRADEUARK PROTECTED 00 NOT REPRODUCE WITHOUT WRRTEN CONSENT. 2- /2" x 4 c . 3 s•A. STEEL PLATES WELDEL TO 1 _ 1 /2" ( 1 - 1 / 2' x 14 GA. ANGLE PATENT PENDING m m 1 m ( TRACK CONFIGURATION CAST ALVM. CABLE GRUM RiZ. TRAC' LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK W000 FRAME BUILDINGS STUD MALLS OR 000R OPENING SHALL BE 'RAVED SOLID BY NOT LESS THAN (3) 2X4 PRESSURE TREATED GRADE 2 OR BETTER w000 STUDS. STUD INAU.S TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL 8E SECURED wTN TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAWS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED UASONRY BLOCK WALL 01? CONC. COLUMN w/ 1/4' TAPCONS WITH 1 - 3/4" EMBED AND A SPACING OF 10' 0.C. OR T /3" DUL HILTI SLEEVE ANCHORS. 1 -3/4" MIN. EMBED AND A SPACING OF 12" 0.C. THE BLOCK WAIL CELLS SHALL BE GROUT FILLED ANO REINFORCED WITH FOUR / 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. EPARATTON OF JAMBS BY OTHER$ 2" x 3..../2" x 12 GA. TRACK BRACKETS 2 - HIGH CONNL_TED TO TRACK *OH ONE 1/4" BOLTS & NUTS 0(2. 111;11AYOUN. FAR000 • ST RUCTUUR,EES T A_ PE; • ts5s`13 • • i . Vic; ; .,;_.. APPDO' c>I'Di .,s COMPLYING MTH TM OAF 9G. -..Q s CODE,., 5 BY HORIZ. TRACK SUPPORT — PRODUCT CONTROL LIES:C: 11 • CC DE CO. {•.PLANCE 2FE :CL ACCEFTA CE fi0. ti-0 1Ol • t O a a Q tn U - o Z r1 -- aQl C) N — � I CC vi 0 1 rx. W — 5 •► 2 cc N 4 . Crowing no. 98 -01 (sneei 2 of 2 _Sil0.. .5 1 1. .0 9 0 7 so G_ uns 1- as n 6,w s*1 s • • 1 BOUNDARY SURVEY e,, -- ,61 111 N I a � CO 6 (V cci 2 "' 0 19.30' o 1 Asc X 1 �i019• o o 8 5 � SLAB n W il . 0.00' 23 .00' , a fn 4 id ,>' \� ' ONE STORY m z \ -0 , RESIDENCE 41 z 0 CO NO. 333 in o a L] 0 rn rn I � W 21.80' ' RECORD & MEASURED: 175.00' WOOD FENCE (Tw.) 9' PAVEMENT CORb & MEASURED. 75.00' ENTRY CHAIN UNK FENCE ow.) 1.5 23' PARKWAY 20' PAVEMENT 1.5 O 17.00' c1 d O N k PLANTER 15.0' RECORD & MEASURED: 75.00' smEwitur N.E. 102nd STREET 2 W 0 a \ O O z - E. . 3 _• :C CJ I PS : ■( 4I 3 t 2e t' N.E;. :4 5 '! 2C 5' +IL za 1J.1�1 '4iut IOO 0 ,a I11 .. 9 a 7 ;..' -- T • LC 1 za- R V5591 6.: • `DGIp ,.10'7 t 1 .0 . : 1 121n. 1. ,18 11:1! 15 :0 [, N. r , 99 LEGAL DESCRIPTION: The East 17 and the East 1/2 of Lot 16, Block 37, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plot thereof. as recorded in Plat 9o_k 10 at Page 70 of the Public .Records of Dode County, Florida. SURVEY FOR: CAR'.OTTA ANGEL 333 NE 102110 STE:.ET MIAMI SHORES, FLORIDA 33138 I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property wos completed under my supervision and /or direction.' to the best of my knowledge This survey meets or exceeds the Minimum Technical Standords set forth by the of Land Sur in Chapter 61G -17 -6 Florida Admi ative Code. Pursuan 472.027, F1 .rida Statutes. DELTA SURVEY; 2S, INC. 13205 SW 137TH AVENUE SUITE 225 MIAMI. FLORIDA 33186 305— 253 -0.309 FAX: 305- 253 -0933 WALDO F. PAEZ ROFESSIONAL SURVEYOR AND MAPP NO. 3284 CERTIFICATE OF AUTHORIZATION LB. N0. 3386 STATE OF FLORIDA —. 7.. - o. - 103 RDr oft - — 5 TR E:ET — °SC I •1- a \v. ..?;::_111.5.- J.' - x i J _ r . ... �� .y ,� .t*' r r 1 I C . . .o 9 rL .. .: 'tar. • S Ia �: Iv' 'z.'a. :t •cS� tS.t L. .....17f. I I" �L 102 a L'' In a ^ 515..1:, �E _ t 3 1 =• : 101 ST elief. d I• , STREET 305- 253 -0909 FAX: 305- 253 -0933 STR EET . • t ",.. , • 1 -� . , 1,6 -,1,,, , 7 1 6 1 ! 4 l 5 5 1 r. t ' I ,s r,., 17 :0 :19irc � 21 1 .n .» 4 .- _ no 5( � - TR — �EET • I L __ � 3 . 31 ` 5i rbl 1 • 17 • ei ~F h O L1 I% LO •,..3.3 no -0 ;_,1 1 . . 1a: ::sac STREET DELTA SURVEYORS, INC. 13205 SW 13711-1 AVENUE SUITE 225 MIAMI, FLORIDA 33186 LOCATION SKETCH N.T.S. WALDO F. PAEZ PROFESSIONAL SURVEYOR AND MAPPER I.:0. 3284 CERTIFICATc OF AUTHORIZATION L.3. NO. 3386 STATE OF FLORIDA 1) FLOOD ZONE: X PANEL 0093 J COMMUNITY NO. 120652 DATE OF MAP: 3 -2 -94 2) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF 11F115 COUNTY 3) EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY 4) LOCATION AND IDENTIFICATION OF UTILITILIES, IF ANY ARE SHOWN IN ACCORDANCE WITH RECORDED PLAT 5) OWNERSHIP IS SUBJECT TO OPINION OF TITLE 6) TYPE OF SURVEY: BOUNDARY SURVEY 7) LEGAL DESCRIPTION: FURNISHED BY CUENT 8) THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 9) THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTIES 10) UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON. CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UTILITIES SHOWN HEREON_ 11) THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF FENCES. MEASUREMENTS SHOWN HEREON DEPICT PHYSICAL LOCATION OF FENCE 12) WELL— IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1:7500 FT. 13) IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT LINES. IN ALL CASES, DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS_ FlELO SURVEY DATE: 5 -28-03 SCALE: 1' = 20' DRAWN BY: PAP DRAWING DATE: 5 -29 -03 FB: 221 PG: 3 DRAWING NO.: 03 -582X SCALE: HALF SIZE SCALE: HALF SIZE 11..055 t2 ..076 14 LOCKING ARM SCALE: HALF SIZE 1/4" THICK STAINLESS STEEL 15 11/18/96 16:23 SCALE: HALF SIZE i 0 0 fV .048 ti .s LI • O N 13 .580 t193 *10 x 2" SINS. MANUFACTURED FROM *410 OR 18 -8 STAINLESS STEEL W/ FLUOROCARBON COATING & .460 "0 x JISO' THICK STARLESS STEEL WASHER 3/8 "0 x 0.90" LONG NYLON BUSHING W/ 010 x 3" SMS. MANUFACTURED FROM *410 STAINLESS STEEL WI FLUOROCARBON COATING & .460 "0 x .050" THICK STAINLESS STEEL WASHER SCREW AND /OR BUSHING ASSEMBLY 2.420 .966 L .875 r83 I I t2� 1 t2 I t do SCALE= HALF SIZE .600 n ..055 P2 ..076 P3 ..097 .211 m w .060 3 0 0 1 O HEADER -CLG. MOUNTED O ALT. HEADER -WALL MOUNTED O SILL -WALL MOUNTED 2.775 .060 .060 151• 2.586 x.165 1.0. .248 .285 0.0. .250 .949 1.391 1.891 O g TYP. SLAT g ADAPTER SLAT CENTER MATE 1 SCALE: HALF SIZE SCALE: HALF SIZE 16 LOCKING CLIP 1.350" SCALE: HALF SIZE .620 I t1 ..055 I 1.2 ■ .076 :060 1 :500" WALKOVER SILL 0 FLOOR MOUNTED SCALE: HALF SIZE O on m 0 4 I+rt3 .945' 2.420' SCALE: HALF SIZE 0 1 N NOTES: 600" .620 kS00 1 rt 11 r11 .752" t1..055 t2 ..076 t3 •.097 P2 0 2.795 2.984 SCALE: hALF SIZE 10 CENTER MATE 2 1.685 11 SCALE: HALF SIZE .600 .620 ` .500 ■ on N .184 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALUMINUM EXTRUSION :: SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: HURST AWNING CO.. INC. MIAMI. FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL, OR GALVANIZED STEEL WITH A HIM. Fy a 33 KSL POP RIVETS SHALL BE 3/16 "0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL !LAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERTICALLY). 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ DADE COUNTY PROTOCOLS PA 201. 202. AND 203. B. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION ICTCI TEST REPORT No. 96 -024 AND 96 -037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK - IN ANCHORS. 0 M 2.000' 1.533 ADJ. SILL -TOP 0 ADJ. SILL -BOT. SCALE= HALF SIZE 11 ANGLE SCALE: HALF SIZE I II 0 N 14 1" 1.100 12 ROLLER ASSEMBLY SCALE: HALF SIZE .956 .050 .025 1 1.250 1 0 90 END SLAT SCALE: HALF SIZE C .050 .025 IT 1 1.250 1 O 90° END SLAT SCALE= HALF SIZE 13 INSERT O FLAT END SLAT SCALE: HALF SIZE STAINLESS STEEL II ASSEMBLY .460• HOLE .058 II-NYLON WHEEL SCALE: HALF SIZE .251 11. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE A. LIAR 19 BY gill PRODU NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 110.C/6 - i 1 25.0 I cc W 0 0 1- c .2 s • • 0 0 4- 0 4- w i x A A N V.J. K CH PROFES 'ENGINEER PE FL 4 nse No etEti 8 1996 date scale As NOM (design by Z vi z E 141 H 4I u 6 Z Z :0 0' 1- Q 1 I 7 -23 -96 sneer 1 of 6 0 0 Ii L✓ [ drawn by l 00 (checked by [ checked drawing no. 96 -802 x [0 © 4 1 I 1 i 6. N 0,, N.T.S. TENSION FASTENER • 24" O.C. (SEE ANCHOR SCHEDULE) O ALT. CLOSURE DETAIL SCALE 3' • 1' -0" 1 "x2 ' x1/0' ALUM. ANGLE 3 1110 TEK SCREWS OR 3- )/16'0 ALUM. POP RIVETS (TYP) 2` 2" x1/0" ALUM. TUBE 6063 -T6 ALLOY MUM EITHER CONDITION MAY BE TYPICAL. FOR EITHER SVC SCALE, 3" • 1' -0" TYPICAL ELEVATION •10 x 1/2' GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET • 10"0.C. 1 x1 x.033 ", rx2'x ", 2 "x3'x.055 " ;2" x4'x.055` OR 2' It 5 x .125" AL ANGLE *10 TEK SCREW OR 3/16'0 ALUM. POP RIVET p 24" 0.C. (TYP) TWO V4 "0 SHEAR FASTENER EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) DO CORNER CLOSURE DETAIL PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE p 10' ABOVE OR BELOW CENTER (SEE NOTE 6) BOTTOM TRACK 2" MIN. / TENSION FASTENER p 24' O.C. (SEE ANCHOR SCHEDULE) ALT. CLOSURE DETAIL SCALEI 3" • V -0" SCALE 3' • T -0" 2'x2'x.125' r ALUM. ANGLE CONT. *10 x V2" GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET LOPTIONAL • 10" 0.0 DRILL 5/0 "0 HOLE FRC BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR T• x 1' x .055" ; 1' x 2' x .055': TRUSS HEAD BOLT ITYPI 2' x 3" x .055" ; 2" x 4" x..055" OR 2' x 5" x .125' AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS 6 NUTS W/ LOCK WASHERS • 24' O.C. O ALT. CORNER CLOSURE DETAIL LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER EXISTING STRUCTURE MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 - T6 ALUM. ALLOY Iv/B" BELOW CONCRETE) TYPICAL PLAN VIEW SCALE: 3" • 1' -0" 3/4" MIN. SEE FASTENER SCHEDULE l 1 -1/2" MAX. PLAN VIEW O REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" SCALE ; 3 ". 1'- 0" JOINT BETWEEN REMOVABLE AND FIXED SILL 1/4" MAX. 1 -1/4" • ' . LJ d, EXISTING STRUCTURE ALTERNATE O FLOOR MOUNT DETAIL rxrxl /0" ALUM. ANGLE W/ 3/16"o POP RIVETS • 6` O.C. Ll /L "0 RAWL CALK -IN W/ 1/4-20 TRUSS HEAD MACHINE SCREW ISEE SCHEDULE PAGE 6 FOR SPACING INFO.) SECTION s 0 ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE OPTIONAL 1/4'0 RAWL CALK -IN W/ V4 -20 TRUSS HEAD MACHINE SCREW UN LEU OF ANGLE & FASTENER REAR). SEE SCHEDULE PAGE 6 FOR SPACING INFO. SMEAR FASTENER APPROVED AS COMPLYING WITH THE SEE ANCHOR SCHEDULE SOUTH FLORIDA BUILDING COKE DATE it A ■ : .� 19 PROD() 1 OIiTR COMPLIANCE BUILDING CODE 1 ACCEPTANCE NO.��-11 _ "- O z 0 N ~ Q N E.38 Or y M d 2 2 O U La La Z In Is P1 N N z — •i u • 4 O A A o Z „ .. Z • ;'� • Z a 4/1L C 2 • w 0 0 • • < 1- 4 0 M • • X A 0 L 7 -23 -96 1 Scale AS NOTED design by VJK (drawn by 1 l Go (checked by ] [ checked drawing no. 96 -802 shoat 2 of 6 11/18/96 16:26 SECTION VARIES - 140 LMIT TOP TRACK SHEAR FASTENER• 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS M414. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE PAGE 1) TENSION FASTENER' 24' O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). MN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 51 GLASS OR DOOR ' 0 W a O • GLASS J OR DOOR 11/18/06 16: 28 SCALE : 3 "s T- 0" EXISTING STRUCTURE 1)CONT. SCALE : 3`c 1'- 0" EXISTING STRUCTURE R (TYP, T • P L BOTTOM). SEE ANCHOR SCHEDULE FOR SPACING RECURRED, BUT DO NOT EXCEED 6" SPACING 11 CONT. 1/2' / (SEE SCHEDULE PAGE 5) 9 -3/16" MAX. EXISTING STRUCTURE TENSION FASTENER (TYP. TOP S. BOTTOM) ROLLER ASSEMBLY Q TYP. EVERY OTHER WALL MOUNT SECTIO MIN. SHUTTER SEPARATION FROM GLASS 11 CONT. CONT. J 7 / T yy//p 1/4- 0 ►�/��Np�E e W /NUT0i1114TEKSCRE3? 12- 0.C. (TYP. TOP & BOTTOM ALT. ANOLE LEG DIRECTION. 7 REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP). 1/4' MAX. 1/4 MAX. 11 ) CONT. CI CONT. NOTE: EXISTING BOTTOM MOUNT DETAIL STRUCTURE MAY BE USED AT TOP. O BUILD —OUT MOUNT SECTION K 1/r 1/r MIK SEPARATION SHUTTER FROM GLASS (SEE SCHEDULE PAGE 5) N g O a J YI tj E M ®® BLY ASSE GLASS OR DOOR 3/16'0 POP RIVET et OR B12 TEK SCREW • 6` 0.C. (TYP) 1`x1x /I' ALUM. ANGLE W/ 3/16'0 POP RIVETS • 6" O.C. EXISTING STRUCTURC LU60EOMA 0 CN (TYPL OO T ( ROLLER ASSEMBLY 1 TYP. EVERY OTHER P 1/4" MAX 1/4" MAX. DIRECTION (TYP) ()TOP & BOTTOM 0 CONT. - FOR LARGER S USE TWO 2 "xS' AL. ANGLES (5 SCHEDULE 1 TYPE C) BUILD —OUT MOUNT EDGE DIST. SHEAR FASTENER STAGGERED (SEE ANCHOR SCHEDULE) GLASS OR DOOR — I • • 'EDGE DIST. EDGE DIST, EXISTING EXISTING STRUCTURE STRUCTURE IN NEAR FASTENER ISEE ANCNOR SCHEDULE) 1/4" MAX. z < A N n s < 6 co" da < 0 F 4 w N r 3/16 "0 POP RIVET • 6` O.C. (TYPO 1/4" MAX. OPTIONAL FASTENER IN LIEU OF ANGLE SUPPORT - STAGGER . ANCHOR Vr OFF CENTER O CEILING /INSIDE MOUNT SECTION SCALE : 3 "s V- 0" WOOD FRAMING (TYP. TOP & BOTTOM) W GLASS OR 000R EXISTING STRUCTURE O W 1/4 "0 W000 LAG SCREW W000 FRAMING IN TENSION (SEE ANCHOR SCHEDULE FOR SPACING. EMBED., OR ALT. TENSION FASTENER) TYP. TOP & BOTTOM MIN. SHUTTER SEPARATION FROM GLASS (SEE SOEDULE PAGE S 1/4` MAX. 1 /4" MAX. O WALL MOUNT SECTION L SCALE : 3 "s 1'- 0" SCALE : 3`c t- 0" SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5 GLASS OR DOOR W000 FRAMING CONT. - FOR LARGER SPANS USE TWO r x S' AL. ANGLES (SEE SCHEDULE 1 TYPE C) TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM MK SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE PG. SI 1 Y 1-3/4" MAX X. ALT. ANGLE LEG SCALE : 3 "c V- 0" itE1l='`a"�'(frR3 TT 'i i BO TOM S 1/4' MAX. z Z 0 O NIg N a O` 1- J YI H � = GLASS N 4 X r 4 E WN 1 /4' MAX. ()TOP & BOTTOM OR DOOR W 0 ECTION O BUILD —OUT MOUNT SECTION 1/4`• WOOD LAG SCREW IN SHEAR (SEE ANCHOR SCHEDULE FOR SPACING. EMBED.. OR ALT. SHEAR FASTENER) TYP. TOP & BOTTOM M CEILING /INSIDE MOUNT SECTION M MK SHUTTER SEPARATION FROM / GLASS (SEE SCHEDULE PAGE 51 SCALE : 3" s 1' - 0" 1/4' MAX. t 1/4' MAX. 3 -3/16 MAX. EXISTING STRUCTURE 2" x 2 x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/4" MAX. .aa 1/4' MAX TENSION FASTENER (TYP, TOP 1 BOTTOM). SEE ANCHOR SCHEDULE FOR SPACING REQUIRED. BUT 00 NOT EXCEED 8-1/2" SPACING EXISTING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19 ; 2 DA /I►. BY '� PRODU ► . 1 111101 DIVISIO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. z O 0 0 O 0 J Y ▪ •n O n W IL. O. J J F • < .a ; W,I 0 N .4 at- d • 0 C 1' • s. } 0. 0 u Z Q Vl W II- 4 Ca 0 N VI 44 U 1 W N W Z Y O m o 0 W 0 U1 I- I E 8 'Resign by )(checked by' vac vJK drawing no. I 96 -802 sheet 3 of 6 ALUM. B BEAM & & DESORPTION t r x r s s•-r r r-s Tw • .12S" r r-0" r r -r Tf • .12S" 1r -0' 7 7•-1" r x 7" s s•-0 1 13' -r Tw • .072" r r-0- T TT-2" Tf • 224 1 10•-0" 1 10• -4" r x Y 5•-0" E E• -11 0• 1 1r -7 Tw • .072" 0 Tf • 224 1 10. - 1 12--o- EXISTNG STRUCTURE THREE S/KY CALX-II • )-vr OC W /1 PIN. E)HEO.NCONC. OR NOHOW BLOCK W/ 3-3/4 - MN. EDGE DIST. 11/18/98 18:31 GLASS GLASS OR DOOR TIRE[ 1/14Y CALK-114 • 3-1/0" O.C. W/ 1104. EMBED. N CONC. OR HOLLOW BLOCK W/ 3-3/4' HN. EDGE INST. .2 � • N EIOSITNEI UCSTR 1 N. M SHUTTER SEPARATION FROM GLASS 1101. SHUTTER SEPARATION FROM GLASS _CMS (SEE SOHEOULE PAGE SI (SEE SCHEDULE PAGE 5) SCALE . 3". 1•- 0" DIRECTION DI 3/14 - 0 POP RIVET OR N12 TEt SCREW • 0 "O.C. i QS SEMBLY rxrxv4 - 34s-r 101) -T2 ALUM. ANGLE OR TWO -2` xrx 1/0 - x 0• -r 11163 -TR ALUM. ANGLES THREE -1/4 "0 THRU BOLTS r 154 Tf (MAX DESIGN LOAD 2 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE : 3"151 0" Tf r MN. rx3 x " xo - -r :10113 -TR ALUM. ANGLE OR TWO- rx) xvrxo• -r 2003 -7R ALUM. ANGLES . THREE -v4'1 THRU SOLT* ALT. LEG OI RECTI0N (MAX DESIGN LOAD s 72 PSF) -® I © BOTTOM SUPPORT BEAM DETAIL AL BEAN ISEE BEAM SCHEDULE BELOW FOR SEAN DESORPTION & NAIL HORUONTAI SPAOD 014 SN1 .12 O.C. a Z t v4" MAX g .o 1) 2 O L N � X al a a 0 M V" )/0"• POP RIVET OR 012 TEK SCREW • 2 O.C. At. BEAM ME SEAM SCHEDULE BELOW FOR BEAN DESCRIPTION & MAX. HORIZONTAL SPANS) 014 001 • tr 0.C. STAGGERED H/N SHUTTER SEPARATION FROM GLASS ▪ s) GLASS OR DOOR 3 /10 "• POP RIVET OR 012 TEK SCREW • S'0.C. AS SEIULY EXISRIB STRUCTURE NOT[: t �AL SQSIAN EJ�UL[ FOR 2. SHUTTER SPAN TO BE UNITED TO THOSE SHOWN N TALE, PO S O PASS THRU DETAIL (IN CONCRETE ) SCALE :. 3 ". 1•• 0" GLASS OR DOOR PLYWOOD AND rxrx.Oso - aH rxrx.OSrAL. TUBE OR 2'x4 "P.T. WOOD *Lamm EMBED. NN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE PAGE N L t/r• THRU BOLT • 12' O.C. TENSION FASTENER ISEE ANCHOR SCHEDULE) CONT. rxrx.oao ALUM. ANGLE (MAX DESIGN LOAD s 75 PSF) O WALL MOUNT SECTION SCALE : 3 " . 1 0 ti s T • a • )/ POP PIIVET OR 012 TEX SSCRE •a'O.C. ADO CONT. P.T. 2' x 4' WHIR! COUNTER TOP IS NOT WOOD FRAMED V4" MAX FOR W000 iLOCKMo USE 1/4'40 S.G. LAO SCREW W/ 1-vr PENETRATION INTO WOOD 54.00010 • tr O.C. FOR AL TUBES USE 1/4'0 S.S. LAG SCREW W/ 1-1/3- PENETRATION INTO CENTER OF STUDS LOCATED • 24" 0.1.. MAX & ONE 014 SMS • MIDWAY BETWEEN STIRS. TWO V4'0 S.S. LAO SCREW • 24" 0.C. MAX W/ 1-3/4" PENETRATION N CENTER OF STUDS MN. SHUTTER_ GLASS fill SOED 12 PAGE 1► GLASS OR DOOR 3/11 "0 POP RIVET OR 012 TUC SCREW •/ "0.c. (4�a TiS SlMOLY EXISITNO STRUCTURE GIP SCALE : 3". T- 0" w • 2 L 1 /2"0 THRU BOLT • 12" D.C. TENSION FASTENER (SEE ANCHOR SCHEDULE/ CONT. r x 3" ..0a0 ALUM. ANGLE (MAX DESIGN LOAD t 75 PSF) 3/120 POP RIVET OR 012 TEN SCREW • 2 0.C. O PASS THRU DETAIL (IN WOOD ) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE "(AI1Jl ikft. n 1992 BY PR00UC14ONTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE N0. c !d - 1)25:61 ADO CONT. I.T. r x 4' WHERE COUNTER TOP IS NOT WOOD FRAMED >> a - s 22 e , xele era h MIL w C O 1 0 1. s a a 1 1I « shoot 4 of 6 1 9 iI Oraw•11 M. 96 -802 MINIMUM SHUTTER SEPARATION FROM GLASS (941 POSITIVE N DESIGN LOAD ( (ASF) ACTUAL SPAN (FT ..- pi) HIN• SEPARATION FROM GLASS FOR PISTAATIONS LESS LL THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 •7/8 1 -5 /8 11 -0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5 /8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5 /8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 e - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2-7/8 2 9 - 0 3 2 -3/4 10 -3 3 _ 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD IP5F1 TYPE A ALL COND I EXCEPT um (FT • IN) TYPE O OETALo1 SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.0. (FT - IN) TYPE C DETAILoI DOUBLE AN LC REQUIRED 3 -3/4" MAX. B.O. (FT - Ml TYPE D DETAIL 9 -3/16" MAX. B.O. (FT ••-114) 30.0 13 -1 11 -4 13 -1 12 -7 30.0 13 -1 11 -1 13 -1 11 -2 40.0 12 -11 10 -e 12 -5 1e -11 40.0 12 -4 9 -1 10 -4 le -0 52.0 12 -1 9 -4 9 -7 9 -7 56.0 11 -11 9 -0 9 -0 9 -3 61.5 11 -7 0 -7 0 -7 8 -10 63.3 11 -4 0 -6 8 -6 0 -8 66.8 1e -11 0 -3 8 -3 0 -5 67.5 le -9 0 -3 8 -3 0 -5 71.2 10 -.3 a -0 0 -0 0 -2 75.0 9-0 7 -0 7 -0 8 -0 01.4 9 -11 7 -0 7 -0 7 -4 86.1 0 -5 6 -7 6 -7 6 -10 91.4 0 -0, 6 -3 6-3 6 -6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6-7 5 -2 5 -2 5-5 120.0 6-1 4 -1 4 -9 5 -0 130.0 5 -7 4-5 4-5 4 -7 140.0 5-2 4 -1 4 -1 4 -3 150.0 4-10 3 - 1e 3 -10 4-0 160.0 4 -6 3 -7 3 - 7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 100.0 4 -0 3 - 3 -2 3 -4 190.0 3 -10 3 -0 3 -0 3 -1 200.0 3-7 2- 10 2 -10 3 -0 210.0 3-5 2 -0 2 -8 2-10 • T A ` 11/18/96 16:34 170 150 145 - 140 130 - ••• 125 • 120 - 115 - 110 • 105 - 100 • 95 ." .... ........ ACCORDION SHUTTER SPAN VS. DESIGN LOAD DIAGRAM w... j.........F.... i....q....t..... i....w.... 3- i• w...• ....: 165 - ....: .... ......... ........._.......... .....__.. -• -e • 160 i..... i.....i....� ....:....• .... i . ... ?....�....i.... • • • 155 - -..._.......; ... .....i_.r TYPE .. A :.... ........ ....:... ....TYPE B . TYPE C .....3..... ; ............;.... TYPE C TYPE D • • 90 1 I I 1 I 1 I 1 30 40 SO 60 70 DESIGN LOAD - NEGATIVE (PSF) ..4. 80 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONOITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SEPARATION FROM GLASS SCHEDULE PAGE 5 • EMBED. • SCALE 3 3 -. t- 0" . r •: O FLOOR MOUNT SECTION r- 1/4" MAX. 17 A 8 L E 2 EXISTING STRUCTURE SHEAR FASTENER SEE ANCHOR SCHEDULE APP40':ED AS COMPLYINS Nf11H THE 'alit f'..DRIDA BOOING CODE 1,1 F.t r "sG _Ia�RI L D(YISI I �1 8IUIiUoku CODE COM?UMtCE DICE ACU ?TA$1 00 2 g 0 • e 4 r 0 4 4 4 4 • N • A A 1 8 1 0 1 ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES O.C.) FOR VARIOUS DESIGN LOADS 12 4 N.A. 12 • N.A. 12 12 12 12 • 3 N.A. 12 9 • 6 N.A. 12 10 S 6 3 7 S 25 N.A. 4 N.A. 12 7 5 s 4 • N.A. 10 4 12 • 3 12 12 12 12 12 10 6 5 4 12 12 12 6 3 12 12 12 •2 6 12 12 12 11 1 ' 5 N.A. 12 S . -0" MAX. NSION SHE TENSION 10 • 6 3 12 12 12 12 12 12 12 5 12 12 12 12 • 9 7 6 5 N.A. 12 10 5 6 3 12 10 • 6 3 12 10 9 7 3 10 7 6 5 N.A. 12 12 12 12 10 • 6 5 3 12 11 12 12 7 5 3 12 12 12 12 12 12 12 11 6 5 7 5 6 4 5 3 4 3 N.A. N.A. 12 7 12 6 11 5 • 4 3 N.A. 12 5 12 6 11 5 • 4 3 N.A. 12 • 12 6 12 5 10 4 4 N.A. • 6 6 4 • 4 4 3 N.A. N.A. 12 7 12 6 11 5 • 4 3 N.A. 12 12 12 12 10 5 ANCHOR TYPE v4 "• JTW TAPCON W/ 1 -1/2" 1011. EMBEDMENT .111\411111111i1111111I1MM. V4'• RAWL CALK-01 W/ 7/r tom. EMEOIERT & 1/4-26 WILT 151E NOTE 41 S' -0' MAX. TENSION SHEAR 12 12 2" EDGE DISTANCE S 12 12 6 12 12 12 V4 "0 RAWL DRIVE PIN W/ 3/4" ENSEOMENT 1/4 "• FEMALE PANELMATE" W/ 1-5/5 MN. EMBEDMENT 4 1/4 -20 MACHINE SCREW 151E NOTE 41 V4 "• ITW TAPCON WI 1 -V2" M•1. EMBEDMENT ■ ,1111111111111111A11111111111UI I> V4 RAWL CAUL -N W/ 7/5` INN. ENNEDNI9IT & V4 -26 HILT 151E NOTE 41 V4'• RAWL DRIVE PIN W/ 3/4' ENEEOMENT 1/4 "4 FEMALE `PANELMATE' W/ 1-5 /r 1104. EM•E06EMT 4 114 -25 NADINE SCREW •' MI1111111111111ND en NOTE 41 :NNE IIi1111111111I1tIN1111l111V NEG. LOAD (W) P.S.F. MAX. 72 12 210 40 62 72 92 210 4• 62 72 92 210 45 62 72 92 210 45 62 72 92 210 4t 62 72 92 210 45 62 72 92 210 45 62 72 92 210 45 62 72 3" EDGE DISTANCE S - T. 13' -r MAX. SHEAR 12 11 12 12 7 12 12 12 12 10 12 10 9 7 3 12 12 12 10 4 12 12 12 1 4 12 12 11 4 12 11 9 7 3 12 12 12 4 12 12 12 11 5 • 6 9 5 10 4 ILA. 12 12 12 4 12 12 4 12 12 11 5 3 9 7 6 4 N.A. 12 12 12 10 4 12 6 10 s 3 12 12 11 9 3 4 3 3 N.A. N.A. 10 7 6 5 7 5 N.A. 12 9 5 6 N.A. 5 3 3 2.5 N.A. 10 7 6 5 N.A. 12 12 5 6 5 4 N.A. AMNON NOTE L N•NUH prEDIENT MIO EDGE DISTANCE EXCLUDES WALL PIN•5H OR STUCCO. 2. ANCHORS SHALL •2 INSTALLED N ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3. WHERE EXISTING STRUCTURE E SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY. OOrTNO STRUCTURE NAY SE moan samara HOLLOW UNLOCK OR W000 FRAMING. wren= Kmoan WIEOULE P00 FlIIOFER ANCHOR TYPE B ASED ON TYPE OP !X157101 STRUCTURE. 4. NAON E SCREWS SMALL NAVE A NNNUM OP 1/2` O0AOLNEIIT OF THREADS N BASE ANCHOR AND MAY HAVE DT1tR A PAN HEAD. TRUSS NEAR. OR WAFER HERO (SIDEWALK BOLT). 140.N. S. WHERE EXISTING STRUCTURE IS WOOD FIRMING, W000 � INTO T W 0 Al M1PRER0. NOT PLYWOOD. fA � TO PLYWOOD IS ACCEPTABLE ONLY FOR SKI 6. WHERE LAO SCREWS FASTEN TO NARROW PACE OP STUD FRANING FASTENER SHALL LOCATED RI CENTER OP lx W000 DAI 3/4 EOM DISTANCE IS ACCEPTABLE FOR 10300 FRAMING 7. FOR SOLO -OUT MOUNT SECTION CI ANCHOR SPACING SHALL NOT EXCEED 5-1/2' O C. •. FOR SULO -OUT MOUNT SECTION 0 AN0•00 SPACNO *HALL. NOT EXCEED 6' 0.C. N.A. • DO NOT USE ANCHOR. TENSION • WALL MOUNT OR PULLOUT APPLICATIONS.. !NEAR • FLOOR AND OILING MOUNT APPUCATIONS. APPROVED AS COMPLYING 11IT0 THE SOLO FLORIDA BUILDING CODE DATE UArRS) 1992 BY BY . PRODU •INTROL mom BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. % - ZSiSI 11 /1 R/9R rD CS Z_ 1�11 Q Cif D D Et z Z Wu z 0 C O 0 1. 1 • 0 4 4 0 1 F T A A 9 0 I dol* 7 -23 -96 (.c«• ` AS N10TED (design by J VJK drawk.s n0. 96-802 Moor • of • (drawn by j 60 (checked by VJK