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PLANSPLANNING BOARD AGENDA OF OG /ZI ITEM NO. .Name of Owner /Applicant t ab (1VO Phone No. cip —1 T Address of Property, and /or Legal Description MI ' A ' mrSVY5 Stabl'M Nature of Request APS'OCOV1Nt- CT- 1 4 1-P 5 4 I )4*\h/ lk ID CSC` . Present Zoning R, Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances/ bVT KAS (0,95t M) )4r Mt5M RraCO , 7 t Council Action Required WS Date of Applicant Notification UD MY5 Council Action 4 trIk 2 R 1\)15)4 Planning Board Action iami cShores11llage F L OR ID A Director of Building and Zoning 0 .y J ? �OC/.77 \ON SKE - 7C2 -k SU R iE OF S u apt Vc \• S \AOP � E.S V l orac Cry \NMY,FL-MMN. RECORDED HA PUT BOOK ZI,PAGE 91 OF ME PUBLIC RECORDS OF D/aM COUNTY, FLA.. NOTES' Lands shown hereon were not abstracted for easements and /or rights -of -way of record. Containing V554 SQ. Fr. ot; 0.1596 ACRES MORE OZ LESS. SURVEYOR'S CERTIFICATION: We hereby certify teat the attached "Sketch of survey " of the above described parcel of land is true and correct to the best of our knowledge and belief as5urvelfed 10- 31- i5Fllpdafed, 9- tc- 85,under our direction and complies with the minimum technical standards set forth by the State of Florida Board of Land Surveyors FORTIN, £VY, SKILES, INC. By: 1-1-lef7/627-;;14X---- FiLs Fortin, Leavy, Skiles, Inc Consulting Engineers & Land Surveyors State of Florida ❑ 855 South Faderal Highway / Boca Raton, Florida 13432 0 180 Northeast 168th Strut / North Miami Beach, Florida 33162 Dade 653 -4493 / Broward 463 -7180 / Boca Raton 395 -7378 aniel C. Fortin, For The Fir Registered Land Surveyor "NOT VALID UNLESS SEALED" c . 4 3 2 N.E. \0 2 41:2 gv. Dote P s Scale Job No. Dwq. -16- 1 85151S 15 -157 P.C. Is.os' F. Vz." PIPS ( I.5' DEE P) C.N. 2:1 1 -20 x Fd, i /VPIPE �GK, 85) \, • POLE 40.00 0 fri 4 . 5 c0 r t iZ • PIPE (-\6- s ) NOTE: 1 \ ELEVATIONS SHOWN IN FEET REFER TO U. S. C. & G. S. MEAN SEA LEVEL DATUM. rd, 1'2" FIFE C 6R • - 85) 0 .t\) . 2._D-2321 P . i 113. • ! p a d` �_, 144 704 • 1.0VVEp ON SHE /E0OR EEE Air,64 '• 4 s: • ..• 1$; • • - - 4• " •'' • ' . • • 4, ; • ; • ' • • - ' - g - i$,Ek'r.. OF ,gNifigoNNiturAi; g 6 rcEsouiwEs M • . . MTROP0TAWDADE COiJNIY. ENVIRONMENTAL FA 11,1 TiES AF4 5 1t#VED . 9• 6 , • r" •-• • . 7 •••,- ;: -"- • ";.": 1 1, • , t - .7 "" • , ' - '"" ' • 114 A eq „ •- , '1 , •• ■.c;`;! „ ,f , • 4 4 t • A/ basement) 15,1SIO c VEN • ,• t * ,' " 71 3/4 1 , , 7 / . , ,, - - —,, , , , -, -1 - - r : 't„ , ,- ' • • LOCATION MAP o— r— 1119 .:44: I�- • (N'h 03e. ,Sec S'33 CERTIFIED TO: / N. E. 17/0/ E 5 MR. ANDREW MURPHY • S' 0 e. P .7• Q0 . • r / 5 C�r to TT 9 . DATE ORDER DRAWN BY FB SEPT. 20, 1991 99152 J.L. 52 - NOTE: No VALID UNLESS SEALED W TN AN EMBOSSED SURVEYOR'S SEAL J. F. LOPEZ & ASSOCIATES, Inc. LANG SURVEYORS . LAND PLANNERS . CONSTRUCTION SURVEYS. I HEREBY CERTIFY: That a S Me foregoing caption has the minlmun technical stan Professional Land Surveyor tret!ve Code, pursuant to I FURTHER CERTIFY: That th sentatlon of such Survey, an my knHoledge and bellef, a except as shoHn hereon. 555 East 25th sr., suite 212 Hialeah. Florida, 33013 (305) 896 -1822 836 -b937 Fax: 835 -0754 'JOSE F. LOPEZ, t CERT?FICATE•3086 SiATE OF FLORIDA . Fun THE FIRM w�. N.E. IOI STREET . 454 44' '�csr WE5f 9305 100 61 STREET urvey of the property es described In been made under my direction and meets dards set forth by they Florida Board Of s in Chapter 21 -HH -6, Florida Adminfs- secticn 472.027, Florida Statutes. Is SKETCH OF SURVEY Is an accurate repre- d It Is true and correct to the best of rid that no vlsible encroachments exist, f tS co 8u'. t77 Vi051 41?t0.lY :or iOt 7 t5 AlltY THIS IS A BOUNDARY SURVEY SOURCE OF ELEVATION PROVIDED BY DADE COUNTY SURVEY DEPARTMENT, — RELATIVE TO MEAN SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM. LOCATOR INDEX BENCHMARK NO. ELEVATION 3250 NE 8 -26 12.04 Ft, BM IS A BRASS BAR IN CONC HANDRAIL BASE AT SOUTHEAST CORNER OF BRIDGE OVER BISCAYNE RIVER CANAL. NE 104 ST ( APPROX) 20'± EAST OF C/L OF BISCAYNE BLVD. THUSLY INDICATES ELEVATIONS BASED ON MEAN 8 SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM. FLOOD INSURANCE RATE MAP INFORMATION COMMU NITY NO. A N L FIX DATE OF FIRM FIRM ZONE /25098 0093 //- o4 - 87 1 -E LEGEND OF ABBREVIATIONS: C.B.S. C.L.F. CONC. = A/C 0/H PROPERTY ADDRESS: 1110 N.E. 101st. St., Miami, Florida. CONCRETE BLOCK STRUCTURE CHAIN LINK FENCE CONCRETE AIR CONDITIONING OVERHEAD CENTER LINE NEW GONGTRic SKETCH OF SURVEY SCALE: 1"= 20' �— 204 / /soS / S LEGAL DESCRIPTION: Lot A of "WEEKS SUBDIVISION ", , according to the Plat thereof, as recorded in Plat Book 71, at Page 91 of the Public Records of Dade County, Florida. tiR f 'J /V E'• /o /sr 0 Aao/RP6 a cde° BAS L L V. /9' 0./c40/- / °44/ /oe'e4; / S / L/ ��1' 22 PoVein e, 7 4 /-r 045' 0 cle 780 2/' 22 30' ,; ta ,//9a, E6 p 2577' A STREET ,90' 00 n / 'C/PLJ/- 7 Ao /yeec /0 Po ve/n e ,,7` E ro 24 X 31 PRATED ON NO. loom CLEARPRiNT • I55( 6 11 4 X 4 \ /4 riK TELL 0 T 32' 2 FLOOR PLA A -* ;vs* •• • - ri r ‘ I._ / 5 , 1 1 x NT: 2"x 8" ,J 01 r CC. 12" •AL' r 3G " " /,-)" C :=c EXISTOJG RESIDOICE E X 1? BoLrs O.C. 4 X I 0 ■ E r itqc- / cc,Ivc. EL 0 ... K in)/ • dor t_rt • ...Am, EX / 11 I 4 " < (-) L Y 0 < e' r : FASrEN TO L.3 A ti PLATL T/-; PL' P L r, 4i F 6' pv /4"s 1 / 1 , • 1 .41. 1 ,4.. I A L M - I L 4 1 0 „ _ 4 -1 3/4 I , C 1/ E i -- itt / 4 5 7 A N CH:? 1..1 / ■ 8 / 30( /-K, SI EEL COL_ j TV • 1 L 1 (",. 0 , , , /1/ 4 E A Y 0 T r", /4 A 1 rN\ - tt:d ( (o'" • • • , j A A (.) .0■001.•■••••••■■•■•■■ SCALE: //ti. 1 OAT : G -2 5- PATIO APPROVED 0 f3Y : DE ic C QN # A 1/ f S ci ORES FLA , REV IS IL° CIRAWN BY L ROOF. ADDITION ORAW INdUUM BEA ' O . — sw; rch . 7 L 1 "3 1 ' rS .. 1 ,-- 7 i ---.- _ -' i I l I :: /1 *1 i h G Cc ;,.., .,-- st_ ,,..\ t ..,EL _-_ ... E ro 24 X 31 PRATED ON NO. loom CLEARPRiNT • I55( 6 11 4 X 4 \ /4 riK TELL 0 T 32' 2 FLOOR PLA A -* ;vs* •• • - ri r ‘ I._ / 5 , 1 1 x NT: 2"x 8" ,J 01 r CC. 12" •AL' r 3G " " /,-)" C :=c EXISTOJG RESIDOICE E X 1? BoLrs O.C. 4 X I 0 ■ E r itqc- / cc,Ivc. EL 0 ... K in)/ • dor t_rt • ...Am, EX / 11 I 4 " < (-) L Y 0 < e' r : FASrEN TO L.3 A ti PLATL T/-; PL' P L r, 4i F 6' pv /4"s 1 / 1 , • 1 .41. 1 ,4.. I A L M - I L 4 1 0 „ _ 4 -1 3/4 I , C 1/ E i -- itt / 4 5 7 A N CH:? 1..1 / ■ 8 / 30( /-K, SI EEL COL_ j TV • 1 L 1 (",. 0 , , , /1/ 4 E A Y 0 T r", /4 A 1 rN\ - tt:d ( (o'" • • • , j A A (.) .0■001.•■••••••■■•■•■■ SCALE: //ti. 1 OAT : G -2 5- PATIO APPROVED 0 f3Y : DE ic C QN # A 1/ f S ci ORES FLA , REV IS IL° CIRAWN BY L ROOF. ADDITION ORAW INdUUM BEA ' O . _ T dFr F_ 1 \1.J -----"". �- swlrcli �� LI,I- /rs \ c.1 J -- E/1. ( ..f thG CCNC St. 2`k 8' �. G 4 EXI..J r •ro REMAIN 15`X 6'' - .^-zx V✓ E ti ■ 4 "X 4X I/ d r HK ST EELCOL UMry 32' FLC� PLAN �.T- ,°.-.:r..�_._..^ - -' a�: _•- 1 c r • P i [ / 5'x o r 2 X8" J01ST 2'O.C. Extsru RESIDGI'><cE 2 EXT? BOLTS 3 O.C. - 11 1 ExIs / CONC. EL 0( K BUILDING WALL /_ J6 " .3G /2'' CONC. rCCTII' 12 „ r L 0 ✓1✓I E 4 / /\ l0 " TIE 2'X 8" EXI 7INC, iA1OO F. 1 _ 5/8" C 27)X PLY W 0 D / 1 / 2 X F r S1t 3 E_ PLY 0(:F 4" iC ! ;`- / FASTEN TO BEAA1 PLAT 5/r; " D T ; PLY >',10C' SECDwi .; A 3/4 SCAI_r_ // Th<, S/ l.._LL COLUMN E X15 7 — 12'X l�.''.� , s r c /2" L 'N/, 4 -' # E ACH NAY ROT G, /. , Z/4 AN;? C_ 5 /, L 4' LING ,N 1 �- , HK. . I Y O icy - S FI r / /1 /'C' 0 i) I JAMES DEN T /CO CON SCALE: //1.. ; /i/ �) DATE: G-25- 92 APPROVED BY : PAT/O ROOF AMirioN WC NE., /0I s M AMI >i /ORES, FL4 DRAWN BY L.L. REVISED ORAW IND NUMBER ONE P.C. IS.oS' Fd• t�2' PIPE ( I.5' DEEP) 9 -1� - C.N. '2 1 -20 Fci, Ir2 "PIPE e e, (.` -1 4- 85) POLE 2 ''/FZKW NY X8 .00 0 .5 /- 2 0 40.00 � r - d, yz"PwE -\6- 85) 5 NOTE: ALL ELEVATIONS SHOWN IN FEET REFER TO U. S.C. & G.S. MEAN SEA LEVEL OAT(JM- rd, I'2" pipe e6K - Lc.-8S) O.N. zS32t FORTIN, NAVY, /SKILES, INC. By �� ;ay�ek.% "NOT VALID UNLESS SEALED" aniel C. Fortin, For The Firn Registered Land Surveyor State of Florida =,t - OF e) CD t U t D kCi ) m\/ \-A\ csJNxx,F\-mon. RECORDED tt1 t'LM EcOK 71,PAGE 01 OF - ME PUE3L1C RECORDS OF DAVE COUNTY FLA.. COTE Lands ds shown hereon were not abstracted for easements and /or rights -of -way of record. (onfainnq G' 54 50• FT. OK O. I 59 ,CIZES MORE oR LESS. SURVEYOR'S CERTIFICATION: We hereby certify that the attached "Sketch of survey " of the above described parcel of land is true and correct to the best of our knowledge and belief assurveifed Io - 3t - 1sitipdoted, 9- (6- 85,under our direction and complies with the minimum technical standards set forth by the State of Florida Board of Land Surveyors. Fortin, Leavy, Sidles, Inc Consulting Englne.rs 8 Land Surveyors CI 655 South Federal Highway / Boca Raton, Florida 33432 160 North.a.t 166th Street / North Miami Beach, Florida 33162 Dade 653 -4493 / Broward 463 -7160 / Boca Raton 395 -7376 Dote P S 1 Scale Job No. Owq. No. -16 -85 t "30' 1 8515 115-157 1 • LOCATION MAP '� Hw Goc,Sec ssj ez . /' Q' 6 / V 94' v J' a O • 4 ti / Ci / / 'S: 14 CERTIFIED TO: DATE 1/an. 23, /9 555 East 25th St Suite 201 Hialeah Florida 33013 1305) 836 -1822 836 -0937 N: E. '7/ o/ E ns1 a.r28�nG P 7) I Ati's6le: '. E -s' D o s , • R' 25 t• Arc ? ?.35 r.1t.» r ?' 20 eAs. 51 Ccr 1oi 5. 1 155 C 'y / a N. 1001.1. STREET c" Doi/ / o/ Cr4 ye/7 ORDER /BG J.F. LOPEZ & ASSOCIATES NOTE: NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. DRAWN BY ✓. c. FB 5 5 N.E. 101 1;,‘ STREET Wear NIES1 Professional Land Surveyor No )046 Slate or Florida 93 0s tAST ne. jG t.1osr 1A,'Laiv cor tots 55 ALItY LEGAL DESCRIPTION: K ! q e Co.: oy G Bu'.171 LAND SURVEYORS • LAND PLANNERS • CONSTRUCTION SURVEYS I HEREBY CERTIFY That a survey of the property as described in the foregoing caption has been made under my direction. and meets the minimun technical standards set forth by Florida Society of Professional Land Surveyors pursuant to chapter 472 027 of Florida statutes I further certify that this Sketch of Survey is an accurate representation of such survey. and is true and cor ret to the best of my knowledge and belief. and that no visible encroachments exist, except as shown SKETCH OF SURVEY SCALE: 1"= 20' NE. /O /sr STRELs'T 22 po vemeo7 �- 2704' - ' 1145 ' SOURCE OF ELEVATION PROVIDED BY DADE COUNTY SURVEY DEPARTMENT, RELATIVE TO MEAN SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM. LOCATOR INDEX BENCHMARK NO. ELEVATION 3250 NE B -26 12.04 Ft. BM IS A BRASS BAR IN CONC HANDRAIL BASE AT SOUTHEAST CORNER OF BRIDGE OVER BISCAYNE RIVER CANAL. NE 104 ST ( APPROX) 20'* EAST OF C/L OF BISCAYNE BLVD. Sf THUSLY INDICATES ELEVATIONS BASED ON MEAN SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM. Lot A of, WEEKS SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 71, at Page 91, of the Public Records of Dade County, Florida. The F.I.A Insurance rate map revised on Jan. 5, 1984 , published the United States Department of Housing and Urban Development, delineates the herein described land to be situated within Zone A.14 8A SE FLOOD SZEVs1 T/O,t/ s A9.0 Sef'ge6 ar CSs 27' ,"or, -u/o y l �aa c, ....>- ' ? 78.00' 27.25' .Q 4//33' Q 5,33' 25. 73' ■ N N a 0 t. p 6.63' ks r � Vl k k L 2q.8 2' I 9.92 9,65 5 tia 40001 ° ! e /5' A L L E y /O p0 Vern e,27 COMMUNITY NO. PANEL NO. SUFFIX DATE OF ARM FIRM ZONE BAS L L V. /25098 0093 // -04 - I-6 B o' LOCATION MAP G Nw Cor.,S¢c.S•S3 42 / / / v / , O ,4 �� / cD / .j A f CI> / CERTIFIED T0: MR. -DATE SEPT. 20, 1991 II ),':.a: N.E. 17/ O/' GnsT 9'1 2 0 moo 0 & NOTE: Nor VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL • / • 0 N.F. IOIs?' STREET L — _ 5,E Car to T 9 . /34 s r 0 . WES1 93n5 1OO �; STREET ANDREW MURPHY ORDER 99152 DRAWN BY J.L. FB 52 -5 J. F. LOPEZ & ASSOC I A TES, Inc. LAND SURVEYORS . LAND PLANNERS . CONSTRUCTION SURVEYS. 1 HEREBY CERTIFY: That a Survey of the properly as dascribed In the foregoing caption has been made under ;n/ direction and aeeis the minlmun technical standards set forth by the Florida doard Of Professional Land Surveyors In Chapter 21 -HH -6, Florida Adminis- trative Code, pursuant to section 472. 027, Florida Statutas. 1 FURTHER CERTIFY: That thls SKETCH OF SURVEY Is an accurate repre sentatlon of such Survey, and it Is true and correct to the best of my knwoledge and belief, and that no visible encroachments exist, except as shown hereon. 555 East 25th sr., suite 212 Hialeah. Florida. 33013 (305) 836 - 1822 , JGSE F. LOPEZ, L5. 836 -b937 C ER T I CATE.3086 STATE OF Fax: 835 -0754 FOR NE FIRM FLORIDA iJ 0 CQ. Lat G 8u'. t77 t /i6 3G I.tOST U•'L0.l' L t7 15 Q«fY • • LEGAL DESCRIPTION: i miee6 / THIS IS A BOUNDARY SURVEY 2704 / �- SOURCE OF ELEVATION PROVIDED BY DADE COUNTY SURVEY DEPARTMENT, RELATIVE TO MEAN SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM. LOCATOR INDEX BENCHMARK NO. ELEVATION 3250 NE B -26 12.04 Ft. BM IS A BRASS BAR IN CONC HANDRAIL BASE AT SOUTHEAST CORNER OF BRIDGE OVER BISCAYNE RIVER CANAL. NE 104 ST ( APPROX) 20't EAST'OF C/L OF BISCAYNE BLVD. 8f THUSLY INDICATES ELEVATIONS BASED ON MEAN SEA LEVEL, NATIONAL GEODETIC VERTICAL DATUM. FLOOD INSURANCE RATE MAP INFORMATION LEGEND OF ABBREVIATIONS: C.B.S. C.L.F. CONC. A/C 0/H rZ PROPERTY ADDRESS: 1110 N.E. 101st. St., Miami, Florida. = CONCRETE BLOCK STRUCTURE = CHAIN LINK FENCE = CONCRETE = AIR CONDITIONING = OVERHEAD = CENTER LINE NEW CoNis 1RUCTION Lot A of "WEEKS SUBDIVISION ", .according to the Plat thereof, as recorded in Plat Book 71, at Page 91 of the Public Records of Dade County, Florida. SKETCH OF SURVEY SCALE: 1"= 0' /s/545' s% A/ E. /O /sr STREET 0• de /9' One/56V / Do/e /0.4'Cl4 / $' 22' , 0 0 Veineo7 L 1.0 o f ALIa/M'jo/ ALLEY 4. ha A u4d/ %fi 0,4 6 ' <e/000 46 „ /P/><e Clear _ ( I. 1 1 .49/1 c ec /0 ?O ve/n en7'' I KNEZEVICH & ASSOCIATES, INC.I CONSULTING ENGINEERS • PRODUCT TESTING J 1 1200 N. UNIVERSITY DRIVE. SUITE 180 • FORT LAUDERCALE. FL 131:2 TEL: (954 ) 382 -2800 • FAX: (55) 382 2989 • FLORIDA COA *3205 l WEEISITE. MAY KNEZEVICH.CCM • E MAIL: KAQKNEZEVICHCOM COPYRIGHT © 2001 KNEZEVICH & ASSOCIATES. INC., LABEL .537' LOCATION 0 0 1.0312" 0 .125" (TYP) 5.00" MAX. O ANGLE SCALE : 1/4" = 0' -1" 093" 12.00" COVERAGE 15.269" ALUMINUM 1 STORM PANEL SCALE : 1/4" = 0' -1" ALT. STUD DIRECTION 0 0 0 1 250'j 1.125' 1/L -20 MACHINE SCREW STUD t7n 6" OR 12" O.C. 125" (TYP ) LABEL 537' LOCATION t`t 1 0312 \ \ 0 0 N 0 STUDDED ANGLE SCALE : 1/4" = 0' -1" 5 -Q9" MAX. 1 2.00" (MAX.) 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 12" OF ONE END OF THE PANEL ''1ITH 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 -011., 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 STRENGTH. 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 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 8. BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". 02/19/02 15:14 2 015 ", 6.00" COVERAGE 9.065" ALUMINUM a HALF STORM PANEL SCALE :1/4" = 0' -1" 93" TYP. ALT. STUD DIRECTION -' ? \ k --093" TYP. 0 1/4-20 MACHINE SCREW cs ; � O I STUD (a 6" OR 12" O.C. :13131.660" `a. ( TYP.) .188 7a .093" x-050" 18 GAGE (t= 0.050" MIN.) GALV. STEEL GRADE 401 "F" TRACK 7b BUILD -OUT "F" TRACK SCALE :1/4" = 0' -1" SCALE : HALF SIZE 3 OPTIONAL r STEEL BAR SCALE : HALF SIZE 2.00" °; , 2.265", 1 }, :- .i 088" � TYP, m N • m N i I r- •i 2.663 "I r STUDDED ANGLE SCALE : 1/4" = 0' -1" 1.520" 2.346"I O "h" HEADER SCALE :1/6" = 0' -1" r 3.375" MAX. .092" (TYP ) ,375" R .500" .090" o -,-� ! , 15" ' .215" ,040" I l ,v- -" 315 " SYM. "C" TRACK (FINISH) 1 L SCALE : HALF SIZE .250" 0 0 0 / 3.000" - 0.125" TYP. .165" • 650" 1320" 375" co o O 090 5YM 1 ,.890' 6a Z -STUD TRACK SCALE : 3" = 1' - 0" , 2.250" (�P) �R .250" 2.063" 2.020" .250" "U" HEADER 3a BUILD - OUT "U" HEADER SCALE :1/4" = 0' -1" SCALE :1/4" = 0' -1" 1/4" -20 x 3/1." (,21 095" 13 "660" STAINLESS STEEL ' (TYP.) 4- .188" STUD (al 6" OR 12" ` 0.C. ALT. LEG , 2.000"i DIRECTION ZAMAC WINGNUT SCALE : HALF SIZE GRADE Approved as coopt}iag with the Florida Bai4 Code natc0S /21 ?' ti 2 O► - Q, I act Co M L+m 1 A %Q Dade Prod al rt J Dig' a i BY • • aw I . .._ .890" 500" 3 C" TRACK SCALE : HALF SIZE .090" - +.15 .060''3.00" MAX,, 2.250" . N1.° 1 . .094^ .125"1 O 7 "E" TRACK SCALE : 1/4" = 0' -1" , 375" •y _ ;125" I I� J,650 " SQ. 1/4 -20 x 3/4" MACHINE SCREW .101" I_ 094 f - 7 5 - 563" 20 GA. GALV. STEEL (t= .038 ") 40 OR 0.050" ALUM ALLOY (3004 H3L) KEYHOLE Q WASHER SCALE : HALF SIZE 14 SQUARE HEAD MACHINE SCREW N.T.S P 0 983 a � V.J. KNE I VTC1i Pfi OFESSIG L ENUINEEP FL L on • o No: Z002, 03/06/011 alai• d ,vn; A$ NOTEORR AV. ( - -- V1K I a.•.qn ay tn•tMea a7! V/KI Graving no. 00 -380 L sheet 1of 10 J r- 12-1L6.1 zJ am as cc OJ N O W in wLJ oQ E o J U1 1 (1) OPTIONAL SEE GENERAL NOTE 7 1/6" MAX 1/4" MAX. 02/12/02 09:53 EXISTING STRUCTURE WALL MOUNT r • EXISTING \-G1a STRUCTURE © TRAP MOUNT WIDTH UNLIMITED IPERP TO PANEL SPANK TYP. SECT ONSr- r s OPTIONAL SEE GENERAL NOTE '7 L it 1L. r =1 ` II TYPICAL VERTICAL MOUNT ELEVATION NTS. TOP MOUNT IIPLAN VIEW 1 3 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - It SEE GENERAL 1 NOTE 7 , t BOTTOM MOUNT 11 OPTIONAL SEE GENERAL NOTE 7-7 - — 1 /t" M AX z a \U1 J Q r o J \I 300' m' a = ±' I; 625" (TY PICAL TOP 8 BOTTOM) _� �'; 1 11 1 FASTENER 12" 0 C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 1 -1/2" MIN. — j 1/2" MIN. OVERLAP - ALUM. ANGLE CLOSURE PIECE: 1 "x2 "x.125 "MIN TO 2 "x5 "x.125 "MAX © TRAP MOUNT r-% -EMB L 1 1 O FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE 1 -1/2" = EXISTING STRUCTURE r s OPTIONAL 1- SEE GENERAL 1 NOTE 7 EXISTING / STRUCTURE ++ :OPTIONAL STEEL BAR ` OUTSIDE OF PANELS SEE GENERAL NOTE 7— V 1EW / v IE w — Lmax. SEE STORM PANEL SPAN.SCHEDULE TABLE 1 HORIZONTAL MOUNT ELEVATION N S. 11 OPTIONAL SEE GENERAL NOTE 7, SIDE MOUNT -- FASTENER Cad 12" 0 C. SEE ANCHOR SCHEDULE * FOR ANY' ACCEPTABLE ANCHOR t11 © OPTIONAL SEE GENERAL NOTE 77 OUTSIDE w 1 TYPICAL BAR ATTACHMENT MAX. ALUM ANGLE CLOSURE PIECE. 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. 1- 1/2' MIN INSIDE 12" 0.C. TYP. EMB ' '/ EXISTING EXISTING `' STRUCTURE 81 BUILD -OUT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) Approved as coruylyinuoith the Florida B InY ode Date 0� ! Z I �Z . Z Z NOM Miami Dade Prodad Control Divisio By rn 2 z W 2z <2 u1 O 0 Z � Pi J �tm g 3 0 V.J. KNE 153 PPOFESSIC+ EN LLR rJo: P A •083 2002 03/06 0 1state An Oravn by L S 01J0 __ AV! idsign by l(thectie0 byl V 1M I` V p Ora wing no 00 -380 L sheet 2_of 10 . SEE TABLE 2 GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 1" 0 0 EMBED. (TYP.) I ' EXISTING HOLLOW BLOCK, OR WOOD SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM GLASS OR DOOR CONNECTION "TYPE 4" EMBED. (TYP.) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF.STRUCTURE) TYP. TOP S. BOTTOM ,— FASTENER. SCHEDULE. REF RENCER CONNECTION"TYPE 2" ANGLE TO WALL DETAIL 111 CONT. CONT, O WALL MOUNT SECTION SCALE : 3" = 1' -0" ■ SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION SCALE . 3" = 1' -0" �-- 1/4 -20 MACHINE BOLT & WINGNUT (nT 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 6" 0.C. FOR PANEL LE GREATER THAN 104". PANEL TO ANGLE DETAIL SEE TABLE 2 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" tt14 TEK SCREWS OR 1/4 -20 BOLT ANO NUT ((a� 12" 0.C. STAGGERED (TYP. TOP AND BOTTOM) CONT. 1 /4 -20 MACHINE BOLT E. WINGNUT @ 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" ANO 6" O.C. FOR PANEL LE GREATER THAN 104". 1/4" MAX. GLASS OR 000R 1/4 -20 MACHINE BOLT & WINGNUT (iil 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3" GLASS OR DOOR EMBED. (TYP) ()CONT. FASTENER, SEE ANCHOR \ SCHEDULE. REFERENCE CONNECTION "TYPE 3" EDGE DIST TT t�CONT. pp t �8 � SEE TABLE 2 _V// EDGE DIST. CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0•• EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. FASTENER, SEE ANCHOR MB SCHEDULE. REFERENCE CONNECTiON'T'PE 2" 0 la SEE TABLE 2 1 MA O BUILD -OUT MOUNT SECTION SCALE: 3"_ -0 " 1 to 1/4" MAX. HEXISTI BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM Appro ed as complying with the Florida Bv'dingCode Date() NOAH M1liami Dade Prodec! Control Dirisi By 02/12/02 09:53 U Z z to 1- w„ h � Q 0 Ua 0 y N a Q W W� Nj Wy Z Yu 2 Zw 2z Ja Q 0 0 0 I drawing ne. dr.rn byfl ., J chK6ed b 1111 00 -380 sheet 3 of 10 SEE TABLE 2 GLASS OR DOOR J (r(II EMBED y a►amaa MI; aiM NI 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE OR 2"x6"P,T. WOOD BLOCKING * THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 P.S.F. WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" THREE 1/4 "0 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" O.C. MAX. CONT. 4'• x .250" ALUM. PLATE OVER WOOD MEMBERS —J SEE TABLE 2 02/12/02 09:54 GLASS OR DOOR FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 12" 0.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED p 24" 0.C. MAX. & ONE 1/4"0 THRU BOLT W/ ACCESS HOLE @ MIDWAY BETWEEN STUDS. TWO 1/4"0 S.S. LAG SCREW (DO 24" 0.C. MAX. W/ 1 - 3/4" PENETRATION IN CENTER OF STUDS GLASS OR DOOR SEE TABLE 2 WOOD ROOF TRUSS OR FRAMING MEMBER @ 24" 0.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX - #14 SMS BETWEEN TRUSSES @ 24" 0.C. CONT. J CO w N x J N SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" 0 i tc34j EMBED. (TYP.) O WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1' -0" ,- FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1' (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (nl 6" OR 12" 0.C., BUT 00 NOT EXCEED. SCHEDULED SPACING. (TYP. TOP & BOTTOM) ti EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) THREE 1/4 "0 W000 LAG SCREWS W/ 2 - 1/4" MIN. EMBED. @ 24" 0.C. MAX. PLACE ONE FASTENER THRU HEADER 1" x 4" OR 1" x 6" 062" CONT. ALUM. TUBE (6063 -16) #14 SMS @ 12" 0.C. BETWEEN TRUSSES p24- O.C. GLASS OR DOOR SEE TAB GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 \ \ I CONTI w J I J MAX. DESIGN LOAD = 56 P.S.F.) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1' (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY @ 6" OR 12" 0.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) i XI 1/2" OR 3/4" MAX. (TYP. TOP & BOTTOM) \--./ WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1' -0" 1/2" TO 3/4" ALUM. SPACERS (1" 0.D. 7/16" I.D.) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SPLICE DETAIL FOR BAY WINDOW APPUCATIONS SCALE : 1 -1/2" = 1' -0" W000 ROOF TRUSS OR FRAMING MEMBER @24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. O ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" 2" x 5" x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 # 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN (a) 1" O.C. 1" x 4" ALUM. TUBE Approved u comptyiDg with the Florida Balding Code DateO3 /21/2CQZ HOAPOI •!1Z , Miami Dade Prodect Control Dnisi By. t-7 1 0.— ,— EXISTING CONCRETE, p +-! / HFRALOMOLW ING BLOCK, OR WOOD 1 , FASTENER, SEE ANCHOR SCHEDULE RE ERENCE CONNECTION"TYPE 5' OR 7a. CONT. SEE TABLE 2 1/4 -20 MACHINE BOLT & WINGNUT @ 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104". SEE TABLE 2 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. © WALL MOUNT DETAIL SCALE : 3" = 1' -0" ASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" MAX. DESIGN LOAD= x61.0 P.S.F. O BUILD OUT SECTION (TYP. TOP & BOTTOMI SCALE: 3" = 1' - 0" U z Z, N Lu Qo _o °c rL 0. Q W z r z z W N L1.1 Z Y u 2 2 J 2 Q J Q 2 00 N 0 0 z 5 5 0 2 3 a a z i • 4 M w 2 W m 0l 0 V.J. KNEZ ROEESSK)N Ft_ L1 on No: PE / 10 •9133 A ge- gar mss•. EM CER 2.002 3/06/01 ■c111 or•..n by AS HOTED AV [Talton by 'ch.cw.d V1.1 V1Kj dewing no. 00 -380 j sheet 4 of 10 ) EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 GLASS OR DOOR 1/4 -20 S.S. BOLTS `.J/ WINGNUTS 24" O.C. MAX. (TYP.) 02/12/02 09:54 ANGLE MAY VARY OS —NON- STRUCTURAL FINISH 6" MAX. MATERIAL BRICK OR WOOD I/ 1 7 EMBE 1/2" 6" If 5't O ALT. CORNER DETAIL SCALE 3" = 1' -0" —ELCO (T.V.A.S.) PANELMATE FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION 'TYPE 2" tit /2" —� i/4" MAX. X I , EI (MAX. DESIGN LOAD s 61 P.S.F.) ® WALL MOUNT SCALE : 3" = 1' -0" 6" 1/2" 1 L 1/4 " -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" — 2" x 2" x 0.125" CONT. TO 4"x6"x0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478" ) GRADE 40, GALV. STEEL ANGLE 3/8"0 STENING PANEL "-2" x 2" ALUM. STUD ANGLE 1al GLASS OR 000R— SEE TABLE 2 FOUR 1/4"0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. @ 4" 0.C. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" (`- 1 lil � J / ^---1/4 -20 S.S MACHINE BOLT AND NUT (3n 12" 0.C. X - 1/4" 0 POWERS CALK -IN (al 4" O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2 "x5 "x1 /8"CONT. ANGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED Al' TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 P.S.F.) O EDGE MOUNT DETAIL SCALE : 3" = 1' -0 8" x 3" x 1/4" ALUM. ANGLE - 1/4 " -20 STUD W/ NUT (a 6" 0.C. r2 "x3 "x1/8" / ALUMINUM ANGLE 1 -1/2 ", , 4- -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. Z z GLASS OR DOOR SEE TABLE 2 GLASS OR DOOR— SEE TABLE 2 - N, 3/6" PLYWOOD • 'I NI / EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING 2" x 4" x 1/8" CONT � 1 ALUM. TUBE (6063 -T6) `1/4 "0 POWERS CALK -IN (a3 6" O.C. �//// WITH 7/8" MIN. EMB. IN CONC. OR I I HOLLOW BLOCK OR 1/4 "0 LAG SCREW `/ g W 12" O.C. OOD. W/ 1 - 1/2" MIN. EMB. -{- IN A /IIM - 1/2 "0 THRU BOLT (ASTM A 325) (n 12" 0.C. / \_ 1/4 "0 POWERS CALK -IN (00 12" O.C. / / / WITH 7/8" MIN. EMB. IN CONC. OR / (MAX. DESIGN LOAD s 72 P S.F.) U "PASS THRU" DETAIL U SCALE 3" = 1 f NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE 3" = WI JI —J z a. I 1ALUMESTUD3 { v MAX. 1/8" TILE E FINISH MATERIAL 8 ) HOLLOW BLOCK OR 1/4"0 LAG SCREW cp, 24" O.C. W/ 1 -1/2" MIN. EMB. IN W000 -2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 b d 1 "x2" 2" x 4, x 0.055" 6063 -T6 ALUM. TUBE 2" x 5 ") OR 2'x6"OR2 "x6" P.T. WOOD BLOCKING FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/ MAX. ii /2" MAX. 2 CONT. wl I Approved AS com plying h It4 the Florida Bu ilosCode Date(y3`ZI[ z2 NOAM01 - n313•6 L Miami Dade Product Control Div'..n By 17 ar• o � 00 3 V 7 W W z 0 t o 2002 00-380 r - sh1eh S of 10 � ' ° -- V.J. KN£ZEy CH PP,,tKE&SI0 NG'.. En FL LI n • • No: PE A •903 3/ 06/01, 21al• 1 drawn by AS NOIEOJ(, AVI (d oogn by cn •cF ye •d b I L Vlo ( V,NI drawing no 1 t -1/2" MIN GLASS OR 000R SEE TABLE 2 O ALT. TRAP MOUNT DETAIL SCALE :3" = GLASS OR DOOR SEE TABLE 2 02/12/02 09:55 r 2" MIN. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4 "m RAWL CALK -IN p 4" O.C. W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK 1/4 " -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION p 12" 0.C. FOR PANEL 18'-8" AND 6 0.C. FOR PANEL LENGTHS GREATER THAN 8' -8" DETAIL AE W -J CO 4 w W N e E -J FASTENER, 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" GLASS OR DOOR b d IIr x 2' � — 2 x 2 x 0.055" 6063 -T6 ALUM. ( 2" x 4 " 2 - x 5 .. OR2x1.OR2x6 P.T. W000 BLOCKING ,—SEE TABLE 2 ti \--1/4 "4, MACHINE BOLT C 6" 0.C. -1J4"0 RAWL CALK -IN [ 6" 0.C. W/ 7/8" MIN. EMBED. IN CONCRETE OA BLOCK NOTE: 1. TOP MAY OR BOTTOM OF PA PANEL. 2.'.4OOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD -OUT SCALE :3 " =1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW �� I WITH .675" x .675" `. / M ! ` ! HEAD 4QUARE 5/16" I.D. AND / 1/2" 0.0. x 3/16" / MINIMUM NYLON ' BUSHING OR 1/4 -20 , NUT (GALVANIZED) MIN. C -TRACK ASSEMBLY - (BLOW UP) SCALE= HALF SIZE FROM I G , LASS SCHED. — SEPARATION TUBE TABLE 2 GLASS OR DOOR 9 2" 2" x 4" x 1/8" 2 "xS" 11 6063 -T6 ANGLE FASTENER, SEE ANCHOR`•, SCHEDULE REFERENCE \\ CONNECTION" Y E 3" EMBED. s '., I 1/4 -20 MACHINE BOLT & WINGNUT p 12" O.C.; OR p 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". (TYP. TOP & BOTTOM) ApproOcd as complying With ibe Florida Bnldlog Code Date 03/1.1 /ZUO2 HOM$01" ;13.02.- Mlaral Dade Product Cool SA D Iv(s10 By i 6CONTn, -.1/4 -20 MACHINE BOLT ( & WINGNUT ( 12" 0.C. OR @ 6" 0.0 OR PANEL -- NON - STRUCTURAL') LENGTHS GREATER YP. TOP& BOTTM) AN 104" 2 -1/2 EXISTING OLLOW BLOCK, OR WOOD FRAMING t1i USE 1 R' &WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD I I FINAL LOCATION OF STU NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. AC STORM PANEL BUILD -OUT SCALE : 3" = 1' -0" —1/2" 0.D. x 1/4" I.D. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.)- C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. • • o Z r N W W _o U a y <e",„ °do 2 U � ] z W� N W Z z v < V W 1 J V.J. KN / 11 mortSSI' F 01NELA FL c- � - e No: 03/06/0 drawn b . � ( ..io an by j Necked byy �x I_ - -�K r afawusg n0 00 -380 I sheet 6 of 10 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS W COX Z1- PSF 1-0 W n ( SEE ~ ANCHOR TYPE LOAD ( MAX 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 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE l ry� y� d : : ::Mnau M' 1 /4"o ITW TAPCON OR 1/4 "0 ELCO TAPCON W/ 1 - 3/4 MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 4 8 12 12 12 12 12 12 12 12 . 12 - 12 12 12 11 9 8 _ 6 - 6 6 • : : 12 12 12 12 12 - 12 12 11 9 8 7 _ 6 - 6 6 12 12 12 12 12 — 12 12 • : : 12 12 12 12 12 8 6 6 6 6 6 62 2 6 7 12 12 12 -- 12 12 11 10 - 8 - 6 6 72 • : 92 112 : 12 12 200 * 1 111111111u "MkllkllllMI:E? ; -- A _.1� Allllllllllllh =- 1/ 4"c6 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 3/4 MIN. EMBEDMENT b 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 48 6 2 • 11 9 8 7 - 6 5 4 7 6 5 5 -- 4 _ 3 3 12 12 12 11 --- 9 - 9 , 9 8 6 6 5 4 - 4 4 12 12 12 11 - 7 - 7 7 5 4 4 3 - 3 - 3 3 12 9 9 9 -- 9 - 9 9 6 4 4 4 -- . 4 - 4 4 12 7 7 7 -- 7 - 7 7 4 3 3 3 — 3 -T 3 3 6 7 72 • 92 112 200 a 48 12 12 12 12 12 12 11 12 12 12 12 9 8 8 12 12 12 12 - 12 10 6 6 — 6 6 8 6 6 - 6 * l 1 J 1 1 11111`` 6 2 11 6 7 12 12 12 10 /4 ^m POWERS CALK - IN W/ 7/6'" EMBEDMENT L 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN, 3,000 P.S I CONCRETE) 72 12 12 11 9 11 - 8 7 6 12 - 12 - 12 12 8 - 6 6 6 92 6 6 112 12 7 6 12 12 6 6 6 6 200 12 7 6 4 8 12 10 9 9 - 7 5 12 12 12 12 - � — 12 9 8 mI -I NI N1 12 12 12 12 — 10 - 5 10 10 • 5 12 4 3 62 : 4 10 10 67 3 3 3 3 1 /4"4:. POWERS RA NAIL -IN W/ 1 -1/S 111N. EMBEDMENT (MIN. 3.000 P.S 1. CONCRETE) 72 — - 92 • 3 - - 3 3 3 _ 1 10 10 10 112 I • 12 12 - 12 12 -- 12 12 12 - 12 12 7 12 11 - 10 10 - 7 12 12 - 12 12 - 1 2 12 12 12 9 9 8 - 6 5 5 12 12 - 12 12 - 12 --_- 12 12 12 9 -- 7 6 -- 4 4 4 11 8 - 7 7 -- 6 6 6 12 12 - 12 12 - 12 12 12 9 7 - 6 6 - 5 - 5 5 12 12 - 12 12 - 12 - 12 12 7 4 - 4 4 -- 4 4 4 7 6 _ 6 6 - 6 ^ 6 6 12 12 -- 12 12 12 -- 12 12 6 5 -- 5 5 - 5 5 5 &l\ .. 1 /4' - - - 7 2 1111(nn, -- l ab IT W RED HEAD DYNABOLT SLEEVE AN i W/1 EMBED. (MIN. 3,000 P.S.I. CONCRETE) 112 12 12 5 4 6 6 200 48 12 12 12 10 9 9 —. 7 5 5 12 12 12 12 — 12 7 6 5 5 - -_- 4 12 10 _ 7 7 6 __ 5 5 5 12 12 12 11 _— 7 7 7 5 4 4 3 —_ 3 3 3 12 9 9 9 -_. 9 9 9 4 r/v / /Vt/Y / 7 S - 5 5 .— 5 5 5 12 _ 7 7 7 _ - -. 7 7 7 4 3 _ 3 3 —. 3 3 3 L f �111111�1111111i1 - 1/ 4"44 ASHLEY QUICK -SET SCREW WITH 1 -1/4" MIN. EMBEDMENT 6 2 12 12 12 — 12 10 9 12 10 8 _— 4 3 \ 12 12 11 —_ 9 9 9 I U, 4 , K /y/1 67 72 - -- 92 (MIN, 3,000 P S 1. CONCRETE) 112 9 7 3 3 200 --= = 111 48 62 12 12 12 12 12 -- 12 12 12 12 12 12 - • 12 --- 8 7 12 12 12 12 � 9 — 8 7 12 12 12 12 . 12 — 12 12 12 12 12 12 10 -- 9 8 12 12 12 12 __ 12 _.- 12 12 12 12 12 11 _.__ 7 — 7 7 12 10 10 9 7 — 7 7 12 12 12 12 _�. 12 .-- 12 12 12 11 11 10 __ B .— 8 8 12 12 12 12 .__ 12 _— 12 12 12 7 7 7 __ 7 7 7 9 7 7 7 - _ 7 —_-- 7 7 12 _12 12 12 ._ 12 — 12 12 11 8 8 8 _ 8 -- 8 8 67 1 /4 "m POWERS RAWL DROP - IN 8. 1/4 -2 0 SIDEWALK BOLT 13/4"0 HEAD) W/ 1 -1/4° MIN. EMBEDMENT (MIN. 3,000 P.S 1. CONCRETE) 72 92 - -- 112 200 ( revisions L L I ANCHOR NOTES: 1 SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050" ALUMINUM STORM PANELS n0 n o d• 1 c 1 1• I I•• 01/01/0 PPE V. DRAWING w• 11.110 • 01/17/01 A ADO TESTwG 1 0tt0 COW(411 MADDE 23.4 ?4 2 O 2/11/01WA- COUNTY COMMCHIS Manuracturinfl Fcx (:!) rt6 - MAY P4.EUS • M18CW P11000413 ( KNEZEVICI1 & ASSOCIATES, INC. CONSULTING ENGINEERS • PROOUCT TESTING 1280 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUOERO.•LE. FL TEL: (85.) 382.2800 • FAX. (■S•) 382.2980 • FLORIDA COA 13205 WEBSITE; WWW.KNEZEVICH.00/A • E 1LAlL_ KA4KNQEVICH.COM rOOPYRIGHT 0 2001 KNE2EVICH & ASSOCIATES, INC. L FASTENER ANCHOR SCHEDULE FOR MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD PSF MA (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 TYPE CON NEC TYPE T 10 N CON NEC EC T10N 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1.8 12 12 9 12 5 12 8 7 12 3 8 3 5 8 \ �t i =��}�vQ�UV' ` 6 ; 6 _ 12 11 10 7 6 12 11 4 3 9 8 3 3 5 5 9 8 3 6 6\ \ ' 3 5 , I /4 "m ITW TAPCON OR 1 11 _ 7 5 11 3 8 N 4 8 \ 6 3 _ 5 \ ' E O APON W/ LC 6 1/4" _ 6 1- HIN ETMBECOHENI 8 3 5 8 6_ . _3 5_ ._ 6 3 5 2 7 \� 4 6 6 3 5 6 \ 3 5 200 6 \ 3 5 •\ 6 3 5 .\\ 6 S. 3 5 48 12 12 12 12 8 12 12 10 12 6 12 5 12 4 62 12 12 10 11 6 12 6 7 12 4 10 3 8 3 *L-1111111111111.11111. 6 7 12 1 1 9 12 5 12 5 7 12 4 10 3 3 3 * LID Rlllllllll -- -- 12 5 - 12 - - 4 -- 6 -- 12 4 -- 10 3 — Itri -- 8 3 t 9 1 / "m ELC[OIlMt�A - — — — -- — 2 7 12 3 �/ in1/4 MIN EMBEC IT / 4 10 3 S IS 3 10 _ 8 8. 1/4 - 20 MACHINE SCREW WITH NUT 112 10 3 5 10 3 10 3 5 8 3 10 3 8 3 0 10 3 5 8 3 10 3 5 8 3 10 3 8 3 8 12 12 10 12 6 12 10 7 12 5 11 5 11 3 6 2 12 12 8 12 5 12 5 5 12 3 8 4 6 k ll' 7 7 12 4 11 4 5 11 3 8 4 6 11 I`1111 U 2 12 7 6 12 4 10 3 5 10 3 B \ \ - 6 1/4" IWERS C IN - \ \ w EMBEDMENT � 2 11 5 11 3 8 4 6 \\ 'c 8\ 4 6\ S 20 STAINLESS STE MACHINE SCREW 2 —. 9 4 B \ —, 8 4 6 \ 8\ 4 6 \ CF 0 8 4 6 \` 6\ 4 6 \\ 8 N N 4 6 •.8 12 12 10 12 11 7 7 11 8 3 5 8 62 12 9 7 12 9 3 5 9 6 4 6 11 7 7 11 8 3 5 8 6 4 — — — — — 1 2 m PowERS /L ZAHA 10 5 - 6 —'— 10 7 \\ 4 7 6 -__ 4 -- NAIL-IN EMBEDMENT - 8 S 8 6 , 4 5 6 4 6 4 6 6 \ , 4 5 6 4 6\ 4 5 6 4 5 6 12 12 8 12 12 6 12 10 4 10 12 6 12 11 4 11 B 3 6 lunmtl 611 10 -- — - - — — ` ll - 0 12 12 10 4 10 8 3 6 1/4'm ITW RED HEAD 72 12 _6 5 12 9 1 4 9 8 3 6 DYNABOLT SLEEVE -- — -- -- -- -- -- ---- 92 ANCHOR W/1 - 1/9" MIN. EMBED, 10 4 10 B 3 6 8 3 6 8 3 7 8 3 6 8 \\ 3 6 - 112 200 8 3 6 8 3 6 8 \ \ 3 6 12 12 12__12 12 10 12 _48 __.1. -1? 1 .2. .1Q .12_ 12_ 7 12- _12 - 7 X111 \111111111111WW.> 67 12. 9 12_ L .. I/ 4"O ASHLEY 72_ 12, _1 12_ _l; _U j sl 6_ _12 1 77 _ 7. QUICK -SET SCREW _ _8_9_ WITH 1 -1/4" MIN. EMBEDMENT -9 _R.._ 7 12 2_ _5_ 7 - 7 7 7 _112 10 3 5 9 9 5 200 9 \\ S 7 9 5 7 7 0 revisions n 1•I• b 0 0 WIN PREY. DRAWING N. IE•1t0 1 GI/IT/02 , A9e00 TESTING 1 IICCO COmmENTI 2 -02/10/024AS COUNTY COMMENTS ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. IOtlon 0.050" ALUMINUM STORM PANELS I 411 MJ 2/d :if s:t PcTr000 8 fl Mal Rt rt (°54) -201 M anu facturinp f ;E 61 H,A153G3U'TCtdtan MADDEN STORY P4+E1S • PA213 W PRCOLCTS KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSITY ORNE SUITE 180 • FORT UUOEROALE, FL 33322 TEL (154) 3822800 • FAX: (16-4) 382 -2089 • F104:110A COA 13205 WEBSITE WWW.KNEZEVICH.0014 • E-MAIL EZE 1C .COM COPYRIGHT 0 2001 KNE2EVICH I ASSOCIATES.INC. FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REO'D FOR VARIOUS DESIGN L C zn Z 1- W� ♦— LOAD ANCHOR TYPE MIN. 3/4" EDGE DISTANCE (w) P SF SPANS UP TO 5' - 6" (SEE NOTE 1) SPANS UP TO � . - 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) MAX. (SEE N 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 0 O 4 8 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 ', 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 F'1 1/4 "m x MIN 3- LONG LAG SCREW W/ MIN. 2" EMBEDMENT SHEAR PARALLEL OR WOOD GRAIN PERPENDICULAR TO 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 6 12 6 6 12 6 200 12 6 6 12 6 12 6 X 6 12 6 12 6 6 12 6 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 L. 12 6 �ra al ! l 11,1 6 7 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 7 /16 "0 W000 BUSHING W/ S /B" MIN. EMBEDMENT 3. 1/4 - 20 STAINLESS STEEL MACHINE SCREW 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 'NI 111111111MIIIIMIUM 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 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 *1 ITC11 1/4"m ELCO MALE/ FEMALE • PANELMATE" W/ S. 1/4 - 20 MACHINE 1 - 7/B - MIN EMBEDMENT SCREW WITH NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 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 STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 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 SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR 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, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 2. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.8 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. Appro'ed as cop plyiagi'lth the Florida BaMlot code Date • Z 2 NOA�O a d Cootrot htiaml Dade Prod 13 IY7310 Yu 2 ? W Q2 OC % O O 0 a of Z l 0 scale AS NOTED ca V.J. RN PROFESSIO. EER Ft" LI : . No: PG ! •983 03/06/01 dN Vn by AV Oas.gn by (chfctieo b yl V1 K { V/K araw.nq no 1 00 -380 J sheet 9 of 10 I - ALUMINUM STORM PANEL SPAN SCHEDULE A B L E 1 NEGATIVE DESIGN LOAD W FOR ALL MOUNTING CONDITIONS - (PSF) L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 4 40.0 10 - 0 45.0 9 - 8 50.0 9 -5 55.0 9 -2 60.0 8 - 9 62.0 8 -7 65.0 8 - 5 67.0 8 - 2 70.0 7 - 10 72.0 7-7 75.0 7 - 3 80.0 6 - 10 90.0 6 - 1 1nnn 5 -6 m /ia /m Is. 'm 110.0 112.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 5 - 0 4 - 10 - 7 4 - 2 3 - 11 3 - 8 3 -5 3 -2 3 - 0 2 - 10 2 - 9 T A B L 2 ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAO(W) (PSF) 30.0 40.0 50.0 60.0 70.0 ACTUAL SHUTTER SPAN (FT - IN) 3 -0 4 - 0 5 -0 7 - 0 8 - 8 10 - 6 3 -0 4 - 0 5 -0 7 - 0 8 - 8 10 - 0 3 -0 4 - 0 5 - 0 7 -0 8 - 8 9 -5 3 -0 4 - 0 5 -0 7 - 0 8 - 8 9 - 0 3 -0 4 - 0 5 - 0 6 - 0 7 - 0 8 - 8 MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) BAR 2 2 2 2 2 -1/8 3 -3/ 2 2 2 2 2 -1/2 3 -3/4 2 2 2 2 2 -3/ 3 -3/4 2 2 2 2 3 3 -3/4 2 2 2 2 3 3 -3/4 NO BAR 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/ 3 3 3 3 3 3 -3/4 3 3 3 3 3 3 -3/ 3 3 3 3 3 3 -3/ MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) NO BAR 1 -1/8 1 -1/4 1 -1/4 1 -1/2 2 -1/8 3 -3/8 1 -1/8 1 -1/4 1 -3/8 1 -5/8 2 -1/2 3 -1/2 1 -1 /8 1 -1/4 1 -3/8 1 -3/4 2 -3/4 3 -5/8 1 -1/8 1 -1/4 1 -3/8 1 -7/8 3 3 -1/1. 1 -1/8 1 -1/4 1 -3/8 1 -7/8 3 3 NOTES_ 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPI ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS 4, ABOVE SCHEDULES 1 & 2 ARE FOR USE WITH . 050" ALUMINUM STORM PANELS ONLY. Approied as cow plying tae Florid, 8uidi,x Sale Date O,/ 4 V O Z MOAN(�I O�1?...0� Miami Dade Product Control Divisi By UM 0 i L v a 0 1 3 • V.J. KNEZ a H I I'. NEER FL L e . o No: P; a a� 0983 03/06/0 drawn oy ♦S NOTE I] AV rOeiiyn oy��cn.ck ed b - l V1KJ V1K deay.nd no. 00 - 38 0 sheaf 10 of 10 I '-'.•'- „v,♦ J`f1LNVLC FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS ANO SPANS (INCHES) REQUIRED FOR VARIOUS L7 ? K L N ( SEE ANCHOR TYPE LOAD (w) PSF MAX, NOTE MIN. 3/4' EDGE DISTANCE SPANS UP TO S' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9• -0" (SEE NOTE 1) SPANS UP TO 13' -1.. (SEE NOTE 1) CONNECTION 11213 P 415 CONNECTION 112 3 CONNECTION 112 3 5 CONNECTION 11213 4. 5 000M CONNECTION TYPE 112 3 r.15 48.0 12 12 11 7 12 12 12 3 5 11 12 12 7 4 10 10 12 4 3 7 i 1111111111111111111111111111► t /4"0 W000 LAG W/ 1 -3/4 MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 / 12 72.0 12 12 r i 11 10 8 -- 6 12 7 --1 7 12 12 12 t ' J ' N N N 3 7 9 12 4 3 6 7 12 4 8 6 92.0 12 12 7 6 7 12 4 f 6 7 12 4 6 210.0 7 12 6 7 12 4 6 7 12 4 7/ 6 dtir17n02 Alnrt [. 72.0 92.0 12 tt 10 '-'.•'- „v,♦ J`f1LNVLC FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS L7 cc X w I- LOAD A NCHOR TYPE MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (1,4) PS'F MAX. (SEE- NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 8' "0" (SEE NOTE 1) SPANS UP TO 9 ' -0" (SEE NOTE 1) SPANS UP TO 13'-1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8, -0" (SEE NOTE 1) SPANS UP TO 9• -0" (SEE NOTE 1) SPANS UP TO 13' -1,. (SEE NOTE 1) CONNECTION TYPE 11213 415 CONNECTION TYPE 11213 4I5 CONNECTION TYPE 112 3 r.15 CONNECTION TYPE 11213 4 15 CONNECTION TYPE 1 213 4 5 CONNECTION TYPE 11213 4I5 CONNECTION TYPE 1 2 3 415 CONNECTION TYPE 112 3 4 5 `f' V z 0 v �«- 48.0 12 12 12 7 9 12 5 7 12 10 12 12 9 1. 6 6 12 6 3 4. 12 1212 8 11 12 12 12 5 7 12 12 11 5 7 7 12 8 3 4 62.0 12' 11 5 7 1212 8 3 5 9 12 7 3 4 4 11 5 3 12 6 8 12 4 6 101301 4 5 1 /4 "a ITW TAPCON 1 - 1/4" MIN. EMBEDM (MIN. 3.100 P.S.4 CONCRETE) 72.0 92.0 12 tt 10 4 6 8 12 7 3 4 5 12 6 3 4 4 4 11 5 3 12 12 12 5 7 9 12 8 3 5 4 6 4 12 12 7 7 3 4 3 4 : 12 7 3 3 4 4 r tt 1211121 tt 5 3 t2 12 9 4 5 4 t2 7 3 210.0 4 11 5 3 r I. 12 7 3 4 4 12 7 3 4 4 12 7 3 4 4 12 7 3 4 *' ° " ` "' ` "` 2 . * t " ' " ELCO MALE/ F EMALE - PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT t 1/4-20 MACHINE SCREW WITH NUT (MIN. 3,000 ►.S.L CONCRETE) 4 8, 0 12 12 12 12 12 12 11 5 8 4 7 3 7 6 5 12 12 11 12 6 11 8 3 6 5 4 . 5 4 3 12 7 4 12 7 3 11 5 9 4 � 5 5 3 3 10 4 8 4 8 4 A %/ 3 % � 12 12 12 12 12 12 12 10 8 6 4 4 8 6 5 12 12 6 12 12 11 9 7 6 4 5 12 12 8 3 5 5 10 5 A 62.0 3 4 3 7 1. 11 10 6 5 4 3 • 4 4 72.0 92 9 12 5 4 3 8 �/ 4 /N 9 12 6 3 4 3 9 4 3 3 9 4 ' 3 9 m] 3 210.0 3 8 4 3 8 4 3 3 4 3 8 x/ 3 9 4/ 3 3 9 4 3 3 9 4 3 9 4 48.0 12 12 12 9 12 12 12 11 6 11 12 12 10 6 10 10 12 7 1. 7 12 12 12 12 12 12 12 12 9 12 12 12 12 12 12 11 6 8 62.0 12 12 12 7 12 12 12 9 5 9 12 12 8 4 8 7 6 3 6 12 12 12 10 12 12 12 12 1/4 POWERS N w/ 7/8" EMBEDMENT DMENT L 1/4 - 2O STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 7 11 12 12 12 9 12 10 5 7 72.0 12 12 11 6 11 12 12 7 1. 7 9 12 7 4 6 7 6 3 6 12 12 12 9 12 12 12 12 6 9 12 12 11 9 12 10 5 7 92.0 12 12 8 5 8 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 12 12 12 7 10 9 12 10 5 7 9 12 10 9 12 10 5 7 210.0 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 9 12 10 5 7 9 12 10 11 5 4 7 6 9 12 12 12 10 10 5 9 5 12 10 11 6 5 7 48.0 62.0 12 12 12 5 8 12 12 9 4 5 12 12 8 3 5 5 10 5 3 12 12 12 7 9 12 12 12 12 10 1. 6 12 12 7 '3 4 7 11 6% 3 3 9 4 9 3 12 12 12 5 7 12 12 8 3 5 8 12 7 6 3 3 3 9 3 ZAMAC NAIL - IN W/ 1 1 /4"m POWERS 00 MIN. EMBEDMENT (MIN. 3.0 P.S.I. CONCRETE) 10 10 5 5 72.0 12 12 8 3 5 6 11 6 / 3 4 10 5 3 3 9 4 3 12 12 10 4 6 7 12 7 3 4 5 11 92.0 9 12 6 3 4 3 9 4 3 3 9 4% 3 3 9 4 x 3 10 12 8 3 4 3 10 5 3 3 10 5 3 3 10 10 5% 5 210.0 3 9 4 x 3 3 9 4 % % / 3 10 5 3 3 10 5 3 3 10 5 3 x v g m w v Z o 0 -. -� p S i 48.0 12 12 9 4 5 1 1 11 6 � 3 1010 S � � �121211 4 61212 7 3 4 1111 6 "s - y " , �� %ard / 1 / 3 % 7 6 6 6 4 /�/ 4 4 1. r// / // � .111R11111111111 11111111111111111 62 .01212 634884/% 7 //% ran 5 3 � / /N 12 t 2 8 3 4 9 9 6% 3 5 8 5 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 72.0 10 10 6 dB 4 7 4 P m 6 3 rds 5 3 'd12 12 7 3 4 4 3 5 % /�/ % 92.0 6 B I I W / � /5 '� I 5OEM 12 /, %��/Ii/iii/Aralliig 6 8 12 12 9 MVO 4 5 12 12 4 8 210.0 4 8.0 12 5 12 3 r / 7 ffi�r/ 12 12 8 3 5 12 EMBIZE 12 7 3 5 5 10 4 �� 3 12 A/ 12 3 5 5 6 10 4 5 4 4 td� 2 a / � � 3 *, " "`"i " " " " " " " " " " "' * •a‘..... ��.. 1 /4 "m ELCO MALE/ FEMALE "PANELMATE w/ 1 -1/4 MIN. EMBEDMENT b 1/4_20 MACHINE SCREW WITH NUT 62.0 12 12 8 4 6 11 12 6 3 4 7 11 % 5 3 3 8 4 6/12 12 10 4 6 12M 3 4 7 11 6 t. 3 9 72.0 12 12 7 3 6 11 5 3 4 9 4 3 3 8 4 FM 12 12 8 4 5 6 11 6 9; 3 4 10 5 3 9 92,0 9 12 DE 3 8 4 NM g 4 M; 3 8 4 r ar 9 12 6 3 4 3 9 4 3 3 9 4 3 9 4 6 210.0 3 8 4/r : /% / / 3 8 8 I L 2 1212 6 8 1212 4 10 4 6 1212 9 5 11 * n 48.0 12 12 9 1 /4 "m P CALK - IN W/ 7/6" EMBEDMENT 1/4 STAINLESS STEEL EEL MACHINE SCREW 62.0 12 12 7 ' ii Y/W 5 3 6 10 4 3 3 7 3 '' �� 12 12 11 S 6 12 = 3 4. 7 12 7 3 3 9 5 r , 3 72.0 12 12 6 3 4 5 9 4 r 1 3 4 r 8 4 %� 3 7 3 %, t2 12 10 4 5 7 3 1. 5 10 6 3 9 5 2 3 92.0 8 10 5 3 3 7 3 �� 7 e'' 3 3 7 3 rag 10 12 7 3 9 5 ®• � g 3 9 5 210.0 48,0 3 12 7 12 3 �� 9 4 5 % % ' 'u u / % I ' VI 3 7 4 10 10 6 �� 7 1In� li 12 12 11 4 5 1 2 12 8 3 4 10 10 7 22 D% WA Prig 6 2.0 11 11 7 3 4 7 8 5 ;�N�ME 5 3 • �% 12 12 8 3 4 8 9 6 3 5 8 6 5 4 sag 6 1. 1. 4 'r 4 4 1/4 - m POWERS ZAMAC NAIL -IN E MENT MIN. EMBEDMENT ea 6 '/ / % WO 6 / % / 6 72.0 10 6 10 8 / 4 7 4 / MEN r I �� /J , 6 4 �� 5 3 ''11 11 7 3 3 4 8 sop Vo�N 92 4 /�% 5 3 ;/ � 5 3 PAN ME '2INII t1' S 3 t>/ 6 9 66 ' / ' 210.0 s , ��/ 3 / G% / �AMMENZiiii'!/llflYii!/�G� airdda 6 4 0 N 0 6 O 0 0 1 0 3 7 CO CC 0 0 i u V 0 0 0 v VI 0 in c 0 • • Q 0 0 < 05/10/02 15:21 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAO GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND 6. WHERE EXISTING STRUCT VARY. FIELD VERIFY THA MEMBERS, NOT PLYWOOD. SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G -0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. URE IS WOOD FRAMING, WOOD FRAMING CONDITIONS T FASTENERS ARE INTO ADEQUATE WOOD FRAMING FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION 6' 0.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED PRODUCT REVISED as complying With the Florida Bidding Code Acceptance No01 Os 0, Expiration Date By ml Dade Division roduct Control lJ V Z W W L, Q U � O• N N VI Cc Q °O v U W N W Z z SL ". o 00 .1 u 0 2 2 z z I � LU o cc D D U) 20 F- E 0 0 V MlOFE11 EEa R Llamas Pt 10313 I, ( f of 8D © OCGOC [0. l 07/23/1996 h alo NOTED (d•Iogn by ll vJK 5 ZOO N 0 0 0 cx • (dr•rn by K EG, [checked b VjK Or•■■••0 no, 01 -800 sheet 6 of 6 05: 28: 31pm 110 . 4- 3 3- 4 3 1 3 6 110.0 4 0 3 7 3- 2 3- 4 110. 3- ID 3- 0 3- 0 3- 1 200.0 3 -7 2- 10 2- 10 3 -0 2700 3- 5 7- 1 2- 1 2.10 NEG DESIGN LOAO tPSF) 30 0 340 44 0 L0 0 57 0 510 673 6) 3 160 67 S lit 73 0 011. 00 0 314 1000 710 0 120 0 1100 14.0 1300 TYPE A ALL MOUNTING CON01T10N�S ExCEPT ©COO If T - 1N1 13 - I)- 12 - 1 12 - 1 11 - 7 11 - 6 ID - 10 - 3 9 - 1 O - 11 1 - 5 • -0 - G - 7 L - 1 5 - 7 5 -2 • - ID MAXIMUM ALLOWABLE SPAN SCHEDULE 71'rt0 0E7 AIL 0 OR OCTAIL ©w/ SINGLE ANGLE REDUIRLD 3 -3 /4. MAX, 0.0 14T . 1N1 It • 1 17 • 0 10 • 1 9 - 1 - 1 - 0 1 - 7 1 - 1 - 3 1 - 7 - 0 7 -0 6 - 7 6 - 5 - 5 - 1 • 9 / -s 4 • 1 3 - ID rvlt C DETAIL DOUBLE ANGLE 0(01110(0 3 -3/6 MAX. 0.0 IFT .174 1) - 1 3 - I 12 - 5 10 - 4 1 -7 9 - 0 1 - 1 - 6 1 - 3 1 - 3 1 - 0 7 - • 7 - 0 6 - 7 6 - 3 5 - 5 - 2 . - 1 - 5 4 - 1 3 - 10 rot D OCT•q 0 9.3/16 MAX. 6 0 is T - 141 12 - 7 11 - 2 10 - 0 1 - 7 1 -3 1 - 1 -5 1 - 5 1 - 1 -0 7 - 4 6 - 10 6 - 6 - 5 - 5 5 - 0 4 - 4 - ) 4 - 0 N N 1 4 0 rn 3 N 0 0 0 CO 0 N co 0 O co 0 V C U 0 22 v • E 0 U -r� 2 0 0 O 0 Vi N 0 0 110 0 3 ALUM ANGLE 3 01 10 TEX SCREWS OR 3- 3/16 "0 ALUM POP RIVETS ITYP) 2 a 2 x 1/6 ALUM .TUBE 1063 -T6 ALLOY 05/10/02 15: 4 - 6 3 - 7 2" MIN, .0 FASTENER (e 21." 0C. IUSE ANY ANCHOR IN ANCHOR SCHEDULEI ® ALT. CLOSURE DETAIL SCALE: 3" = EITHER CONOITION MAY BE TYPICAL FOR EITHER SIDE O CORNER CLOSURE DETAL SCALE: 3" = 1' -0" 3 - 7 410 0 1/2 GALVANIZED SMS OR 3/16"4 ALUM. POP RIVET Cl 18" 0.C. 1" < r ■ ,055" ; r 0 2" 0 055 2" x 3" x OSS" ; 2 x L x 055 OR 2" x 5" • .125" AL. ANGLE 4 10 TEX SCREW OR 3/16 ALUM. POP RIVET Ltx ZL 0.C. ITYP Two 1 /4"0 FASTENERS EACH ANGLE ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 3 - OR 91 2 MIN FASTENER (A 2L 0.C. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" = r -0" 2 x 2 x .125 - ALUM. ANGLE CONT. EXIS TING S HALF OF O USC MALE OR FEMALE AS REQUIRED ®ALT. CORNER CLOSURE DETAIL SCALE: 3" N07ES 1 REFERENCE APPROPRIATE COLUMN IN TABLE 1 5ASED ON MOUNTING CONDITION IN FIELD 2 FOR DESIGN LOADS BET'+EEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED 70 DETERMINE ALLOWABLE SPANS 3 ENTER TABLE 1 WITH NEGATIVE DESIGN LOA° TO DETERMINE MAX SHUTTER SPAN 7 - ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE Mw. SHUTTER SEPARATION FROM GLASS. 010 0 1/2 GALVANIZED 5M5 OR 3/16 ALUM. POP RIVET p 16 0.C. 055 - ;1 "x2"..055•; 2 x 3' x .055" , 2" x L 0 OR 2" x S" x .125 AL. ANGLE 1/L -20 TRUSS MEAD BOLTS L NUTS '+// LOCK WASHERS (3 36" 0.C. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 0.062 THICK RECESSED sill 3105 -H32 OR 6063-T6 7 .l1.0 1 ALLOY (1 /g- BELOW CONCRETE) 7 -1 /L" �- 1/6" MAX. ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" MINIMUM SHUTTER SEPARATION FROM GLASS (IN) 705711v E DESIGN L0A0 1 SF) 30 0 1.0. 50.0 60 0 70.0 80.0 90.0 100.0 ACTUAL SPAN IFT . INI S - 0 1 . 0 3.0 1 - 0 1 3 • 1 S -0 1 . 0 e -0 11.0 5 - 7 . 0 6 - 0 1 . 2 - 2 S - 0 7 - e - 11.0 11 - e 5 - 0 7 - 0 e - 9 - 5 -0 1 - e -0 11.0 2 . 5 - 7 - e - 0 11. 0 1 . 6 s - 0 7 .0 9 - 9 - 0 10. 3 MIN SEP•0A710N FROM 00.55 FOR INSTALLATIONS 1[55 THAN 30' ABOVE G7•0( IIN(HES) MIN SEPARA7,0N FR OM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE IIN(H(51 7.7 /e Z•7/8 7.7/3 7 3 -3 /L 7.7/3 2 -7/ 2.7/9 3 3 - 3 / L 2 -7 /3 2.7/3 7.7/8 3 - 3 /L 2.7/8 7 -7/8 2 -7/9 3 2 -7 / 2 -7 /e 2 -7 3 7.7/3 2 -7/4 2.7/8 3 -1/6 2.7/6 2.7 /e 2.7/9 3 -3/8 3 - 1/e 2.7/8 2 - 7/6 7 -7/9 ) 3 1.1 /2 1 .5/0 1. 5/8 2 -1/9 Z -3/ 1.1/2 1 .5/4 1. 5/5 7.1 /t 1.1 /2 1.5/5 7.3 /L 7.1/2 7 1.1 1 -5/3 1 -3 /L 1.3/1. 3 -3 /L 3 1.1/2 1 -5 /1 1.7/3 2 -1 /l 2 -5/ 1.1/2 1.3 /L 1 -7/3 3 -1/e 1.1/7 1 -3 /L 3 -3/3 L 1.1/2 7 -3 /L 2 -3/7 3 E XISTING STRUCTURE MIN 3.000 P5) CONCRETE CONCRETE FASTENER (ds 3 0 C ANY SCHEDULED FASTENER 15 ACCEPTABLE PRODUCT REVISED a complying with the F'lor d* B1/iding Code � AccrptaoL-e fYo 2 i0. H3plratioe Date__ ..,, 1• BY I Dade Product C• rol Di3isioo FT/J. YJ 'lEZEVICH 1 rSOFESSIOW1. ''•114EER R. I:ce11f6 • • 10313 3. u ev N N r44 '- A a W Q a W o O O • OI 3 m• m o } • • W 53 • I • Z {Yu M Q n C Z m $ J 0413 J� 3 .1 [ des.gr by t V 1+ 8 11 5 2 0 as LU 2 U O 7n 0 (0 07/23/7996 40043 Or lawn by 4.8 407[0 nER \ [he [I. eO b 4470 Ore... n0 01 - 800 sheet 5 of 6 1 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN Z" • 5 5 9 -5" Tw • .125 B' -O 8' -r Tf • 12S" 10' -0" T'.6" 2" • 8" S' -0" 14'.0" Tw • or B' -0" 12'4" Tr • 224 10' -0 11'_1" 2^ • 9' S.-0- 15' -5- T.. • .072" 8' -0 13••2" Tf ..224 10'.0 12' -3 N O 0 N cr > Q O O CO 0 co cz co o O c 0 0 E O -c I-- c O 0 u 0 Q 0 Q 0 EXISTING STRUCTURE -- THREE 5/16 - 0 (J•LK.IH (• 3 -1 /0" 0 C w/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK w/ 3-3/4 - MIN EDGE DIST GLASS OR DOOR GL ASS OR DOOR THREE 5/16 "0 CALK -IN A3-1/6 o C w/ 1 nDN EMBED IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE OIST 05/10/02 15:21 MIN SHUTTER SEPARATION FROM GLASS N 4 MIN. SHUTTER SEPARATION FROM GLASS EMB. 4 C a a 4 P f� EXISTING 5/B" STRUCTURE !IAA-4-4y -5/9" - 5 /B" MAX ALT LEG DIRECTION ISEE SCHEDULE SHEET 5) 2 • 3 • I/4" • 0 '_E. 6063.76 ALUM ANGLE THREE -1/L THRU BOLTS 1 MIN rTv - d (MAX. DESIGN LOAD : 72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3•' • 1' -0•• NOTE. 1. USE BEA SCHE ULE FOR DET AIL SOSANOg. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM C OF SUPPORT TO ( SUPPORT. L ISEE SCHEDULE SHEET 51 3/16 POP RIVET OR 012 TEK SCREW (36"O.C. O L O ASSEMBLY r^1 ACCESS HOLE — r MIN, 1 3 1 1/4" • 0' -8 6063-76 ALUM ANGLE THREE-I/ 4 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD a 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE: r • T' -0" ALUM BEAM ISEE BEAM SCHEDULE BELOW FOR BEAM OESCRIDTION 4 MAX HORIZONTAL SPANS/ 1 /1. -20 S.5 M•CMINE SCREW 1. NUT CO 12" 0 C USE THRU BOLT OR ACCESS H LE AS SHOWN IN DETAIL t 1 /L" MAX X O p N --- 0 W W W N LN W " W 0 Z NFO 4, '' =30 J Wo Xa 4< Z JE< W p Vl Q 1 , W La PT N 3/16"0 POP RIVET OR 0112 TEK SCREW (+9 6" O.C. AL. BEAM ISEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION 1. MAX HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW 1• NUT (SI 12" 0.C. PROVIDE Y0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL H) GLASS OR DOOR PLYWOOD ANO STUCCO FINISH MIN SMUT TER SEPARATION FROM GLASS (SEC SCHEDULE SHEET 5) EMBED, s /8" MAX - -- . L ____-_-y 1/2" ( WALL MOUNT SECTION - USING ALUM. TUBE I SCALE: r . 1' -o" 1/4" MAX 1/4.20 5.5. MACHINE SCREW 4 NUT (112" O.C. PROV10E ro ACCESS HOLE CA BACK SIOE FOR FASTENING Two 1/4 "0 S.S. LAG SCREW (m 26" O.C. MAX. W/ 1.3/4 PENETRATION IN CENTER OF STUDS 1"• )" a 1/6" OR 1"14 " /8" 6063 -16 ALUM. TUBE GLASS OR 000R MIN SHUTTER SEPAR•TION /COM 3. A55 ISEE SCMEDVIE SHEET 51 EF+BED P LYw00D ANC STUCCO FINISH } 5 /B MAX —.\-y 1/2" 2" • 6" P,T W000 PLATE M mi Dad Di/ ision 0 bet Cont ▪ I/4 MAX FOR w000 PLATE USE 1 /6 S.5 LAG SCREW w/ 1.3/4 PENETRATION INTO WOOD PLATE (m 12" 0 C Two 1/4 5 S LAG SCREW (a:, 76 - 0 C MAX W/ 1_3/1.- PENETRATION IN CENTER OF STU05 (MAX. DESIGN LOAD= 72 PSF) (MAX. DESIGN LOAD : 72 PSF) � WALLMOUNT SECTION - USING 2" x 6" WOOD PLATE PRODUCT REVISED as cow ply( ng with the Florida [hiding Code Accept lace No U`; Expiration Dat� r • 10 2 Z,_ — -1- v) W f-0 < - 0 • In N � ec Q W W V v Z w ' - J N � W N Z S4 • N c 1 n o m 0 u 5 2 cc cED LU D u) 20_ O cc (D 0 0 0 N 1. �f Cal• AS NOTED [0•0.an 6y 1 l v/K 1 VJ. KNEZEVICH ►ROFESSpFMI ENGINEER FL Lk.r Nx • • t 0883 y ," BG©CC EN3 2002 0 00 0 zit CO N 0 0 to (oat,' 07/23/1996 drawn by l Htll (checked O yj ( V /K dr•w.n0 no , 01 -800 Lsheet /. of 6 i lee .rM `.r. . yy,�. .,+r• 11 1111 �-° °, °� ; ,..� M> , . 10 1111 1 111 JU. 4,0t14, ettic ;'N e/ O PILL. 4 / W . t -ttL . tr vR F M � 'tf p ht.A 1 .-4 4 `; ^.ar s.'Y.cr' .... -� a � .s...► �. w.sa- _. ' �. �....r ". T^� �•-e+. • — • _`lrsM. -•--r, ►111111t1iir 1111111 It 0 O N 0 0 1 0 0 0 3 7 vs I 0 0 0 u c O 0 v E 0 to 0 67 c O 0 0 0 0, O 0 GLASS OR DOOR v 0 W 0 O EMBED 1/ 2" MIN SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 ® WALL MOUNT SECTION SCALE. 3" = 1 -0" FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1" S /B MAX GLASS OR 000R EXISTING CONCRETE, HASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5" BUT 00 NOT EXCEED 6" SPACING 11 CONT tt =2" 41/2^ CDNT Two 1 /1-20 MACHINE BOLTS W/ NUT OR K14,s TEK SCREW (a 12' 0.C. (TYP„ TOP L BOTTOM, MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5) 1/2" EMBED. 9 -3/16" MAX ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES /TYP.), FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 5• BUT DO NOT EXCEED 6" SPACING 11 CONT EXIST U +G CONCRETE MASONRY OR w000 STRUCTURE SEE ANCHOR SCHEDULE. TYP FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1• ROLLER ASSEMBLY 12 T YD. EVERY OTHER PIN 1/2 CONT. t /2" CONT 11 CONT Sal' MAX NOTE' BOTTOM MOUNT DETAIL MAY BE USED AT TOP. ® . flLD ;PYLMQUNT SECTION SCALE: 3" a 1'_0•• 05/10/02 15:21 1 /L MAX 1/ MAX /L" MAX 1 /2" MIN SHUTTER SEPARATION F ROM GLASS ISEE SCHEDULE SHEET 5) GLASS OR DOOR 3/16"4' POP RIVET OR •12 TEK SCREW CPl 6" 0.C. TYP I O L OS ASSEMBLY r . r . 1 /B - ALUn ANGLE W/ 3/16 "6 POP RIVETS p 6" 0.C. FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE a• 1 / 6 -20 MACHINE BOLT w/ NUT gi 0 C. /TYP, TOP I S /8' / 'ROLLER ASSEMBLY 12 / TYP EVERY OTHER PIN 11/ 2 1 /C" MAX EXISTING CONCRETE, MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP EC1 E EED T EDGE DIST +- -5/8" MAX. 3/16 POP RIVET (a 6" 0.C. ITYP.) ® CEILING / 1N SIDE MOUNT SECTION SCALE 3 1 0 O W u 0 GLASS OR DOOR V MIN. SHUTTER SEPARATION FROM GLASS t /2' S /a MAX. ExISTNG OR 14000 STRUCTURE E ANCHOR SCHEDULE, TYP FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 3• 1/4 MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1 /1. OFF CENTER REFERENCE CONNECTION 'TYPE <• EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 0 TYP. TOP L BOTTOM FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2" F BUILD -OUT MOUNT SECTION F SCALE: 3 • t• -0" /L MAX 2 0. v cC I W x N X < t /L" MAX GLASS OR DOOR - . OIL 0410 EMBED 1 GLASS ISEE SCHEDULE SHEET 5) EH8E ALT. ANGLE LEG DIRECTION (TYP SEPARATION FROM GLASS SCHEDULE SHEET 5 11 CC/NT - FOR LARGER SPANS USE Tw0 2' • S AL ANGLES [SEE SCHEDULE 1 TYPE C) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2• 1 /6-20 MACHINE 80LT NuT w/ )1 /1 BO O. C.ITYP TOP MIN. SHUTTER SEPARATION FROM 0 3 -3 /4' MAX. z VI ■ O BUILD-OUT MOUNT SECTION SCALE: 3" a r -0" Ot TOP L BOTTOM FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 0 CONT. - FOR LARGER SPANS USE TWO 2 5 AL. ANGLES ISEE SCHEDULE 1 TYPE C) 5/8" MAX, Z 4 a N X < t ® FLOOR MOUNT SECTION SCALE: 3" : 1• -0" FASTENER, SEE ANCHOg SCHEDULE REFERENCE CONNECTION - TYPE 1• t BUT DO NOT EXCEED 5 -1/2 SPACING 1/L" MAX 1 /L" MAX. 16 E GLASS OR 000R --_ u O W N O 1 / MAX FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3" F -MBE0 EXISTING CONCRETE, MASONR OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP "IN SHUTTER SE•*RATION FROM GLASS ISEE SCHEDULE SHEET S1 3 -1/16 MA % S /6" MAX EXISTING CONCRETE MASONRY OR 1../0o0 STRUCTURE SEE ANCHOR SCHEDULE, TYP 2" • 2" • OW ALUM TUBE TYP TOP L BOTTOM � � 11_ti 1 O I /L MAX 1/2" Accrpance No Expiration F SEE ANCHOR SCHEDULE REFERENCE CONNECT TY i• BUT ASTENER, DO NOT EXC B - SPACING ( BUILD -OUT MOUNT SECTION SCALE: 3" , 1• -0" PRODUCT REVISED Y n COMO)* with tie Florida Balding Code 1/L MAX AS NOTED design by Y1K INFER 10813 dat• 07 /23/1996 dram by MCP CPeched Dy NIK I' 0 Z N W U.1 1.1 < 0 `r 0� V1 ce Q c21 z V V W N Z 2 0 V LL W 0� CC D < 1 0O) 2o_ o c 0 vJ. KNE2 ►POFESS Fl Ucarr e Cr 0 0 rn O 0 O co co cr co 0 o 0 c 0 0 0 E 0 u v 0 0 0 0 0 0 0 0 0 0 I r1•.OSS 1 r2 • 076 HEADER -CLG. MOUNTED SCALE: HALF SIZE 05/10/02 15:21 0 3.993 4 478 ° ADAPTER SLAT SCALE: HALF SIZE 2 420 966 875 481 1- P1 • .0s5 rz . 076 r 3 • 097 W-r2 o ® HEADER.WALL MOUNTED SCALE: HALF SIZE 0 048 0 ...__0_123 0 0 GENERAL NOTF 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE IHVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING WINO VELOCITY FOR WIN D OAD CALCULATIONS I O N ACC() OAN W ANO ITH ASCE - 9B. A DIRECTIONALITY FACTOR OF Ka •1.0 SHALL BE USED. <. THESE APPROVAL DOCUMENTS ARE GENERIC ANO 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE COOE. 6. THESE APPROVAL 00CUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN ANO THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL v010 THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONOITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. OATED ANO SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL JUSTIFY PRODUCTENGINEER FOR REVIEW ID AS O A CONDITION TO THE BUILDING OFF GRANTING HIS /HER APPROVAL. SI REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPUED FOR ANO SECURED FROM THE MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION, WHEN AREAS EONLYDIOPTIONV3 DEVIATIONS BE ACCEPTED THE BOLD HURRICANE 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: STORMW1SE CONC INC MIAMI, FLORIDA MIAMI -OADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 19" OF CENTER (VERT.), LOCKING MECHANISM SHALL BE LOCKED To PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. t ALL SCREWS ANO BOLTS TO BE 202L -T4. ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 33 K.S.L. U.O.N. POP RIVETS TO BE 3/16 - 6, 5052 ALUM. ALLOY, U.O.N. 13. Top ANO BOTTOM OETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 11.. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. () BUILD -OUT WALL HEADER Za SCALE: HALF SIZE 0 0 0 0 107 r1 • 055 1 r2 • 076 r 3 • +75 3 91.0 MAX. 1840 0 975 LA ITY 90* rr3 2.775 2.596 .250 .949 2" MIN - 5 MAX 11 ANGLE SCALE: HALF SIZE 1.391 1891 91622; . 0 600 • It Y. 11 I I� 9 1 " TY• � 1 I0 326100 1 8 40 O LOCKING CUP 1 S SCALE: HALF SIZE 1 ® CENTR MATE 1 SCALE -HALF SIZE 483 NI )+-r2 oI 1 1 4 N 0 1.100 TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 1•• 0 y 2 420 i �I 945- `_00. " 620 "1 j��nn I. ti riq 0 1 N ~ - r2 .r 2 O S1LL-WALL MOUNTED SCALE. HALF SIZE STAINLESS STEEL ASSEMBLY .3206 HOLE () ROLLER ASSEMaLy SCALE: HALF SIZE ° CENTER MATE 2 SCALE: HALF SIZE NYLCN , .r1EEL RIVETED w PLACE 752" t 12 • 076 • 097 430 375 v r N 0 0 .217 1595 �j' 600 I 1 I. II 055 - 0 1Y•1 375 , , 1 ;•-• 1 15 I 1 711 0 0 0 r "`MAX. BOTTOM ( 2 BUSHINGS SCALE: FULL SIZE I 620, d l 4 1 -� � ADJ. SILL -TOP SCALE: HALF SIZE 248. .060 _ • II I rnS L.1 � 1~ 1 �o I I = � 1 � 230 MAX 300 CARRIER f 3.245 3.049 ADJ. SILL -80T. SCALE. HALF SIZE x .630 1 0 0. 060 - uoI .060 16510 285 0 0 0 1533 8 250 949 1 391 1991 L 060 0 1 ° CENTER MATE 1 MY LOCKING ROD) SCALE: HALF SIZE 956 517 I I I I 097 I� • i OBOI 3�, 4_881 376 1400 °INSERT SCALE: HALF SIZE 1 • 0.200 N 050 025• • 1 250 90' END SLAT SCALE: HALF SIZE 250 985 4000 FLAT END SLAT SCALE: HALF SIZE 0 4 O WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE FLOOR LO MOUNTED ()BUSHING (NYLON) (NYLON) SCALE: HALF SIZE ° SHIM SCALE. HALF SIZE 050 J 00 •01 01 41 N. - N 052 0 M1 W 0 1 .n - 282 :--: Z B 2 ® iZE 3 465 3 257 510 1 0 630 0 0 165 1 0 295 0.D -- r 060 1 1039 t 190 ' Orr - 06O J1 095 4421 I .942 1 1 559 2 101 • 060 (.345 n 052 CENTER MATE 2 (vw LOCKING 900) SCALE HALF SIZE •cal •S NO TEO 07/23/1996 .- 322 I8 THICX STAINLESS STEEL () LOCKING ARM 14 SCALE: HALF SIZE O PRODUCT REVISED as complying with the Florida Buiding Code Acccpfance No I -Q 10.01 Esplratfou Date (a3 e/,� By 411.. 4 1 Z1. x U CO 1] N Z W 0 = J a a g , I II w U W :' a I Wz z ' Cr D (1 ] --- W ID "o D § i GQ 2 a- N cc t W3 � Occ 0U z < ; w U Q U 0 11 V Z-,= IAA 0 W ~ < _ O V 4 0 tel H Q Z f, w+' N U.1.• Z O 0 0 0 n 1 0. V.J. KNEZEVICH CACITSSIONAL GINEE9 FL Lkerw rlgr}E 1011 6 -1/2" 07/23/1996 tl ray.nq no 01 -800 co ce 0 0 u 0 0 0 E z 0 E 4 a 4 05/10/02 15:21 SECT.10N BOTTDM TRACK FASTENER To 24" O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O ITYP.) SEE FASTENER SCHEDULE -OPTIONAL DRILL 5 /1". HOLE FRO BOTTOM OF EXTRUSION V BEFORE ASSEMBLY FOR TRUSS HEA0 BOLT ITYP) ALT LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE A 1B" ABOVE OR BELOW CENTER ISEE NOTE 6) SINGLE ARM LOCKING MECHANISM AT CENTER OR SLOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER 3 /L MIN. 1.1/2" MAX. o 44 I 5 1) 0 PLAN VIEW L TOP TRACK JOINT BETWEEN REMOVABLE ANO FIXED SILL INSIDE CLOSURE - T" HANOLE W/ SHIM PLAN VIEW r --111N SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET 51 DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. I I� TYPICAL PLAN VIEW SCALE: 3" . ,' -0" 1 Y 1" [ 1 /B ALUM ANGLE W/ 3/16 POP RIVETS OD 6' O.C. / REMOVABLE FLOOR TRACK DETAIL SCALE 3 ". 1'- 0" EXISTING GLASS SECT10N SINGLE ARM LOCK N.T.S. TYPICAL ELEVATION SINGLE ARM LOCK N.T.S. N.T.S. FASTENER ([A 2L O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORL O b SQ ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE F ASTENER TYPE 4 SEE SECTION B ON SHEET 3 FOR COMPLETE INFORJIATION - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY 8E INSTALLED ON INSIDE OR OUTSIDE OF SHUT SINGLE ARM LOCXING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON 1NSIOE OR OUTSIOE OF SHUTTER 2" MIN, ITYP.) 6.1/2 /— FASTENER @t 24 0.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ITYP.) USED MTN PIECES 0 ANO 0 LOCKING PIN SCALE: 1 -1/2" • 1' -0" (DOES NOT REPLACE SINGLE ARM 1003 OPTIONAL CLOSER HANDLE N.T.S. OPTIONAL CLOSER HANDLE N.T.S. NYLON /H•NDLE (DOES NOT REPLACE SINGLE ARM WOO 9 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK HAY 8E INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER —MIN SHUTTER SEPARATION FROM GLASS. l5EE SCHEDULE SHEET 51. DISTANCE TO BE MEASURED Pawl BACK OF SHUTTER BLAOE OR PROM HANOLE WHEN MOUNTED IN510E. INSIOE CLOSURE "T H•NOLE W/ SHIM OPTIONAL PLAN VIEW SCALE: 3" • 1' -0" CARRIER BUSHING 0 7/ 0 0 ■ 0 6 LONG NYLON !Or BUSHING 12 III I1 1 r10 • 2' SM5 MANUFACTURED FROM rt.10HT OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L L60 - a [ 050 THICK 300 SERIES STAINLESS STEEL WASHER ITYP TOP 5. BOTTOM) 7 EXISTING GLASS 3/e" 0 0 ■ 0 90" LONG NYLON BOTTOM BUSHING r,0 ■ 3" SMS MANUFACTURED FROM .I.10MT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 0. L60 "0 Y . 050' THICK 300 SERIES STAINLESS STEEL WASHER ITYP TOP C BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER (A 2 !SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 2' MIN >' PRODUCT REVISED as complying with the flotido Btddlog Code Accepts Ice No If -QS ••Vi Fsptmtioe I 24 ti s vfsioa M mi Dit Product C. tmt Q W � z 0 cc Q O 01 �0 0 u z u N 0 (.4 0 VJ. KN PROFESS)0 P1. llowea LIr Prs E/JT irry CCt`C S L SCALE: 1/4 J � / '.* APPROV E0 9Y: OATS: R EV IS EO PATIO ROOF ADDITION ;DRAWING NUMBER 0 1'1 L Ars 8 �__: E,x,ISr !;vG sOrFl r ro 't? E_MA 1 ry - .. ,,.,..- .tee --r•. _ ys•.r.'F --: t` vtri .'7' == a�� -t.x µ ' 4 1/4" rHK. FLOOR Pi. A 2'x8" STEELCOL1JA1N WE; ) ``AA T I (A EXI5rwO n s 4`SC O /1 2X JOI sr ? QC. 36 x .3G x 12 CONC. Ti /2" BL L OW G R; a L) 1/2' BOLTS 3 O.C. x10 TIE 13E / EXISTING A , CONC. ELO K BFIILDING W 2'k 8" ExrsrINL A } 00 /t. c\! 5/8" C hX PLYWOCD S,' rNGLt ;SLY iiC E • JOI_' 2' 8"JOIS •FASTEN• TO BEAM& PLATE 5/(r TI-l1 DF CC°RA rIV 4..\ PLY /r 0 6'x .9" x li'." s r ;EL _ ..,.._1 is l �- - -_— �— SEC T10A1 4 10 I /:?" P 4 .( j / "SCAT ALV ME L. 09, EXIST " T1 -:K, STEEL COLU I,2 4 X 3/4" S t P i : .. 1 . , � / `" ? /4' 1. ANCNC1? /3)L LEvt1 IN t om,, 3G / 3�f'k COt1C,. C r/ , G IV /, 4 `1 5 E /- W A Y 1 0 T i ,,J0/0( 0 1. { 1 , •.) A Pt _ • ,• /4 I 1 fric - . ri _ ..,.-',';,'• 'T ---' 1 - 1'T - i f- -- -T ._4 i 1_1_1 \ ‘_______ t il \ 1 i• i i .., 4--- t t 1._ • ' - 7 ..."._1 - 71 4 ''' - : -- __.-i-- :. - - • '!- . -t7.•: . ,..,'" „:_-_- ---,v.:ie. -::::: j-,:_. j e, / - 4 ■ '''r : . • • • : * '...7. - — - ,,z, ' ' : ' - : : 1 - _ . • ) ;F. -- -- 7 4 -1--• r •- -- - - t -7 _* (-------' ',-' / ..... ''`'-' , • 4 ..- I ) ,..--__, .:', 1 7',.. F- ',/, e r.- el t i t. 1 14, rJ - 14 . \ \ • 4 • :„ ...-4 ;<;.. t _ • • • 4i ." • 4 L 1 • •70 •".„ . • • I L . . 11.› • 11.J 4 tU ,n 4- 1 '4 4. 0 01.1.0.111111.11.2118.1.11=111112.11111.11011111.81118111111INIIMINII1 R/A GRILL VVFILTER, ,CPTioNAI SUPPLY AP PLENUM • \- CEILING --- FAN COIL ON PLATFORM THRU LOUVERED DOOR SECTION "A" n.t.s. HORIZONTALLY OPTIONAL CEILING DRAIN DAN R/A GRILLE VV,FILTER CRAIN FAN COIL SUSPENDED BY 38 'RREALT,E,D goos REF. LINES 41111111E111111111111111611113% COND UNIT / — ON MTL STAND 1 2' ABOVE ROOF 4 I BEAM 2' 0 PIPE 4" x 4' PITCH PANS ROOF -\ 1 / • SECTION "C" n.t.s. wansimosamwsignwinsisimammar# SECTION "0" • PACKAGE UNIT ON FACTORY CURB o A MAKE UP J ROOF SA PLENUM CEILING 24" x 24" 11/A GRILLE AFILTER n.t.s. .-. ,_. _ + :. .� _mss .. ..,;�1. -.... =*S. � �.,y. -.T+ --• *�..�.: 4 ._..+. _--.. Ire), e./Ai,t f ee rt . to 14111i kle:00 ttNc':' c+EE, E•GvArd A � flee- cr Witel . t tr - 9 Ri`! r fr .{y.�• /� / yt 1 /� 0 ... 10 , 4 1t • pyre?: r 1 t } ti &if • " t Cf w t4 Fir! iV 1 Ir L V { e.,\ nrrit H r' / • •••••90 6...Y....J. ar•rv, ••■^M 114 g, EA et) PIP!: r cij 6e Ai cv 2.1.- P1 ps L o c T 0_ t•1 M P • t 0 1 - IZ I 4 X 3=" LOH Posi IA I C.S I rEJ GAI E - - r I/4 -0° frP le d 6ite- " P T. No 1 4 APART et4 4'x4" P;T: too XE-FEIZ5 c)N DEP 12" x 3 E .- 10 t-ri„ 5 1, 0 , g Ito" t IT) c 4,IA fi co q c.. 5 cRec m X . It If 301r .re iol. ---> 31 .11.(1. PO. Lc 4 141. X , I DOcA. o i:' 4.vArri.dfrr 1 ' C 4 .• Pcloi pi loi, l ; 1, , P PoSED , 4c/i6Em / / Roo / / Ex IS rtA/c pi4 r 0,1 ,, . t X 9.4' / /, >1< i4. c ' .-" - 5 .‘" r9odr - / Roof' .72:1 d roa ; 0 " / D Cif/906,v 11/0 N-& /0/ 5• / 5"e '79 78' 7 5/ RIC 01 - .4 J 5 , 6 0 s 1 11 COLUMN SCHEDULE TYPE SIZE la. THICKNESS IEI• MAX COLUMN HEIGHT ht 13 a 6 t 0.055 1 C - 4' -0" 1-9' 5' -0" 'I- co 6' -0" ,V' -1 7'-0" 8 8' -0" 1 - '' 1 3'51 3505 3 - - 2 3 - 1.25 z = 055 - 035 Gin', 11-4 I2' -40' 11' -a' 11' -L' Id -B 4':2' 4 - 2 core c..(4 - 12 ll' - i !o' Id -s. 9' -ii' 4.5155 4 - 1• 2 c -063 Doi, J.1 dl I(,' --T' is 5' 14 Id'-!o 13'-1' 455 4 - - L '.ct,t c•..t - !2'•6.' Il' -1' IO' 10 0 10'-4 0 oe-lo CABLE SCHEDULE HEIGHT SPAN / CABLE CABLES al - 1c, 0 5015 lo'-o' 13' - o'' 5 n∎= _top. IA. ^ 12 i to' - ZCcr:.M eA1L Tr. fc.11J-e 4 5c. 1' 14 ce - 1(.'-0 8!,C+I A ZO FASTENING SCHEDULE DESCRIPTION FASTENER 3tio 5n�5 p ec LTIZ.fl ' btAA IL TcL • C.A' A e, 12 A O � Zt IG N = 5015 Sell r- Alf. 3.1•10 A Y4." 5 n∎= _top. IA. ^ B;a � T _ o 5,4.1„, ZCcr:.M eA1L Tr. fc.11J-e 4 5c. 1' a C • C. 1 TYPE 353 1 5 458 4- 4555 4 fog b 0555 42 - 155 '7 1555 '7 9 50 0 1 930 3 q SIZE id. THICKNESS NSA. h • o [ b T1 T? 01 1'SMS '/t /' /e STNAf at'. + . ues BEAM BRACE OETAIL AT EACH PURLiN AM SCHEDULE (FEET a INChES) MAX. BEAM CLEAR SPAN IsP ° 4' - 0" 5 - 0" 6'-0" 7=0" 8' - 0" • 344'0. SM5 100 1't ,M c I w EJ.., a Jo. of J ■144, 1 /LS fie: -A\,AS. reJI 17`04 UGC e.0 /t Ar�.� ,2•2 Ewa \ `A B A h ' A ,P. :nme.r mo,. BEAM COLUMN CONNECTION Lair. C a A -e seJALL c' 'ea.. NJ o ecI J u OL o' ftv,, E 3cJcio YSI W1EL C4'J.t.G Ste.. .4.44& t. 3.. z - o ■ ZI'• L 4 ' Zd9' I9L !, 0 zs= Ti4'-I L3' -II 24 s' L3' -4 c.QL.(L%Js Aces TMA,LI e,'--0" LI rJsi JT 5,4ALL GL GL- 000.4( To Tit. Dr-AA ktot4T Of b ' 0. Avo< srAc -oJa otTwtT.Fl !ANC e.' .s s1Lo 1 e- d BEAM COLUMN CONNECTION 06 2X2 PERIMETER MEMBER COMPONENT MEMBERS 'U' CLIP DETAIL I 2X2 7. BOLT AMD Soy.. FAS000 000 0000 AA OPEN SLUICE OF ERIIILTICN IltO FA3((EA OR 1LA3 MUST HAYS A HEAD DIA•CTEI OF S/4' 0a USE A tASMA Of 3/4' MIN. DIAMETER. 5. ALL COLS. SHALL SE FASTENED TO 0EAr3 GA STRL?S NITN FASTENERS OTM£A THAN INTERIOR SC0( "1. 1. 5063 -06 aLu!i gNM ALLOY SEAMS N!LL SEAR 014.0, IDENTIFICATION HARE STAMPED ONE FOOT FROM EACH EN; Of 10AM FOLLC'NINO APE APPROVED P:01511 00N 6063 -T6, 663 -T6, 0,63 - 10. lo ADDITION TO pEM_U Ur 00141 COI.M3, CLIP A0SLE0 044E R£2UTAE0 CM 110E COL:NYS I .66 ``0"" C-C AN. 11,' SLABS APD 4400TIN61 LY 074103 -NLE /3 OTmE01104 NOTED. 12. LATC'.ES ON 00011 Of )000S Of a11r od .oX ENCLOSURES STALL 01 5' -6' ANNE THRE0:-OLD APD MALL S1 SELF LTCAINE AND 5E11- LOCAINI TTFE. 13. ALUMIALI STRAPS APE 5063 - ATTAS:1D TO ELLA VIEW ?10 -5ASS 24', 2 6 14404 END Of STRAP. 14. RIM)Mr) LE.OTM OF STRAPS AHD INSERTS TO SI 501 CF MA SFAX 0 PLACED IN CUTER OF SPA1.(rt Cet•-X Al 'S. PEAIPITTI edezt1 'A' To SE faoiTIO•.•LLY FASTENED 4!2 - 170 S.R.S. EACH PANEL. PERIMETER ME-M. i AEOe' :T.ES AO A.CDITicAAL 440STE000$, 6. 5EcoIc 41 1, 211 544E ALLOY 5003 -T5. 7U. pimul Alt a!LLDT ALL COHME4TDAS API ALJ' .IA.A AHOY 2' -01 OE COUAL. 17. RAXIMLA OTEAMA:* PRD.oECTIGN If2 E FACIA INTO:NEES Of 1 5/4" AIM, 11. ALL 2 X 2 2 X 2 AD0ITI TO PENETMT:'N1U CONCRETE 1 31 T01 THiCA.MESSOf ANY FiNISN MTEMIM, APPLIED OTEA 0441 ELSA. 19. THIS STRUCTURE RA3 SEER DESIGNED :1 3 0000.0441 01TM: a. Ted SOUTH FLORIDA SUILDIH/ toot, 19Attpalc.. S. 1382 EDI010s OF THE 500040000 EU1L IN1 rota AS ANCASID AND REC0S"MDED 00 THE SUILDIN/ CODE 400ISOAr SOA?d Of PALA • SUCH [DONIS. fto*ooa. 20. SERT10E ORO• CONO'CTOf1. W OT$EE OVERHEAD Nt *i01 DIAL ACT Et INSTALLED 001.11 ANN PART Of LAT SCREEN ENCL03UME. 21. ANY METALLIC EML010410 0104111 FIVE FEET Of 042 10100101 N.'N.. -1 Of 101F0!INI POOLS SHALL It ELECTRICALLY SOILED. 22. cat. AMCHCI SHALL SE 1/4" 00 2 1/4' TM7ML10 804.T AA 25. THI1 SCREEN ENCLOSuFt SHALL SE ATTAGI111 SAO SECTPEO T0'A .10606017 STRUCTURE. 24. FOE (ACM PERMIT APPLICATION. T..1 W Of CABLES AND 610(01 SSW CHORD PUPLI■ SMALL SE 0(10. M :NED lY THE EM64HEEA FOA YjlE • LATERAL STABILITY. . • 2).' TN( SC,0EE ENCL01VtE SNAIL EE ATTACHED TO A INFI,'S/E 044.2' Hfi3A.0 I]EPTM 1000 44X10 IN ACCORD0ft N1TN.SF0G ,ECTj 440.3,1" If FACIA CONNECTION S 8 SNAP BEAM 2X3 DETAILS' FACIA CONNECTION DETAIL y (; Jx ANA.} fAE•V. eeo -er-e cJ 1 + 1 _ 1- •D' •• z'l" !.2 LAS 5otT Tr• EA.s. - - 2 :2. Il'm'91 I . *,s Tr, T- F FDec T Yi.' I . 2 / sit'.. 51 104 01*, NTS SNAP BEAM W/ STRAP SA:. C 104 . I 2 X3 N.T. S. N. T. S E- A L'srT S • T1P. 5404 LCL. - S:AO A D5u 8 le CAHC F16-' INN l S , uJ ',t/ Mc 44" MM .4 A RASE _� 1. MIEN LOAD: HALLS IN WI OirT 13 Pal. ROG"1 t0 300 07.f 7 ►SF. 2. SCR£EACLOTN OPENINGS TO 0E SCI OR 6FUTEA. 3. ALLIRI4!11 I[AM1 AND COLYYS POLL AE A MIN. O/ 055 TM1Ci RITA TOLERANCE AS PEA ALUMNI. A330C. LO•3TRLt1101 F :. o . . N I' CDlv4N AND TO► F£ ' . SHALL LAMIN. Of .05 TH2C1 VITA AO MINUS TOLERANCE. 5. AL. 13/0300 FASTENERS POLL SE 000 1MGNETIC STAINL00* STEEL OR AL:P. MEAT CABLE MAT00 0E ►0/100101 NH104 HAY 144 MOT-;1N►ED SALT. STEEL. 6. ALL 403011! A.C1 OIY1 OCYICES SHALL ►E rd_L pf ACA +1 METALLIC CCNSTRUCTI01 OR K::S OF VIREIN P.Y.L. PLASTIC CA MA.TLAIA. CF *144.00441 0040111.2144, • 'L A t• OC L. W4. • l_ L�4 Tf0'. OA. SIT7E 11 rC— 6' ScR:E'' /ADO r O E TAd- 5,56' rr.9co DR A�'r.✓v 1 IfY d 1 f" 0 Aviv ch' tic"- 1/0 A/ /0/ 9 r i 9) 5 µo i t." 4 - 4 r 2,.* D I M � ` 1:: ft [ IAwCS C X' FoR CAR a 6RM s:IAVS .SV5. 51 I !o' ,5' 2o 1 25' 0 22 4d 49" ' 1 57 63' 2 31' I 41` 1 58. 6- 61' -,4' 1 50'. 1 (2" l 71" 1- L°d - - 3o' .ohs' Trp. - ' 1 - 1 a x ; STR ..� -E 1 Id MAC I _ 1 LIT ".tom -- -•• 1. 7 ?O" -� - )I / cod- ! - r, i It .00' 1=- t { Al r •A) s' > sx.. a L I ' - - - • - ;.-.- 1 I PATIO SCREE'' ROOM I r� - _ • '1 • 1 1 Sou Jt =L ▪ 312 3125 oil 1.643 i o42 S ,� SCNC. j� O MAY a SEC CARRY - 61,04 5c44. 3,14 BEAM INSER1 4.043 - -� EFl>JR BRACT - I Mei spAc;.Y ( Ste CARRY 0EP.4 r eoa d c ra r • �- 3•i • 102 • 1 II 10' - Roos --J uo. PLATED DOLTS wcr.4 MASHER AT PANEL 40141'5. l z ts,a[ FOR 541..TFI -1S At10 ( r - a 5-M.S- 4 2'C.C.- CR . CAM DnN 2. i I ii A I %a AIUM sTRAO SECTION K- t," AIO - TEAS Ce 11'GC• ��- ONE SrYAP RC2 2R 302 • f f8•A c 1Q - 1b, T' EN'T' ) �6L3 _3 ; c91.06 1 ' 3 3 1.!25:X0 8 4 J51.15/ a 45 1.4 A 6445. AT NCL. FYG a IO" • 16" . /b ib - 14/6 w+JM AND (2) 45 k4G5 � ;0',c Ia N /Grc . - AN5 ,2) s3 RODS 11 i R)j BOtSS sas ALT (�N A - �- .5A-4 .S it" C. C. • (2) Rio PER PAN. COMPONENTS F. 2.00. 1 5 N. 80X BEAM 6063 -n ` (2)p8 S.M5. FA. FM1E.L OR EEA.M a DzACkET SECTION O -D GUT - teR 1 (2) Kp sos PER PAN -\ - WALL HEADER - -(2', its EA. PANEL - uR gE - i2) TM,RU 50LT S - Z X S 90x B AM - - -FOP ;LOURED _EMENT,; DR. IY L G: ,WiSE7`) ATTACHl1 L5 -) FPAI' = G'a 5E = x L' WOCO _.45 OR `MID TES (') PER PAI EI-, - -- 4 S. .--1-RAP ` ' - r ....• - -, - 1 I I • Tr+RU $0115 2 41:iTLks SFLT .ON F -F oO. Lam f 2.00` 'L fI t 6063 -T6 FL.T101∎1 .1 's 3 2 t 2' cgL Gr,t_� c - I 2) =T1TRU bh.75 EN- 'CZ 'k C L. SEt_TLON 8 -e, 8x.'-i w / ,res 1 . 5 - _ 2. 4 Ia SMS. RAN EA. erm . ��- (Z1=bOLTS COL 2 -102. -.-o- -306 cot. 2 ALx)5 4- -- r--- !od 1 sot` 3X3 COL 6a63- C I COL. N0. g (21 ;THRU 2fx -TS L-(21= :P.hf 144LS LA. A�Yxc. Setr iON (.2 SALIVC NAILS EA. ANGLE SGGYON 2X2 COL. 606 - n COL N0.2 CA- 1 - (11 r+t t w1oL� :.00" 10-4 MNt• 5EF CATrAY �t CARAV sMpLE SAN •I $IMPOZ 1.v 4 L-31(3X IV COL. TYP IlQe1LE Po4 V.LL DETA.L 1rPICAL (1.EuAr r -. - 30 .t PANELS SYSTEMS ROO* PAX ELS ONLY x O.RV[ CLEAT I x, PANELS W /CLEAT INSERTy & 1 2 "C.G. r C-jk7 C� 7 PisNa543i I6EArt I.SERTs 7 iL "C•G (.t ki r+av ears ICitS'8EAM eA-KE Q GOL NLY O J /4 Thou Eons EA. StCE SPLICE r (4\ 44 *ARS SEC T I ON E- 2144 ISOLATED FOOTING APPPOVAL SEAL FTtr- REQ'D AT W.1R of •5LA25 NiEx T YU TRAI LLR 0 - - ,A- + 0'x1V.- , /6A 6- - - 00/00 WWM AND (24 45 *coo. iii / qq ' MIN.SOILCTAE R 7 •r .! ' RF0.3) ALL STEEL MEN3ERS SHALL BE 1 f CORROSION WITH CLASS 90 GALVANI2IN4 OR OTHER APPROPRIATE ME11 AS SPECIFIED IN 218C9.6,ALUMNUM CONTACTING STEEL SHALL FE PRO -ECTEC AS PER. 3004.4. 4) WHEN ROOF IS CONNECTED TO TRACER, CARRY BEAN AND COLUMNS MUST BE USEC, A$ SPECIFIED Ih CHARTS, AT JUNCTION CF ROOF AND THAILER. - I 1 x24 " vwtLS SCHEDULE: AOOf PANEL MEW C- \IJ CARRY BEAM SCHEQUIE IL n RErk - 45 To ROOF DA .1(.1. OV EAN A.14. • - COL . NO. S? 1 1 ^! N. FEQ'p. �S CES16NATED P40. S146Nl1 - UNDER COMP061i+:T4 NOTE$: I) THIS STRUCTURE IS DESIGNED IN ACGORANCE 14tTH THE SCIJT.1 FLCR:DA 8L06. CODE ANO THE ALUM.ASSOCLATIO DESIGN MANUAL.DESIGNLOAO 30 Ps . 2) ALL SCREWS ANO 1300 S SHALL 8E ALUM. ALLOY 2024 -T4 OR 18-E-ER 300 NONMAGNETIC STAINLESS STEEL. 1 3 ' a PAN St MP1.E SPAN 2,R wwr E °>cA e SYSf .31a•WEEN CU.5. mTN6.04 co- W 4 - ti- 2 " -9" 'LARNE Y - 3 " f '• 1 1 7 . 1 sr." 10- O" 10- d Id- d' t 44" 1 ,3 tj 3 3 r1 6' -5 - ' - 9" bo t 4. 4 9, _4° eltsi o _II d -� f3 9'-G 8 ' - 2.90 70-6' l ' -l1- la I - 6 " 2.' 4,- 5' 1I.'- 3" Z°/4 il.' S' I re -0" (, - r .. 3'-9" 12 -3" Io'- 0" .A 1 -fi e '� l r 0-9 12 =5" lit 5' le' Kt t61 -o 14' -11" NORTON ALUMINUM INDUSTRIES INC. 7e 15 N.W. 3611 AU. MIAMI.FLORIOA 2 2 2 3 2 2 3 3 3 3 3 ALUMINUM PATIO. AND_ SCREEN ROCM to t4 10, . 1•}4VAsu ob 4 4'' Piy.t5l0 14 It 3- ;g dg 4, - .#11 .AT -: 0!i0 :. tivIn LCD - 4.116 .. . : 14 r elf • • . . 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