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PLANS1 18. GENERAL NOTES 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS). B. SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. D. NATIONAL ELECTRIC CODE, OSHA & NATIONAL BOARD OF FIRE UNDERWRITERS. 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN THE CONTRACTOR AND OWNER SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR 'CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 7. ALL WORK THAT IS EITHER IMPLIED OR REASONABLY INFERRABLE FROM THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACT- OR AND THE INCLUSION OF ANY WORK BY MENTION, NOTE OR DETAIL, ITEMIZATION OR IMPLICATIONS HOWEVER BRIEF, MEANS THE CON- TRACTOR SHALL PROVIDE AND INSTALL SAME. ALL WORK PERFORMED TO BE PART OF A COMPLETED PACKAGE WITHIN THE DEFINITIONS NORMAL INDUSTRY STANDARDS. 8. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROAVAL BY THE ARCHITECT. 9. ALL PERMITS, INSPECTIONS, APPROVALS, ETC. SHALL BE APPLIED FOR AND PAID BY THE CONTRACTOR IN ALL FIELDS OF HIS WORK, AND HE SHALL BE RESPONSIBLE FOR THE COORDINATION OF IN- SPECTION AND APPROVAL OF HIS WORK. PRIME B>xJILDING PERMITS SHALL BE OBTAINED BY CONTRACTOR. 10. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT'ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHCDS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 11. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT THROUGHLY INSPECTED THE SITE, THE DRAWINGS AND SPECIFICATIONS, SO AS TO THOROUGHLY UNDERSTAND THE WORK. ANY AND ALL DISCREPENCIES AND OMMISIONS SHALL BE REPORTED TO THE ARCHITECT RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPAN- CIES AND OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED 12. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CON- TRACTOR SHALL INDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT OF THE WORK OF THE CONTRACTOR. 13.'OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CON- STRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 14. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT OR OWNER. 15. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURES LABELS. 16. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO THE OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHAL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS OR INDUSTRIES RECOMMEN- DATIONS OF SPECIFICATIONS. 19. SHOP DRAWINS AND SAMPLES FOR ITEMS DESIGNATED BY THE ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 4 C �XISTi��, U /plr AsP /'4vE1-1Er1T" SEW fir o U+Nc. p .70 . 100.00 5' Go►Jc . SC 1 -•/k N.E. 99th. , SITE PLAN [-II SCALE : I 20 rrz�r rr r . rzLr �. C WA L(. G q I, �crJC• w /oxo , i (0/10 ww, tr W .L- Cc MpAcan f 0 0 Z 5 P;Pr's (O/)fi, G • L om, Nc, w' w j Wes, 5.« wiz -1- A SECTION �i OA/ Un•o a 7 - t -t'i E:3 •1,N• rS :' 4 's CA cF- rvo Ffi SCA L E 3/4 : I — 0 " LEGAL DESCRIPTION Lot 20 and Lot 21 in Stock 33 of MIAMI SHORES SECTION ONE, AMI ED, according to the Plat thereof,'as recorded in plat Book 10 at Page 70'of the Public Records of Dade County, Florida. , •r f r` H w w c ( J J LL J 1 • • DRAWN . ATE /.14 'SCALE 4S SHOWN JOB NO. CHECKED SHEET OF 1 a c.5 Ch. 8. s-r- 3 1 .e 3 4- .5 f Z J Q L /2 f3 /4 N. E. 11 • /2 • /3 /5 /T /6 /9 a0 3/ t2 ! ,63 /3 I I � I boo 77 S7 - • I 3o ' 9 6• 6 0 i f' 3 I -5 1 1 1 ..9-9"/ Or 1 1112 9,6 7 4 5 4 3 LOCAT /ON MAP SKETCH CF SURVEY SURVEY of Lots 20 and 21, Block 33 of "AMENDED PLAT OF MIAMI SHORES, SECTION NO. ONE ", according to the Plat thereof recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida, being situated in the Village of Miami Shores, Florida. ORDER NO. 6926 DATE: April 23, 1981 F.B. 249 C, P. 42 SCALE: As shown WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above described property is true and correct to the best of our knowledge and belief as recently surveyed and platted under our direction. A. R. TOUSSAINT & ASSOCIATES INC. LAND SURVEYORS 620 N.E. 126 St eet, North Miami, Florida By: V Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida . Pres. '''''T 0 h ' , /--/ A /6 /STY a8.5 i 854 .5' L T 3 4 /G. 9.6, ' // / / j P A\ E M E 4 1 45. 44 II 0 T 0 tz- P P 3.a'c K/.OLL P � 0 . vb. s-- .��..- .:.:.�.r'd`�f'GS2- s-'t•� _ � <... .. _ - -�w:,: -• . _.z :.- �^fFzr -mss /VE. 9h -- - -- [tT s••=••••f.. .. ^¢J,,., _.. :G =...•:+ r�,<.i.0+ - '.WM.(• a Y' . Asiq' 5 1 2 3 4- 1 z 4 11 • /2 • 13 /5 s l 6 7 ' 6! 3 E /5 / 6 I /7I / 6 / 8 2 / , 2 2 OC, 3 6 7 6 5 SKETCH OF SURVEY /3 ttj 1 ; Ih /3 �.n> J t tj 4 3 2 / L OCA?' /ON MAP SURVEY of Lots 20 and 21, Block 33 of "AMENDED PLAT OF MIAMI SHORES, SECTION NO. ONE ", according to the Plat thereof recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida, being situated in the Village of Miami Shores, Florida. ORDER NO. 6926 DATE: April 23, 1981 F.B. 249 C, P. 42 SCALE: As shown WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY of the above described property is true and correct to the best of our knowledge and belief as recently surveyed and platted under our direction. A. R. TOUSSAINT & ASSOCIATES INC. LAND SURVEYORS 620 N.E. 126 St eet, North Miami, Florida '— By: \\, �- -- • � . Pres. Howard C. G. • e Registered Land Surveyor No. 1683 State of Florida f--/ A L T P/P 4 aiksee 0 r 843 1� � // 6.' e 6 // // 0 /STY C, CS.S / GB.5. 3�( / 60../ 36f 46' et 3 2 93 :%: ( 0 100.0/ / P A 0 P /00.00 COis./G v E M E is.P T -.,. _ - , F - -•,cam ¢5.87 3 W d L` / AZ-E. 99-/h-- 57 • 4 i - .x. X- - •..a.- �:t; ,Y °..v d: ?:- . w i i ,Y 17 GENERAL NOTES 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS). B. SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. D. NATIONAL ELECTRIC CODE, OSHA & NATIONAL BOARD OF FIRE UNDERWRITERS. 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN THE CONTRACTOR AND OWNER SHALL GOVERN ALL SECTIONS OF THE SPECIFICATIONS. 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR 'CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 7. ALL WORK THAT IS EITHER IMPLIED OR REASONABLY INFERRABLE FROM THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACT- OR AND THE INCLUSION OF ANY WORK BY MENTION, NOTE OR DETAIL, ITEMIZATION OR IMPLICATIONS HOWEVER BRIEF, MEANS THE CON- TRACTOR SHALL PROVIDE AND INSTALL SAME. ALL WORK PERFORMED TO BE PART OF A COMPLETED PACI <AGE WITHIN THE DEFINITIONS NORMAL INDUSTRY STANDARDS. 8. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROAVAL BY THE ARCHITECT. 9. ALL PERMITS, INSPECTIONS, APPROVALS, ETC. SHALL BE APPLIED FOR AND PAID BY THE CONTRACTOR IN ALL FIELDS OF HIS WORK, AND HE SHALL BE RESPONSIBLE FOR THE COORDINATION OF IN- SPECTION AND APPROVAL OF HIS WORK. PRIME BUILDING PERMITS SHALL BE OBTAINED BY CONTRACTOR. 10. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT'ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 11. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT THROUGHLY INSPECTED THE SITE, THE DRAWINGS AND SPECIFICATIONS, SO AS TO THOROUGHLY UNDERSTAND THE WORK. ANY AND ALL DISCREPENCIES AND OMMISIONS SHALL BE REPORTED TO THE ARCHITECT RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPAN- CIES AND OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED 12. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CON- TRACTOR SHALL INDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT OF THE WORK OF THE CONTRACTOR. 13. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CON- STRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 14. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PPM? t APPHOVAI, HY '1'111; AHCHI'I'P :(:'1' OH ()WHIM. 15. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURES LABELS. 16. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT. . THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO TIIE OWNER ALL LABOR AND MATERIAT. INSTALL,f.l) BY HIM FOR A PERIOD OF (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY TIIE OWNER EXCEPT AS MODI•1IED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHAL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNElt, 1 18. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS OR INDUSTRIES RECOMMEN- DATIONS OF SPECIFICATIONS. 11. SHOP DRAWINS AND SAMPLES FOR ITEMS DESIGNATED BY THE ARCHITECT RIIAt,t4 RR RUBMTTTgi) To TH►Q ArtrIIiTICc'T V'n11 APIIt(1VAI„ 4 Sf F k/4 (51 ( 1 yTY 60 t) - rtMc, W ,A(ti TU g.ovf ( J A5PLiALr p4VEMEtJr - t o o - .o l` �Cl ST N G� #iiy Oas EX 1STI '2 4 U1•141 , 4 FAnor 100.00 s' Gv►JC . !Ai N: E. 9- 9-th. S-T- S IT E PLAN SCALE : I I : 20' & .i cfy PraK ti l %' foal' l+✓A ST I k S E C T 1 0 N A.I - ' b3a5vAr. Ir* c. iyrsF ''i�++a►ci�,IP�tAg�g . + •. ��'���.'f'Ar� y� -.�. "s� 4t^�#.E^.'��^'1T7Jh2"i3ilr: Y.:: IF 4f 45 •‘ Ek l cr t,. �• G65 WALL_ ) #5 P;P✓Lc Solt_ 4 W T 0, „(, d(a / iv u /,W,M nrJ WEIL- it.AAr- A(itrr r ( 1 tut 114- (OM. nCAL.r (, 1' qd huh -z o A� OW/ S1u23 LEGAL DESCRIPTION Lot 20 And Lot 21 in Block 33 of MIAMI SHORES SECTION ONE, AMMED, according to the Plat thereof,'as recorded in plat Book 10 at Page 70 of the Public Records of Dade County Florida. On Ct (' .a te , • >l-tts. giY ince, 2 o Pier O ld \ 1' 0 .— r(Y) N e' 1b :”? .. .. ... 'DRAWN- C11Fr_KFD • c DATE SCALE 4 5 5 FfOWN JOB NO. SHEET —I OF I ar. i' .1 :'"t.. :eft! r.. • NOTES 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE M;N SEPARATIGN FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED '✓ALOES, USE NEXT HIGHER LOAD CR LINEAR INTERPOLAT MAY BE USED TO OETERMINE ALLC'.V/ABLE SPANS 4 ABOVE SCHEDULES 1E. 2 ARE FOR US= ,•/ITH C50" ALuM!NUr -1 STCRM PANELS ONLY ENTER TABLE 1 W»TH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax 1 POSITIVE LOADS LESS THAN CR EOaUAL TO THE NEGATv✓F LOAD ARE ACCEPT ABLE. Appro‘cd at comply irsg nfc6 the Florida Stidirg ode Date 0- L/ fzoo L NOAHp 1 - oSI ;. G1 . nlumt Dade Product Cocfroi Oil is' i0 Ira j CU' 1 CC ..... i o i V � N _ : e o ' s - > u c : a f ou N u i- I o > - i �: L 3 3 i i o V. J. KNEZ H 1 I +`iiOrESSION r' 1NEE FL L c a No: p . 0093 9_2002j 03/06/0 S NOf[O ^� deg qn by cr.. <1.; b? V 1 K.J(_._ dr a w,ntj nn. 00 -380 sn.rPr ,� or o 6 ASSOCIATES, IN ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS MINIMUM SEPARATION FOR INSTALLATIONS 30' CR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) L MAX. (F T -IN) 30.0 BAR 10 - 6 35.0 3- 10 - 4 . 40.0 t. - 0 10 - 0 45.0 5- 0 9 - 8 50.0 7- 0 9 -5 55.0 1 -1/2 9 - 2 60.0 2 -1/8 8 - 9 62.0 3 -3/8 8 - 7 65.0 3 8 - 5 67.0 3 8 -2 70.0 2 7 - 10 72.0 2 7 - 7 75.0 2 -1/2 7 - 3 80.0 3 -3/4 6 - 10 90.0 3- 0 6 - 1 100.0 4- 0 5 - 6 110 0 5- 0 5 - 0 112.0 7- 0 4. - 10 120.0 8- 8 4 - 7 130.0 9- 5 1. - 140.0 60.0 150.0 2 160.0 1 -1/8 170.0 nn 3 180 5- 0 2 190.0 1 -3/8 200.0 2 NOTES 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE M;N SEPARATIGN FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED '✓ALOES, USE NEXT HIGHER LOAD CR LINEAR INTERPOLAT MAY BE USED TO OETERMINE ALLC'.V/ABLE SPANS 4 ABOVE SCHEDULES 1E. 2 ARE FOR US= ,•/ITH C50" ALuM!NUr -1 STCRM PANELS ONLY ENTER TABLE 1 W»TH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax 1 POSITIVE LOADS LESS THAN CR EOaUAL TO THE NEGATv✓F LOAD ARE ACCEPT ABLE. Appro‘cd at comply irsg nfc6 the Florida Stidirg ode Date 0- L/ fzoo L NOAHp 1 - oSI ;. G1 . nlumt Dade Product Cocfroi Oil is' i0 Ira j CU' 1 CC ..... i o i V � N _ : e o ' s - > u c : a f ou N u i- I o > - i �: L 3 3 i i o V. J. KNEZ H 1 I +`iiOrESSION r' 1NEE FL L c a No: p . 0093 9_2002j 03/06/0 S NOf[O ^� deg qn by cr.. <1.; b? V 1 K.J(_._ dr a w,ntj nn. 00 -380 sn.rPr ,� or o 6 ASSOCIATES, IN ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN ACTUAL SHUTTER SPAN (FT N) MINIMUM SEPARATION FOR INSTALLATIONS 30' CR 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- 2 3 1 -1/8 t. - 0 2 3 1 -1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4. 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5 /8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/1. 3 -1/2 50.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 3 -3/ 3 -3/4 3 -5/8 60.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8- 8 3 3 3 9- 0 3 -30. 3 -3/4 3 -1/4 3 -0 2 3 1 -1/8 4. - 0 2 3 1 -1/4 70 0 5- 0 2 3 1 -3/8 6- 0 2 3 1 - 7/8 7 0 3 3 3 8- 8 3 -3/4 3 -3/4 3 NOTES 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE M;N SEPARATIGN FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED '✓ALOES, USE NEXT HIGHER LOAD CR LINEAR INTERPOLAT MAY BE USED TO OETERMINE ALLC'.V/ABLE SPANS 4 ABOVE SCHEDULES 1E. 2 ARE FOR US= ,•/ITH C50" ALuM!NUr -1 STCRM PANELS ONLY ENTER TABLE 1 W»TH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax 1 POSITIVE LOADS LESS THAN CR EOaUAL TO THE NEGATv✓F LOAD ARE ACCEPT ABLE. Appro‘cd at comply irsg nfc6 the Florida Stidirg ode Date 0- L/ fzoo L NOAHp 1 - oSI ;. G1 . nlumt Dade Product Cocfroi Oil is' i0 Ira j CU' 1 CC ..... i o i V � N _ : e o ' s - > u c : a f ou N u i- I o > - i �: L 3 3 i i o V. J. KNEZ H 1 I +`iiOrESSION r' 1NEE FL L c a No: p . 0093 9_2002j 03/06/0 S NOf[O ^� deg qn by cr.. <1.; b? V 1 K.J(_._ dr a w,ntj nn. 00 -380 sn.rPr ,� or o 6 ASSOCIATES, IN FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REVD FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 QOOM 48 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 62 12 12 1i 12 12 12 11 8 '2 9 12 12 6 6 6 6 12 12 6 6 67 12 12 10 12 11 12 9 7 12 8 A t 'rr' '''' '^ 1/4 "0 x MIN 3" LONG LAG SCREW w/ MIN 2" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 - 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 16 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 1 48 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 * i 1l\E 7/16 "0 WOOD BLISHINu w/ S/8" MIN. EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 92 12 9 6 12 8 12 6 4 12 6 12 6 4 12 6 112 12 6 5 12 6 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 48 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 6 2 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 * JS,DIi11 * _;1 r""' • ; , 6 7 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 1/4'•0 ELCO MALE/ FEMALE RANELMATE' w( 1 -7/8" MW EMBEDMENT L 1/4 -20 MACHINE SCREW w17H NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 12 10 10 12 9 12 6 8 12 7 7 12 6 8 12 12 7 7 11 2 7 8 12 7 12 6 9 12 12 6 8 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 02/19/02 15:18 ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHOWN IN TA STORi3LE 1. PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE M 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SLLECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. RECOMM ANCHORS ENDA SHALL TIONS BE INSTALLED, IN ACCORDANCE WITH MANUFACTURERS' 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5 FIELD VERIFY THAT FASTENERS ARE INTO ADECUATE \d0CD FRAMING MEMBERS. NOT PLYWOOD, 6. WHERE LAG SCREWS FASTEN TO NARROW FACE GE STUD FRAMING, FASTENER SHALL BE LOCATED 'N CENTER CF NOMINAL 2" x 4" (MIN ) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 CR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. 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 SOLT), U.O.N. e . r0 DESIGNATES ANCHOR CCNDITICNS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVINO MACHINE SCRE'. 'I, NUT CR WASHERED ■INGNUT. REMOVABLE ANCHORS ARE RECUIRED FOR DIRECT MCUNT lr'J 6" 0 C OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPEC IN ANCHOR SCHECUL E. LOCATE FASTENER :N NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *17',4 -20 EY TRUSS HOLE '�•1 HEAD ASHERS BOLT ARE S MAY USED .'. B= USED IN LIEU CF 1/4 - ?7 SI:;EALK SOLT IF Y, ' Appros cd as cofsplyiog •Pith the Florida Ba lnC PoJe Date 2 2) /ZOO?. ( NOAdO Product Cootrol D ' D sd c Prod �isi0 p 2 3 40 Z J 2 W Z a Q 2 O0 N G O i vl . >' i � 1* o� f ;{ .FL V.J. K N FOCI C}' PfiCFESSIO EN 4CCU FL LI No: PEP. .933 9..2002. 0 3/ 06 /0 1 _ — ,sul• Ior=rn by • ( AS NOTED It A dss7pn by 1, cn.11.d b/ 1 oo- _ 3s o ( sheaf 9 of 10 IN 11 , • JI O ° o y 11 1 t �,I` JI to tl O � 00 I 'l l ° o ;II < I I> -i 1"--.3 {o W Z z v � I < I O ,, t"-..) 1 J ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. (^ -- ievi —sl0ns 0.050•' ALU MINUM KNEZEVICH 8t ASSOCIATES, INC. ` no •11• le L allerlotlon 1 STORM PANELS p { 1 /0{ /1�'V .I PREY a4A4r>.G Ma 16.114 ; CONSULTING ENOINEERS • PR000CT TESTING 1 • �ptn �" – 1 /O1 W CCO AS�Da IEif>rG t p tor•etENTir I 1280 N. UNNERSRY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33122 1 4 plif1i02 A� COU•+TY Ca•+nE 1 P jo I f` 1 1EL: (9841 382.2800 • FAX: 1954) 342- 23139 • FLCN1t0A GCA ,3205 Y 1 1 P ( -2C71 I WEBSRE: WONCKN.2EVICH.001A • E -IML: KF4KNE2EVICH.COM r t 1 - - -- — • 1 1 N�'t�i�1.(LL. I rcoPYRI o 2001 KNEZEVICH 8 ASSOCIATES, IND. ] 1 1 I STOOV FW • PA1G"W?Rcc4CTS ANCHOR SCHEDULE FOR FASTENER MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE NCHOR TYPE LOAC (W) PSF MAX (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5' - 6" (SEE NOTE 1) SPANS UP TO 7' - 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK .•,: J U , .u � ITW TAPCON OR ELCO TAPCON W/ MIN EMBEDMENT 48 12 12 11 11 8 7 6 12 10 7 5 3 9 7 12 12 INIJI /it 12 9 B 8 6 6 6 7 5 5 4 3 3 12 9 B 8 5 5 3 3 8 6 6 6 — 6 6 6 5 3 3 8 5 5 62 LI) —:i'v 4 "o 1/ 1 /vo 1 - 1/ 4 " 67 5 6 5 4 11 11 8 6 72 3 -- 3 3 3 5 — \ 5 5� 5 92 112 200 3 5 3 5 k C11111111ULl\lllllllllllU k 1llUll`1lllU` - W/ 4 8 62 12 12 12 -- 12 --- 12 10 10 12 12 12 8 12 12 12 __ 12 10 10 10 10 7 12 12 6 4 4 - 4 _ 3 -- 3 3 12 7 5 5 - - 5 _ - 5 - -- 5 5 12 8 8 -- 8 4 3 3 - 3 _ 3 ___ 3 12 11 9 4 9 12 12 - 12 12 6 s , 5 -- 4 i0 10 -- 10 10 10 10 7 - 6 _ 5 -- 5 5 12 - 12 _____ 8 — 8 — 9 1 1 /4 "o ELCO MALE/ FEMALE "PANELHATE` 1 -1/4 MIN EMBEDMENT 3. 1/ MACHINE SCREW WITH NUT - 8 - - 8 B 112 2 0 0 3 3 5 5 10 8 3 3 B I{ III 'm J/ 7, . 1/4 EEL tJ POWERS CALK MBEOMEI STAINLESS HINE SCR 48 • 12 12 11 10 8 10 12 12 11 — 10 8 8 8 , 11 9 8 7 -- 6 6 6 • 7 5 5 4 -- 6 _ 4 4 S 3 11 8 8 5 4 4 4 --- 4 L. 5 4 4 4 -- 4 _ 4 4 11 6 6 6 — 6 6 8 S 5 5 5 Ki/,/) /ZA ' / /)' / %'r/ /1/i — _ :0 • 3 1 1. / H ' 'J H�: (///' 8 8 8 B 6 6 4 -- 6 _ 6 6 10 7 12 12 11 10 8 6 5 11 (% // iii' /// /)'/" /; ' 9 8 7 -- 5 _ 5 5 `— 7 1/ POWERS RAWL ZAMAC NAU W /1.1/9 _ MIN. EMC MENT 1 2 6 _ _ 5 _ 5 5 11\1 _ /4'017W DYNAOOI ANCHOR - 10 8 8 12 12 8 6 5 4 3 3 12 12 12 12 _ 10 y dI VII 4; �' 1 � ' 1 / 12 11 10 9 - — 8 8 8 1 I I / / 9 I 4 I J ` T 4/ . , 1 / J 6 4 4 4 -- 3 3 3 12 11 10 9 -- 6 6 6 1'1 - ( // 10 8 8 8 — 8 8 8 . 1. 3 3 3 -- 3 3 3 10 6 6 6 - _ 6 6 6 • t' 11.-,,_ i11111111,1.--- _ _ 9 2 9 7 __ 3 \ - RED HE LEE'. 1 -1 /8 MIN. E. 3E0 112 200 7 6 L Or--_ 1\\\\\\\\\\\\\\\\\\V:"' 1 /4 °m ASHLEY OUI'K -SET SCREW WITH 1 -1/4" M;N, EMBEDMENT - 49 _ 6 _ 92_ 112 200 12 12 _12 _ 12 10 9 12 _12 10 _B_ 4 3 12 10 9 9 __._ 7 5 12 12_ 12 12 . 12 9 1 ri 4j .-n J! - 12 12 12 11 9_ 9 9 11 5 4 _ 4 �. 1 o r1 r; 4:1! N vs • 12 12 12 - . 11 7 7 7 � J + '- -' 12 9 9 _ _2_ 9 9 -V)/////11// r-1 N •A iR J\ LA; V1 12 _7 .._ 7 7 7 7 S 7 IN 11 , • JI O ° o y 11 1 t �,I` JI to tl O � 00 I 'l l ° o ;II < I I> -i 1"--.3 {o W Z z v � I < I O ,, t"-..) 1 J ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. (^ -- ievi —sl0ns 0.050•' ALU MINUM KNEZEVICH 8t ASSOCIATES, INC. ` no •11• le L allerlotlon 1 STORM PANELS p { 1 /0{ /1�'V .I PREY a4A4r>.G Ma 16.114 ; CONSULTING ENOINEERS • PR000CT TESTING 1 • �ptn �" – 1 /O1 W CCO AS�Da IEif>rG t p tor•etENTir I 1280 N. UNNERSRY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33122 1 4 plif1i02 A� COU•+TY Ca•+nE 1 P jo I f` 1 1EL: (9841 382.2800 • FAX: 1954) 342- 23139 • FLCN1t0A GCA ,3205 Y 1 1 P ( -2C71 I WEBSRE: WONCKN.2EVICH.001A • E -IML: KF4KNE2EVICH.COM r t 1 - - -- — • 1 1 N�'t�i�1.(LL. I rcoPYRI o 2001 KNEZEVICH 8 ASSOCIATES, IND. ] 1 1 I STOOV FW • PA1G"W?Rcc4CTS _ UJ (3 LC - - L) ` - I_ 11:0 Cn -0 XCC LU )- (../) FASTENER ANCI SCHEDULE FOR MAXIMUM SPACING (INCHES) REQUIRED LOADS AND SPANS VARIOUS DESIGN LO _ ANCHOR TYPE MIN. 2" EDGE DISTANCE LOAD (w) PSF MAX SPANS UP TO 5' — 6" (SEE NOTE 1) SPANS UP TO - r — 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) (SEE NOTE 1 ) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 7 • 5 1 2 3 1 5 1 2 3 1. 5 ___ - 48 12 12 12 12 12 12 12 12 12 11 12 7 10 12 0 62 12 12 12 12 12 12 11 11 1 9 12 6 0 12 6 I 1l\.A; sIL�'��l'i� 67 12 12 12 12 11 12 9 10 12 8 12 6 0 12 6 1 /4 "0 ITW TAPCON OR 72 12 12 12 12 10 12 8 9 12 '7 12 6 8 12 6 1/4 "0 ELCO TAPCON W/ _- _-_ _-. __ 1.3/4 MIN EMOE0r1ENT 9 2 12 9 10 - 12 8 - 12 .,. 6 8 _ 12 -_ 6 - 12 6 0 12 6 (MIN . 3,000 P.S.I. CONC l E) '- --- - -- -- - -- -- -- -�� -- - - -- - - -- - -- --- 112 12 6 8 12 6 12 6 8 12 6 12 6 8 12 6 ' 20 0 12 6 8 12 6 12 6 8 12 6 12 6 8 12 6 40 12 12 11 12 7 12 11 8 12 5 12 4 6 12 4 Ai, n\lll fammll.- _62 _ 12 12 _ _ 12 _6 12 _5 6 12 4 9 \ 4 7 - 3 I }} . Ta llWaVi' L • 6 7 12 10 8 12 5 12 4 6 12 4 9 \ 4 7 3 1/4 - 0 ELCO MALE/ 72 12 0 7 12 5 11 4 5 11 3 9 ' • 7 3 FEMALE "PANELMA1 E' W/ - -- -- -- -- _ - -- • - - -- -__ - - -- 92 1-3/4 MIN. EMBEDMENT R 1/4 - 20 MACHINE 12 4 6 12 4 9 \ \ 4 7 3 9 �� 7 3 SCREW WITH NUT - -- _ -- -- -- - --- -- - - --- -- (MIN. 3.000 P.S.1. cONCnETE) 1 12 10 3 5 9 3 9\ 4 7 3 9 ' \ 4 7 3 200 9 ''• 4 7 3 9 \ 4 7 3 9 . -(- 7 _ 48 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 R 1 1 \\\\ 11 , ! 6? 12 12 12 12 12 12 11 9 12 9 12 6 7 12 6 I, �? - - 67 12 12 12 12 11 12 10 9 12 13 12 6 7 12 6 1/!.' POWERS CALK -IN "-- - - --- - -._. . -- -- - -- - --- - -- --. _ . W/ 7/9 EMBEDMENT 72 12 12 11 12 11 12 8 8 12 8 12 6 7 12 6 F. 1/4 -20 STAINI ESS - -- - - - -- - -- --- --- --- -- .___. -_- _ . _ -- _ -. -- -- --- 5(EEL MACHINE SCREW 92 12 9 9 12 8 12 6 7 12 6 12 6 7 12 6 (MIN. 3,000P.5 1 CONCRETE) - -- - __. .__ - _. ._ - _ ___. _._- ..._ _ - . - .. - _.. ___ 112 12 6 1 12 7 12 6 7 12 6 12 6 7 12 6 W 200 12 6 7 12 6 12 6 7 12 6 12 6 7 12 6 4 8 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 1.--- 62 12 12 10 12 6 12 5 7 12 4 10 3 5 8 3 0 67 12 11 9 12 5 12 4 7 12 4 10 3 5 8 3 G 1/4 POWERS RAWL 7"AMAC 72 12 8 9 12 5 12 4 6 12 3 10 3 5 8 3 O NAIL - IN W/ ( -l/8" MIN. EMDEDMUIT ___.. -_ 92 _- 12 - 1 . _. 7 _._. 12 __.._ 4 ___. 10 __ 3 _ . 5 ___ 0 ._.. 3 .- . 10 3 ._ 5 __.. 8 -._ 3 U (MIN. 3,000 P.S.I CUCfIEIE) 112 10 3 _. 5 9 3 10 3 5 © 3 10 _ 3 _._ 13 3 200 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 40 12 12 12 12 12 12 12 11 12 9 12 7 7 12 6 ( 62 12 12 11 12 9 12 9 8 12 7 12 4 6 (2 5 WI 1 II I 67 12 11 10 12 9 12 7 7 12 6 12 1. - - 6 -_ 1? 5 1/I.' c I1 W PEI) II[!0 72 12 17 10 12 8 12 6 7 12 6 12 4 6 12 5 I)I I1nIlOLT 5 - -- - - --- - _ - - -- -- . - ._ ". _..- --- -- _. - ". ANCHOR W11-1)R` h11N EMBED 9 2 12 7 7 12 6 12 4 6 12 5 12 4 6 12 5 t' 1 ! 3.0n11 PSI. cot rig. 1E) 112 12 5 6 12 5 12 6 6 12 S 12 1 . 6 12 5 2 0 0 12 4 6 12 5 12 1. 6 12 5 1 2 1, 6 12 5 (.0 12 12 17 12 7 12 11 10 12 5 12 4 7 12 4 52 1 2 12 10 12 5 1 2 5 7 12 t• 9 - S 7 3 • 57 12 10 9 12 5 12 4 7 12 4 9• 5 7 3 - 1/1 "m A•,rILEv 72 12 0 9 12 5 11 r 6 11 3 9 ' - 5 7 3 (1VILK_�E1 SCREW .. ._ _. _. .. _. .. _. _._ .. .. ... .. _ WI r,i 1 -1/4" \' MIN. Et 92 12 4 7 12 4 9 '�' 5 7 3 9' -., ' 5 7 3 (1;1111. 0,0001' 7 I. 4011(.11E1E) 112 10 3 5 9 3 9 \. 5 7 3 9 �. 5 7 3 2 0 0 9 \\ 5 7 3 9 '\ 5 7 3 9 \' 5 7 3 4 8 12 12 12 12 12 12 12 12 12 12 12 1? 9 12 11 S 1 62 12 12 12 12 12 12 12 10 12 11 12 7 7 12 0 • O ' 6 7 12 12 12 12 12 12 12 10 12 11 12 7 7 12 0 (14'.A POWERS RA'/L 1.170 -1N A. 1/4 -70 72 12 12 12 12 12 12 11 9 12 10 12 7 7 12 - 0 I W/ 1.1/4, 92 1? 12 9 12 10 12 '7 7 12 0 12 7 7 12 1 EtfHEUMEI11 ___.. -. _. ._. _ _.. .__ -. -_. _ 11.1111. 3,Q00 P 5 I. co'ICPEIE) 112 12 8 8 12 9 12 7 7 12 8 12 7 7 12 8 26 1 2 7 2 g 7 7 12 8 12 7 7 '2 8 J )V N I, �IIINrI ,?110 l ' ' l01 ! r CxJ 9 < I o 6 alp U7 D I � r. I E ‘" i I `\ 1 I C O ANCHOR NOTES: I SEE sI[r l 1) OF 10 FOR COMPLETE ANCHOR NO1ES. 1 v 1 i s . I O Ar 11 MINUM K PIEl_kVICl1 ASSUC17�Tf i, INC, I ` ;D,I eerc of n11 SroRM PANELS i CONSULTING ENGINEERS • PRODUCT TESTING rn _ (1 ' IO - ��l/ Ir1t`v 1K'PPE V. pay v NO 11 -1D p f • N1 1, ).. 4%401i L �(CD (Dr (.1 _.__ _ ---- 1 12fA N, U'l!`ITFSIT( SUITE 1!J • F007 UL,:E7011E z rI cj J i7 r o ..: Lov ryEOInF is ?; ; V71��� = :':!: � .� ,., ( t 1EL. (9•rt)3G22800 • FAQ( . (3-,q 1P1 2389 •FLU1;yA CAA V% __ C�VILJ i t _ 11/�� ■■ 'I GrL 'l•:' "TE NNE I1UH CG'a c AA JJL ✓.�'trEZEYCH CL4 McAr�uF trt (�1i7(aj i U -1 I COP/RIGHT 0 7001 KIlEZEVICN & ASSOCIATES, INC IJ • P,1d19C,' : °CC1_Cis ,4-41- 74.L47 L;.•" r --- --- -- - ----- -- __- - -- - __...._ • GLASS OR DOOR 2" MIN. EMBED / / ' 1 -1/2" MIN GLASS \ OR DOOR SEE TABLE 2• O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" SEE TABLE 2 02 / 1 2/02 09:55 W O w rMBE�' EXISTING CONCRETE, HOLLOW BLOCK CR WOOD FRAMING -1/4 "(t0 RAWL CALK -IN p 4" 0.C. W/ 7/8" MiN EMBED. IN CCNC. OR HOLLOW BLOCK — 1/4" -20 STUD & WINGNUT . PANEL TO ANGLE CONNECTION 12" 0 C FOR PANEL s B' -6" AND 6 0 C FOR PANEL LENGTHS GREATER THAN 8' -8" 4a: CONT. x E J ( '- DETAIL AE / 1 ASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT ® C -TRACK ASSEMBLY - INSIDE MOUNT SCALE. 3" = 1' - 0" OR 000R-1 GL ASS b d _ — SEE MIN, SEPARATION' 1" x 2" FROM GLASS SCHED . 2- " x 2.. "x 0 055" 6063 -T6 ALT"' TUBE TABLE 2 2 "x5° OR2x1.OR2x6 P T WOOD BLOCKING ,c TABLE 2 X1/4 - 0 MACHINE BOLT p 6 0,C 1 1 LU `1/4"0 RAWL CALK -IN '716'" 0.C. — 1/4 -20 MACHINE BOLT W/ 7/8" MW. EMBED. IN CONCRETE & WINGNUT (71 12'" 0.0•;- OR BLOCK OR p 6 " 0.0. FOR PANEL LENGTHS GREATER THAN 104". (TYP. TOP & BOTTOM) NOTE: 1, THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL, 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD -OUT SCALE 3" = 1' -0" wl J I C] I < U a x : E TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH 675" x 675 - x 125 ,SQUARE HEAD I \ / — 5/16" I D. AND 1 / 1/2" 0 D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 /.1/16" NUT (GALVANIZED) MIN. r C -TRACK ASSEMBLY - (BLOW UP) SCALE. HALF SIZE -- I� G L ASS OR 000R 4 a. 2 x3' 2" x 4" x 1/8" 2 "x5" 6063 -T6 ANGLE -- FASTENER, SEE ANCHCR • SCHEDULE REFERS` :CE CCNN'ECTION "TYPE 3" — EMBED / s- - -;_ti- :-t / �\ ! / — " -- 1 1 5 CCNT - 1/4 -20 MACHINE BOLT & 'WINGNUT CI 12" 0 C CR 6" 0 C FOR PANEL NON - STRUCTURAL, LEN'GGTHS H4 ( TOP GREATER & BOTTOM ) AN 10 ". 2 -1/2" "— EXISTING CONCRETE, 6 HOLLCW BLOCK, CR WOOD FRAMING AC STORM PANEL BUILD -OUT 5C ALE 3" = 1' -0" USE \L'. '4TH i 1/4 -20 x 3/4 MACHINE SCREW WITH .675" x .675 " x .125" SQUARE HEAD_ NOTE THIS DETAIL MAY 5E USED AT TOP OR BOTTOM CF PANEL l J� • '� -,cj2)0 FINAL LOCATION OF STUD u ApproleJ u ccmpi■ing hitb the Florida Riding Code DaO3 /21 /ZG�p2 t - Q413'QZ Miami Dade Prodgd Control D ivisP io By � a ��� - :p ....17 C -TRACK ASSEMBLY (ISOMETRIC VIEW) N 7 S , -1/2" 0.D x 1/4" i 3. x 3/16" NYLON BUSHING -. (, OR 1/4 -20 S S. `i'.JT (T``P ` J' 1. ila' 9 20g 03/06/011 �._— —. 'i Or•vn OY isTss, n D Uy V i,[ ; V JK _, r - — Of•ring no �_ 00-380 i1 I— sheet 6 of 10 _ j EXISTING CONCRETE, ,/ / HOLLOW BLOCK, OR `.tiCCD / FRAMING (SEE ANCHOR /__ /- - SCHEDULE BASED ON TYPE j OF STRUCTURE! EMBED 1 / 02/12 Or) 54 SEE TABLE 2 -- a GLASS OR DOOR 'a 1/4 -20 5 S. BOLTS W/ WIr.GNUTS Cf. 24" 0.0 MAX. (TYP,) j ANGLE MAY VARY L \ 6' AY. O ALT. CORNER DETAIL SCALE : 3" = 1' -0" (MAX. DESIGN LCAD _ 61 P S.F ) WALL MOUNT SCALE 3" = 1' -0" 1/2. 6" 5' = - — ,A 1/4 -20 STUD x 2" x 0.125" CCNT. TC x » x 0.125' 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0 0478") GRADE 40, GALV STEEL ANGLE .-- .-NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD ELCO (T V A S I PANELMATE FASTENER, SEE ANCHC.R SCHEDULE BASED CN CONNECTION "TYPE 2" 1/ 4" MAX r I y m 6' 1/2 _. , INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1-1/2" = 1' -0" " /8 "0 HOLE FOR FASTENING PANEL 2 .. x 2" ALUM STUD ANGLE SCALE 3" = 1' -0" 12' GL ASS OR DOOR - STORM PANEL INTERIOR FASTENING (ISOMETRIC) SEE TABLE 2- -' Irl 1 / r / i . M —PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGN'JTS FROM THE INSIDE —4-1/4-20 S.S MACHINE BOLT AND NUT CD 12 "0C \-1/4 0 POWERS CALK-IN 4" 0 C. ;./ 7/5" M:N EMB INTO CONC. CR HOLLOW~' BLOCK - ( 2)2" x 5" x 1/5" CCNT ANGLE 6061 -T6 ALUM NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD s 72 P.5 F O EDGE MOUNT DETAIL SCALE 3" = 1' -0" ` 5 " x 3" x 1/4" ALUM. A N 1/4 " -20 STUD / W, NUT CD 6" 0 C FOUR 1/4 "m POWERS r i 2 " x 3" x 1/5" CALK-IN ANCHORS W/ . • I ALUMINUM ANGL - _ 7/8' MIN EMBED. �II IN CCNC 4" O.C. INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N T.S. SEE TABLE 2- EX CONCRE T - HO'LLC1:' BLOCK, CR '..'COD FRAMING GLS OR L`CCR - - , 5E0 TAE 4C 2 Er i / / ;MAX DESIGN LOAD 72 P 5.F O "PASS THRU" DETAIL SCALE . 3'. = 1. -0.. FASTENER SEE ANCHOR SCHEDULE • ;T RE ERCN_E CONNECTION "TYPE 2" n � 1 1 MAX. 1, r __b- -1 A , 1 ' / NOTE: 003 BLOCKING LIMITED TO MAX DESIGN LOAD OF 720 2.5 F HEADER MOUNT DETAIL U SCALE 3" _ -0" 6 2 x 2" x C93 "X. AL LM, STUD c1 ANGLE 8 4 - MAX 1/8" TI; A: E 1•ISH NIAT[PIAL 3/4" PLYWOOD 2" x 4" x 1 /3" CCNT ALUM, TUBE (6063 -T6) 1/4 "o POWERS CALK -IN CO. 6" O C. WITH 7/5" MIN. EMB. IN CCNC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW CD 12" 0 C. W/ 1 -1/2" MIN. EMB. IN WOOD. 1/2 "0 THRU BOLT (ASTM A 325) Ca 12" 0 C. —1/4"o POWERS CALK -IN 12" C.C. WITH 7/8" MIN. EM3. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW C> 24" 0.0. W/ 1 -1/2" MIN. EMB. IN WOOD —2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -76 b I 1 •' x x ., 055 6063-76 ALUM TUBE 2 .. x x OR 2" x CR 2" x 6' P T ',,'COD BLOCKING ON 1 J —J u ' z'. —J Qi AFproseJas compl\ t1 KI;hthe Florida BulJing Code Dctet ^3 /Z 2 l N'0A$01 n;13'4> INSumi Usti: Product Control Uh n By ) vi to =i o ` � II , - I 1,;0 e o1 ^'. I V.J. Kr EzEy;CIV ,rrQ,ESStONU);.4NG' 0 o t =t_ !-I .4'nf.- No: • 1 FE' ' 983 in 2002 02/12/02 09.54 SEE TABLE 2 OR DOOR ) 1 EMBED 1 ' I � t GLASS OR DOOR— SEE TABLE 2 CONT. 4" x 250" ' ALUM. PLATE OVER/ WOOD MEMBERS t4 THREE 1/4"0 WDOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. 24" 0.0. MAX. \ } 1- 1/21-1/2� I ) I , 1 /-- 6 ‘ 43'CONT ±-:1 / r I — FOR WOOD BLOCKING USE 1/4 "0 5.5. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING p 12" O.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO (al CENTER OF STUDS LOCATED 24" 0.0. MAX. 1" x 4" x 0.055" OR '' & ONE 1/4 "0 THRU BOLT ',J/ ACCESS HOLE 2" x 4" x 0.055" ALUM. \ \ (1 MIDWAY BETWEEN STUDS. TUBE DR 2" x 6" P.T. i — TWO -1/4 "0 S.S. LAG SCREW (7n WOOD BLOCKING 24" O.C. MAX. 'V/ 1 -3/4" PENETRATION IN CENTER OF STUDS x THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE . 3" = 1' -0" /' —\4D0D ROOF TRUSS OR FRAMING MEMBER 24" D.C. MAX. 1 I .E 1. S TUCCO FINISH CR / E'< PLYWOOD SCFFiT • i - 1/ MAX. • - >y 14 SMS BETWEEN 0" TRUSSES (I 24" O C c- - \ / CCNT. N SOFFIT CONNECTION DETAIL SCALE : 3" = 1• -0" GLASS CR 00CR SEE TABLE 2 — ! EMBED. (TYP.) r- FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1• (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (rJ 6" OR 12" 0.0., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) x J EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) WALL MOUNT SECTION, (DIRECT MOUNT -' i - SCALE : 3" = 1' -0" THREE 1 /4"o WOOD LAG SCREWS '"'// 2 -1/4" MiN. EMBED. p 24- G.C. MAX. PLACE ONE FASTENER THRU HEADER GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 TUBE (6063- . 6) ----'' 11.SM5p "C.C. BETWEEN TRUSSES! 24" O.C. GL ASS OR DOOR —!' SEE TABLE 2 i (MAX. DESIGN LOAD w 0 EMBED.' (TYP.) = FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1' (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY p 6 "'DR 12" O.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE 3" = ACCESS HOLE 4 (TYP.) CQN - I w . = 56 P.S.F.) 1/ MAX. O ALT. SOFFIT CONNECTION DETAIL SCALE : 3" 1/2 OR 3/4 MAX r 1.. w J < I W J \ -1/2" TO 3/4" ALUM. SPACERS (1" 0.0. 7/15" I.D.) EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ION TYPE OF STRUCTURE) / \ 2" x 5" x 1 /B" ALUM. PLATE A // \ (5063 -T6) INSIDE EACH SIDE. / I I // FASTEN W/ B # 12 SMS OR -- / 3/16 "0 POP RIVETS EACH o , / SIDE AS SHOWN pr. 1" 0.0. / \ 1" x ALUM. 4" TUBE t .I SEE TABLE 2 1 i II SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1' -0" WOOD ROOF TRUSS DR FRAMING MEMBER (:D24" 0.0. MAX. ' ,' ` 2' \ _ // C J- l— S ;�; /�•, / z«S UCCO ^IN,SH DR • �-- , I ✓ I - ; w PL Y'r/COD SCFFIT 1" x4"CR1 "x6 ", t'n_ - II .062' CONT A LUM. 1 : Apprvwcd u compty(og with the Floridi Bciding Code DoteO3 /21/20 2. NOA001- • nZ- Miiml Dade Prod:LI Control D Ms' Dy MBA "T VP. S u 0 N w NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. © WALL MOUNT DETAIL SCALE : 3" = 1' -0" 'I GLASS I I / DOOR /tom / . e 1 `8 i X F ASENER, SEE ANCHOR ` SCHEDULE REFERENCE CCNNEC'i0N 5" FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 5• —C1, OR ,7a CONT EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING 1/4 -20 MACHINE BOLT E. '- /INGNUT p 12" Q.C. • FOR PANEL LENGTHS ' LESS THAN CR EQUAL TO 104" AND 171 6" C.C. FOR PANEL LENGTHS GREATER THAN 104 ". SEE TABLE 2 NIAX. DESIGN LCAD= -51.0 P.S.F. C BUILD OUT SECTION TYP EDTTOM! ALA 3 " `. 2 Zi w z �a Q b O CD u/ O L I g :I 1 1 V.J. KNEZF YnOrESsiot. FN' I I IHFL LI 11 PE an No: 983 2002] 3/06/01 or•-" by I AS NO1r Ji AV i •. , 0n Df T7 x.0 D sheet 4 at 10 V,K dr.v np n. 00 -380 J 2/12/ 2 09:53 OPTIONAL SEE GENERAL NOT; 7 O WALL MOUNT. ' /L" "AX EXISTING STRUCTURE © TRAP MOUNT WIDTH UNLIMITED IPERP TO PANEL SPAN) TYP SECTIONSr- TYPICAL`VERTICAL MOUNT ELEVATION NT - '� OPTIONAL SEE GENERAL NOTE 7- TOP MOUNT !PLAN VIE'r! Tx � �I OPTIONAL STEEL '. BAR ON OUTSIZE OF PANELS - SEE GENERAL NOTE 7 — BOTTOM MC,UNT EXISTING STRUCTURE - " JrT;C^: SEE GENERAL NOTE 7 - 1/ 1." M AX 1 { — 300 O TRAP MOUNT O FACE MOUNT 1 CO" 500' / -s - -' 625' O (TYPICAL TOP & BOTTOM) F- .ST_NER 12' 0 0 SEE ANCHOR SCHE:.ULE FOR ANY ACCEPTABLE ANCHOR 1-1/2"/ / I MIN 07 ; ALUM AN CLOSURE PIECE ;'/ j'/ STRUCT'�RE 1 ' x 2 ' x . 1 2 5 " MIN T O / �� /; 2 "x5 "x 125" MAX %— E M3 1/2' MIN , CVEtL P� OPT;CNAL SEE NOTE GENERAL TYPICAL CLOSURE DETAILS (PLAN V IE / /s; SCALE 1-1/2" - -0" 'pax SEE STORM PANEL SPAN SCHECULE TABLE , + +OPTIONAL STEEL BAP J ON OUTSIDE OF PANELS SEE GENERAL NOTE 7 -- PL ANr VIC I.IJ z' c, w = r Z G IZ P d 3\ • o F- HORIZONTAL '` MOUNT ELEVATION N T S C? TI0NAL SEE GENERAL NOTE 7- - 111 a' SIDE MOUNT •2' C C SEE AN'_ S� !-EDU_E ANN ACC-CP ANCHOR 1 -1/2 ", M N 11 O C -1/1. V. A>: TYPICAL BAR ATTACHMENT ....0 C ,.Y ,:-iE,'. ,'1 RC ED 0E ACC T IO.. / AL'Jm ANGLE CLOSURE PIECE x 2" x 125" M;N TO 2" x 5' x 25' MAX 1 , / / / „ LXISTIN3 STRUC T L A',pro hi as complaint µith IOC 0, BUILD -OUT Florida Bu iegrode NOM Y,itei Dade ?rod ad Control Di "' i iC L i S �rpp 4 „?1 SEE GENERAL By �U / / / ' :CTE 7- S ■ ^_ 1 Ln T V Z w ai $4IC 2 Z J 7 u . 0 O0 L7 N f 0 ,Q C J y sea ft 00-380 ` sheet 2 o f 10 LABEL LOCATION 0 02/19/02 15:14 125" (TYP) X0O" MAX. ANGLE SCALE : 1/4" = 0• -1" 1250" 12 00" COVERAGE ALUMINUM STORM PANE SCAtE 1 /4" 0" ALT. STUD DIRECTION- ' /4 -20 MACHINE SCREW o � / STUD 6" OR 12" O C. 0 oi c� 0 1 .129 (TYP.) • 5.00" MAX. 0 STUDDED ANGLE SCALE : 1/4" = 0' -1" LABEL LOCATIO 1.0312 ALUMINUM a HALF STORM` PANEL SCALE -1 /1." = 2 015•• 537' TN% - j .800• . 6 00" COVERAGE 9 065" 2j00 "J r O ANGLE SCALE : 1/4" = 0' -1" GENERAL NOTES: 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS. 3. PRODUCT MARKINGS SHALL BE WITHIN 1 2" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4, STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -DADE COUNTY PROTOCOLS PA 201, PA 202, AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 96 -014, 00 -050 AND 01 -027. 5. ALUMINUM STORM PANELS SHALL BE 5052 -H32 OR 3004 -H34 ALUMINUM ALLOY, 0.050" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 6. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STP.ENGTH. 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN CP i'IONAL 1" x 1" x 18 GAGE (t= 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 104" OR LESS, AND THAT THE SEPARATION FROM THE GLASS IS 2 OR MORE BUT LESS THAN 3 -3/4 ", STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS, AT MIDSPAN, WITH 1/4 -20 x 4" BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. 8. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. 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. 10.AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE L BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". -093" - :050" ©I .090" (TYP.) 7a ).125'1 O "h" HEADER SCALE :1/t." = 0' -1" SCALE 1/4" = 0' -1" / 3 G00" / Nc- 1 o I \p TYP. 93" TYP. o \- r 0 0 0�.- ._._` 1/4 -20 MACHINE SCREW o I lll i3 " 0" " ST 2O 0 \- " 2.00 4�l N I STAINLESS STEEL �! \ •� ST- 1 2.00" N � I I D C. U D c� 6 "OR 12 " ALT. LEG DIRECTION O STUDDED ANGLE of SCALE :1/4." = 0•-1- 6a Z -STUD TRACK SCALE SCALE: 3" =1'- 0" ALT. STUD DIRECTION 18 GAGE (t= 0 050" MINI GALV. STEEL GRADE 40 i. "F" TRACK 7b BUILD -OUT "F" TRACK SCALE :1/4" = 0' -1" SCALE . HALF SIZE • 1 00" .. T- Y 375 X313"!.660" +.188" .375' R . 0 ) ` u" .215" 090_ ;; • �a m ` .088" N TYP, .092" (TYP )) ;-,IN u. N �I � t- J 1.520" 1 I� o tPi r ml 0 r- N • 2.063" y! • 2.346 "1 J 890" 500 I H C90 060" i'- .315" R SYM. 250" 3.375" MAX. 0.125" .165 - J v ;.650'• - '1 -C `' 1 320" 375" 2 250" 1 , 062' 1 - 7 P) -R .250" ,_2 053 "U" HEADER .0851. I o' N ! 05; 215";_, ZAMAC WINGNUT SCALE : HALF SIZE App rorcd d corn pl)fag n its the Florid' Beldie Code DateD3 /Z.i 732.. noAr�l - ._ ML Dade n P , n Coa Rh'• I / .890 "� � - I 09C L'1 l 2. , s 1 .090" I 15YM o ;,eso 060 ,o f ' 3 00 MAX - mot 120:1 125" 2 2.020 "� C BUILD-OUT "U" HEADER SCALE :1/4 = ti 0' -1'• 'I 3 125" 650' SO 1/4 -20 x 3/4" MACHINE SCREW .101" C94" • . 375" rnl X15 -• 2 250" r I .091." 0: 062" O "E" TRACK E : 1/4" = 0. -1" )-563 "a 20 GA GALV. STEEL P.. 036 ") GRADE 40 OR 0 ALUM ALLOY (3004 H34) KEYHOLE 10 WASHER SCALE HALF SIZE OPTIONAL STEEL BAR ( - 1 - C" TRACK (FINISH) "C" TRACK SQUARE HEAD MACHINE SCREW 2 � 4 ` SCALE : HALF SIZE SCALE HALF SIZE �� SCALE HALF SIZE N T S L O j V.J. KNEZ 'VTC1t sorESS'G L r NVINCCR FL L P I SI 7 trt u U u Nu: 41 03/06/01 1 As..OTCOfL Av) EUrpn Cy i cY, ( VIK �� V /KI Of• ring no 1 0 0_380 sheet 1 Or 10 --1 t 1 7 - 0 ,- .71 ■ to Cr. —9 Jo ■ C) " 4 -kw WA° o \ L - C- ' arS 0 s I 7 -tele • • 3 6' Aeruci., t I C n .: k T'e 1 .1...c.":?,;Q......:‘,,...y,„;:\ • FMcce,i,t) C " 01‘kr-r.C.tc ‘tiM C a Nfi o "1 k II -----%-; ':, .----- SW:0 0 10 e i - C 'ji ( .71' - 9S) -11 ?..*)f."7 .1•31C..P..1•Jf-;..:,..l.., rve... r ,...\ ?,,, s .-_.- - r 0 k"7 K,..•". V - ( _ -.- ,-.. 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