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1177 NE 100 St (11)0 F.I.P 1/2" NO ID. CAP F.I.P 1/2" NO ID. CAP 75.00' 4; N SKETCH OF SURVEY SCALE:1 "=25' LEGAL DESCRIPTION; Lot 13, and 14, in Block 177, of - REVISED PLAT OF TRACTS 175A, 175B, 175C, 178A, 176B, 176C, 177A, 177B AND 178A OF THE REVISED PLAT OF MIAMI SHORES, SECTION 8" according to the Plat thereof as recorded in Plat Book 43, at Page 67, of the Public Records of Miami -Dade County, Florida. PROPERTY ADDRESS: 1177 N.E. 100th STREET, MIAMI SHORES. FL. 33138. 1 t [2 2 - E.M. 11.5' 55.4' 3.0 6.7 3.0 20.9' 6.7' 0 0 21.9' eJ II -30 PLANTER 10.5' 0.7' C.B.S. WALL 150.00' A/C 2 x3' 2"in PPro 53.6' co 1 5 — ■ NA. 7 _ l F.I.P 1/2" NO ID. CAP F.I.P 1/2" NO ID. CAP 1OOt STREET r ,= Q-1<f --rtes 1 ___________________,/ v f .� T 20'±ASPHALT PAVEMENT REVISED: LEGEND: A/C — E.M.— ID.— G.F.E.— LF.E.— C.B.S.- F.I.P.— NOT VAUD UNLESS EMBOSSED WRM SURVEYOR'S SEAL CONCRETE AREAS ASPHALT AREAS AIR CONDITIONER ELECTRIC METER IDENTIFICATION GARAGE FLOOR ELEVATION LOWEST FLOOR ELEVATION CONCRETE BLOCK STRUCTURE FOUND IRON PIPE CENTER LINE LOCATION MAP N.T.S. BOUNDARY SURVEY I Hereby Certify: That the attached Survey woe mode under my reepondble charge and eubetantlolly meats the minimum teohntoal standard as set forth by the FLORIDA BOARD OF LAND SURVEYORS In Chapter a1g17 —e. Florida Admintsbative Code, pursuant to Section 472.027, Florida Statutes. 'rnti •).- ter i »,. )ti i FL000 ZONE A GAR B. CASTEL Reg eta ofSFlorida Na 4129 05- 31 -03� 1'c9.6' SURVEYOR'S NOTES; 1) Lands shown hereon were not abstracted for easements, right of way or other Instruments of records. 2)There may be additional restriction not shown in this survey that may be found in public records of Miami —Dade County 3) No underground Improvements were located. 4) Unless otherwise noted, recorded and measured data are In substantlal agreement 5) Legal description provided by client 8) We survey must, exclusively, be used for mortgage purposes 7) This survey has been prepared for the exclusive use of the entitles named hereon and the certlflcation hereon does not extend to any unnamed party. 8) Bearings If shown are based on assumed meridian and Plat of Record. 9)Elevotlone based on Dade — County CBMf 3100 N -397 Elev.— 9.80' N.G.V. Datum 1929. CERTIFIED TO; JUAN CARLOS RODRIGUEZ AND MARGARET RODRIGUEZ THOMAS RINGEL, ESQUIRE, MARKOWITZ, DAVIS, RINGEL & TRUSTY, P.A., MORGAN STANLEY DEAN W1'1T1 R, tSAOA Iid E•rS' i n)s tit2A. is . FtJ Jt' 1 fJC . GARY B. CAS r EL SU INC LAND SURVEYORS 12018 C.W. :32nd COURT. MIAMI, R0MA 33188 (315; 253 -472D (305,2.3 -8787 J08 No. OWN 8Y .1.E cc3 -767 - F.I.P 1/2" NO ID. CAP \ cti F.I.P 1/2" NO ID. CAP 75.00' 9 N SKETCH OF SURVEY SCALE:1 - =2 5' LEGAL DESCRIPTION; Lot 13, and 14, in Block 177, of "REVISED PLAT OF TRACTS 175A, 175B, 175C, 178A, 178B, 178C, 177A. 177E AND 178A OF THE REVISED PLAT OF MIAMI SHORES, SECTION 8" according to the Plat thereof as recorded in Plat Book 43, at Page 87, of the Public Records of Miami -Dade County, Florida. PROPERTY ADDRESS: 1177 N.E. 100th STREET, MIAMI SHORES. FL. 33138. 1 STORY C.B.S RESIDENCE No 1177 LF.E -9.70' LG.L-7.60' STREET PLANTER A/C 2 x3' E.M. 150.00' 3.0 8.7 3.0 150.00' 100th PLANTER N 20'±ASPHALT PAVEMENT 10 59.7 0.7' C.B.S. WALL r 07 F.I.P 1/2" NO ID. CAP F.I.P 1/2" NO ID. CAP NOT VALID UNLESS EMBOSSED WITH SURVEYOR'S SEAL REVISED: BOUNDARY SURVEY I Hereby Certify: That the attached Survey vas mode under my nreporetlble charge and eubetanUaIy meets the minimum teahnloal etarda,d on set forth by the FLORIDA BOARD OF LAND SURVEYORS In Chapter 61g17 -5, Florida MmInlstrative Cods. pursuant to Section 472.027, Florida Statute,. GAR B. CASTEL RegMered Land Surveyor No 4129 State of Florida GARY B. CASTEL SURVEYING, INC LAND SURVEYORS 12016 S.W. 132nd COURT. MIAMi, FLORIDA 33186 (305) 253 -9720 (305)253 -6787 FLOOD ZONE: A E DATE: JOB No. 05 -31 -03 SCALE: 1 DWN. BY J.B 1 203 - 7G 7 LEGEND: A/C — E.M.— ID.— C.B.S.— F.I.P.— 7 CONCRETE AREAS ASPHALT AREAS AIR CONDITIONER ELECTRIC METER IDENTIFICATION !f..ICY Ma7u"�T't!' YJf!J • agleas a , c - .0 • • s GARAGE FLOOR ELEVATION LOWEST FLOOR ELEVATION CONCRETE BLOCK STRUCTURE FOUND IRON PIPE CENTER UNE LOCATION MAP N.T.S. ic>7. 57.. Ti 8 ' : 1 31 to - ST. r7 ..+ i land'' 9+'. SURVEYOR'S NOTES; 1) Lands shown hereon were not abstracted for easements, right of way or other instruments of records. 2)There may be additional restrictions not shown in this survey that may be found in public records of Miami —Dode County 3) No underground improvements were located. 4) Unless otherwise noted, recorded and measured data are In substantlai agreement 5) Legal description provided by Client 8) Th1s survey must, excluslvely, be used for mortgage purposes 7) This survey has been prepared for the exclusive uee of the entitles named hereon and the certification hereon does not extend to any unnamed party. 8) Bearings If shown are based on assumed meridian and Plat of Record. 9)ElevatTone based on Dade — County CBM# 3100 N -397 Elev.- 9.80' N.G.V. Datum 1929. CERTIFIED TO; JUAN CARLOS RODRIGUEZ AND MARGARET RODRIGUEZ THOMAS RINGEL, ESQUIRE, MARKOWITZ, DAVIS, RINGEL & TRUSTY, P.A., MORGAN STANLEY DEAN Wn - ri R, tSAOA . icrr j e- ' 'T1Tt If.lS L�2�. NL �tlNn 11\)C• • N 0 0 O 0 c 0 O 0 0 0 0 0 I0 0 CO 0 L7 0 0 U 0 0 0 V 0 0 0 1.840" ; .?..-533".875".;-83,1; I{ oI ' 1 II r-t2 j0,-t2 I °I A � 1 1 -193 %+t 1 = .055" t2 = .076" HEADER -CLG. O 1 MOUNTED SCALE: HALF SIZE n; 2.420" 048' .966" } .875 I X -t l tl = .055" t2 = .076" t3 = n97" O HEADER -WALL MOUNTED SCALE: HALF SIZE I N 44/8" CD °ADAPTER SLAT SCALE HALF SIZE H°52- ? 3.993 4 1 11 t-- N' \ b5 °! ! �! S 4.076" 4.534' ,YP. SLATS SCALE: HALF SIZE 0 0 N GCN r'...L NOTES: 1. THESE APPROVAL DOCUMENTS FE ?RESENT A SHUTTER SYSTEM ANALYZED WITH THE P.OVISICN SE- FCR THE ISSUANCE OF A NOTICE CF ACCEPTANCE INCA) BY MIAMI - DACE COUNTY PRODUCT CONTPOL DIVISION FOR THE FLCRICA BUILDING CODE. 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE AP.ROVAL OCCUN.ENTS. N0 INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. CETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCCRDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FCR WIND LCAO CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CCGE 2001 A DIRECTIONALITY FACTOR OF Kd =0.65 SHALL BE USED. 4 THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE GOES NOT DEVIATE IN EITHER FORM CR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8 . WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 81 REQUIRE THAT A ONE - TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE M:AMI -DARE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITIGN DEVIATIONS OCCUR WITHIN THE NIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION `5 SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLCWS. MIAMI HOME SHUTTERS INC. HIALEAH, FLORIDA ^F MIAMI -DAu� COUNTY PRODUCT APPROVED .048" ▪ .125 t3 -• 10. ALL SHUTTERS SHALL NAVE A LOCKING MECHANISM AT CENTER CR SIDE CLOSURE WITHIN 16" CF CENTER (VERT.). LOCKING MECHANISM SHALL 85 LOCKED TO FRGViCE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRL•S:CNS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N x. 107" • 1` t1 = .055" t2 = .076" t 3 = 121.. BUILD -OUT WALL HEADER SCALE: HALF SIZE .248'i 0 Y c • N 0 0 3.840" MAX. 1.840" � .875" � /; - 90' t2 (TYP.2)rt3 N m - Iv t 1 (TYP. 2) .326"1-#--f 4 of; _ 620 ". 2.775" 2.585" x N N 5;ID r ° .0601 N I� ANGLE \\ I 1 I 250 0 m .949" • 1.391" • 1.891 { r O CENTER MATE 1 SCALE: HALF SIZE Csl 2" MIN. ,5" MAX.1 SCALE: HALF SIZE olo i l 1 12. ALL L SCREWS AND SOL TS TO BE 2024 - TO ALUMINUM ALLOY. STAINLESS STEEL. 0I s` GR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K 5.1.. U G.N. POP RIVETS TO BE 3/16 - 0- 5052 ALUM. ALLOY. U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14 FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 1S. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT tic. 5,755,270- 2373' 91.522 60 3 I rt '-t 9 1 .472" I.D. 612" 0.D. 1 L"II 1 151° j 1.350" I ` TS00'• t t r (OPTIONAL) O LOCKING CLIP SCALE: HALF SIZE .058 1.100" Vii- .251•' TYP. AT EVERY OTHER INSIDE JOINT AT TOP. O ROLLER ASSEMELY SCALE: HALF SIZE 0 0 0 ° c- o .1 = 095.. t2 = .076' 2.420" I .1 . 945 " ,r 600'y620'I I. r. 1 1 rt 1 1 A _ !l kt2 J 1 .0551 1 = .076'11 _ g ,1 ® S)LL-WALL MOUNTED SCALE: HALF SIZE 2.795" °I, 165• I.D. r 1. .255' 0 u. ^li �i j . �I 1 i ~.19 0' , 1 ?,.. . - 34 5 .. .095 1 .4 I .542" 1 1 659. ~ 2 101" ° CENTER MATE 2 SCALE HALF SIZE STAINLESS STEEL 430• 375^ ASSEMBLY 375" I, -.320"0 HOLE •.,, NYI ON WHEEL RIVETED IN 1 PLACE I 1 t1 re- I 4 7 / 1--\ •• •-- N I ti \ I c . r2 1 8 2 2 1 645" Air WALKOVER SILL FLOOR MOUNTED SCALE: HALF SIZE I , 1.685" • .; 65 "600.620` II I II .055' (TYP.) Ij I 711" - SCALE: EsHAL SIZE C A L H L AF 5125 O 0 0' ` BUSHINGS SCALE: FULL Sj2E z -X 230" " ' 1 MAX. 1 MAX. � .. , X0,1 � TOP BOTTOM MAX. CARRIER - .350. .310550•' Oli „4060" °. O0 Q 1 r m 211' 1.533 3 ^4 • 3.043.. I X5:0 - ID ' .630" 0.D. 0 Ni 1 � c .' 10 ) re. J u 0 I 0 0 0 c l, � r� ^'l J CJ I nA,3_ I 1-, 1 15- - A 243' °CENTER MATE SCALE: HALF SIZE I 465" I x115" 1 r,, R 0.50'÷-4± 250' 9:.9" 1 : 1 5 055'. (TYP_Yi� N� 0` r I N I N / • .055' i ECG" j / (W' LOCKING ROC) 956" I II I �I .222 S ri I m� 76''488'' 7A_. I 1 450" 5 .375" R -. .505 R © I L-I I - ~097 iT3 O INSERT SCALE: HALF SIZE 2 110" t ..200" 1.533- I ' - .055" 1161 -1" ALTERNATIVE - ADJ. SILL -BOT. SCALE HALF 5 -E i I f . ' 0.• Jam_ 5.. CTh CENTER MATE 2 co. LccKIND ROD) I 0 SCALE: HALF SIZE .040'_R I - .435" R r.i35" R LOCKING ARM ALIGNMENT INSIDE HANDLE @ BUSHING (NYLON) @SHIM (NYLON) 17 SCALE: HALF SIZE SCALE: HALF SIZE i' II 1.250" { I' � -.136" l .�f .250" 3.283" 510" I r ' 01 .630" 0.D- 'i I c _ 285 i05..0.7 r (',/ --i ." ' : I 95'JI I - l. -2 I ; 1 6c9 2.;01" 050" 025'-' �1 (TYP.), I) I s i 1.255' S0' END SLAT SCALE: HALF SIZE 3 455. 1 I • FLAT END SLAT SCALE: HALF 5.26 3 267.. i 1 558 1.115" 1i5 MICK STAINLESS STEEL 2 F12" ■ 14 LOCKING ARM SCALE: HALF SIZE ;322 0 :214 • II v. PRODUCT E LSED as c :Cp.yii:4 Buiein; Cody '. AccerFSIICC No 03- c � c c / Ezpirstic D2te 0 c 4 51::2i Ti t:l l:4fL`ct Ciot.^o1 DiYi''ioo V.J . KN EZEVICH I PROfESSIO ScINEER 1 R. License : PE • IC9S3 I s`a, C e 1.a..n y 1 Cy I ' :;TED 1, f ces.gn Cy iichr...ea on ■ VP( ji V./K.; 1 C.a.,.ng no_ 1 1 03 -802 1 sheet 1 of 7 1 ,0/17/2002! O 0 CN 0 0 0 U z z a < N N a l/1 to Z O F 0 1 — w 01 = w w 4 N a a- ' Z a - FASTENER s, 24" 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP. ( -OPTIONAL r7 /7n /nj 1'- 01 SECTION /BOTTOM TRACK PLAN VIEW VARIES - NO LIMIT TYPICAL ELEVATION S . DRILL 5/8 "C HOLE FROM BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) TOP TRACK ALT_ LOCATION OF LOCKING MECHANISM AT SIDE 1 ---LOCKING MECHANISM CAN BE (a 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) I i I ` I 11 1 5 10E t., CLga HAN L 4J/ I I SI^.CLE ARM LcZ NG • i ..T CENTER - C=: SIDE OF SHUTTER. LOCK MAY BE INSTALL ON i' :SIDE OR OUT CF SHUTTER 3/4" MIN SEt FAS T_ . _ P, SCH =?U'_ — Ti -1 /L MAX. PLAN VIEW v -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. '-JOINT BETWEEN REMOV:',BLE AND FIXED SILL TYPICAL- PLAN VIEW SCALE: 3" = 1"-0" SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE : 3 - = 1'- 0 USED WITH PIECES.AND 31 LOCKING PIN SCALE: 1 -1/2" = 1 -0" / EXISTING GLASS (T 'r ?.) 6-1/2" 1" x 1" x 1 /s" j \ -A.SSEr=1 L ALUM A bL. L 1 •N-1 r W/ j • OPTIONAL 3/16"0 PCP ' ACCESS HOLE RIVETS 6" 0.0 — EXISTING rI� FSTRUCTURE FASTENER (1 24" 0 C. (SEE ANCHOR SCHEDULE 2" MIN FOR ANY ACCEPTABLE ANCHOR). I I .J SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. 7 - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4• T I M F •:_ S /7 - " MAX Ir: . SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER PLAN VIEW -FASTENER �)n 24" O.C. / (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (T� YR.) T .' SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 1 I K.T.S SCALE: 3" = I I i" x 1" x 1 /8" l I I 3/16 "G PC? 1 ( (DO£S.NOT REPLACE SINGLE ARM LOCI° OPTIONAL CLOSER HANDLE (DOES NOT REPLACE SINGLE ARM LOCI° OPTIONAL CLOSER HANDLE N.T.S. JOINT BETWEEN REMOVABLE AND FIXED SILL [ NYLON HANDLE "-NYLON / HANDLE - MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. I INSIDE CLO5UP.E T" HANDJL W/ OPTIONAL REMOVABLE FLOOR TRACK DETAIL :SCALE : 3 1'- 0" 1i OPTIONAL PLAN VIEW SCALE: 3 = SECTION T CAR iERBUSHING @ 7/16" O.D. X0.63 " LONG NYLON IQ BUSHING 133 1 10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP E. BOTTOM) A 7 J 3/8" 0.D. x 0.90" LONG NYLON BOTTOM BUSHING V #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON 8, .460 "0 x .050" THICK 300 SERIES STAINtE.SS STEEL WASHER (TYP. TOP & BOTT6�1) SCREW BUSHING & ROLLE BUSHING ASSEMBLY E: HALF SIZE EXISTING/ GLASS 1 " sSEM LY / ,-OPTIONAL LOCATION C5 CONNECTION TYPE % REFERENCE ANCHOR / SCHEDULE FOR MAX. / SPACING EXISTING i STRUCTURE 7-; / \-SEE SECTION L ON SHEET L FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2- MIN FOR ANY ACCEPTABLE .f 1 ANCHOR). 1 02 I • PRODUCT REVISED Y..ith t c F ia: i BEidiag Ccde _ Accepiir.cc \t) C?- 0 4- C / , c7 EspiratioiiDat /Z2 / - BY Miami Dad 'rodt.ct Coutili: Division c tn n+ 0 2 Z 1 _ z, V I Q W o 5 0 < „IQ c I v 0 t o c IL 4 �' I� I = _ U > uJ z I 0 r CO O z W U J 0 VJ. KNEZEVICH PR0FEiS:O.'.. F. license ” •`P- . .9t7109di JAR ,) 4 2006 10/17/2002, I stale �'Or a..n Cy 1 AS ~DYED : 1 Cesoyn Dy I!cneck.ed Dy v PC V)KKK i pra..in c n 03 -8 I t sheet 2of 7 I L O 0 CN 0 0 0 U z z a < N N a l/1 to Z O F 0 1 — w 01 = w w 4 N a a- ' Z a - FASTENER s, 24" 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP. ( -OPTIONAL r7 /7n /nj 1'- 01 SECTION /BOTTOM TRACK PLAN VIEW VARIES - NO LIMIT TYPICAL ELEVATION S . DRILL 5/8 "C HOLE FROM BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) TOP TRACK ALT_ LOCATION OF LOCKING MECHANISM AT SIDE 1 ---LOCKING MECHANISM CAN BE (a 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) I i I ` I 11 1 5 10E t., CLga HAN L 4J/ I I SI^.CLE ARM LcZ NG • i ..T CENTER - C=: SIDE OF SHUTTER. LOCK MAY BE INSTALL ON i' :SIDE OR OUT CF SHUTTER 3/4" MIN SEt FAS T_ . _ P, SCH =?U'_ — Ti -1 /L MAX. PLAN VIEW v -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. '-JOINT BETWEEN REMOV:',BLE AND FIXED SILL TYPICAL- PLAN VIEW SCALE: 3" = 1"-0" SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE : 3 - = 1'- 0 USED WITH PIECES.AND 31 LOCKING PIN SCALE: 1 -1/2" = 1 -0" / EXISTING GLASS (T 'r ?.) 6-1/2" 1" x 1" x 1 /s" j \ -A.SSEr=1 L ALUM A bL. L 1 •N-1 r W/ j • OPTIONAL 3/16"0 PCP ' ACCESS HOLE RIVETS 6" 0.0 — EXISTING rI� FSTRUCTURE FASTENER (1 24" 0 C. (SEE ANCHOR SCHEDULE 2" MIN FOR ANY ACCEPTABLE ANCHOR). I I .J SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. 7 - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4• T I M F •:_ S /7 - " MAX Ir: . SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER PLAN VIEW -FASTENER �)n 24" O.C. / (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (T� YR.) T .' SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 1 I K.T.S SCALE: 3" = I I i" x 1" x 1 /8" l I I 3/16 "G PC? 1 ( (DO£S.NOT REPLACE SINGLE ARM LOCI° OPTIONAL CLOSER HANDLE (DOES NOT REPLACE SINGLE ARM LOCI° OPTIONAL CLOSER HANDLE N.T.S. JOINT BETWEEN REMOVABLE AND FIXED SILL [ NYLON HANDLE "-NYLON / HANDLE - MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. I INSIDE CLO5UP.E T" HANDJL W/ OPTIONAL REMOVABLE FLOOR TRACK DETAIL :SCALE : 3 1'- 0" 1i OPTIONAL PLAN VIEW SCALE: 3 = SECTION T CAR iERBUSHING @ 7/16" O.D. X0.63 " LONG NYLON IQ BUSHING 133 1 10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP E. BOTTOM) A 7 J 3/8" 0.D. x 0.90" LONG NYLON BOTTOM BUSHING V #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON 8, .460 "0 x .050" THICK 300 SERIES STAINtE.SS STEEL WASHER (TYP. TOP & BOTT6�1) SCREW BUSHING & ROLLE BUSHING ASSEMBLY E: HALF SIZE EXISTING/ GLASS 1 " sSEM LY / ,-OPTIONAL LOCATION C5 CONNECTION TYPE % REFERENCE ANCHOR / SCHEDULE FOR MAX. / SPACING EXISTING i STRUCTURE 7-; / \-SEE SECTION L ON SHEET L FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2- MIN FOR ANY ACCEPTABLE .f 1 ANCHOR). 1 02 I • PRODUCT REVISED Y..ith t c F ia: i BEidiag Ccde _ Accepiir.cc \t) C?- 0 4- C / , c7 EspiratioiiDat /Z2 / - BY Miami Dad 'rodt.ct Coutili: Division c tn n+ 0 2 Z 1 _ z, V I Q W o 5 0 < „IQ c I v 0 t o c IL 4 �' I� I = _ U > uJ z I 0 r CO O z W U J 0 VJ. KNEZEVICH PR0FEiS:O.'.. F. license ” •`P- . .9t7109di JAR ,) 4 2006 10/17/2002, I stale �'Or a..n Cy 1 AS ~DYED : 1 Cesoyn Dy I!cneck.ed Dy v PC V)KKK i pra..in c n 03 -8 I t sheet 2of 7 0 0 (Ni 0 0 c 0 V WIO SEE TABLE 2 DOOR WALL MOUNT SECTION SCALE: 3 = 1' -17.'• GLASS CR DOOR - i1/2" � -� U CON 1 , EMBED 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR M'AX. SPACING ROLLER ASSEMBLY 1/2"/ TYP. EVERY OTHER PI X O C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WC� -- RJ' TUR=. SEE R SCHEDULE, TYP ' V S- 3/';5" MAX ,- ,-ALT. A`:G' E LEO DIRECTION. \ RE VERSED ANGLE LEG MAY / BE FRO`; ON NG_E OR FROM BOTH ANGLES (TYP.). -E.1 CONNECTION TYPE. BUILD -OUT MOUNT SECTION SCALE: 3" = T -0" 02/20/03 13:01 1/4" MAX= 1/4•' Z <- < LLtJ NJ (/ C3 a W 3 c O - F- J - Jw <-) = X0 11 <Z X Zv U ) NOTE- BOTTOM MOUNT DETAIL MAY BE USED AT TOP- EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. „ED �EQ., LASS SEE TABLE 2- OR DOOR 3/16 "0 POP RIVET OR #12 TEK SCREW p 6" O.C. (TYP.) ASSEMBLY 1 "x1 "x1/8" ALUM. ANGLE W/ 3/15 "o POP RIVETS p 6" O C. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1: ' SrP (TYP TOP F EDT) O MI 1 i - — t I < SEE TABLE 2 I ii ° J 4 1 " l/l t A LA. - -- '' , _ID X�, <u v i i I X 1 I2 R Ti j � EFERENCE ANCHOR I ,w 1' / SCHEDULE FOR MAX e°LI • 1 /L' M X — u ^ ^ / SPACING BUT DO NOT n C EXCEED 6" SPA NG; - -_ , � 4G T 1/2' -11 CCtiT .,_t- -• \ \� 1/2; \-u CONT. �f 1 FT)CIF 01ST FOCF DIST ' I1 S EE CLASS OA 000R tf 3/16"o POP RIVET L (c� 6 O.C. (TYP.) 1/4" MAX. al° W'0 OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. w10 ®CEIL ING /INSIDE MOUNT SECTION SCALE: 3 = 1' -0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 5/8" MAX. r'/4" I MAX. w Z w an w L/ L/ ~ = • ZOW � XI �<0 < W <0 )1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ® BUftD-OUT MOUNT SECTION SCALE- 3" 1' -C" 1 /L" MAX 8 ZI<'' <'C.<!C-1.4./ t,1 .0 3< es 'X? Xr3 i w 1 /L" MAX. J EDGE 1 DIST - GLASS OR DOOR -- 11) CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE Cl C2 CONNECTION TYPE REFERENCE ANCHOR \ C1 CONNECTION TYPE SCHEDULE FOR MAX.` REFERENCE ANCHOR SPACING BUT DO NOT F SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ 7c 11/2" (TYP ) NUT Z 12" O.C. (TY ?., TOP 8. BO i TOM) SEE TABLE 2 . 3 -3 /L•• MAX. t A T. ANGLE G DIRECTION ` YP.) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX O BUILD -OUT MOUNT SECTION SCALE= 3•' - T -0" 1� 2 3 1 /2 ' / -- EXISTING CON T E MASc`RY OP- WCCO STRUCTURE. S =E I "..7 -T- RU A \.NOR SCHE00LE, TYP. EXISTING W000 r� [ i C3 CONNECTIO TYPE I / TSS OR RAFTER r `Oi- = r REFERENCE ANCHOR 4" MAX. C.C. ( \f J SCHEDULE FOR MAX. �\ I, 2 i ! • w - - C1 CONNECTION TYPE IC . ( . SPACING O OT , ' / E �, 6 T D S : �-- I- / REFERENCE ANCHOR EXISTING WOOD OR / < XCE_L 6" SPACING / y1/ _ �� _ 1/ r 20 M ACHI I c ^ L T WI .? ? f _M T r / SCHEDULE FOP. MAX. S I UCCC FI�:ISti ` i I I r - w COT: I \ 1 • i i � cc / r `:' - 0.C. (: fP., TOP \? - '' / SPACIN : MATERIAL I f I ! � I L% = Z \! .1 i1 \'�' ', L T YP. T0= 1; C "I 1 5 /E - ROLL ER, A. .:1 —' �'�Y 1.5-i.' . .: 1 it /" `� EFIN _ .. / - 1 ; T ' ?. EVERY OTHER Iglu-, •-.fk 1, _ ! I I 1. 7' \ _ coNT -/ TWC 1/L -2 l p � `HE { : G I . ` MACHINE - BOLTS ~ � . 1 ma c - 1— i i Tom K SCREW i. O .0 Sit I. 'e� /L Mz. k TABLE 2 I \ ,,a MAX. #14 SMS c 24" 0.0 MAX. IN BETWEEN TRUSSES SEE TABLE 2 t' \1 L I \ EMBED. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. I U i N IEC. ► EQ . e e X 1/ 4" MAX. z << < C../L1 G NJ C O H -1 Jw X Zv 1- D X < w ul Zw L 1/4 MAX. TOP 8• BOTTOM 16 WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" = T -0" DOOR---11 QLASS L WI I- 0. 0 10 L O 4" x 1/8" 6053 -76 ALUM. CONTINUOUS PLATE W/ THREE 1/4•'G WOOD LAG SCREWS WITH 2 -3R." N:'N MUM THREADED PENETR. "T" IN W000 (O EACH RAFTER OF TRUSS, 24" C.C. MAX. WHERE PLATE EX,TEP: ^S 8CYGND LAST TRUSS, EX I LND PLA 1 E TO NEXT TRUSS 1 /L" MAX- Z <- <1Cw 0 1 01 J tn 0 L �I- J ! < 01; C X 1 `v ` L N — 1/4" MAX. U SEE TABLE 2 \ �'.'•�I \ \ \ T C3 CONNECTION TYPE \ 1 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE- SEE ANCHOR SCHEDULE. TYP 5/8" MAX. 2" x 2" x .050•' ALU`".. TUSE TYP. TOP & BOTTOM 11/2" 3- 3/16" MAX. \ . 5 1 / Z." MAX-, X 1/2" Z<' < Lw 3< ▪ O I- Jw O < 01 1 <_ x Zv Zlw i v) 1 /L" I MAX — C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING BUT DO NOT EXCEED 8 -1/2" SPACING ®BUIL D -OUT MOUNT SECTION SCALE= 3" = 1' -c PRODUCT REVISED as complying wit : 2E. Fic Biding Cot:c Acce :zazeNo03 -G -G7 07 Ezpiraiion Ds:. o/2/'' o c Ey b ezt" / //7 Miarsi Dad5oduct Coto Division o m . yy , m m I < Wj 0 lo` S I =,u V W N I Z 0 t u iZ I Y 10 0 10 I _ 0 to lv z 0 0 >- 0 0 (/1 z w VJ. KNEZEVICH 1 Pi3FOi>:Ohd. c , •EFR Ft Lcenoe No. gf�i33 i 4 24 II1 II 1 I II 1 ' I 'I4 I I I I 1 1I0 .N, 0i ,h IN: 1 ;0 o :0) Isar. I 10/17/2002; I s:ate 1! d.a..n Or AS r. TE'Dji r•CR (des•gn by 1.01e0ned b?, ■ VlK 1 VJKI d.a...ns no 03 -802 sheet 3 of 7 ALUM. BEAM & : SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" Tw = .125" 8'_0" 8' -1" Tf = .125" 10 -0 7' -6" 5 -0 14' -0" 2 "x6 Tw = .072" 8' -O" 11' -6" Tf = 1C' -O" 10' -4" .22•. 5' -0" 1 15 •-5 " 2 "x9" Tw = .072" 8 " -0" 1 -5" Tf = .224 1C' -O" I 11' -2" c c v 0' 0 h 0 0 N 0 0 0 C'1 i V 0 0 0 C.) c EXISTING STRUCTURE TWO 3/9"0 POWERS CALK-IN 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST OR FOUR 1/4"Q ELCO CRETE -FLE (� 3" O.C. W/ 1 - 3/4" E MBEDMENT 8,2 EDGE LIST. IN EACH ANGLE OR DO OR D 0= n? /70 /ns 1 - S - 04 - .I \ 3/16 "0 POP RIVET CR *12 TEK SC RE- • EME _ - �. 6" O.C- \ I TWO 3/2 POWERS r ' L l i .F' .- i /4' rl i Z. C.= ■!_K -!N 3 -3/4 O.0 \i .1 1 , ` _ S 1 b I_� 1 `� J 3/1 POP RIVET IN • 3 KSI CONC. �i NI\ ' O R t5 a' } 1 E2E 11 t :� GR -12 TEK SCREW O D!ST , 0= FOUR �. \/ ' - \. ;. s 1/ 4 0 ELCC CR' I E -FLEK r. /\ I rl ..L. REAM (SEE BEAM \ SCHEDULE ABOVE FOR C. O.C. f: / 1 -3/4 `\ . N. ; ^ I I ( E MBEDMENT E. 2 -1/2" V\' G _ = ,\ G Vi 'DETAILS Tf -ti. BEM DESCRIPTION E. E00 GIST. IN EACH \ y }�: ff , a;c=z; i MAX. HORIZONTAL SPANS) ANGLE � A `� I " J � P 1/4 -20 S.S. S_S_ MACHINE SCREW \ \I , ' �' - I ` 11" MINI NUTS` 12" O.C. PROVIDE 1 "0 / ACCtSS HOLE IN BOTTOM OF \ n I ■ \ACCESS, t _ ,, BEAM OR USE THR' BOLT AS HOLE SHOWN IN DETAIL HH \\ \--2" 2.. x 3" x 1/4.. \ \ 6063 -T6 ALUM. ANGLE ' THREE -1/4"0 THRU BOLTS EXISTING I 5/8" j STRUCTURE) MAX -4 ALT. LEG DIRECTION --m 5/8" MAX. 2' 6 1-1/4" ALT. LEG DIRECTION SEE TABLE 2 x3 "x 1/4" 063 -T6 ALUM. ANGLE DETA}LSJ & THREE -1/4"o THRU BOLTS 1" MIN.. ALM. BEAM (SEE BEA /SCH BELOW FOR BEAM DESCRIPTION & _ MAX. HORIZONTAL SPANS} o 0 F Tf 1/4 -20 S.S. MACHINE SCREW E. NUT @ 12" G.C. USE THRU BOLT OR ACCESS HOLE AS (MAX. DESIGN LOAD 2 72 PSF) () TOP SUPPORT BEAM DETAIL H SCALE: 3" = 1' -0" NOTE: 1. USE BEA SCHEQULE FOR DETAILS. AND 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. SEAM SPAN SHALL 5E CONSIDERED AS THE DISTA4_E FROM C CF SUPPORT TO C OF SUPPORT. c_E TA ,I_E 2 L (MAX. DESIGN LOAD =72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" X z V� SHOWN IN DETAIL I 1/4" MAX. { 1.50" I{ , 3.00" 1.50" 1 3.00" SCALE : 3"- 1'- 0" DRILL 5/16 "0 HOLE 7 1 . 00'• 1 SCALE : 3 ". 1'- 0" GI A SS. 02. CJOK l � i I . DRILL 7/16"0 HOLE DRILL 5/15"0 HOLE 1.13" 2.50" 0 ti EMBED t ANGLE DETAIL USING CALK -IN ANCHOR PLYWOOD AND STUCCO FINISH 3.00" 3.00" 3.00" 1.00" 5/8" MAX. 1 3 -00" . 3.00" 11.00" ANGLE DETAIL USING CRETE -FLEX ANCHOR 553 T/-ELE 2 / ' \\ l s ( 1 PLYWOOD AND / STUCCO FINISH 5/6" MA 3.75" 1.12"I 1.58" j l.e=" j ;12 " 6.00" of 2.50" OR DOOR Q WALL MOUNT SECTON - USING 2" x 6" P.T. WOOD PLATE SCALE: 3" = ) • 1 \ SEE TABLE 2 TWO 1/4 "0 S.S. LAG SCREW (a` 24" C.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1"x3 "x1 /8 "OR 1 "x4 "x 1/8 "' 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD :72 PSF) WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" • 1• -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. S f EG �EQ.� \\J SEE Tr,c_E 2 1' 1 _ UR COOP I I 3/":6,"0 POP RIVET OP -12 TEK SrRE4.' i •. 6 '' " LL 0 C ''(TYP.) '' �' ASSEMBLY C4 CONNECTION TYPE = RE FEREN : ANCHOR SCHEDULE FOR MAX. FOR M SPACrG FOR WOOD PLATE USE 1/4 "0 /SCALE- 3" . S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE C 12" G.C —TWO 1/4"o S.S. LAG SCREW \ 24" 0.0 MAX. W/ 1 -3/4" PENETRATION IN CENTER OF X STUDS 2 "x6 "P.T. WOOD PLATE (MAX. DESIGN LOAD c 72 PSF) p 11/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT (c: 12" O.C. PROVIDE 1"o ACCESS HOLE BACK SIDE FOR FASTENING 3/16 "O POP RIVET [ 6" O.C. (TYP.) 1/4" MAX `1 MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CEILING /INSIDE MOUNT SECTION EDGE 11/2" DIST, By 11 Miami Dad Division 5/8 " MAX. C4 CONNECTION TYPE DEFERENCE ANCHOR SCHEDULE FOR MAX SPACING PRODUCT R \'iSED as c0mpivi.=2 wit the i I0ri s IIuidiag Code Accepmncc No 03- o 4-C c7 Expiration Dat_ /2 // 2/ ? c. duct Cootro! V 7. KNEZEVI:H Ft. Lczn:e P£ 1uL4.7 ,rt ncate ( A S NOTED ces.sn by V .1K • 20 i" 10n7/2c02J I ara..ing no 03 -802 J sheet 4 of 7 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT QQQ (FT - IN) TYPE 8,-_, , DETAIL V OR DETAIL © W/ SINGLE ANCLE REUIRED 3 Q-3/4" MAX. B.O. (FT - IN) 1YPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL OE 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12 - 11 10 -8 12 -5 10- 11 48.0 12-4 9-9 10-4 10 -0 52.0 12 -1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 - 0 5 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10 -11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 - 5 71.2 10 -3 6 -0 8 - 0 8 -2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -1 4 - 9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 - 140.0 5- 2 4- 1 4- 1 4- 3 150.0 4 - 10 3 10 3 - 10 4 - 0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4- 3 3- 4 3- 4 3- 6 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PD ACTUAL SPAN (FT - IN) - MINIMUM SEPARATION FROM GLASS FOR INSTA' LATIC\S INSTALLATIONS LESS THAN O EQUAL TO ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR GPEATER THAN 3C' ABOVE GRADE (INCHES) 5 - 0• 2 -7/8 1-1/Z 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1 /8 13 - 1 3 -3/4 2 -3/4 40.G 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 - 3/4 3 60.0 8 1 -1/2 c2 - 0::) -7 2 /8/ 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 - 3/4 3 70.0 5- C I 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 6 - 0 2-7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2_7/8 1 -1/2 7 - 0 2 -7 /6 1 -3/4 e - C 2 - 7/ 8 1 -7/8 11 - 0 3-1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 - 3 / 3 -3 /E 11 -6 3 -7/6 4 100.0 5 - C 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 6 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 _ 3 E L'1 0 r7 0 0 0 0 c 0 U Co Ll 0 N 0 r7 0 { C 0 v r-- CLN • 0 c 02/20/03 13:01 2" MIN, *--( FASTENER �Jr 24" 0.C. 1/ (USE ANY .ANCHOR IN ,/ ANCHOR SCHEDULE) OALT. CLOSURE DETAIL SCALE: 3" =1"-G 2" MIN "----I FASTENER ( 8 24" O.C. /(USE ANY ANCHOR IN ANCHOR SCHEDULE) ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 1 "x2 "x1/8" ALUM. ANGLE \ i o 0 Y ) NOTE: 3 `10 TEK SCREWS OR 3- 3/16"a ALUM. 0 POP RIVETS (T YP.) 2 "x 2 "x1 /8" ALUM. TUBE R. 6063 -T6 ALL - ( ) TWO 1/4 "c FASTEN' 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE �\ C � EACH ANC'_E (SEE ANCHOP NEXT HIGHEP, LOAD OR LINEAR INTERPOLATION MAY BE TR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) USED TO DETERMINE ALLOWABLE SPANS. EITHER CONDITION MAY BE TYPICAL FOR EITHER 5126 CORNER CLOSURE DETAIL .. SCALE: 3- 1. -0.. r-2 x 2" x .12R" / ALUM. ANGLE CONT. L 0,177 i 3 � 1 OR10a- `( A , I V. ' � 1/4 - TP,USS HEAD aG �� BOLTS & NUTS W/ OR' g C` LOCK WASHERS (� u 24 0 #10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET @ 18" 0.0. 1" x 1" x .055" ; 1" x 2" x .055 ": 2" x 3" x .055" ; 2" x 4" x .C55" OR 2" x 5" x .125" AL. ANGLE #10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET @ 18" 0.C. 1" x 1" x .C55" ; 1" x 2" x .055"; 2" x 3" x .055" ; 2" x 4" x .055" CR 2" x 5" x .125" AL- ANGLE t. - #10 TEK SCREW 0? 3/1 "0 J I ALUM_ 'OP Rt./ET C' 24" C. 1 YF EXISTING STRUCTURE HALF OF( USE MALE OR FEMALE AS REQUIRED O ALT. CORNER CLOSURE DETAIL SCALE: 3 "' = r -o° A 8 L E 1 NOTES_ 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. r1;N SHIT TER SEPARATION FRO^" GLASS (SEE SCHEDULE SHEET 5; 0.052" THICK RECESSED SILL 3105 -H32 CR 6063 -76 ALUM ALLOY (1/8" BELOW CONCRETE) 1 -1/4" 1 < J X0 < L v WV) 41 1/4" MAX. ® ALTERNATE FLOOR MOUNT DETAIL R SCALE: 3" =1"--G" A 8 L E 2 EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" 0.0. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT R `.'iSED Es ccr..fl.inz with the MG 3 Ekii:jizr' Cod Acce}Isrc` No 03 - 0 4- 0 • G 1 Expiration Date 07 /z t. / /Zc c C By Miami D_ Pru3LCt Coutru1 Division U w 0 0 UJ 0 w U J 0 0 VJ. K EZEVIC1I PR.:F:5510NA/. Eh'7.'h EER F: Lce of hor ' .. 0933 • • 'care 1C/17/2002 Is: ate �r0r a..n . 4 1 r cesyn by rc.ec. by no 03 -802 1 sheet 5 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS_ Li izt in X u. ANCHOR TYPE LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE (w) P.S_F. MAX (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO SPANS UP TO SPANS UP TO SPDPO 8' -0" 9• -0"• 13' -1'• 5 -6 j (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE .WE 1) '�� e -o" • ANS UP TO 5' - 0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYPE (5EE NOTE 3) C1ICZIC3ICLIC5 CONNECTION TYPE CGNNECT,CN TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (S�.,NOTE 3) C11C21C3IC4IC5 C1,C2 C31C4IC5 01102103104 C5 C112C3ICL C5 CONNECTION TYPE (5 NOTE 3) C11 2I'C3IC4,C5 CONNECTION TYPE (SEE NOTE 3) CifC21C31C4IC5 CONNECTION TY ?E (SEE NOTE 3) C11C21C31CL,C5 cCONCRETE 12 X5 121121121121 7 12,121121 5 1 5 12 12 12 7 4 ICI 5 5I 5 3 12 12112112 9 12112112 10 5 121121121 9 1 5 111 61 61 6 3 57 0 12 112 12 9 1 6 12 12 12 1 6 1 4 11 9 to 1 6 1 3 Ellignira 12 12 112 1 11 7 12 12 1 12 1 8 5 12 10 112 7 1 4 9 1 3 3 1 5 1 3 inutunumw. '- 1/4"7 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT (MIN. 3,100 P.S_L CONCRETE) 73.0 12112 12 7 1 4 10 5 5 1 5 1 3 12 12 , , 12 12 9 1 5 11 6 1 6 6 4 10 4 4 1 5 1 3 9 1 3 1 3 1 5 1 3 105. 10 1 5 5 5 1 3 EIHEIMMICIUMIN 11 6 1 6 6 3 9 3 1 3 1 5 3 9 3 1 3 1 5 1 3 9 1 3 1 3 1 5 1 3 170 0 8 3 V 4 '/ 8 1 3 1 ,, 4 8 1 3 r/ 4 6 31/) z. 9 3 1 3 1 5 3 9 3 3 1 5 1 3 9 3 1 3 5 1 3 9 1 3 3 1 5 3 bl 1/4'7 POWERS CALK -1N W/ 7/8" EMBEDMENT E. 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) 45.0 12 12 12 9 112 9 1 9 11 11 9 6 7 5.0 12 12 12 11 0 12 12 i 12 5 12 12 12 6 1 4 12 5 4 1 4 3 12 12 12 11 1 . 1 12 12 1 12 12 1 12 ► 12 . 1 1 . 7 12 10 12 6 1 6 1 7 5 73.0 .12 12 12 8 5 12 1 9 9 5 4 12 6 6 1 5 3 12 5 4 1 4 3 Ere 11 9 1 6 12 18 8 1 8 1 5 12 6 1 6 1 7 5 105.0 12 9 8 5 4 12 1 5 4 4 3 12 1 5 4 1 4 3 12 5 4 1 4 3 12 1 11 11 9 6 12 6 6 7 1 5 12 6 6, 7 1 5 12 6 6 1 7 5 170.0 12 5 4 Z. 1 1 3 12 5 1 4 4 3 12 5 1 4 4 1 3 12 5 4 4 3 1 2 6 1 6 7 5 12 1 6 6 7 5 1 12 6 6 7 5 1 12 6 6 7 1 1 5 4 5 0 12 12 12 10 6 12 12 12 7 4 12 112 12 1 6 4 8 1 4 4 4 V 12112 12 12 7 12 12 12 9 1 5 12 12 12 8 1 4 9 5 5 5 3 7 V/ 4 V 57.0 12 12 12 6 5 10 10 10 5 3 9 1 7 8 5 3 6 1 / 3 12 112 12 10 6 12 12 12 7 1 4 10 5 9 6 1 3 0 / 1/4"7 POWERS ZAMAC NAIL - IN W/ 1 - 1 /e•• MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCR�`, 73.0 11 11 11 6 3 8 1 4 4 4r 7 1 3 3 1 417 6 V /- 3 V 12 112 12 7 4 9 5 5 5 1 3 8 3 3 4 V 7 i / 105 0 8 4 4 4 V 6 V /A 3 6 1 3 V 6 r / 3 9 1 5 4 S 3 7 1 t 4 ( 7 V/ 4 / r r � I 4 / 170.0 6 Y�1� 3 4//, f� /' /1 3 6 3 6 / I 6 3 r V t/ �+� 7 V 4 I 7 4✓ /// ! 7 � I ✓� 4 f 7 4 / Y / 45.0 12 12 12 1 12 1 11 12 112 12 12 7 12 12 12 1 11 6 12 6 7 7 4 12 112 12 12 12 12 12 12 12 8 12 12 12121 7 12 6 8 1 8 1 5 it -c 4. 1/4"7 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/- MN. EMBEDMENT I. 1/4 - 20 MACHINE SCREW WITH NUT (W.`. 3,30'0 P.S.I. CONCRETE) 570 12 12 1211218 12112 12 9 6 12 12 12 8 5 11 L 4 6 3 121/2112 12 9 12 12 12111 6 12 12 12101 6 12 4 4 1 7 4 7 3 . 0 12 12 12 1 10 1 6 12 1 8 8 7 4 12 5 5 1 6 4 11 4 4 6 3 12 12 112 12 7 12 6 8 1 6 I. 5 12 6 5 j 7 4 12 4 4 1 7 L 1:5.0 12 7 7 1 7 1 4 11 1 4 4 1 6 11 rn 4 4 6 3 11 4 4 6, 3 12 8 1 7 8 5 12 4 4 1 7 1 4 12 4 4 7 4 12 4' 4 1 7 4 17 0.0 11 4 4 6 1 1 3 11 4 4 1 6 3 11 4 1 4 6 3 11 1 1 4 • 6 12 4 4 ( `- 1 3 1 7 4 i 2 4 7 1 4 1 1 `• 12 4 4 7 I I 1 4 12 4 4 1 7 4 1 1 I 45.0 57.0 12 12112 12 1 11 12 12 12 12 112 1 7 12 12 112 111 7 12 12 12 8 1 5 12 12 6 4 8 7 1 4 12 112 4 1 6! 3 12 112 12 1; 2 12 112 1 11 12112 12 1 12 12 1 1 9 12112 1 7 12 112112 1121 6 7 12 1 101 101 9 6 51 d. F I ~ 12 12 12 12 j 8 12 112 1 9 6 12 112 12 1 10 12 61 5 1 7 4 1/4" ELCO : `XTPDN HEX FL TA ICON/ H =X HEAL TAPC7 w/ 1 -3/4" E■B•c.D (MIN. 3.320 P.S.I. CONCRETE; 7 3.0, 12 12 12 1 ;0 6 12 8 8 1 7 4 12 6 1 5 6 1 4 12 , 4 1 4 61 3 - 11 10 1 9 1 6 12 1 7 7 1 8 1.] 1 12 1 6 1 5 7 1 4 - .05.0 12 6 6 7 1 4 12 4 1 4 1 6 3 12 4 1 4 1 6 1 3 12 R• 1 4 6 1 3 12 10 10 1 5 1 5 12 1 5 5 1 7 1 4 i2 1 6 1 5 1 7 1 4 . 12 5 1 5 1 7 1 L 170 t 12 4 4 5 1 3 12 4 1 4 1 6 3 12 4 4 1 6 (3 12 1 0 1 4 1 6 3 12 , 6, 5 1 7! 4 '.2 6 5 1 7 j 4 12 1 6 1 5 1 7 4 12 6 1 5; 7 1 4 • `;}i . 1 450 12 12 12 12 11 12 1211212 7 12j12 121117 12 81 8 71 4 5 1 3 12 12 121121/2 12j1211211219 1211211211216 12 12 112 10 7 12 10110 9 6 ■ Si e t1,∎ 1/4 - 0 ELCO CSETE FLEX w/ 1 - 3/4" MIN_ EMBEDMENT (Mi4. 3.350 P.5.1. CONCRETE) 57.0 12 12 12 12 8 12 12 12 1 9 6 12 112 12 8 5 12 0 1 4 12 12 12112 1 11 121121 12 12 1 7 12 6 1 5 1 7 1 4 7- 0 12 12 1 12 10 6 1 12 fi 1 1 fi 7 4 12 1 6 5 6 4 1 1 12 4 1 4 6 3 12 12 12 12 8 1 1 12 1 10 9 6 11 1 1 12 7 7 I 1 1 8 5 12 6 S 1 7 4 1 105 0 12 8 1 6 7 1 4 12 4 1 4 1 6 3 12 4 4 1 6 1 3 12 0 1 4 1 6 3 12 10 10 1 9 1 6 12 1 6 1 5 1 7 1 4 12 1 6 5 17 4 12 1 6 1 5 1 7 1 170 0 12 4 4 6 1 3 12 4 1 4 1 6 3 12 4 1 4 1 6 1 3 ' 2 4 1 4 6 1 3 12 5 5 1 7 1 4 12 1 6 1 5 1 1 7 1 4 12 1 6! 5 1 7 1 4 12 1 6 1 5 1 7 1 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) ? S F. NAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS U? TO 9•-0'" (SEE NOTE 1) SPANS UP TO 13' -1 (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1102103104105 CONNECTION TY ?E (SEE NOTE 3) 01 02103.104105 CONNECTION TYPE (SEE NOTE 3) 01102 03104105 CONNECTION TYPE (SEE NOTE 3 C11C21C31CC C5 LOOM 45.0 121121121 9 1 7 12 121121 6 5 12 12 121 5 1 4 121 9 1 9 1 3 3 h L 57.0 12 112.1121 7 1 5 12 12 1121 5 3 12 12 12 1 4 1 3 12 12 5 4 3 V // 5 4 1 3 j 1/4 WOOD LAG w/ 1 - 3/4 - MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAN 73.0 I 12 112 112 1 5 1 4 12 9 1 9 3 3 12 6 1 6 1 3 V. ■ 105.0 12 1 9 8 1 3 3 12 5 1 4 3 IV l 12 5 4 1 3 � //' 12 5 1 4 1 3 t/` 170.0 " 12 1 5 1 4 1 3 /i 12 S 4 3 V/ 12 5 4 1 3 ( 12 5 1 4 1 3 ` 02/20/03 13:01 SEE PAGE 7 FOR ANCHOR NOTES C ROD:;CT REVISED as complying with the Flori s Boiding Code Acccp(sacc No • -0 4 - 0 Ezpiration•D3tco Y - By ram Miami Da Division roduct Coro • O7 c 08 VJ.ICT:EZEVICH I P;AO:ESa10: t ��'N''sA ( P - l i N A cense r .9 0;' 6983 03 -802 I - I . I 1.. JI�i- I I Cate 10/17/2002 f + jo n ra. „y 1 1 aS OLEO �t t:R 1 oes•yn Dy knecwec Cy' L v.). 1 VJ ora..inp n l o I sheet 6 of 7 03/04/2003 01: 01:50pm ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS = "' V1 X ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE MIN. 3" EDGE DISTANCE ( W) P.S.F MAX. (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 T C 13 . -1 .. (SEE NOTE 1) SPANS UP TO 5. -8.. (SEE NOTE 1) SPANS S J.NS 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 (SEE NOTE 3) C1 C2 1 C3 CL!C5 CONNECTION TYPE (SEE NO - E 3) C1k21C3 CLICS CGNNECTICN TY ?C (SEE NOTE 3) C11C2IC3`CLIC5 CONNECTION TYPE (SEE NOTE 3) CI C5 CONNECTION TYPE (SEE NOTE 3) C1IC21C3IC4 C5 CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C21C3ICLIC5 C11C2(C3ICLIC5 CONNECTION TYPE ' (SEE NOTE 3) C11C21C31C41.C5 se m w V Z O O o L - 450 12 12 12 7 I L 9 1 9 1 9 5 1 3 8 1 5 1 8 4 1 5 1 3 1 3 1 3I/ 12112 12 8 5 101101101 6 1 3 9 1 9 9 1 5 1 3 6 1 3 1 3 1 3 V 5 7.0 10 10 10 5 1 3 7 1 7 1 7 Lt y 8 1 8 1 8 1 6 . 1 / 4 7 1 5 1 6 1 1 - 3 V 6 1 5 1 5 1 3 1/ L r t y „ f 11 1 1 1 1 11 1 6 4 [ 1 1 o I T W T P O N W/ 1 -1 /L MIN. EMBEDMENT 73 0 7 7 L r/ 4 105 0 ��'�1�� 5 1 3 1 3 3 L V/ I // ' 4' - V' // (/ 8 �'�'�1� �re 6 818 5 3 1 3 3 iaiVd% 6 1 3 1 3 ' 1 3 A 5 / 3 td m 170 0 4 r t 1- L. / I L 5 /I 9 3 1/ 5 Y/' 3 5 / 3 r yy ,,,, CI do �JG� ul 1/4' "a POWERS CALK -IN W/ 7/8 EMBEDMENT 1/4-20 STA STEEL MACHINE INLESS SCREW 45 - 0 12 12' 12 1 7 1 5 11 111 111 5 1 3 10 10 10 L 3 7 3 1 3 1 3 y 12 12 12 12 7 12 12 12 8 5 12 112 12 1 7 1 1- 57 0 17 12 12 6 1 1- I I ©�I�Q'���� 12 12 12 9 5 11 11 11 6 L 1G 8 1 9 3 /� � S 1 ®�AL rI�i 7 3 .0 10 1 10 10 1 4 3 ���� "��Im�� 12 12 12 7 4 9 1 5 4 5 3 - �����i 1JS.0 ali�'���i�'0 '���� g 4 4 5 3 7 L ,� 170 G 5 5 1 1 MN 7 /1 4 7 L 7 4 /) 4 7 ' /' 45 0 2 112 12 7 4 8 ; 6 1 8 5 1 3 12 12 12 9 5 9 9 9 6 3 8 1 8 8 1 5 3 6 3 1 33 3 6 L amain r / te� a 57 0 9, 9 1 9 1 6 1 3 ` 6 4 5 3 mard 10 `a`a 10 10 7 4 ©; � 6 1 5 [ — L , 1/4 m POWERS NAIL- W/ 1 -7 /E'• MIN. EMBEDMENT 73 0 �, urgarca mirozrem 8 8 8 5 3 amorie'A� 10 I NIVOMAPAIS M EIEIENTiN r 3 , 1417MEffefAle�i 4 A 3 1 7 0 0 L / ' 4 /I 4 4 ,/ 4 4 / 3 L / 3 45.0 12 12 112 9 1 5 12 121121 6 1 4 11 11 11 5 1 3 6 4 4 31/ 12 12 12 10 6 12 12 12 7 4 12112 12 1 6 4 6 6 1 4 1 4 V '570 12 12;12 7 1 4 10 1011015 13 9 7 6 41 6 / /i 3/ 12 12 12 8 5 10 10 10 5 3 9 1 7 8 1 5 3 6 V/ 3 I x ( t , 1/4 °o ELCG MALE/ FE".ALE "PANELMATE - ' W/ 1 -' /L MIN EMS :OM - ° NT SCP,.Ew w1TH NUT 73 0 1 1 1 1 1 11 5 1 3 8 1- 1 L 1 3 7 3 3 3 // /! 6 (%/ 3 12 12 12 6 4 5 4 L L K/ 7 1 3 3 1 4 1 ✓ V / 6 i 3 / ' 105 C I/ 3� 6 // 3 r 6 C /' 3 8 4 L 4 V 6// 3✓ / 6 !� //' 3 6// 1 3 170.0 5 V,// 3 r 6 I," ,,, j 3 r 6 1 I ) 3 V 6 `, 3 6 V ///f 3 6 V / 3, 6 / 3 6 3 450 12112112 110: 5 11111! 111 7 1 1- 101 101101 6 1 3 7 1 3 1 31 L ij 12 12 12112 7 12 1211219 1 5 12112 12 E L. 614 1 4 15 1 3 : .--- 570 1 2 1 1 2 1 12 1 8 1 6 5 1 9 1 9 1 5 1 3 6 6 1 7 1 5 5 ) 3 1 12 1 12 12 1 1 0 5 1 1 1 1 1 1 1 1 1 7 1 1- 10 1 8 9 1 6 _ 7 v / 4 Y - %' 730 1 t ; i _ I 1 C j 613 1 1- 3 H'./ 6 ' I / 1 3 / 5 I/ .% 3( "/ i 2 1 i 2 12 1 7 L 6 5 1 4 1 5 13 7 1 3 3 1 4 7 / ;�� ` Y _- ---- ^^-- ---- 'c. Z T. L - P:/ , 1-1 _CC+ 1 _ = 4 7! 3 , 3 1 4 (/ 5 1I/ / 3 / 5. / f /) 3 f „ 5/ //,: 3 I 6 1 4 4 1 5 1 3 7 /Y1 4 I 7 r/ /,; / i L Y/ 7 /1 / 7 1 /// 6 7 / / / ,e L ?/ 7 ✓// j L 170 0 R 3 V/ 5 ///), - l 5 1 / / //I 3 (/` 5 i 3 l�f 7 r// /, 4 L5 0 12 ' 1 7' 1 .2 1 1_ 5 11 111 ,1 1 1 7 1 4 101 1 0 1101 6 1 3 % 1 3 1 3 1 L Y/ 1211212112 7 12 121 1 2 1 9 1 5 121 1 2 1121 5 .. 6 1 4 X 1- 1 5 1 3 -t41-, I — = ' ' = e 5 70 1 2 1 1 2 6 1 12 9 1 9 1 9 1 5 1 3 8 1 6 1 7 1 5 r, 5 ' 12 1 12 112 1 1 0 5 1 1 1 1 1 11 7 1 4 10 1 E 9 1 6 3 7 //j 4 t . ; k . 1 / - - o ELCO CoETE FLEX EM3EZiMENT 73 C 10 i 10 1 10 1 6 1 3 7 I L 13 1 L 6 1 1 3 r 5 v/''1 3 K 12 12 1 12 1 7 5 V/ ) 3 V� 5 1//l4 3 I 4 6 1 4 1 4 1 5 5 1 1/// 3✓ ././/1 3 ✓/ ! 4 L 3 8 5 1 4 1 5 3 t 1- j/ 7 1 3 1 3 ( 4 , 7 1 2 5 _ 0 7 3 , 3 i 5 1 : / 3 r / i 5 ✓/ r 3 ' 7 ,/ / 4 1 a 170 0 5 1 , / //,1 _ I/ 7 1 /( 4 ( 7 /_ 1 4 1 3 O U 0' v O O I 0 0 O 0 c 0 o 0 0 K: 0 -x 0 0 3 02/20/03 13: 01 ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLO.VASLE STORM SHUTTER ER SPi- NS FOR SPECIFIC LOADS MUST 32 LIMITED TO THOSE S',-i0WN IN TABLE 1, PAGE 5. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER. THAN OP 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 GT- 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 MiNIHUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6, WHERE EXISTING STRUCTURE 15 WOOD FRAMING. WOOD FRAMING CONDITIONS VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 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 /L” EDGE DISTANCE 15 ACCEPTABLE FOR W000 FRAMING WOOD STUD SHALL BE - SOUTHERN PINE" G =C.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. E 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. h/y DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ri 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11 FOR BUILD -OUT MOUNT SECTION 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION 6" 0.0 ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED 1'RODUC REVISED as complying with the Florida 13niding Code Acccptznce No 03 — 0 4 0 7 Expiration.Date 05 /Z -1-/7 .o o e By Miami Da c 'rod_ct Control Division U W 1— V NE EV1CN 9^.OTC s.,ONAL ENG!N:ER 1 . Lccese IKAR t420u; I u�i C• Ilt o, I c I ;dare 1 ( scale ,d-a -n by A S N OTED } I n -R Ides „n by ; G 1 VJK VJK 10/17/200 C- a.. n , no 03 -802 I sheet 7 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS Li I `- t1 }' V1 X w ANCHOR TYPE LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE (W) P.S.F MAX. (SEE NOTE 1) SPANS UP T O 5 . -s .. (SEE NOTE 1) SPANS UP TO 8 ' -0 .. (SEE NOTE 1) SPANS UP TO S ._ 0 .. (SEE NOTE 1) SPANS UP TO 13 . -1 .. (SEE NOTE 1) SPANS UP TO S. -8.. (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1). S=ANS UP TO 13•-1 (SEE NOTE 1) CONNECTION TY ?E (SEE NOTE 3) C11C2IC3 C4IC5 CONNECTION TYPE (SEE NOTE 3) C1IC21C31CLIC5 CONNECTICN TYPE (SEE NOTE 3) C1IC2IC3IC&IC5 CONNECTION (SEE NOTE C1IC2IC3 TYP - 3) C41 c5 CONNECTION TYPE (SEE NOTE 3) C1 C2IC3 C4IC5 CONNECTION TYPE (SEE NOTE 3) C1IC2IC3IC C5 CONNECTION TYPE (SEE NOTE 3) C1IC2IC3IC.IC5 CONNECTION TYPE ' (SEE NOM 3) C1IC2IC31C4IC5 Y 0 HOLLOW CONCRETE BLOCK 45 0 12 1 12 ; 12 7 j 4 5 1 9 1 9 1 5 1 3 s 8 - / 5 13 1 1 3 1/ 12 12 112 8 1 5 10 1 10 1 10 1 5 3 9 1 9 1 9 1 5 i3 5 1 3 1 3 13 V 5 7 10 10 1 10 I I S 1 3 7 1 7 1 7 1 I. 5 6 1 I 5 5 3 4 I I 1/ � 4 8 1 8 8 1 4 I I 7 1 5 6 4.1/ 5 3 � I I / f' iil.ud 1 111111.11‘1101W,-- 11 11 11 1/_ "0 ITW TA ?CON W/ 1-1 /4` MIN. EMBEDMENT �/, S 13 1 3 1 3 4 V/ // 4 / 1 8 8 8 5 13 105 0 5 V/' // 3 1/j' 4 (/ // ! 4 j 4 � / 6 3 3 3 r 170.0 4 f /// / /i�, 4 ! / f ^ El1 45.0 12 112 12 7 5 11 11 1 111 5 1 3 10 10 10 1 4 1 3 7 1 3 1 3 3 (/ 12 12 12 12 1 7 12 12 12 1 8 S 12 12 12 7 1 4 C� ` 570 12 112 112 6 L. 9 9 1 9 4 Aa 12 12 12 9 S 11 11 11 1 6 4 10 8 9 �� 5��.'.i 7 3.0 10 1 10 1 10 4 3 7 4 1 3 1 3 A 6 i M M I / 'M��� redlja ieWAPJ�,1 12 12 12 7 4 9 5 4 5 3 ®ENV I M 1/4"o POWERS CALK - IN w/ 7/3" EHBEDr,ENT b 1/4 -20 STAINLESS STEEL MACHINE SCREW 105 -0 7 1 3 3 3� ,/ S }���� /I Altar � gra 8 L 4 5 3 �� �MOVA 170.0 5 ! / 5 1 5 � � 4S 0 12 112112 7 4 8 6 1 8 5 3 [ j 57.0 9 1 9 1 9 5 3 6 6 6 4 ,MMEMPIE'��'��� 10 10 10 7 4 IIMEEIMAI 6 5 6 '��' ©' -a 1 /4 POWERS NAIL-IN A W A / 1 -1/2 MIN. EmeEDMENT 73 0 7 1 7 1 7 4 / 5 3 r, 3 •IIWAr A ILWANE 8 8 8 5 3 6 3 3 wrm s . I 105.0 '5V , / 3 4 XerA � YAW. M 5 3 3 3 A������N AS% / • / r a r r 4 , 3 4 /I 3 4 i A 3 1-5.0 12 12 (12 9 1 5 12 12 1 12 1 6 4 11 11 11 1 5 1 3 8 4 a 3 1/ 12 12 12 10 6 12 12 1 12 7 4 12 12 12 1 6 1 4 8 4 4 1 4 V 5 .0 12 12 12 7 1 4 10 101 101 5 3 5 7 8 4 6 ���I 3 12112 12 8 5 10 1010 5 3 S 7 8 5 1 3 6 3 k 1/1.••o ELCC MALE/ FEMALE'•PANELMATE• W/ 1 -'/_ MIN. EmBEOMENT SCREW WITH NU? a) J 471 N i 1,.� C 8 3 6 6 3 6 3 8 4 4 4 5 / ! 3 I/ ;,,,.://'-i 5 5 I . / j 3 1 170.0 5 i � ✓ / 3 / 6 / 3 i/ 6 �1 3 5 ✓ / 3 6 � ' I 3 6 v / I 3 6 1 45 0 2 12 1' ' 1C i 5 11 11 ! 11 7 4 i0 1G J 6 3 - 1 3 3 4 r 12 12 12 • 12 7 1_ t 1 12 9 5 12 12 12 9 4 8 1 4 1 4 1 5 3 •' 9 7 0 12 1 1 i 112 1 6 1 9 1 9 1 9 — S 1 - 33 6 6 7 1 5 �, 5 3 1� 12 12 12 '• 111 111 1 7 1 4 10 1 8 1- 9 1 5 1 7 1/ 4 r . 7 : // /; 1I ` 1 /• 7 4 / i 17I / /i 4 7 / � /% L I // 7 ✓ //) - ELCn a 'z' -- .,, T� oi�:/ e % 1- F...:2-,:e 0=. G 7 1 ; 3 1 4 I / S� /� 3 5 ✓ / / / 3 / / / /� 3 5 V / / I 3 I I / / S / /i 3 'i E 4 5 3 7 �i� L / 17C G 5 //", 3 f � / 5 1/ 3 1 t 7 ✓ / f / 4 r//, 7 / / % ] 4 1 / _ 4 5 0 12 1 1 1 211: ' 5 11 1 ' 11 7' 4 10 10 10 1 6 1 3 'I I I 3 1 3 4 P / II 12 12 12 12 1 7 12 12 12 1 S 5 12 12 1 1'_ 8 4 6 1 4 4 1 5 3 I 1 1 . i. 570 12 1 1? 1 12 1 E 1 4. 9 1 9 1 9 5 1 3 6 6 1 7 5 V 5 /1/2131/_/. 12 12 8 12 12 10 1 5 11 8 7 11 1 11 1 7 1 4 5 4 S 3 ( 4 V 10 1 8 9 1 5 1 3 7 ///) 4 1/ .. , -1.. -^ 1 _ : ELCO (PETE FLEX wi Em / , V 5 r i 3r/' 5 1 / 3 V/ 7 3 C 1v 1 10 f 10 1 6 1 3 7 1 4 1 3 1 4 1 / / 6 1 / /y � 3 1 , < / / 12 4 12 7 1 4 4 S 3 7 3 3 L. V 7 12 � 4 /� 7 1//1/ ' 4 4 I/ 7 V/• 12 1 5 0 170 0 3 S I 3 7 3 4 I S I /7/ Ii / y / / 1 , ! �� J I S i/ / 3 [K 5 1/ / /. V/ i 3 / 5 /A //, 3 V/ 5 ( 1J A 3 KZ / 7 l /�" / `. ,-/ 7 ( i 4 I/ / ! 7 2/ , L (/ 7 1 / .. 1 > / c 0 P N 0 0 0 0 N V c e 0 0 0 0 02/20/03 13:01 ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST OE LIMITED TO THOSE SHOWN IN TA2LE 1, PAGE 5. 2 ENTER ANCHOR SCHEDULE BASED ON TH. EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OP EQUAL TO NEGATIVE DESIGN LOAD GN SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3 EXISTING STRUCTURE MAY BE CONCRETE_ HOLLOW BLOCK OP. W000 FPAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OP EXISTING STRUCTURE AND APPPOPPIA T E 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 EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY FIELD VERIFY THAT FASTENERS APE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7 WHEP.E 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 WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OP HEX HEAD. 5 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2 ENGAGEMENT OF THREADS IN, EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N 9 / DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. L 10. * DESIGNATES ANCHORS WH)CH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT_ 11 FOR BUILD -OUT MOUNT SECTION 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION 6" 0.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED PRODUCT REVISED as comnh'ine with tht Florkla Bniding Code / _ Acceptant_ No 03 4- - O 07 • e Expira io^..DEte 07 /Z1 -/77 .e pc Miami Ds rodoct Control Division Ir I " - 0 - I W Fl 8 �� O W1 � w L) 20 1 V !F = ovi✓ !C w I �e 5 . p ia I ■ 11 Ltd � c _ • — 1 O . ° ,r„ § I m I NN o . W .7.- !NW m m > W 1 Z ;0: V N 'ea- v Z } 1 to 1T. c N o cm 0 1 V ° o c LUI _V m o G7 I ,Z = Z w' ? m O W J Z N> > N I = J i W,.. Z S m L? 0 z o O N4o - ~ 3 JI _ 6 `) -. 6 O 2 1 '1 ^• l 1 3 b InMMit - 0 el I (0 2 L 1 i 1 _ 3 = u- L_ ; 3 1 0 !=, c0 _ '� - I L I L7 _ I I' ! - ., =,;,, , , 0 � • 1i11 I I 0 1 U � o < .c V.J. IC.NEZEVICH P ",OF_c.ONAL ENGINEER FL Lc..nsc Nei ,933 LI;YR Y 4 2Q :m ; L 1 • 0' n: 'N 1 # 1 ; t Q'. �H " Dare 10/17/2002 (scale _ - - - '1 yy - I c ^a no 03 -sot 1 sheet 7 of 7 03/04/2003 01: 02: 02pm Print Informatio ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN WADS AND SPANS Li D CC `^ vs ANCHOR TYPE LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE (w) P.S.F. MAX. (SEE NOTE 1) SPANS UP TO 5' -8• (SEE NOTE 1) SPANS 'JP 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. -R.. (SEE NOTE 1) SPANS UP TO 8•-0" (SEE NOTE 1) SPANS UP TO 5 . -0 .. (SEE NOTE 1) SPANS UP TO .. 13' -1 (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1IC21C31CL C5 CONNECTION TYPE (SEE NOTE 3) C11C21C31CLlC5 CONNECTION TYPE (SEE NOTE 3) C11C21C31C41CS CONNECTION TYPE (SEE NOTE 3) C11C21C31C41C5 CONNECTION TYPE (SEE NOTE 3) C11C21C31CL1CS CONNECTION TYPE (SEE NOTE 3) C11C21C31C4 CS CONNECTION TYPE (SEE NOTE 3) ' C11C21C31C41CS CONNECTION TYPE (SEE NOTE 3) C11C2 C3 C41 C5 :u U 0 121 9 1 9 45.0 1211212 1217 12 1 12 112 1211211217 10 5151513 12112 12 1211212i0 5 12121121915 1116 61613 57 0 12 1 12 1 12 9 6 12 1 12 1 12 5 1 L. 11 9 1 10 1 6 3 e 3 `/ 4 ( 12 12 1 12 1 12 1 B 5 12 1 9 1 3 3 1 5 1 3 NIMIWAS,� 1 12 12 11 1 7 12 1 ?0 1 12 7 1 4 1/4 "m ITW TAPCON W/ 1 -1/4" MIN. EM3EDMENT (MIN. 3,100 P.5.1. CONCRETE) 73.0 12 12 112 7 L. 10 1 5 1 5 1 5 1 3 S 1 4 1 3 1 4 `/ 8 3 V. 4, 12 112 12 9 1 5 11 5 1 5 5 4 10 4 1 4 5 1 3 9 3 1 3 1 5 1 3 105.0 10 1 5 1 5 5 1 3 8 1 3 1/ 4 V/ 8 1 3 � 4 1 8 r , , , , 6 6 3 9 3 1 3 5 3 9 3 1 3 513 9 3 3 5 1 3 170 0 B 3 K 2 / 4 (/ / , f 8 1 3 r j 4 V � 8 1 3 r A 4 8 3 V)1..// 9 1 3 3 5 3 9 3 3 5 3 9 3 3 S 1 3 9 1 3 3 1 5 1 3 -- ! j ' 4 5.0 12 12 12 12 9 121121 9 6 12 121121 8 1 6 12 9 9 S 4 1212 12 12 12 12 12 12 12 10 12 12 12 121 9 12 11 111 9 1 6 57.0 12 12 12 10 7 12112 12 7 5 12 12 12 6 4 12 5 Z. L. 3 12 12 12 12 11 12 12 12 12 8 12 12 12 1017 12 6 6 1 7 1 5 1/4 - 0 POWERS CALK -IN W/ 7/8" EMBEDMENT 3. 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 73.0 12 12 12 9 5 12 1 9 9 5 4 12 6 6 1 5 3 12 5 Z. 4 3 12 12 12 1 12 8 12 12 11 9 5 12 8 B 8 1 5 12 6 61 7 5 105.0 12 9 8 5 14 12 1 5 4 4 3 12 5 4 1 L. 3 12 5 4 L. 3 12 11 11 9 6 12 5 6 7 5 12 6 6 7 1 5 12 6 61 7 5 1700 12 5 1. 4 3 12 5 4 4 3 12 5 4 1 4 3 12 5 L. 4 3 12 6 5 1 7 5 12 6 6 7 5 12 6 6 1 7 1 5 12 5 . 6 I 7 5 450 12 12 12 10 6 12 1 12 12 7 4 12 12 12 1 61 4 8 1 L Z. 4 / 12 12 12 112 7 12 12 12 9 5 12 12 12 8 4 9 1 5 5 1 5 1 3 i 57.0 12 12 12 8 5 10 5 3 9 7 3 1 5 3 6 f I/ / 3 // 12 1211210 6 12 4 10 9 9 1 6 3 7 4 I< 1 10 10 12 12 7 1/4 "m POWERS ZAMAC NAIL- M B EDMENT / MIN. EMBEDMENT {MIN. 3.000 P.S.I. 1. CONCRETE) 73.0 11 1 1 11 6 1 3 8 4 4 4 ✓/ 7 3 1 3 1 4 ` 6 / 3 1 1 12 12 112 1 7 L. 9 51 5 5 3 8 1 3 3 4 V� 7/ // 105.0 8 4 Z. 4 V 6 I 3 � ; 5 1// i 3 1• 6 ('`} 2 3 / 9 5 1 4 1 5 3 7 v , 7 L j / ✓ 1 1 4 ' 1 7✓ ,/ 17 0.0 6 1/��1 3 V / ' / 3 6 � r f 6 � 3 V / 6 J r''// //1 3 / 7 f///) L ✓ r � 7 1 I // L , 7 1 Vim) 4 , V/ 7 ■ 2 / *=51=2:=2M. 4 5.0 12 12 12 112 1 11 12 i 12 1 12 1 12 7 12 12 12 11 6 12 6 1 7 7 L 12 1 12 12 112 12 12 12 1 12 12 8 12 112 12 112 7 12 1 8 1 8 8 5 57.0 12 12 12 112 8 12 12 112 9 6 12 8 5 11 L. I L 5 3 12 112 9 12 12 110 6 12 1 L 1 L. 7 L * 1/4"m ELCO MALE/ F ..AI r "PANEL MATE" 1. 1 -1/. MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN-3.300 PS.I. CONCRETE) 12 12 12 12 12 12 11 6 12 112 73.0 12 12 12 1 10 6 12 1 8 1 8 7 4 12 5 5 1 6 4 11 4 1 L. 6 3 12 12 12 1 12 7 12 8 9 8. 5 12 1 6 5 1 7 4 12 1 4 1 4 7 I. 1:5.0 12 7 1 7 7 L. 11 1 L. 1 4 1 6 3 11 L 4 1 6 3 11 4 1 L. 5 3 12 8 7 8 5 12 4 1 4 7 4 12 1 4 4 1 7 4 12 1 L. 1 L 7 L 17 0 . 0 11 L L 6 3 1 1 1 4 1 4 1 6 3 1 1 4 I. 1 6 3 11 L 1 L 6 3 12 4 4 1 7 L 12 4 1 4 7 4 12 1 4 4 7 4 1 2 1 4 1 4 7 L. [t 45 0 12 12 12 12 11 12 1 12 1 1 2 12 1 7 12 12 12 1 1 1 7 12 8 9 7 1 4 12 1 1 2 12 1 1 2 12 12 112 11 12 112 E 12 12 1 1 2 12 9 12 112 12 112 12 12112 1 7 12 112 12110 8 12 1 10 1 13 7 12 1 6 1 5 9 6 7 17 7 .. r r 57.0 73.0 12 12 12 12 9 12 12 12 10 6 12 12112 9 6 4 12 12 12 12 8 5 12 12 _ 4 1 4 4 I 6 1 3 4 6 1 3 12 12 +_ 6 5 1 6 4 12 12 ELCO :IXTPON F'. x- °L. -` -_ _ i",%: HEX r:cAC TA ?C'A WI 1 -3/4" E (MIN. 3.320 P.S.I. CONCRETE) 12 6 1 8 7 ^ 12 1 7 7 1 8 5 12 1 6 1 5 105.0 12 8 B 7 4 12 4 L 6 3 1 1 2 L. L 1 5 1 3 I 12 4 L 6 1 3 I 12 10 1019 1 9 5 12 1 5 1 5 1 7 ' 4 12 1 6 5 1 7 L 12 1 615 5 7 I 1 L 170.0 12 4 4 1 5 3 12 4 1 4' 1 3 12 L 4 1 5 1 3 12 4 4 6 1 3 12 6 5 - 17 4 12 6 1 5 1 7 1 4 12 1 6 5 1 7 4 12 1 6 1 5 7 L ' , ; . 45 D 12 12 12 12 1 1 12 12 1 1 2 12 1 7 12 12 1 2 1 1 1 1 7 12 9 9 7 1 L 12 1 1 2 12 1 1 2 12 12 1 2 1 1 2 1 1 2 1 9 12 1 1 2 1 2 1 1 2 6 1 2 1 0 1 1 0 9 6 } 1 1 1 _ • 1/4 "0 ELCO CRETE FLEX W/ 1 -3/4" M w. EMOECIMENT (MIN. 3.350 P.S.I. CONCRETE) 57. 12 12 12 12 8 12 12 112 9 6 12 12 12 1 8 1 5 12 L. 1 L 5 3 12 112 12 112 11 12 12 112 12 1 7 12 112 12 110 7 12 1 6 1 S 7 1 L. 73 0 12 12 12 10 6 12 8 8 7 4 1 12 6 5 6 4 1 1 1 2 4 L 6 1 3 12 12 12 112 12 8 12 11 10 9 6 12 7 7 1 ( 1 1 1 8 6 5 7 5 12 1 L 105 0 12 8 6 7 4 12 4 1 4 5 3 12 4 L. 1 6 3 12 4 1 4 1 6 3 12 10 10 1 9 1 6 12 6 1 5 1 7 1 4 12 1 5 5 1 7 4 12 1 6 5 7 4 170 0 12 4 4 6 1 3 12 4 i 4 6 3 12 4 4 1 6 1 3 12 I. 1 4 6 3 12 1 6 5 1 7 4 12 5 1 5 7 1 4 12 1 5, 5 1 7 1 4 12 1 6 1 5 7 4 ANCHOR SCHEDULE FASTENER MAX .1JM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (w) P_S F MIA (SEE NOTE 1) MIN. 3i4" EDGE DISTANCE S'. NS UP TO 5 . -8 .. (SEE NOTE 1) SPANS UP TO 8 . -0 .. (SEE NOTE 1) SPANS U? TO 9 . -0 .. (SEE NOTE 1) SPANS UP TO 13 . -1 .. (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) £1102,03 04,05 CONNECTION TYPE (SEE NOTE 3) C1 02103.104105 CONNECTION TYPE (SEE NOTE 3) 01102103,04105 CONNECTION TYPE (SEE NOTE 3) 01102 03104105 DOOM 4 5.0 12 112 12 9 7 12 12 112 1 6 1 5 12 12 112 5 1 4 121 9 1 9 3 3 L�iltlililililLlUUlihJ 57.0 12 112 12 7 5 12 12 112 1 5 1 3 12 12 112 L 3 12 5 4 3 V 1 -3/4 " MIN THREAD WOOD LAG W/ 1 -3/4 . PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 73.0 12 112 12 5 4 12 1 9 3 3 1 9 1 1 1 12 1 12 6 6 1 5 1 L. 3 1// 3 f / 12 12 5 5 4 4 3 I.IPl / (� 105 12 1 9 8 3 3 12 5 L. 1 3 / 170.0 12 1 5 4 3 r, 12 5 1 4 1 3 f // 12 5 1 I. 1 3 r/ 12 5 4 1 3 1 0 0 r1 0 CV 0 0 rl 0 V 0 0 N 0 0 0 0 / / 0 0 0 0 0 0 V V 0 0 0 0 02/20/03 13:01 SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying with the F1orids Guiding Code Ace N ♦ - O C Ezpir t :0 By +i Miami Da roduct Centroi Division cv6 r VJ. )CT:EZEVICH 1 P ?OFESSIO1.,IL P. License Ko%' c G %3 1OO/17/2002 Isca!e fora -n ty 1 JS..oTEO)i 1 d..9. oy tic nec.ec VJK �( VJK � Cr ay.n9 no 03 -802 j E sheet 6 of 7 1 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT OQQ (FT - IN) TYPES, DETAIL F) DETAIL © W/ SINGE ANGLE REQUIRED 3 -3/4"' MAX. B.O. (FT - IN) TYPE C ' DETAIL O DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL OE 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 I2 - 7 39.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 - 10 -4 10 -0 52.0 12 - 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9- 3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10 -11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 91.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.1. 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5-2 4- 1 4- 1 4 -3 150.0 4 -10 3- 10 3 -10 4 - 0 150.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 - MINIMUM SHUTTER SEPARATION FROM GLASS ON) POSITIVE ACTUAL MINIMUM SEPARATION FROM GLASS FOR MINIMUM SEPARATION FROM GLASS FOR DESIGN LOAD (W) (PSF) SPAN (FT - IN) INS _ ALLATIONS INSTALLATIONS LESS THAN 0^ EQUAL TO 3_ ABOVE GRADE (INCHES) GR EATER THAN 30 ABOVE GRADE (INCHES) 5 - 0- 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1 /8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 -2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - o 2 -7/8 1 -7/3 9 - 6 3 2-1/4 10 - 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1- 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1 /8 3 -1/8 12 - 1 4 4 9 0.0 5 - 0 2_7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3 3 -3/8 11 - 6 3 -7/8 L 100 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/L 8- 0 2 - 2 9 - 0 3 2 -3/4 10 - 3 3 3 c 0 rn Eri 0 N 0 0 0 V a) i j O U 0 0 V 7 02/20/03 13:01 1 " x2 "x1y8' ALUM. ANGLE j�IpPl \ 0P.;4a' O ALT. CLOSURE DETAIL SALE: 3 = 1' -0" ALT. CLOSURE DETAIL SCALE_: 3" = 1' -0" c 3 '410 TEK SCREWS OR 3- 3!16 "d ALUM. I c � PO° RIVETS (TYP.) 2" x 2" x. 1/8'. (o - '`10 TEK SCREW _ 3 - 0 ALUM. !-1`,E z -'--,J ALUM r-O? r.I ✓E 1 C 24" 0.0 6063 -T6 :.L_GY -� "� (I YP.) __ ,-� TWO 1/4 "c FASTENERS i �� EACH ANG_c (SEE AN'L - HOP i i_ L--' 'r. S FOR /. 'Y r T S S'H_ MULE :� ` A "P L F _ �, •----, ''' ANC! - O R ) -i N OTE: EITHER CON'_`ITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL SCALE: = 1. -0.. • 2" MIN i -_` rFASTENER p 24" 0.0. / (USE ANY ANCHOR IN / ANCHOR SCHEDULE) 2" MIN / FASTENER (n1 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) r-- x 2" x .125 / ALUM. ANGLE CO ?•T. �I} 1/4 -20 TRUSS HEAD BOLTS E. NUTS W/ LOCK WASHERS (� 2L" 0.0 EXISTING STRUCTURE ^N, `- HALF OF( USE MALE OR FEMALE AS REQUIRED O ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1-0" A 8 L E 1 r10 x 1/2" GALVANIZED SMS OR 3/16"° ALUM. POP RIVET (J 18"0.0. 1" x 1" x .0S5" ; 1" x 2" x .055 "; 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x S" x .125" AL. ANGLE #10 x 1/2" GALVANIZED SMS OR 3/16 "4 ALUM. POP RIVET p 19" O.C. 1" x 1" x .05S" ; 1" x 2" x .055 "; 2" x 3" x .055" : 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE NOTES 1. REFERENCE AOPP.OPRIATE COLUMN IN TABLE MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS 6E I w'EEN TABULATED VALUES. USE "=XT HIGHER LOAD OR LINEAR INTERPOLATION MAY SE USED TO DETEPMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN, 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. 1■ !' SHUTTEP. SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.052" THICK RECESSED SILL 3105 -H32 OR 6053 -T6 ALUM ALLOY (1/8" BELOW CONCRETE) ! ° c ° � 1 _ V I ° , , ;060 1 BASED ON 0 2 11) X ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3" = 7 A B L E 2 C win � w _ J 1/4" MAX. f EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER (> 8" 0.0. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED Es coo_pivi. ^.z Svitb the SHiiir Cody' Acc -pInnt: No c3 - 0 4- 0 i. G1 Expiration Datc �OJ�j/���2 /Z cc.� By zC/ , Miami Da ?rodect Control Division I: 0 O Vi. K!:EZEVICH PROF ?SSIOCAL EN :'NEE_R f. lke.ue *:a'9!� i C933 S U w } 0 0 W Cra•+i'^y no I..a.e 10/17/2002 I sr ale es N^TED s•qn by • vJK � ;prawn by ( MAR (c by 1 VJK) 03 -802 l sheet 5 of 7 } ALUM. BEAM & : SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 .. x 5 .. Tw = .125" a" - 0 " 8' - 1 " Tf = .125" 10' -0" 7 -6" 5 -0" 14 -0" 2 "x5" 8' -O" 11" -6"" Tv/ = .072" T` _ .224 10' -0" I 10•-4 2 X 4 " 5' -0" 15' -5" Tw = .072 6' -0" 1 -5` Tf = .224 10' -0" 11' -2" O- W) N 0 0 M 0 i 0 0 Ll S c V J EXISTING STRUCTURE TWO 3/8 "O POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" 0.0. W/ 1 -3/4" MSEDME NT & 2 -1/2" EDGE DIST. IN EACH ANGLE ASS DOOR r,' ASc CIS DOOM n-, »n /n1 1 t- r i EM - Tf 1 i.t 0 ' i = i \ \ ACCES S HOLE -J \ EXISTING ' 5/8 "" STRUCTURE--; MAX. 5" MAX. 2 "x "x 1/4" 6063 -T6 ALUM. ANGLE • r DETAILS 'In & 1-1/4" THREE -1/4 "0 THRU BOLTS (MAX. DESIGN LOAD 1 72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE 3" = 1 -0' NOTE: 1. USE BEAM SCH ULE FOR DETAILS SAND J . 2. SHUTTER SPAN TO BE LIMITE0 TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM c Su?PORT TO C OF SUPPORT. S__ TABLE 2 /16 "C'+ POP RIVET R #12 TEK SCPEW f■ 6 - 0.C. „1 MIN., 3/1 "o POP RIVET OR `-`12 TEK SCREW CI 6" 0.0. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION E. MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT p 12" 0.0. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL \ - 2" x 3" x 1/4 6063-T6 ALUM. ANGLE THREE -1/4 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD 1 .72 PSF) @ BOTTOM SUPPORT BEAM DETAIL SCALE: 3 = 1' -0 ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.0. USE THRU I I J BOLT 0 ACCESS OLE AS SHOWN IN DETAIL J t� 50 • ( -1/4 " MAX. 1 3.00" 0 11.50- 1 0 3.00" SCALE : 3 ". t- 0" DRILL S /16"o HOLE too N 0 SCALE 3 "= 1'- 0"' C ASS CA DOOR z EMBED.: DRILL 7/15"0 HOLE DRILL 5/15 "o HOLE 1.13" PLYWOOD AND --' STUCCO FINISH 5/3 MAX. r-+ 3.00" I SET TABLE 2 FFF 3.75" r1 c 1 1.59" i 1_ee" 1.12 "1 ANGLE DETAIL USING CALK -IN ANCHOR 3.00" 6.00" !jj 1/ 3.00" of 1.00" ANGLE DETAIL USING CRETE -FLEX ANCHOR CO tt to X OR DOOR ' WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 - 3/4" PENETRATION INTO WOOD PLATE ( 12" 0.C. TWO 1/4 "o S.S. LAG SCREW 21." 0.0. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD = 72 PSF) ()WAL() MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE L 3 = 1 -0•' I I EMBED SEE TABLE 2 PLYWOOD AND / I \— TWO 1/4 "o S.S. LAG SCREW (Dr STUCCO FINISH I 24" 0.C. MAX. W/ 1 -3/4" PENTR. 5/8 MAX. r IN CENTER OF STUDS 1"x3 "x1 /8 "OR 1" x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD' 72 PSF) Z to @WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3' = 1' -0 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. E Q ? ED, SEE TAE_: 2 l g 3/.6" POP RIVET OR =12 TEK crR V. ,. C= 6" 0 C (TYP.) 1 �1 & ASSEMBLY r. L ACS OR 03? C4 CONNECTION TYPE PEFEREN E ANCHOR SCHTDULEFOR MAX SPACING MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/1 " 1/2" Y I1 /4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT (cam 12" 0.C. PROVIDE 1 "o ACCESS HOLE C2 SACK SIDE FOR FASTENING 5/8" MAX. 3/16' o POP RIVET (O 6" 0.C. (TYP.) �1 MAX • \EQ \E0.\ LEDGE DIST, O CEIL!NG/INSIDE MOUNT SECTION SCALE- 3 = 1' -0" C4 CONNECTION TYPE REFERENCE ANCHCR SCHEDULE FOR MAX SPACING PRODUCT RiZVISED as complying w, i'h the Flor431 Duidin2 Coc'e Acceptance No 3 - 0 Expiration Date 0 B y +' /1 Miami Dad T Division Coolrol 20 .10 .N' of :c) '0. i 1 dare 10/17/2002 : state Ildra�n by i AS NCT.o): - ' by 'knee "ed oy VJK 1 VJKI drawing no 03 -802 j ( 4 of 7 MCantu 03/04/2003 MAX. SHUTTER SPAN 2.50" 3 00" . I 3.00" 2.50" 11.00" O- W) N 0 0 M 0 i 0 0 Ll S c V J EXISTING STRUCTURE TWO 3/8 "O POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" 0.0. W/ 1 -3/4" MSEDME NT & 2 -1/2" EDGE DIST. IN EACH ANGLE ASS DOOR r,' ASc CIS DOOM n-, »n /n1 1 t- r i EM - Tf 1 i.t 0 ' i = i \ \ ACCES S HOLE -J \ EXISTING ' 5/8 "" STRUCTURE--; MAX. 5" MAX. 2 "x "x 1/4" 6063 -T6 ALUM. ANGLE • r DETAILS 'In & 1-1/4" THREE -1/4 "0 THRU BOLTS (MAX. DESIGN LOAD 1 72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE 3" = 1 -0' NOTE: 1. USE BEAM SCH ULE FOR DETAILS SAND J . 2. SHUTTER SPAN TO BE LIMITE0 TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM c Su?PORT TO C OF SUPPORT. S__ TABLE 2 /16 "C'+ POP RIVET R #12 TEK SCPEW f■ 6 - 0.C. „1 MIN., 3/1 "o POP RIVET OR `-`12 TEK SCREW CI 6" 0.0. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION E. MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT p 12" 0.0. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL \ - 2" x 3" x 1/4 6063-T6 ALUM. ANGLE THREE -1/4 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD 1 .72 PSF) @ BOTTOM SUPPORT BEAM DETAIL SCALE: 3 = 1' -0 ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.0. USE THRU I I J BOLT 0 ACCESS OLE AS SHOWN IN DETAIL J t� 50 • ( -1/4 " MAX. 1 3.00" 0 11.50- 1 0 3.00" SCALE : 3 ". t- 0" DRILL S /16"o HOLE too N 0 SCALE 3 "= 1'- 0"' C ASS CA DOOR z EMBED.: DRILL 7/15"0 HOLE DRILL 5/15 "o HOLE 1.13" PLYWOOD AND --' STUCCO FINISH 5/3 MAX. r-+ 3.00" I SET TABLE 2 FFF 3.75" r1 c 1 1.59" i 1_ee" 1.12 "1 ANGLE DETAIL USING CALK -IN ANCHOR 3.00" 6.00" !jj 1/ 3.00" of 1.00" ANGLE DETAIL USING CRETE -FLEX ANCHOR CO tt to X OR DOOR ' WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 - 3/4" PENETRATION INTO WOOD PLATE ( 12" 0.C. TWO 1/4 "o S.S. LAG SCREW 21." 0.0. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD = 72 PSF) ()WAL() MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE L 3 = 1 -0•' I I EMBED SEE TABLE 2 PLYWOOD AND / I \— TWO 1/4 "o S.S. LAG SCREW (Dr STUCCO FINISH I 24" 0.C. MAX. W/ 1 -3/4" PENTR. 5/8 MAX. r IN CENTER OF STUDS 1"x3 "x1 /8 "OR 1" x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD' 72 PSF) Z to @WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3' = 1' -0 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. E Q ? ED, SEE TAE_: 2 l g 3/.6" POP RIVET OR =12 TEK crR V. ,. C= 6" 0 C (TYP.) 1 �1 & ASSEMBLY r. L ACS OR 03? C4 CONNECTION TYPE PEFEREN E ANCHOR SCHTDULEFOR MAX SPACING MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/1 " 1/2" Y I1 /4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT (cam 12" 0.C. PROVIDE 1 "o ACCESS HOLE C2 SACK SIDE FOR FASTENING 5/8" MAX. 3/16' o POP RIVET (O 6" 0.C. (TYP.) �1 MAX • \EQ \E0.\ LEDGE DIST, O CEIL!NG/INSIDE MOUNT SECTION SCALE- 3 = 1' -0" C4 CONNECTION TYPE REFERENCE ANCHCR SCHEDULE FOR MAX SPACING PRODUCT RiZVISED as complying w, i'h the Flor431 Duidin2 Coc'e Acceptance No 3 - 0 Expiration Date 0 B y +' /1 Miami Dad T Division Coolrol 20 .10 .N' of :c) '0. i 1 dare 10/17/2002 : state Ildra�n by i AS NCT.o): - ' by 'knee "ed oy VJK 1 VJKI drawing no 03 -802 j ( 4 of 7 MCantu 03/04/2003 MAX. SHUTTER SPAN c v n 0 CO I 0 0 0 0 v c 0 0 0 0 0 0 0 0 SEE TABLE 2 OR DOOR EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. `''/`;i1 1 -C3 CONNECTION TYPE REFERENCE ANCHOR 1/2 5/8" MAX WALL MOUNT SECTION SCALE: 3" a l'-;" 0 BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" 02/20/03 13:01 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY IZ TYP. EVERY OTHER PTN NOTF- 1/4 • MAX- C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING L ›° to <w X EL, < w Vf 21.o ‘ N 1/4" MAX- BOTTOM MOUNT DETAIL MAY BE USED AT TOP C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ SEE TABLE 2 O DOOR 3/16 - o POP RIVET1I OR #12 TEK SCREW l (c. 6 " O.C. (TYP.) ASSEMBLY 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16 "o POP RIVETS CJ 6" 0 C 3/16' o POP RIVET @ 6" O.C. (TYP.) L1/4" MAX. � ,F pIN w!O OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR 1/2 i FD(F DIST1 SCHEDULE FOR MAX SPACING FDGF DIST QOEIUNG!]NSIDE MOUNT SECTION EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. S/8•" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING rMAX. EDGE) c DIST L Z w <J w tjj 0 I— w -. < t` VI 3 r- = ZOw V <L� JJ x a <° < XI N E Q D OR C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 5/2" MAX O BUILD -OUT MOUNT SECTION SCALE: 3" CONT_ - FOR LARGER SPANS sE TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. I REFERENCE ANCHOR SPACING BUT DO NOT NF SCHEDULE FOR MAX. EXCEED 8 -1/2'" SPACING r SPACING 1/4 -20 MACHINE BOLT W/ I1/2" (TYP.) 12" 0.C. (TYP.. TOP — BO I TOM) SEE TABLE2 EXISTING CONCRETE, MAS :DNRY 0= WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD / TRUSS OR RAFTER 24" MAX. O C SCHEDULE OR MA.X l �� \" ,. C1 CONNECTION TYPE .y - / SPACING BUT DO NOT I \ f i REFERENCE ANCHOR EXCEED 6"' SPACING 1/4 -20 `IAC IN 1LT W/ �,.EN ; / SCHEDULE. FOR MAX. 1_ L ?/ /� rr �,- /� NUT . O -C. l T YP., TOP I� / SPACING � -L - i \ � T - �a I Y ?. T0= B • -TOM \ \ i' - - ' - 11/2' - - 1. I 1 5 /E' -ROLL i c c yT ER � ,N ! LY .. .' r 1 • \ ; 1/2 • I ��i `_ --�-_, / / _ — Tr i/2 "/ I fp. :VE -:Y niV; — _ ' � , i - We 1/ -2o ti w; \ ' 1 \I' 1 �rCON7. � iArHIV_ SO! TS F a ;�� � - I 1 1 /L' ^.X. =14 S 1S ( D 24' - I, 41/ NUT C? 14 `� t ti �I C.0 h1AX. Iti TRUSSES �' TEK SCP=W 0.1 12" 0 C��`3 '' 1/4" MAXI � 1 Z BETWEEN (TYP., TO? S. BOTTOM) + , d - — I zl<� 1 b. J SEE TABLE 2 I SE TABLE E 2 cj f� r•--,,-. `�< r �; G c D t� 1 D - LASS ` y !3� `` = Oil 0- DOOR — . IL f, — `. � . n _. E LEG DIRECTION. \ �'< 1 ' _13 0 p r - 4 REVERSED A c( h1 Y X� w Iv0 / B= FRO ON NG_F OR FROM < IX= I, �/ :::<31 T . / FOTH A.NGLES�(TYP ) 1 ` 1 < I '' x . 1 j�L J / r C1 CONNECTION TY ?E w � ��� �jam / P,E=E EPJCE " "JCHOR 11 i1 1 !u l - I /// SCHEDULE FOR ?'AX. ,^ —; 1/z- MAX —' '— \ _-4.0 L� �_\ I / SPACING BUT DO NOT �n wI\ t i ■ ` EXCEED 6" SPA NO J - - - - Ln \ J ` G 21/2- 1 / 2 \ / 1 C O N I .--} : ----. 2 0: - \ r— " `�''o <v \� _ ;', I -. \ 1 1/2'"` � — �`_ 11 CONT. CONT. EMBED. 5/8" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONT. - FOR LARGER SPANS E TWO 2" x 5 " AL. ANGLES (SEE SCHEDULE 1 TY ?E C) 5/8" MAX. ® BU1LD-OUT MOUNT SECTION SCALE: 3" = 1' -0" SE_ TABLE 2 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. \ EMBED. k !_ 1\ 4 M Z Z <— < Cw t1 V1 -J C < w J 1- Jw C� M X V1 w X Ev < w V1 Ew Vf —1/4 " MAX. TOP & BOTTOM 1, 2; 3" _1/2' } -1/2. n (.\ EXISTING WOOD OR� f J / STUCCO FINISH I' I ` u M A T E R I A L \ I( I I / i 1 I I - • ( _ rr 1/2 MAX— / 1 1 64 ; I F'Q 1EQ WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" = 1' -0° 1/ 4" MAX- SEE i <! 0-w 0- ViJ 3< 10 � � J Jw : < 5 _1 VI <- X El..) < win Z L' I in 1/4" MAX. n C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE rO ?. MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. TABLE 2 5/8" MAX. 4" x 1/8" 6053 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 W000 LAG SCREWS wITH 2 -3/4" M.N:`''UM THREADED PENETR "T" IN WOOD (D. EACH RAFTER 0= TRUSS, 24" G.C. MAX. WHERE PLATE EXTENoS Y0ND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 2" x 2" x .050" ALU`" TUSE TYP. TOP & BOTTOM 11/ ■1/2" _O 1/4" MAX- 3- 3/16 "\ MAX. \ti 1/ 4" °BUIL D -OUT MOUNT SECTION SCALE: 3" = 1' -0 MAX — C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING BUT DO NOT EXCEED 8 -1/2" SOACING PRODUCT REV1SF.D as complying with the Ficr•2a Br iding Code AcceRance G4 G7. C Expiration Da:_ o5 /2Z.J•' cc . Miami Dade.itoduct Coot:o) Division 0 cc °m ' i I I - ° I 0 CA N I" m 1 0 b t j N > N I = Q; 4 2 1 I z J m � 1u -is eleallINNESCIIIMMISIO VJ KN= EVICH 1 PROFESSIONAL AL c .5R.EER FL Lcense Vo:. _ .. 0333 4 200b K ate 10/17/20021 I sca;e )'o•a by 1 AS .ST EDP HCaJ Itl_s.gn by it nec.. ed by 1 V1K 7 V1K1 dr a...ng no 03 -802 I { sheet 3 of 7 1 c rn N 0 0 0 c•1 "1 0 ( 0) 0 :J c 0 0 c U < /) Z Lv O w 1 - t— w D t,, w to XN z < I 0 N l ir- N 1 (TYP.) 02/20/03 13:01 SECTION). PLAN VIEW VARIES - NO LIMIT /BOTTOM TRACK TYPICAL ELEVATION N.TS - FASTENER p 24'" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ! i I '- OPTIONAL DRILL 5/ 2'"0 HO FR; TP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE Ix— V ' \ I I I / LL--LOCKING MECHANISM CAN BE ( 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSI N D= C L0 L W URE - tA SHIM \ SINGLE APM I DC ; Ir J I '-IE ' CH N:ISM T CENTER / O;: SIDE. OF SHUTTER. LOCK MAY BE INSTALLED ON i1•11(3 0P. OUTSIDE OF SHUTTER I I TYPICAL PLAN VIEW SCALE: 3" MIN. //� y 1 /,T // / -JOINT BETWEEN , B LE M REMOVABLE AND PLAN VIEW 7 SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE . 3 "= 1'- 0" G EXISTIN GLASS (T•. ? 6-1/ 2" .50"0 V) w USED WITH PIECES •� AND r10 LOCKING PIN SCALE: 1 -1/2" FASTENER 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0' r \ � .� �� ICJ n o � 1'" x 1"" x 1 /S" ".SSErl -L`. ALUM. ANGLE W/ - OPTIONAL 3/16O PO i� )` i ACCESS HOLE PIV =TS (c 6 0.C. N 1 t EXISTING r_) ' II FSTRUCTLIRE SEE SECTION B ON SHEET 3 BOTTOM OF EXTRUSION FIXED SILL M1 FOR COMPLETE INFORMATION BEFORE ASSEMBLY FOR C5 CONNECTION TYPE TRUSS HEAD BOLT (TYP.) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Sa SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON y 2 -1/4 INSIDE OR OUTSIDE OF SHUTTER Z SINGLE ARM LOCK N.T.S - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE 02 OUTSIDE OF SHUTTER 2 -1 /1.• SINGLE ARM LOCK N.T.S. 2" MIN. -FASTENER ( 24" O.C. / (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ll ✓ — -- � I ii PLAN VIEW (TYP.) ,LJ i I �' SINGLE ARM LOCKING MECHANISM AT CENTER / OR SIDE OF SHUTTER. / 1 LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3"' = 1' - 0" 3/1-'" M EE FASTEr•:E� SCHED'JL E 1 -1/2'" M .X. \`J (DOES, NOT REPLACE K) SINGLE ARM LOC OPTIONAL CLOSER HANDLE n.T.S. 3/15 "c POP JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE NYLON HANDLE ` I I (DOES NOT REPLACE SINGLE K) ARM LOC sHIM 1 x 1 x 1/8" r-� OPTIONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL PLAN VIEW SCALE: 3" = r -0` OPTIONAL REMOVABLE FLOOR TRACK DETAIL -SCALE : 3"'= 1 0" & 0 r= SSE LY SECTION T ,1PTIONAL LOCATION ' CS CONNECTION TYPE % R FERE ANCHOR SCHEDULE FOR MAX. SPACING ,-EXISTING / STRUCTURE '-SEE SECTION L ON SHE T L FOR COM ?LETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING S1AR41CRBUSHING t2 7/16" 0.0. 0.63" LONG NYLON IQ! ? BUSHING 12a II 11 1 /V #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .450 "0 x 050" THICK 3.0 SERIES STAINLESS STEEL WASHER (TYP.. TOP 2.. BOTTOM) A , I Y 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & 460 "0 x 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). O IINSIDE CLOSURE \ I I I EXISTING/ I �\ T HANJJLE 1"'/ GLASS 2' MIN P%ODJLICT REVisEC 8n coa'p *i',-,o Y.a. ^, t.•:Y �;•i-i _: fldo1° Code _ Accepisr cc No G? / - 0 4- C • c7 Szpir3tiozo.D3t Miami Dad ''rodsct Control Division > O z 0 VJ. KNEZEVICH ! P4'FESSIO'•' ti_EA ! _ 1,,,rtsr P'_ 10933 4 2003 ' 1!ai�l I i cj,,.,rl I j 1101 ' I 0: ■ !''1 131 I i I l o , I I .1 I I o I 1. 11 Ri ( I 0 CO 1 II 11 I 1 ° "° 10/17/2002 I sca:e l°r' n 6 ♦5 0TE0 l ; Hip (e�s.9n by Y 1 VJ'( VP( F °ra.Ang no. 03 -802 l sheet 2 of 7 j I I` I`:J / I ®1`.421 I I I I S T c rn N 0 0 0 c•1 "1 0 ( 0) 0 :J c 0 0 c U < /) Z Lv O w 1 - t— w D t,, w to XN z < I 0 N l ir- N 1 (TYP.) 02/20/03 13:01 SECTION). PLAN VIEW VARIES - NO LIMIT /BOTTOM TRACK TYPICAL ELEVATION N.TS - FASTENER p 24'" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ! i I '- OPTIONAL DRILL 5/ 2'"0 HO FR; TP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE Ix— V ' \ I I I / LL--LOCKING MECHANISM CAN BE ( 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSI N D= C L0 L W URE - tA SHIM \ SINGLE APM I DC ; Ir J I '-IE ' CH N:ISM T CENTER / O;: SIDE. OF SHUTTER. LOCK MAY BE INSTALLED ON i1•11(3 0P. OUTSIDE OF SHUTTER I I TYPICAL PLAN VIEW SCALE: 3" MIN. //� y 1 /,T // / -JOINT BETWEEN , B LE M REMOVABLE AND PLAN VIEW 7 SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE . 3 "= 1'- 0" G EXISTIN GLASS (T•. ? 6-1/ 2" .50"0 V) w USED WITH PIECES •� AND r10 LOCKING PIN SCALE: 1 -1/2" FASTENER 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0' r \ � .� �� ICJ n o � 1'" x 1"" x 1 /S" ".SSErl -L`. ALUM. ANGLE W/ - OPTIONAL 3/16O PO i� )` i ACCESS HOLE PIV =TS (c 6 0.C. N 1 t EXISTING r_) ' II FSTRUCTLIRE SEE SECTION B ON SHEET 3 BOTTOM OF EXTRUSION FIXED SILL M1 FOR COMPLETE INFORMATION BEFORE ASSEMBLY FOR C5 CONNECTION TYPE TRUSS HEAD BOLT (TYP.) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Sa SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON y 2 -1/4 INSIDE OR OUTSIDE OF SHUTTER Z SINGLE ARM LOCK N.T.S - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE 02 OUTSIDE OF SHUTTER 2 -1 /1.• SINGLE ARM LOCK N.T.S. 2" MIN. -FASTENER ( 24" O.C. / (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ll ✓ — -- � I ii PLAN VIEW (TYP.) ,LJ i I �' SINGLE ARM LOCKING MECHANISM AT CENTER / OR SIDE OF SHUTTER. / 1 LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3"' = 1' - 0" 3/1-'" M EE FASTEr•:E� SCHED'JL E 1 -1/2'" M .X. \`J (DOES, NOT REPLACE K) SINGLE ARM LOC OPTIONAL CLOSER HANDLE n.T.S. 3/15 "c POP JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE NYLON HANDLE ` I I (DOES NOT REPLACE SINGLE K) ARM LOC sHIM 1 x 1 x 1/8" r-� OPTIONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL PLAN VIEW SCALE: 3" = r -0` OPTIONAL REMOVABLE FLOOR TRACK DETAIL -SCALE : 3"'= 1 0" & 0 r= SSE LY SECTION T ,1PTIONAL LOCATION ' CS CONNECTION TYPE % R FERE ANCHOR SCHEDULE FOR MAX. SPACING ,-EXISTING / STRUCTURE '-SEE SECTION L ON SHE T L FOR COM ?LETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING S1AR41CRBUSHING t2 7/16" 0.0. 0.63" LONG NYLON IQ! ? BUSHING 12a II 11 1 /V #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .450 "0 x 050" THICK 3.0 SERIES STAINLESS STEEL WASHER (TYP.. TOP 2.. BOTTOM) A , I Y 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & 460 "0 x 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). O IINSIDE CLOSURE \ I I I EXISTING/ I �\ T HANJJLE 1"'/ GLASS 2' MIN P%ODJLICT REVisEC 8n coa'p *i',-,o Y.a. ^, t.•:Y �;•i-i _: fldo1° Code _ Accepisr cc No G? / - 0 4- C • c7 Szpir3tiozo.D3t Miami Dad ''rodsct Control Division > O z 0 VJ. KNEZEVICH ! P4'FESSIO'•' ti_EA ! _ 1,,,rtsr P'_ 10933 4 2003 ' 1!ai�l I i cj,,.,rl I j 1101 ' I 0: ■ !''1 131 I i I l o , I I .1 I I o I 1. 11 Ri ( I 0 CO 1 II 11 I 1 ° "° 10/17/2002 I sca:e l°r' n 6 ♦5 0TE0 l ; Hip (e�s.9n by Y 1 VJ'( VP( F °ra.Ang no. 03 -802 l sheet 2 of 7 j E O O R O O c O 0 C 0 U O O N 0 G3 1 0 / D c CO 0 0 L1 0 0 0 0 0 0 0 0 0 0 I Pmi II o } . 1.840 ; Je33; .875 "4833: t l 't2 I r1•2 11 . : I so t) t) ♦ yrt I O p.I { 1 I , 570' Y ! t1 1 t1 = .055' t2 = .075" HEADER -CLG. O MOUNTED SCALE: HALF SIZE 2.420" .048'.{y .955 y .875 "..831' - m o y \y \ 1 t 1 t 1� 1.19 3 " At--f1 U O t1 = .055" , '2 = .075 + = 097.. O HEADER -WALL MOUNTED SCALE: HALF SIZE I`J 3.993'• -052 4.475" () ADAPTER SLAT 8a SCALE. HALF SIZE t 2 L1 0: , N. • 4 .076 4 534 iN(P. SLATS SCALE: HALF. SIZE MIAMI HOME SHUTTERS INC. HLALEAH. FLORIDA MIAMI -DADE COUNTY PRODUCT A ^PROVED -.048 0 0 O N OI (N I N GENERAL. NOTE: 1. THESE APPROVAL OCCUMENTS F=_ ?rPESENT A SHUTTER SYSTEM ANALYZED WITH TH.E PROVISICN SET FOR THE ISSUANCE OF A NOTICE CF ACCEPTANCE INC -A) BY M.AMI -DADE COUNTY PRODUCT CONTPOL DIVISION FOR THE FLORIDA BUILC!NG CODE. 2001. 2- TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED Iv THESE APPROVAL DOCUMENTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FCR W!ND LOAO CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.65 SHALL BE USED 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G1S -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6 THESE APPROVAL DOCU' =NTS APE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND 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 VOID THE APPROVAL DOCUMENTS. 8 WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS A) REQUIRE THAT SITE SPECIF!C DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENS =D ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION- SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 131 REQUIRE THAT A ON - TIME SITE SPECIFIC APPROVAL BE APPLIED FOP. AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION_ WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VEL OCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL- 5 EACH SHUTTER ASSEMELY SHALL BE PERMANENTLY LABELED AS FOLLOWS 3.840" MAX_ J .125" J 1.840" x .875" J J$ •483" 90' ut (TYP.2) ! " t2-..-; 'CT7 r t3 1 .-;•-t2 r1 0 !N 0 O N .107" r1 = .055" t2 = .076" t = 17,.. 91.522 t1 393E I » t ° �-- (TYP.21 V .326 " 1.840 - .620" O SUILD-OUT WALL HEADER SCALE: HALF SIZE 2.775" 2.585" R� ANGLE I I O N rsi O CENTER MATE 1 SCALE: HALF SIZE J 2"' MIN. -S` MAX SCALE: HALF SIZE 2.373 " 'c HAVE c CENTER RE 10. ALL SHUTTERS _RS SHtlt HAVE A LOCKING M- [HAN!SM AT C_N. ER OR SIDE CLOSURE WiTH!N 18 O - R F CEN' 1VERT.). LOCKING MECHANISM SHALL BE LOCKED TO ^RGVIDE 15 2- .440" • HURRICANE PROTECTION. 11. STORM SHUTTER EXTRL'S:ONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY STAINLESS STEEL, LTh OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K S.I. U O.N. POP RIVETS TO BE 3/15 - C. 5052 ALUM. ALLOY, U.O.N. 13. TGP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14 FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS- USE REMOVABLE ANCHORS SUCH AS POWERS CALK - IN ANCHORS. 15, THIS SHUTTER SYSTEM I5 PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT Nc. S.755.270. 151" 1.350" (OPTIONAL) OLOCK ING CLIP 1 SCALE: HALF SIZE 0 r d O 1- 1 lP m TIT. AT EVERY OTHER INSIDE JOINT AT TOP. x .472" I.D- 612" 0.D. t1 l .4 500 " .211 I t1 = .055" t2 = .076' y 2.420" y 1 945" y ; 600 y62_0'1 II rt1 i" - 0 N 2J kt o �I �� �I." 1- I(TYP.0551L t 21 .�_ 171 . v] ( 1 752 • J t1= .655 t2 = .075' tO = C CI 7'7 Q SILL -WALL MOUNTED SCALE: HALF SIZE 058- 1.100" }.251" ° ROLLER ASSEMB Y SCALE: HALF SIZE 2,934" 2.755" R '•. I I - 2 101 () CENTER MATE 2 SCALE HALF SIZE STAINLESO STEEL 4 375" ASSEMBLY '.375 "2i115' J ,-.320"0 HOLE NYt WHEE1 RIVETE D IN PLACE TOP WALKOVER SILL ()FLO ()FLOOR MOUNTED OR HALF SIZE O O - 230" -400 MAX. k 1.685" y 65,500;.6200 I < .-. 1 , ,; 5, 00 �i 1I I O ADJ- SILL-TO? SCALE HALF SIZE 0 • N 1 BUSHINGS SCALE: FULL SIZE • 350" 310550'" 0 o °iI o • � I 1 211" ■,;' S J 01 0 C N .485" J ! I (115 L; , ° II rnI I J IMAY 1 300' .1 BOTTOM CARRIER O N N J 3 21-5" 3.0z -7 " : I CO O I LOCKING ARM ALIGNMENT ® BUSHING (NYLON) SCALE: HALF SIZE 055';► (TYP.): .OSS" 6a 6 41 t\1 f 7 1.250"• 1.533' I ; i r - .1;6' i i I 1 2 ?5 , 1 I _ � t I .S00 f ) 3.233 ! �0 N N rr ADJ SILL-BOT. 5 SC =L HALF SIZE i 1 L, 955" .375" R -\ 1 .505 - " 1 m 0 9a CENTER MATE 1 (1t•' LOCKING ROD) SCALE: HALF SIZE 517° I .222?4, D i r�o t080'ij I 01 .375;' -83' 75" 1 1.400" ' O 1NSERT SCALE: HALF SIZE 1.533" y ALTERNATIVE - ADJ. SILL -BOT. SCALE HALF S'_E t = .200" INSIDE HANDLE ®A 1 LE 1 (NYLON) = HALF SIZE 1 1 5 ", 1.115" 050" .02S' (TYP.) 1.250 90' END SLAT SCALE: HALF SIZE FLAT END SLAT SCALE: HALF S'ZE 3. »55" 32 o .530 0.D1 , �i -20 -' l- D- / I - 7 - 050.. 1 F� -•ice -! - I 1� -7, , o ' ` .3550 1 1 1 42 " 1 1.659 " ; 2.:0 " CENTER MATE 2 ow' Roo) SCALE: HALF SIZE 115' THICK STAINLESS STEEL 14 LOCKING ARM SCALE: HALF SIZE -322 017: = i Beidine Co o I r. ( VJ. KNEZEV1CH 1 PROFESS10.' ' , SSINEER F. Ucen = ..: PR 0913 I 11 1 I Cl I�1 I i IM'! I o l ;0i I PRODUCT REVISED 1 I.L7 !IT. Accertsucc No 53- 5 4 3 C 7 ' Ezpiratio D ^•E O /2 i_, / /. l E ' a 10/17/2002; BY f � J7 � � > /// scale (O•a..n HC . I Miami Dada : ^JrL'Ct Cr`i:72: Ji lees.; a 1icnacre ^ _ b)?; i ".4 .( V.1K.: Divicion ■ 1 Cra....1g ne 03 -802 sheet 1 of 7 1 to I ;ESAAO MIAM[ 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries I Technology Drive Nokomis, FL 34275 MiAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 37S40Ol FAX (305) 375 -2905 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. 1 documentation submitted has been revicw.vcd by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ANJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend thc use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with thc High Velocity Hurricane Zone. of the Florida Building Code I)ES-CRILTIONISeries "FD•101" Qu_t &wIP& Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through 5, prepared by manufacturer, dated 9/5/97 with rcvis on E dated 7/31/02, signed ar,d sealed by Robert L. Clark, P.E., bearing thc tiami -Dade County Product Control Approval stamp with the Notice of Acce :tancc number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting thc performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of chi's NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA d i nad crtis If any portion Miami-Dade ionoC NOA is displayed, followed it shall 1 thc expiration date may be display 8 be done in its entirety. INSPECTION: A copy of this entire NOP(' and shall be available for inspection at thc j This NOA revises l ad renews NOA # 01 mentioned above. The submitted documentation was revicwc„ii SC i• ion c user by the manufacturer or its distributors qu9t pf the Building Official. nsist of this page 1 as well as approval document x Ko 42-46. ptratlov Datc ] ily12; 2001 - - Approv$1 D1fc, X 22, 200T ' � ne1 1.750 1 -- .052 4.000 DOOR PANEL HEAD & SILL 5053 -75 ALUM. .050 1.520 .250 -- 4 L O WEATHER STRIP CHANNEL 5053 -T5 ALUM. .125 -- J 8' HiNCE EXTRUSION 5063 -T5 ALUU. 1.750 n —.062 O 000R PANEL JAMB 2 6053 -T5 ALUM. NIC 1 1.500 —i _750 1_ I ! TRUSS CLAMP 5063 -T5 ALUM. 4.100 1.272 .052 3.000 FRAME HEAD 7 6o63 -T5 ALUM. 4.675 4.100 O DOOR PANEL ASTRAGAL 3 5063 -15 ALUM. 1.470 • 1.750 3.000 ----- 1.480 — .050 FRAME JAMB 6063 -T5 ALUM. Robert L Glom., P PE (35712 Stn.ct Leal Tit Ft____ _., INDUSTRIES 1070 TECHNOEOCT DRIVE N0K04UIS, FL 34273 P.O. BOX 1529 2a01C0UfS. FL 34274 OUTSMNC THRESh-OLD 5063 -T5 ALUM. F.K. 7 T/02 E -NO CFTC THIS SHT sd Br. . /3 R.�tianc EXTRUSION PROFILES bate ie Mtad lAWe 15 D rzx ALUMINUM FRENCH DOOR Sariar/kaeeF. Ude,. Shat!: Fa -:o, NTS 5 « 1 DOOR PANEL HEAD SILL AL. 5 063 -T5 -062 WALL DOOR PANEL .IAMB AL 5053 -15 .052 WAL - 60 63 -15 .062 WALL DESCRIPTION 5 15.1 16 TRUSS WASHER 3 DOOR PANEL 4 .250 x .187 FM'SEAL STRIP 5 WSTP CHANN L A 6053 - 75/.050 wAL 5 FRAME JAMB AL 6063-T5 . 050 WALL 7 FRAME HEAD AL 5053 -15 -0 WALL 8 SILICONE 9 OUTSW- THRESHOLD (AL 5053 T5/.050 WALL) 10 5/15x18 THREADED ROD 11 TRUSS CLAMP AL, 5053 -15 .062 WALL 27 200 x -190 OLON 13 5/16.18 TRUSS NUT 14 FRAM S OVrR CAP 15 STRIKE PLATE 16 STRIKE PLATE INSER I / 10x3/4 SCR. FLT HO. PHIL 22 ?5.1/2 FLT HD. PHIL. r23 /Bx1 1 2 SCR- PN HD. OUAO. 1 24 j6 x 5 8 Ph. Fl. SPAS 25 LOCK SUPPORT ASS Y- 5x3 /4 FLT HO- PHIL 50375 12 1 50375 2 50377 679240 50379 50380 12 2 50411 11 1 ) 52899C 61069 .11L 1 _ STRODA 14 2) (1 /door top & bat. ro+I) 6037814 8 4 2 /ea. door to. c4 Dot. roil 7JNUTA 8 (4) (2 /co. door to & bol. roil) 41722W 1h 0 (5) I i 1 1 '1 41721 ! 1 f1. 60300w FD3PTAY LOCATION VENDOR VENDOR E AF — 10375 ALUMAX AF -10376 'ALUMAX AF -10377 �SCHLEGEL CORP ALUMAX ALUMAX DOW CORNING FASTEC INDUSTRIAL FAST EC INDUSTRIAL VINYL TECH CAMCORP VINYL TECH. 1 71034A 12 ( 7FRMOw 6 .3 .3 `. rcme •ombs 71OX1W 5 13 6 hin.e - hin.e -door .mb )AERCHANTS FASTENER 7t0X12PPW 0 15 5 nine d hin.e -f orne ornbl MERCHANTS FASTENER 41 720 L2 1 0 ' 1 0 to bot- of I.h. ostrogol) 1 VINYL TcCFt. 761.2 Pei (4 417 (2 /.1de bolt locks) IFASTEC INDUSTRIAL 78112.4 112 (i2) t5 /Head & i tl) FASTT.0 INDUSTRIAL 7658PFA 28 `I 4)1(2 / ho beod, 5 /vtr. bend) AQUA FASTENERS 4UBLOK 3 2) 1 lock 7634F 6 4 ( 2 / lock support oss y.�� 606200K 5 '4 1 '1 os ; ro.ols fr. iombs & head AF -10378 41 722w VThJYL TECH ,( 4UELOK FASTEC INDUST SCHLEGEL CORP. 0200X190 1 1) 4" MIN. i 3/16 CR 1/4 W/ F12 HO TAPCONS (SEE NOTE 2) 110 W000 SCREW TYP. HEAD 1/4 MAX. TYP. JAMB 3/16 OR 1/4 W/ (12 HD TAPCONS (SEE NOTE 2) 1 1/4 MIN. 1 1 1/2 MIN- ix BUCK lc\ 1/4 1 1/2 MN. MAX Flo WOOD SCREW [ANCHOR = AST =NERS ARE STAGGERED IN JAMBS MIN. 2x WOOD BUCK 3/15' OR 1/4" w/ 112 HD TAPCONS (SEE NOTE 2) SILL TYP. HEAD TYP. JAMB F 1/4. MAX. MIN- 2x WOOD BUCK 1/4" MAX GROUT MUST TRANSFER SHEAR LOAD TO SLAB. 28 1.3 x .190 OLON 29 3 POINT LACK ASS'Y 30 LOCK (ACTIVE.) 31 LOCK (Ouu1d1 3 2 DEAD -BOLT LOCK 33 3/15 TEUP RED 34 SEA11 SrA3 rg 35 3/15 p-r SAD 38 12 POINT k.00K OPTION 17 26 • /xi/ 7A/z Robert L dark P.£- Pt 139712 Sbvclvdl 7LrW1r.AP 1 8 7LOKIP TIP 1 ( 1) `(C 1 (0) 1 (0 1 1 1) ( 1_2 W 1 SSV55W I 170 8 / 4 17 978E k NOTES: 1. 9.0.V. CITY'S IN BRACKETS ARE FOR X CONFIGURATION 2. USE UAMI -DADE COUNTY APPROVED TAPCONS - 3. SEE ANCHORAGE SPACING NOTE 4. SHE[' 1 OF 5 INDUSTRIES 1070 TECH2NOLOCY DRty£ HOKOWS. R- 34275 P.O- BOX 1529 HOKOLHS. FL 34274 4 (.3) (1/ostr000ls & frame 10mbs) 1 1 I ( Q r-.1- astro. of 1 (1) toter: Son rs/aod.t ro - 101 r.h. ostrogol) I . ostrogol) r. h. ostrogol) used w 3 15 .loss NTS SCHLEGEL CORP. VINYL TECH. HARLOC HARLOC HARLOC PPG. LOF . 1 SCHNEE MOREHEAD FLORIDA SCREEN } ANCHORAGE & 8.0.M. ALUMAX ALUMAX SULLNAN & ASSOC- ALUMINUM FRENCH DOOR Srv■f: tr d 5 Ornw.9 Hd. 944 FS 7 AF- 10379 AF -10380 AF- 12375 AF -12375 j 0375.190 IFO3PTAY 100 1880 1820 SM5504 05 -0Q5 } 4 ///Ail‘J 7/1//3z- Robert L Cork P .G PL 130712 Structunat 1070 TECHNOLOGY ORv NOKOMIS, Fl 34275 P .O. 90X 1529 N0K04e5. fl 34274 • L2 POINT LOCK OP T IONJ F K 07/20/_02 NO CNC mIS 91T 11f 17/OC ADO 2P LOCK .� era oar, 0.8. 9197 0ewi0tkw fla.id. aaidtv Code a4 &Saud Doak trinket t... Not GLAZING DETAIL & EXPLODED VIEWS ro. ALUMINUM FRENCH DOOR FD -101 NTS 3 d 5 Ora.:nq 944 int VERTICAL SECTION HORIZONTAL SECTION - XX CONE PG. Report L ciort PC /39712 • Structure P.E. 25 11/16" 1.4AX. DA`LIGNT OPENING TYP. (2) 68.254 OVERALL PANEL WIDTH 71 3/ MAX _ wIo® HORIZONTAL SECTION - X CONFIG. 1NDUSTRlFS Iowa l Eca.sotocT CRNt wouat s, sL 34275 P.O: • 80X 1529 NoKow . 11 34224 F.K. 0. 8. aroma, 9,. 0.8_ 7/31/02 bolc w.r pt:en: SECTIONS E —ADO MAX OtAt_S • 0.E. Ito. 8 11 /17 /OO ADD _2P LOCK 9/5/97 ALUMINUM FRENCH DOOR S.rte ./+4+R.t FD - 101 NTS 2 a 5 n o a •L with eke Ar moms 1 By 95 1/2 VAX. HEIGHT 36" T 13' 4lAX O 6" MAX. 6 14AX. 13' MAX. O.C TYP. HEAD & SILL - 37 1/2" MAX. WIDTH 25 ,1/16' MAX- DAYLIGHT OPENING ® \--TYP. BOTH JAMBS NON- IMPACT DOORS 13 1/4 HINGE CENTERLINE 47 3/4' HINGE CENTERLINE 13 1/4' HINGE CENTERLINE 64 5/5 MAX. DAYLIGHT OPENING 95 1/2 MAX. HEIGHT 13 1/4 H INC E LOC. 1 35' 13 1/4" HINGE CENTERLINE - TYP. BOTH JAMBS 5 MAX. -- 13 MAX. 0.C. TYP. HEAD & SILL 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: SEE TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE ANO GLASS TABLES ASTJk4 E 1300 -9& B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASST1.4 E 1300 -98. 4.) ANCHORS: HEAD & SILL - MAX. 6' FROM CORNERS. (XX ONLY) VAX. 6" & 10" ON EACH SIDE OF MEETING RAIL CENTERLINE VAX. 13 _ SPACING. 1AAX. 6" FROM CORNERS. VAX. 13 SPACING. (STAGGERED - SEE SHEET 4) 5.) MIAMI -DARE COUNTY APPROVED HURRICANE PROTECT UNIT IS REQUIRED. 5.) SEALANT TO BE APPLIED AROUND FRAME & PANEL CORNERS, OEAD BOLT & LEVER HANDLE. 7.) REFERENCE TEST REPORT: FTL -2333 8.) SEE SHEET 2 FOR SECTION DETAILS. 71 3/4' MAX. W 074 25 11/16" MAX. DAYUGHT OPENING I 7� 7 r i 7 i 2 POINT LOCK Vr OPTION 4 - 7 i i 7 • -- 1 10 -a- Ik/41 01- ?/o 6L- Rob4n PS /39:12 Structural COMPARATIVE ANALYSIS FOR: X CONFIG. HEIGHTS WIDTHS 80.000 (704.030 (7) 95.500 (8) 24.000 (2) NCO - 102.5 - 95.9 - 83.6 POS 60.0 60.0 60.0 30.000 (3) NEG 37.500 (3) NEG POS -85.8 -80.9 -69.4 POS 60.0 60.0 60 -0 -60.0 -60.0 -60.0 60.0 60.0 50.0 13 MAX - 5 1,AAX TYP. BOTH JAMBS AN C1-ORAGE DETAIL SEE NOTE 4 13 1/4' KINCE - CENTERLINE TYP. BOTH JAMBS 47 3/4' HINGE CENTERLINE TY ?- BOTH JAMBS INDUSTR1ES 1070 TECSNOiOCY ORNE NOKVtS. R 34275 P.0. 90x 1529 NOxot1S. ►t 34274 84 5/8' MAX. DAYLIGHT OPENING °ascription, ra.Y FO -101 • Ootar 5/97 COMPARATIVE ANALYSIS FOR: WIDTHS 48.000 (6) NEG POS 60.000 (8) NEC. 80.000 (7)1 84.000 (7) -1026 60.0 -85.8 HEIGHTS -96.9 60.0 -80.9 XX CONFIG. 95 -500 (8) -83.6 50 -0 - 89.4 60.0 71.750 (8) POS 1 50.0 80.0 NEG 1 -60.0 POS 1 50.0 -60.0 80.0 - 60.0 NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM QUANTITY OF ANCHORS PER SIDE - � - 3/15" TEMPERED GItiS GLAZfNG DETAIL 7/31/02 E -ADO ANCHOR LOC. aim A r•:a..t O 1 /28/04 ADO SHT 5 & rABCE 11/17/OC AOD 2P LOCK EXTERIOR ELEVATIONS - X & XX ALUMINUM FRENCH DOOR m NTS 1 or 5 33 n SILICONE APPru.rd .. e.eaPMhc florid, allfa Cede Dut xD.0 R13a•.t Dada Intact Ctrs e7 944 50.0 • I� LiVst SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Building Official We are the Dade County Notice of Acceptance holder for the ti lloOn`` c ' d 's - J /under numbert, ,. ( � c,---4 This letter authorizes II( �'I''` �' "` "'5 to use our 1T111(x) fr - c )approved under numberO.0 to be used at the following job: Sincerely, Mian i - Sl utters, Inc. Narciso Rodriguez President b11Lfll 11061E SIIUTTER INC. 1130 West 23rd Street • Hialeah, Florida 33010 Phone: (305) 885 -4488 Fax: (305) 887 -4488 or 111-4 100 > I . Rafael Rodriguez Excecutive Vice President This form must accompany the application for building permit and shall become part of the permit documents. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Accer tance. I 5c— „,S) Owner Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT being the legal property owner, for the property Located at: I 1 i 1 N f • I Ov54 My n • - •■■ 5t. V t 3 , Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me to' .vSrork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this `1 day of 20 Cr By J" t( Cr who is personally known to me or who has Produced }Y r()1/4- (ju. -O- as identifi ation and who did take an oath. R? . — 4D- CCDO '-- o ‘0/1 I s ' t Comm # 3 Vargas 84 Expires: Jul 13, 2007 Bonded Thru Atlantic Bonding Co., Inc, Nota 0 0 60 0 EXISTING FLOOR PLAN SCALE: I / /111 _ 1 I_ EXI_;TING W NI. 2 BLOCK BEI-OW TO BE REM( VDf) i i LI EXISTING DOORS I0E".. C' ( r%d ►+ GP EXI` - >TLNG PARR ION TO BE REMOVED EXISTING WINDOW EO HE REMOVED SCALE: J 1 EXISTINt; WINDOW a _ BIOCK BELOW I0 BE KI_=MOVED 1 EXISTING WINDOW TO BF KEM1! )VED DEMOLITION PLAN 1 /4 11 = 1 I_OII 0 x G' -fl"" EXT. DOOR L NEW 8 x 1 2" CONCRETE COLUMN WI 4 # 5. DOWEL INTO EXIS FIG. T.BM ABOVE MIN, 7" EMBED. W /EPDXY. NEW MASONRY W/ 51.1R-0-WALL 10KIIONTAL KEINE. (0) I 00.C. IN EXISTING WINDOW OPENING. PROVIDE I #5 IN FILLED CELT- TO T. B.M. T SILL. RIJN DI JR -O -WALL INTO NEW POURED CELL AND NEW COLUMN. BREA'C SIDE OF ADJACENT BLOCK AND FILL_ SLID. SCALE: C 1c S NEW PAIR O" x G' -8" EXI DOOR NEW t10KIZOl PKOVI DE EXISTING C RUN IN 'ON KY W/ D -0 -WALL L REIN =. (o? I G" O.C. G" O.C.I MN (o? FACII END. MASONRY. JD CELL. DOWE. INTO T. BM. 4. SLAB/v. N 7" EMBED WI I 111 I 1 •1 NEW MASONRY W/ DUR- O -WALL 0R17ONIAL REIN F. (o) IG "O.C. IN EXISTING WINDOW OPENING. PROVIDE I #5 IN FILLED CELL T1 ) CONC. SIIJ. 4t BREAK SIDE OF ADJACENT BLOCK AND FILL SOLID. KUN DUK -O WALL INTO NEW 501 'KED CELL. .a) N- ) :V vs.t 6 C PROPOSED FLOOR PLAN I /4 11 _ I I_ Whys LLI U LLI () W LLI (i] 0 FIIE N/IChAL ALAN FINE 1 320 SOUTh DIXIE t 11G1WAY SUITE 902 TELEPHONE NO. (305) 667 4377 AKChIIUCT P.A. CORAL GABLES FLORIDA 33 146 LICENSE NO. 11,631 title: RODRJGUZ RESIDENCE I 1 77 N.E. I OOth ST., MIAMI SHORES, FL corn. no. 0307 1 4222 -R revisions: 07/23/03 EP s heet: A- J