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339 NE 100 Stenin 1. .2. 3 . Owner: No. Size St le Pro • 72" X 71" ) Catalina 72" X 71" ) 72" X 71" ) to look as one. RESIDENCE , Carolyne R. Cadwallder 339 N. E. 100th Street Miami Shores, Florida. Contractors JALCO, INC. 66n 66" 66" Cone t. Aluminum n • AWNING CLOSED I -Isfs• ! J.1 /4. ANC1311 SEE SCHEDULE •1 I ANGLE• 3S X 2_ X090 - 1 J EITER:aDL'Tt ST340( LOCI FFCJE:. ''ON A E - HEADER hINGE AWNING OPEN TO LOCK AWNING IN STORM POSITION. REMOVE CAMEL BACK PIN OR BOLT. RELOCATE ARMS, FOLD AWNING DOWN AND REPLACE CAMEL BACK PIN OR BOLT TNRU VALANCE .06dEXTRUSIONS 1-1":" "� - 1-0 • S.M. SCREW EA. SLAT RIO S.M. SCREW tat 0!a FOR SPARS 6d OR GREATOI. :or. p.o l SEE SCE ODE. 1/S• 13/ 11• ALTTOIICL' STRAY SUPPORT ARM SUTTON % CAMEL BACK ROLL ROOF SLATS 2 4 SMS EA. TUX 0A0 GUSSET PLATE 4 -• • SMS TYPICAL PURLIN `_ 2 (SEE 71 s6• WING DETAIL VALANCE PURL IN DETAIL ) : - S.- A _.. s! 'y.tT : ♦£ W • K ..t nLA 54 • i .O x F ' u 0 � o • - _ ( ADJUSTMENT HOLES Ile BUTTON L PO.D.TUBE 7/6* TUBE .049 WALL CAMEL BACK De0r FOLDED PL. 1 /4 PIN OR BOLT TV/0 ANCHORS EA. CAMEL SACK CAMEL BACK DETAIL / STRAP HINGE 1 X .040 • SMS • MAX, 9 PLAN OF AWNING LA { - .,., 5/6 SC BUTT JOINT TUBE 040 WALL I r .y . r -`' 1 _ EF: ,... L_75T Ar F:F . LITI5 r F , L G • 60• +--r' .) - • -04C G'JSSE' PATE 4!4 SMS --4--‘7 ___�— , vS '0E SL 1 EVERT 3 FC SLAT ) I/4 HOLE FOR CLOSED POSITION V SECTION 'X - X I .04V WALL E IGPT A:•NT$GS GRLATEF LAD- ESi:. I$ - 20 BOLTS _ re__ L LIZ_ ROOF SLATS 1 - S M SCREW EA SLAT STAGGERED, ALL PURLINS. ` PURLIN 7116 r 411 2- •IOS.M SCREWS L -! VAIN I 115 PURLIN (SHOWING CONNECTION AT EA END OF NOSE PURLIN) SLAT DETAIL VALENCE _ SEE SCHEDULE FOR TI•CKNESS • ROOF SLATS \ PURLIN VALANCE SEE SCHEDULE FOR THICKNESS ^I/4 : 911S • SECTION 'Y�Y' I PRA INAU4 PJ S°1 *L' E'.Y- TC W SE .T K ' Ji Tr1C4L SE" 7r I ,04C• I IE• N9• 5•• S!• I .040' I6• It 12 I 1 I I 71 72 .040 1 *• e>• Tf .063' � IE• 7r 91 .063 I 1e• ALUMINUM ALLOY OF AWNING COMPONENTS ROOF SLATS 5009-1434 BOLTS 2024 -T4 VALANCES 3005 -H14 ARMS 3003-141• PURLINS 5005 -HIS ALL AWNING SIZES SHOWN ARE MAX BE USED LESSER SIZES MAY THE JALCO SUNMASTER CATALINA AWNINGS WERE DE- SIGNED AND TESTEC IN ACCORDANCE WITH THE METRO- POLITAN DADE COUNTY BUILDING AND ZONING DEPART- MENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS. DATED OCT IC, 1960 BASED ON SO. FLA BLDG. CODE AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIONS THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: - JALCO INC. CERTIFIES THAT THE ALLOY AMO NEAT TREATMENT OF ALL METAL IN THIS PRODUCT CON- FORMS TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS IN- STALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE WARING OR ALERT. , ANCHOR SCHEDULE CONCRETE I/4 X IN DIAMOND HAMMER DRIVE NAL CR IN SUPER - GRIP JOR!DON XS X V4 LAG I1• Ir K l I2 HOLLOW WALL IN X 20 LONG 4 WING TOGGLE SCREW WOOD NO. HI-- I%2LG. WOOD SCREW JALCO INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH & ASSOCIATES •t •.w. H AV• . • MIAMI. FLO•16A C O P I S U L T I N C t N O I N t E R• rwE�• I••'•` AK. [ «r. C I ....•.KT .umo• «.. 17:••••••4 ••••./..11. no. • WA. ••••••••••• 64139 1 OF 1 SUNMASTER CATALINA 9I Opening No. Size Style 1. 72" X 71" ) Cacali.na .2. 72" X 71" ) It 3. 72" X 71" ) to look as one. Owner: Zaro?yne F. C3duallder 3 '° 2 ° of J I 4J. L. .r�J Vim. . ^J l.I nl S'Zor33, ?13ridz. Contractors JALCO, INC. Proj. 0614 66" Cons t. Aluminum n AWNING CLOSED N N 0, ANCHOR SEE SCNEDULL • I ANGLE' 3S' x 2.5.. X 090" . o6d EXTRUSIONS • FSCJE :'ICIK A E 7 z, 45 • HEADER I,IN6E SUPPORT ARM BUTTON CAMEL BACK AWNING OPEN TO LOCK AWNING IN STORM POSITION. REMOJE CAMEL BACK PIN OR BOLT, RELOCATE ARMS. FOLD AWNING DOWN AND REPLACE CAMEL BACK PIN OR BOLT TNRU VALANCE ism' II J I/4• Asp 1-M 6 S. M. SCREW EA. SLAT •Ct:±. t. v: .lf - S.A 95 ' ' TC: A: S-':,A± EGPT 4. %1NIGS W - • - r»- :' - r:ATE1 - nu -f .CC vl^ - H: GRLATE4 -'%► - :• S�A nY': Ly. :At A LA? tH ir CC 4:x ` RIRJ RS I • IL MAX. 9 PLAN OF AWNING �I IK'• 20 BOLTS 1 ROOF SL ATS 1 -•8 SM. SCREW EA SLAT STAGGERED, ALL PURLINS. 1 2 -'10 S.M SCREWS L- Iv4'XI 115'X V2 PURLIN (SHOWING CONNECTION AT EA END OF NOSE PURUN) s 16 sw nrExurZL.1! ST7RX LOCI •I0 S.M. SCREW MI OM FOR SPL 6CF 011 GXEAT1 (. ':FOB SEE SC®OTi 1/9 A 3/ II ALCRTRn1: F 56' WING pills, /ADJUSTMENT 10LES l am` IN' BUTTON ROLt -ROOF SLATS 2- SRC EA. TUBE 040 - GUSSET PLATE • •'• SMS TYPICAL PURLIN 2- ANGLES (SEE PURL IN DETAIL ) / STRAP HINGE I x . 040 . • S �-- 5 /B SC BUTT JOINT TUBE 040 WALL 5:'. RX OCT • 9 SACS L7. Ds F ".SAX 60•. .s= -- T • } r -04C GJS SE • P,.LTE 4 SMS •NSEIE SL LT 1 EVER+ 3 FO SLAT ) 6� I.O.D.TUBE 7 /9'TUBE .049 WALL CAMEL BACK De0 FOLDED PL. I /4'DIA. PIN OR BOLT TWO ANCHORS EA. CAMEL BACK CAMEL BACK DETAIL I/4' HOLE FOR CLOSED POSITION SECTION 'X—X .041 WALL r ✓16' BOLT` II I- SLAT DETAI VALENCE 6• SEE SC*EOULE - FOR THICKNESS ROOF SLATS PU R LIN VALANCE SEE SCHEDULE FOR THICKNESS SECTION I Y- Y' RAJIV 6 VA__ :N_S_ �•D1Ec E ma. TC N^SE •Z` IFJL0CJ11TY6TCAL SE' 7P 56• S!* 7r 7r 7r 72 BS 9 , .04C 1 IE' .040" 16' I t .040- !' .063 j IC 063 I lr ANCHOR SCHEDULE ■••••• w I — . 1 9 • • . 12' ALUMINUM ALLAY Of AWNING COMPONENTS ROOF SLATS 5005-1134 BOLTS 2024 -T4 VALANCES 3003 -H14 ARMS 3003- HIS PURLINS 5005-1111 rs 1 • ALL AWNING SIZES SHOWN ARE MAX LESSER SIZES MAY BE USED THE JALCO SUNMASTER CATALINA AWNINGS WERE DE- SIGNED AND TESTED IN ACCORDANCE WITH THE METRO- POLITAN DADE COUNTY BUILDING ANO ZONING DEPART- MENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT IC, 1960 BASED ON SO FL• BLDG. CODE AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME FITTINGS AND DIMENSIONS THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AwNINGS: - JALCO INC. CERTIFIES THAT THE ALLOY AND NEAT TREATMENT OF ALL METAL IN THIS PRODUCT CON- FORMS TO THE SPECIFICATIONS CONTAINED 111 THE PLANS SUBMITTED FOR PERMIT COVERING THIS IN- STALLATION. THIS AWNING MUST BE CLOSED AND SECURED TO THE WALL DURING A HURRICANE VAMPS OR ALERT. CONCRETE HOLLOW WALL WOOD _ X I-IN WHOM] IN' X 20 LONG 4 NO.1 + - I%2 H AMMER DRIVE NAL- WING TOGGLE SCREW WOOD SCREW OR L4 20 SUPER - GGR .UIOAN � 9 W JALCO INC. 745 N. W. 54th STREET MIAMI, FLORIDA CARR SMITH & ASSOCIATES •t+ ..W. !1 AVI MIAMI. •LeS•■• C O N S U L T I N G 6 N O I N K R R• - 441 r. - AK .�.O.K T wu . cw a • .. s..w � — 64139 I 1 OF SUNMASTER CATALINA Sim IS in 712 " 11 " 1 0 " 8 J a N 52.65 in 1� E 3' HIGH C.B.S. WALL & PLANTER 0.11' CLR. O N M in • SKETCH OF BO EY ALLEY N W NNQ Q „ 75.00' 1 STY CBS RES. #339 0.7' • 5' CONC. SWK 100st 1 . ° PAVEMENT / ESP 3 36.55' A.C. 1 0 r; STREET FD. I. t 1.57"• 64' tn �-x 10.60' — 'K C.L. FENCE k 0.2 CLR. 0.06' CLR. 3' HIGH C.B.S. �1Y ALL & PLANTER FD. I.P. • A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 FB: 490 PG. 74 DATE: FEB. 16, 2004 ORDER No. 13414 _. SCALE: 1" = 20' 0 10 20 4 SCALE: I"= 20' 30' z �r di 1.1 30' z SKETCH OF SURVEY LEGEND: CL - CUR. CONC = FD IP 4. LB WM 40 in M SCALE: 1 INCH = 20 FEET N.E. 101st STREET Mj to -1 3 14 CENTERUNE CHAIN UNK (FENCE) CLEAR CONCRETE FOUND IRON PIPE LAND SURVEYOR BUSINESS SIDEWALK WATER METER 60 15 80 N.E. 100th BY: STREET LOC T. ON -- SCAL 22 f) o`\ LEGAL DESCRIPTION: LOT 1 7 AND THE WEST 1/2 OF LOT 18, BLOCK 39, AMENDED PLAT OF MIAMI SHORES SECTION No. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BEUEF AS RECENTLY SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS SURVEY COMPUES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.07 FLORIDA STATUTES. NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. ae4 23 ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA 35' z 1 V' 3 W 52.88 z 2 4 PRES. i C i • t t 3 0 0' t •1 • •• • • • 1.193" HEADER -WA • • • •1.(9t. " • • • •i �� • H EADE O MOUNT SCALE: HALF S1 3.993 ". '' S 4.478" ADAPTER SLAT SCALE: HALF SIZE 4.078" 4.534" ® 1YP. SLATS SCALE: HALF SIZE 52" TED GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE. 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. 140 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 WINO VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.B5 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 61615 -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 DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVALPDCUMENTS WILL VOID 0 THE APPROVAL DOCUMENTS. -- 0 0 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE N BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REOUIRE 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 SU61111TED 1U THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION'S" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE PROTECTION PRODUCTS. INC. MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -76 ALUMINUM ALLOY. U.O.N. 12. ALL SCREWS AND BOLTS TO BE 2026 -14 ALUMINUM ALLOY. STAINLESS STEEL, OR GALVANIZLO STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L. U.O.N. POP RIVETS TO BE 3/16 "m, 5052 ALUM. ALLOY. U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 16. FLOOR TRACKS MAY REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE. PATENT No. 5.755.270. .048" t1 =.05, ti 125' CO D1 3 4 0 "MI,X . • O BUILD-OUT WALL HEADER SCALE: HALF SIZE 1 2. 775" 2.373" 1 .158" 44 L" 1.391" vt N 1.891" ® LOCKING CLIP SCALE: HALF SIZE O CENTER MATE 1 SCALE: HALF SIZE 151' 1.350" 1 _4500" (OPTIONAL) • • ••• • • • • 2.81 ••• 2 7 •• IT YPt. 1 .620 • •• 472" I.D. F .612 - 0.0. I I m r I N I t1 =.0 5 ® SiLLWAU. MOUNTED SCALE: HALF SIZE 1.100" -t3 � i I 2" MIN. -5' MAX. ®ANGLE (DROLLER ASSEMBLY SCALE: HALF SIZE (DROLLER HALF S1ZE • TYP. AT EVERY OTHER INSIDE JOINT AT TOP. t2 + - 1 0 t 1 = .055" t2 _ 097 2.984" .165" I.D. .285" D.D. Q CENTER MATE 2 SCALE: HALF SIZE STAINLESS STEEL .430" ASSEMBLY 375 � .320 "0 HOLE w � 1 NYLON - WHEE L j i RIVETED IN 1 PLACE 1. 251" WALKOVER S11. ° FLOOR MOUNTED SCALE: HALF SIZE • J1- 230" 300' MAX. TOP m ° rn N 1'I 01 (D ADJ. SILL -TOP 4 SCALE: HALF SIZE m O N BO MAX. CARRIER O BUSHINGS SCALE: FULL SIZE .485" .248' J .230" A X. SILL -BOT. ALTERNATIVE ® ADJ. SCALE: HALF SIZE 5a ADJES 3.245" 060' m )60 \ 15" 3.049" 1.391" LOCKING ARM ALIGNMENT ® BUSHING (NYLON) V_LiSCALE: HALF SIZE 1.891" 0 I . 63 0' S . b. o 285" I O DN • .055" .500" �r I )60 060" _r 0 {060 ° D .080' ° 250" - O .949" O CENTER M ATE 1 (W/ LOCKING RDD) 9d SCALE: HALF SIZE ()INSERT SCALE :IIALF SIZE in m INSIDE HANDLE SHIM (NYLON) SCALE: HALF SIZE 1.533" 64 055'' 0 rn N N / 3.283" SL .095" 42 .942" .1 1.659" 2.101" 6a 10 90' END SLAT SCALE: HALF SIZE 1.250" .136j .050" .025' (TYP 1 1.250" OFLAT END SLAT SCALE: HALF SIZE 3.465" 3.267 .510" I.D. .630" 0.D .165" I.D. .285" O.D. .060" I 1.039" 625' 60" 1 .985" 1. 060" 345" .050" CENTER MATE 2 (W/ LOCKING RO0) 1 0 •SCALE: HAL SIZE 1/8' THICK STAINLESS STEEL ® LOCKING ARM SCALE: HALF SIZE m O m N PRODUCT REVISED as complying with Ihr Florida Bolding Code Arceplancc No03 -0 o Expiration Date O 2-o O & By ti Miami D c Product Control Division ru t VJ. KNEZEVICH PROFESSIONAL ENGINEEJI FL License •: P 0010983 2 2003 {'•'• 10/17/200 111C11, at.vn AS 1407t0 I. P Ca (design by 1It1.cIad b l V .IX J( �' =r� I . drawing no. 1 03 -814 Sh 1 of 7 JJ z 4 0. cc w 1- J I X 4 TOP TRACK 111 ALT. LOCATION OF LOCKING MECHANISM AT SIDE SECTION BOTTOM TRACK P.) MIN. SHUTTER SEPAR c•. E amigo ® to ! .J ti u te r-- a�rW� 0 ;;�m SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK.MAY BE INSTALLED INSIDE OR OUTSIDE UTTER TYPICAL PIA SCALE: YP.) 6 -1/2" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (T TYPICAL ELEVATION N.T.S. 0 VARIES - NO LIMIT LOCKING MECHANISM CAN BE (oh 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) F E SCHE EET 5). DIST TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. r14/-2 MIN. EE FASTENER SCHEDU 7 1 MAX. s 1 "x1 "x1/8" • ALUM. ANGLE W/ 3/16 POP RIVETS @ 6" O.C. OPTIONAL JOINT BETWEEN DRILL 5/8 "0 HOLE FROM REMOVABLE AND REMO BOTTOM OF EXTRUSION@ REMO SILL BEFORE ASSEMBLY FOR FIXED TRUSS HEAD BOLT (TYP.) PLAN VIEW PLAN VIEW N E SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S REMOVABLE FLOOR TRACK DETAIL Cr•IC,a ".V_0" • • • ••• •• •• • • • • • • • • • • • • • ••• 5% ;v3 •. • • • Z •. • • • .• • • • • •• • •� • • • • •• •CO • • • USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2" - 1' -0" SSE FIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE OR ANY ACCEPTABLE NCHOR). SINGLE ARM LOCKING • ' ' • '•' MECHANISM AT CENTER • • •�••• • OR SIDE OF SHUTTER. '•' • • • LOCK MAY BE INSTALLED ON • •:•2 -l/4, INSIDE OR OUTSIDE OF SHUTTER • ••• • •• • • • • •• • ••• • • •• • • • • • •• • • •••SjN6LE ARM LOCK • N .T•S. • . ••• •• SINGLE ARM LOCK N.T.S. 2" MIN. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' 1: EXISTING` GLA SS • 13 Y r =r- 14 aSlr`1�� _ J 1111 3 • (TYP.) 6 -1/2" PLAN VIEW FASTENER t 24" O.C. / (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) EE FASTENER SCHEDU T OPTIONAL CLOSER HANDLE N.T.S. OPTIONAL CLOSER HANDLE N.T .S. a SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 3/4" MIN. E 1 -1/2" MAX. 1" x 1" x 1/8" 3/16 "m POP (DOES NOT REPLACE SINGLE ARM 1OC10 JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCK 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. OPTIONAL PLAN VIEW SCALE: 3" : 1' -0" SEE SECTION L ON SHEET FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 " • 1'- 0 I '' 12 IP. I F 7/16" 0 .0. , � , �0 63 LONG NYLON IIP B U S H I N G 'Lys. 111111/01111111111 ° CARRIER BUSHING L9 4410 x 2" SMS. MANUFACTURED FROM 0410HT 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 & BOTTOM) 4 & NIB 1 SSE LY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING 010 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" O.C. (SEE ANCHOR SCHEDULE 2� MI FOR ANY ACCEPT ABLE ANCHOR). N PRODUCT REVISED as complying with the Florida Balding Code Acccptance No 03' E3pir Lion Date° / By Miami Da Division rodoct Control erz Z r — W - 1' I- W u /- •:t —0 V tc N N Q 021 L7 = v � W � N W N Z ]C� z 7 z 2 S m 1 2 8 a W u 6 u z N u 0 a x z a 0 0 pp � 8 . VJ. KNEZEVICH • • PROFESSIONAL E1PGINEER R./ionise No: 1D?$3 UCH 2003 c M 4 co N N N co P1 0 s 0 {a•r• 10/17/2002) 1.c l As •i• NO TED (e•.Ign by V JK or s.. n NCR) ch.ck•a p vJx braving no. Q3 -814 ( sheet 2 of 7 M 5 r c 0 0 0• 1 a. ao 1') 0 0 0 a 0 u C 0 0 u O 0 0 u c 0 u 1_ SEE TA w l7 0 w OR DOOR CONT. EMBED. 5/8" MAX. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDU FOR MAX. / 2' 0 C2 CONNE REFE 5/8" MAX. OLLER ASSEMBL TYP. EVERY OTHER 1/4" MAX- 1/4" MAX -,,. TYPE ANCHOR LE FOR MAX. ACING ® WALL MOUNT SECTION SCALE: 3" • T -0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT. 11 CONT f 1 /2 ..r..r,.r : r......._ 1/2" tl. TWO 1/4 -20 1 L� _,_. MACHINE BOLTS I R 'I . W/ NUT OR 4414 TEK SCREW @ 12" 0.C. (TYP.. TOP & BOTTOM) SEE TABLE 2. 9- 3/16" MAX. ()CONT. `- z Z Q' Q aw Qv a Nm eh A D 3F OR D OR o - 3/16 "sb POP RIVET t- - OR #12: EK SCREW QD (al 6" ' =.C. (TYP.) = XD In Q w X Eu Q wo 1': x 1" x 1/8" E w LUM. ANGLE .t^ W/ 3/16 "0 POP RIVETS CO 6" 0.C. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA NG 11 CONT. 1/2" 1/2 CONT. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT W/ /NUT CO 12" O.C. (TYP., TOP & BOTTOM) 5/8" ROLLER ASSEMBLY TYP. EVERY OTHER PT 1/2 - IZ Vi Q •X ta') 1J 1/2 NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. BUILD -OUT. MOUNT SECTION SE TABLE 2 ASSEMBLY 1/4" MAX- 1/4" MAXI • • ••• • • • ••• EXISTING CONCREMP1ASaNPY: IN; CONCRETE. MASONR OR WOOD STRUC•TUR SEE �•� : 4' O R 0c 1 STRUCTURE. SEE ANCHOR SCHEDULE. ;Ye • •ANCk113114.CHEOULE, TYP. ED. ED. 3 ~ _ Ow JJ JD 40 XI QV E w OR DOOR t7 0 ,w () FfGF DIST f FO F DIST MAA. TYPE RDIFUR OR SCMEDUlE FOR MAX. SPACING • • • • • • ••• 3/16' 0 POP RIVET 6" 0.C. (TYP.) CEILING /INSIDE MOUNT SECTION SCALE: 3" -1/4" MAX. z • Q •. w walD I— W i_ 1n-I- D ZOw . Q - JD X O 4° XI Q � o o - w0 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, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYF. EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. 0.C. 0 vI 0 1/2" SEE TABLE 2 2 -7/6' MA 1 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING . 1/4" MAX.- /2 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5 /B" MAX. BUILD -OUT MOUNT SECTION SCALE. 3` • -1/4" MAX. EDGE DIST. OR DOOR 1/4" MAX.- w • TYP. TOP & BOTTOM z Q aw tnJ .m 0► Jw QJ X0 cQ w LU LL1til w In 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT 1! SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING it SPACING 1/4 -20 MACHINE BOLT W/ 1 0 " TYP UT ( al 12" 0.C. (TYP., TOP :. , ft� BO TOM) w — 1/4" O MAX. EXISTING WOOD OR STUCCO FINISH MATERIAL 0\ 3 -3/4" MA )d. T. ANGLE 11 DI RECTION\ MAX. Rik •• OTOP & BOTTOM lit' C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING �. `11 CONT. - FOR LARGER SPANS E TWO 2" x 5" Al. ANGLES (SEE SCHEDULE 1 TYPE C) 5/8" MAX. BUILD -OUT MOUNT SECTION SCALE: 3" _ 1' -0" #14 SMS (al 24" O.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 2" 3" 1 —1/4" /2' MAX- WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" • 1' -0" OR DOOR : : 0 4 C w CC w = w CI z aw VI -J .03 a 34 H --Au D 4-J Vt 421 X EL., Q wO E VI 1/4" MAX. Z Q a In --1/ MAX. 16 - EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR . SCHEDULE FOR MAX. SPACING 2" x 2" x .050" ALUM. TUBE TYP. TOP F. BOTTOM C BUILD - OUT MOUNT SECTION SCALE: 3" 4" x. 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4"O WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD (nl EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS By Miami Da Division C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING PRODUCT REVISED as complying with the Florida Bidding Codc Acceptance No O - o o / Expiration Date o oog lJ z Z Z N W V) w' v I- 0 v 0 , N •[ < e " .. z LI = W V US N w Z z ILL? o no &ft m m 8 J 0 5 } M c 0 M (Oar. 10/17/20021 [ ocelot ( Ax NOTED dravn•by INCA (d'••I'pn ,K )(Chitk•d b yj Or living no. 03 =814 • sheet 3 of 7J ALUM. BEAM & SHUTTER SCHEDULE ESCRIPTION DESCRIPTION SPAN BEAM SPAN 2" x 5" NY Tw = .125" 8' -0" 8' -1" Tf = .125" 10' -0" 7' -6" 11.00'• 5' -0" 14 -0" 2" x8" Tw = .072" 8' -0" 11' -6" Tf =.224 10' -0" 10' -4" 2 x 9 5 -0" 15' -S" Tw = .072" 8' -0" 12' -S" Tf = .224 10' - 0" 11' -2" EXISTING STRUCTURE TWO 3/8 "0 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 (off 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE UR DOOR OR DOOR TWO 3/8 "0 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"m ELCO CRETE -FLE (ol 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE STRUCTURE MAX: 5/8" MAX. 2' x3 "x1/4" 6063 -T6 ALUM. ANGLE r DETAILS V1 &Q (MAX. DESIGN LOAD 2 72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3" • 1' -0" SEE TABLE 2 3/16 "0 POP RIVET OR, #12 TEK SCREW 1 -1/4" AS EMBL & (5) OR THREE -1/4"0 1" MIN Tw ACCES HOLE THRU BOLTS • •• AL1 1. ISEf • SCHEDULE BELOW FOR". • BEA?IUES[RIPT CEN. • • MAX. HORIZONTAL • ° o 1/4 -20 S.S. MACHINE SCREW & NUT.(al 12 "•O.G. Vt UiRU BOLTDD A ESS f E AS SHOWTyItCu TAIC�." :• • 1 4•I'IA • - NOTE: 1. USE BEAO,SCHEJQULE FOR DETAILS Imo) ANDVJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. • 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO C OF SUPPORT. ALT. LEG DIRECTION (MAX. DESIGN LOAD s 72 PSF) ® BOTTOM SUPPORT BEAM DETAIL SCALE: 3" • T -0" • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • . • • • .•. • • • • • • • • • • • • • • • • • • •• 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE THREE - 1/4"0 THRU BOLTS 1.50" 3.00" • 3/16 "0 POP RIVET OR *112 TEK SCREW (la 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (off 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL 1.50" 3.00" •. • .. • • ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'- 0" DRILL 5/16 "0 HOLE 1.00" OR DOOR DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 0 0 1.12" 11 3.75" 1.88" 1.06" 11.12" 6.00" 0 PLYWOOD AND STUCCO FINISH V2 3.00" 3.00" 3.00" 1.00" 5/8" MAX. ANGLE DETAIL. USING CRETE -FLEX ANCHOR SCALE : 3"= 1'- 0" PLYWOOD AND __/ ]] STUCCO FINISH 5/8" MAX. SEE TABLE 2 3'1/2" 0 S.S. LAG SCREW W/ 1-3/ PENETRATIO•: INTO WOOD PLATE Col 12" O.C. TWO 1/4"0 S.S. LAG SCREW (0I 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2 "x6"P.T. WOOD PLATE (MAX. DESIGN LOAD = 72 PSF) OWALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE: 3" = r - U D 4® 5g ASSEMBLY CA CONNECTION TYPE RErtritsvt..t HrvLnurc SCHEDULE FOR MAX. SPACING L1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 'SEE TABLE 2 O WALL MOUNT SECTION - USING ALUM. TUBE 1' SCALE: 3" = -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EO. ED 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW ® 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4"x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 2 72 PSF) EDGE DIS SEE TABLE GLASS OR DOOR 3/16 "m POP RIVET OR #412 TEK SCREW CO 6" O.C. (TYP.) FOR WOOD PLATE USE 1/4"0 @CEILING /INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 11/2" 10 i z Q a. tn 1/4" MAX. 5/8" MAX. — CA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING --1/4" MAX_ z W a cc a t- (if 1 ZOW I'll 1 N Q X �QO Q W 2 Xv .v) 3/16 "0 POP RIVET % Cal 6" O.C. (TYP.) —1/4" P-1 A X PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No O3 Ezpi Orion Date O • OI too8 By Miami Dad " roduct Control Division V,= Z N w V 1 0 < V ` 0 , <".' y = Z 1J z w r NJ W lA Z u n I N Q ^i CJ a 8 • m • J 'Q F n i4 g ts N �J 0 8 A 2 • g O J VJ. KNEZEVICH PROFESSIONAL E. WEER R License N•..d.. tD9U c 0 b • s- 1.1 le s ca f Al x10710 2 2 2 z 5 co 6 T. m s 0 1- f o.. 10/17/2002) rE�.vA OY 1 ` LICK (d•aig VD( irch•cw•OJ J drawing 110 03 -814 sheet 4 of 7 NY IRIMIIMMERIERI 2.50" 3.00" _ 3.00" 2.50" 11.00'• EXISTING STRUCTURE TWO 3/8 "0 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 (off 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE UR DOOR OR DOOR TWO 3/8 "0 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"m ELCO CRETE -FLE (ol 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE STRUCTURE MAX: 5/8" MAX. 2' x3 "x1/4" 6063 -T6 ALUM. ANGLE r DETAILS V1 &Q (MAX. DESIGN LOAD 2 72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3" • 1' -0" SEE TABLE 2 3/16 "0 POP RIVET OR, #12 TEK SCREW 1 -1/4" AS EMBL & (5) OR THREE -1/4"0 1" MIN Tw ACCES HOLE THRU BOLTS • •• AL1 1. ISEf • SCHEDULE BELOW FOR". • BEA?IUES[RIPT CEN. • • MAX. HORIZONTAL • ° o 1/4 -20 S.S. MACHINE SCREW & NUT.(al 12 "•O.G. Vt UiRU BOLTDD A ESS f E AS SHOWTyItCu TAIC�." :• • 1 4•I'IA • - NOTE: 1. USE BEAO,SCHEJQULE FOR DETAILS Imo) ANDVJ . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. • 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO C OF SUPPORT. ALT. LEG DIRECTION (MAX. DESIGN LOAD s 72 PSF) ® BOTTOM SUPPORT BEAM DETAIL SCALE: 3" • T -0" • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • . • • • .•. • • • • • • • • • • • • • • • • • • •• 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE THREE - 1/4"0 THRU BOLTS 1.50" 3.00" • 3/16 "0 POP RIVET OR *112 TEK SCREW (la 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (off 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL 1.50" 3.00" •. • .. • • ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'- 0" DRILL 5/16 "0 HOLE 1.00" OR DOOR DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 0 0 1.12" 11 3.75" 1.88" 1.06" 11.12" 6.00" 0 PLYWOOD AND STUCCO FINISH V2 3.00" 3.00" 3.00" 1.00" 5/8" MAX. ANGLE DETAIL. USING CRETE -FLEX ANCHOR SCALE : 3"= 1'- 0" PLYWOOD AND __/ ]] STUCCO FINISH 5/8" MAX. SEE TABLE 2 3'1/2" 0 S.S. LAG SCREW W/ 1-3/ PENETRATIO•: INTO WOOD PLATE Col 12" O.C. TWO 1/4"0 S.S. LAG SCREW (0I 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2 "x6"P.T. WOOD PLATE (MAX. DESIGN LOAD = 72 PSF) OWALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE: 3" = r - U D 4® 5g ASSEMBLY CA CONNECTION TYPE RErtritsvt..t HrvLnurc SCHEDULE FOR MAX. SPACING L1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 'SEE TABLE 2 O WALL MOUNT SECTION - USING ALUM. TUBE 1' SCALE: 3" = -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EO. ED 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW ® 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4"x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 2 72 PSF) EDGE DIS SEE TABLE GLASS OR DOOR 3/16 "m POP RIVET OR #412 TEK SCREW CO 6" O.C. (TYP.) FOR WOOD PLATE USE 1/4"0 @CEILING /INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 11/2" 10 i z Q a. tn 1/4" MAX. 5/8" MAX. — CA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING --1/4" MAX_ z W a cc a t- (if 1 ZOW I'll 1 N Q X �QO Q W 2 Xv .v) 3/16 "0 POP RIVET % Cal 6" O.C. (TYP.) —1/4" P-1 A X PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No O3 Ezpi Orion Date O • OI too8 By Miami Dad " roduct Control Division V,= Z N w V 1 0 < V ` 0 , <".' y = Z 1J z w r NJ W lA Z u n I N Q ^i CJ a 8 • m • J 'Q F n i4 g ts N �J 0 8 A 2 • g O J VJ. KNEZEVICH PROFESSIONAL E. WEER R License N•..d.. tD9U c 0 b • s- 1.1 le s ca f Al x10710 2 2 2 z 5 co 6 T. m s 0 1- f o.. 10/17/2002) rE�.vA OY 1 ` LICK (d•aig VD( irch•cw•OJ J drawing 110 03 -814 sheet 4 of 7 1- Q b ••• MAXIMUM AVOWABLE SPAN SCHEDULE ACTUAL SPAN (FT - IN) • •6 • . : DESIGN LOAD ••• •IR• .• • •; • • '.' ' T7'PE14 ALt MOUNTING CONDITIO ., �C,E�,P„ V '• •' (FT - IN) TAI F O OR DE DE ANGLE MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3_3/4" MAX. B.O. (FT - IN) TYPE D DETAIL E 9 -3/16 MAX. B.O. (FT - IN) 2 -7/8 3 0.0 13 - 1 12 - 4 13 - 1 12 - 7 2 -7/8 .- 3.8,0 :•• .II -. 1• 31 - 0 13 - 1 11 - 2 • • in : o:o :•. :12 - 13 10 - 12 -5 10- 11 ' 40.0' ' '1t - -'II 9 - 9 10 -• 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 6- 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 B -5 71.2 10 - 3 • 8- 0 8- 0 r 8- 2 75.0 9 -8 7 - 7 -9 -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 7 140.0 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 0 TEK SCREWS OR I- 3/16 "05 ALUM. POP RIVETS (TYP.) x 2 ".x 1/8 LUM. TUBE )63 - ALLOY MIN FASTENER 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) y J O ALT. C OSURE DETAIL SCALE: 3" • 1' -O" FASTENER p0 24" 0.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) `lei._ 1 1maetv2•�sT• u1■ ALT. CLP = RE DETAIL scA • r - o• 1 "x " x1/8" ALUM. ANGLE P . ./nevi.n �Z : . J:�; t s- v� r SCALE: 3" 1' -0" • '• 1110 x 1/2" GALVANIZED Sh1$ ' OR 3/16 "0 ALUM. POP RIVET (la 18" 0.C. • • • • • • 1" x 1" x .055" ; 1" x 2" x .055 "•• 2" x 3" x .055" • 2" x 4" x .0 OR 2" x 5" x .125" AL. ANGLE •• {1 10 x 1/ ' GALVANIZED SMS OR 3/ 0 ALUM. POP RIVET CO 18' 0.C. 1" x .055" ; 1" x 2" x .055 "; x " x.055 "•2 "x 4"x.05 R 2" x 5" x .125" AL. ANGLE -1110 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS RC EACH ANGLE (SEE ANCHOR R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: - EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE 2" x 2" x .125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (al 24" 0.C. EXISTING STRUCTURE HALF OF B® USE MALE OR FEMALE AS REQUIRED @)ALT. CORNER CLOSURE DETAIL vg,/ SCALE: r • 1' -0" • NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT. HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABI.F. SPANS. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) Z z a Q a n. o N -,:c - J 1- JW N XO Q X Et ' w to E w In 1/4" MAX. 1 -1/6" n; EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (al 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE OALTE RNATE FLOOR MOUNT DETAIL SCALE 3" • 1' -0" PRODUCT REVISED as complying will) the Florida 13uiding Code Acccptence No o3 - o 7 Expiration Date 0 ;1V By 1 :'M Miami Dad , 'roducl Control Division 01 08 vs 0 M u 2 N 1- 4 _ v 0 4 X v W N 2 0 0 8 VJ. KII4EZEVICH t•ROFESSTOHAL E)�GGINEER R Licerc. ,4 .?G D0109t13 0 ■ m 0 0 0 0 (eete 10/17/2002) f • c.le AS NOTED' E••Ian by v Jx ( orwn-0y t MCR fcn.ch.o byl Vitt J Or•vinp no: . 03 -814 sheet 5 of 7 ) Print Information: MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR ' EQUAL TO 0 ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS - •FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 2 -7/8 1-1t2 2 -7/8 1 -5/8 0 m 2 -7/8 1 -5/8 3 2 -1/8 3 - 3/4 2 - 3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5 /8 11 - 0 3 2 - 1/4 12 - 11 . 3 -3/4 3 50.0 2 -7/8 1-1/2 2 -7/8 1 - 5/8 0 0 2 - 7/8 1 - 3/4 3 2 -1/2 3-3/1. - 3 60.0 2 -7/8 1 -1/2 2 -7/8 1 - 5/8 0 m 2 -7/8 1 -3/1. 3 1 -3/4 3 -3/4 3 70.0 2 -7/8 1 - 1/2 2-7/8 1-5/8 0 OD 2 - 7/8 1 -7/8 3 • 2 -1/4 3 2 -5/8 80.0 2 -7/8 1 - 1/2 2 -7/8 1 -3/4 0 0 2-7/B 1-7/8 3 -1/8 3 -1/8 4 4. 90.0 5 - 0 ' 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 o - v 2-7,';', 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 - 3/4 100.0 8 - 0 2 -7/8 2 . 9 - 0 3 2 -3/4 10 - 3 • 3 3 0 TEK SCREWS OR I- 3/16 "05 ALUM. POP RIVETS (TYP.) x 2 ".x 1/8 LUM. TUBE )63 - ALLOY MIN FASTENER 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) y J O ALT. C OSURE DETAIL SCALE: 3" • 1' -O" FASTENER p0 24" 0.C. (USE ANY ANCHOR I ANCHOR SCHEDULE) `lei._ 1 1maetv2•�sT• u1■ ALT. CLP = RE DETAIL scA • r - o• 1 "x " x1/8" ALUM. ANGLE P . ./nevi.n �Z : . J:�; t s- v� r SCALE: 3" 1' -0" • '• 1110 x 1/2" GALVANIZED Sh1$ ' OR 3/16 "0 ALUM. POP RIVET (la 18" 0.C. • • • • • • 1" x 1" x .055" ; 1" x 2" x .055 "•• 2" x 3" x .055" • 2" x 4" x .0 OR 2" x 5" x .125" AL. ANGLE •• {1 10 x 1/ ' GALVANIZED SMS OR 3/ 0 ALUM. POP RIVET CO 18' 0.C. 1" x .055" ; 1" x 2" x .055 "; x " x.055 "•2 "x 4"x.05 R 2" x 5" x .125" AL. ANGLE -1110 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS RC EACH ANGLE (SEE ANCHOR R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: - EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE 2" x 2" x .125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS (al 24" 0.C. EXISTING STRUCTURE HALF OF B® USE MALE OR FEMALE AS REQUIRED @)ALT. CORNER CLOSURE DETAIL vg,/ SCALE: r • 1' -0" • NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT. HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABI.F. SPANS. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) Z z a Q a n. o N -,:c - J 1- JW N XO Q X Et ' w to E w In 1/4" MAX. 1 -1/6" n; EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (al 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE OALTE RNATE FLOOR MOUNT DETAIL SCALE 3" • 1' -0" PRODUCT REVISED as complying will) the Florida 13uiding Code Acccptence No o3 - o 7 Expiration Date 0 ;1V By 1 :'M Miami Dad , 'roducl Control Division 01 08 vs 0 M u 2 N 1- 4 _ v 0 4 X v W N 2 0 0 8 VJ. KII4EZEVICH t•ROFESSTOHAL E)�GGINEER R Licerc. ,4 .?G D0109t13 0 ■ m 0 0 0 0 (eete 10/17/2002) f • c.le AS NOTED' E••Ian by v Jx ( orwn-0y t MCR fcn.ch.o byl Vitt J Or•vinp no: . 03 -814 sheet 5 of 7 ) Print Information: • • • • • • • • r .. ANCHOR SCHEDULE • • fASTENHt4AAi(Ih3UY1 SPAIINd(INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) P.S.F. MAX. 4 SPANS Uric • 5'-e': •• : (SEE NOTt.1 •„ • SPAM15 •TO •• . • • 1•...0 • • • I • (Stt/4011•I) i *SPAN'S UP TO *SPAN'S • • • • S' -0" • • • • (9E,■OTE 1) SPANS UP TO 1j' -1. (SEE NOTE 1) SPANS UP TO ' 5' -8" (SEE NOTE 1) SPANS UP TO 8' -O" (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C1 C2 TYPE NOTE 3) C3 C4 C CONNECTION .C1: SEE NOTE C.Z•.0 t TYPE 3 ti. rs' CONNECTION CeeZ (SEE NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYP 3 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONCRETE i 12 45.0 12 12 12 12 • 3 __. ;2; 1'� r A• s. • •5 12 5 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 3 12 5 4 12 9 6 12 12 12 a • t • 11 9 10 6 3 8 3 / 4 % 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 1/4 "0 ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) 7 3.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 j 8 3 4 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 5 5 3 8 3 4 8 3 �/ 4 /' 8 3/' 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 . 3 9 3 3 5 3 170.0 8 3 // 4 1 8 3,/ 4 j 8 3� 4 8 3 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 n 1/4 "0 POWERS W/ 7/8" a 1/4 - 20 STEEL MACHINE (MIN. 3,000 -IN SCREW 4 5.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 , CALK EMBEDMENT STAINLESS P.S.I. CONCRETE) '57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12. 9 9 5 4 12 6 6 5 3 12 5. 4 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 6 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 1 12 6 6 7 5 4 5.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 '4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 Q Q ) 57.0 12 12 12 8 5. 10 10 10 5 3 9 7 8 5 3 6 J / 3 / 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 4 �j 114"0 NAIL - IN MIN. (MIN. 3,000 POWERS 2AMAC W/ 1 - 1/8" EMBEDMENT P.S.I. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 1 6 3 12 12 12 7 4 9 5 5 5 3 8 3 3 4 7 4 /// 105.0 8 4 4 4 / 6 3 6 � / 3 6 3 / 9 5 4 5 3 7 / 4 " 7 4 7 4 1 170.0 6// 3 / 6 3 y 6 3 6 P j 3 7 / 4 / 7 / 4 7 4 7 / 4 * .i:,:,:.+.:,,:,,,,:,+., * I g "' " " " " " : 1/4 "m ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT IL 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3,300 P.S.I. CONCRETE) 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 9 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 B 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 .6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 • 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 .12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 il�nnnumwmmnei> 9 NMEmnumlmununnu: 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 1212 ' 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7. 12 6 5 7 4 1/4" ELCO TEXTRON HE X 7 APC ON/ HEX HEAD TAPCON W/ 1 - 3/4" EMBED (MIN. 3,320 PSI. CONCRETE) 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 17 0.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 1 12 6 5 7 4 12 6 5 7 4 112 6 5 7 4 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 1/4 WELCO 3/4" - MIN. EMBEDMENT (MIN, 3,350 PS.1. CONCRETE) 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 12 8 8 7 4 12 4 4 6 3 12 4 4 6 6 3 3 12 12 4 4 4 6 4 6 3 3 12 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 F 105.0 1 17 0.0 1 12 4 4 6 3 1 12 4 4 6 3 1 12 4 4 6 5 17 4 112 6 5 7 4 12 6 5 7 1 4 1 12 6 5 7 1 4' ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 1 EXIST. STRUC. ANCHOR TYPE LOAD IW) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOT! 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13'-i (SEE NOTE 1) CONNECTION . C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 QOOM 1 11111111111111\111111111111u. 1 - LAG w/ 1 " MIN. THREAD IN. PENETRATI SHEAR PARALLEL OR PERP ' TO W00D GRAIN 45.0 12 12 12 9 7 12 12 6 5 12 12 12 5 4 12 9 9 3 3 5 7.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 0 Z f 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3/7 12 5 4 3 105.0 12 9 8 3 3 12 5 4 3 /' 12 5 4 3 / / 12 5 4 3 170.0 12 5 4 3 2' 12 5 4 3 /` 12 5 4 3/ 12 5 4 3 / 0 0 0 0 0 r, O O 0 v 0 0 u T. • • ••• • • • •. SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying With the Florida Belding Code Acceptance No O - 0 7.o/ Expiration Date 0 =ACT 2009 M imi Da Division roduct Control 11 Z UJ V I- 0 Q 0 r t 0 • N N u e: Q = z V w � w Z z 00 A 5 vs c 0 eximanamimmimini Vi. KNEZEVICH PROFESSTCOAL E NEER Ft-License I.K _ 09.3 A (dse. 10/17/20021 1C MO A$ NOTED V U D W . to sp0,0 c -mm c mmin f9 • . v a al Cr) r Ou11n 3� Z E J X - Q W 200 [ drown - by I NCR design by cMcwod O VJK Jt . YJK . d►owing no. 03 -814 • sheet 6 of 7 ) :•.': : :: :•.7RNCHOR SCHEDULE • • • .... • • • FASTjNER 6Apvat1LQ•i3P.:(CING:(I11(MES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) P.S.F. MAX. SPANS UP TO • 5' -8" : (SEE NOTE 1) : Sei,NS Up TP :. .s•-C, :. :(SZE NO* 1). : SPINS t TO • : 2'4; (SEC, NOTE 1) SPANS UP TO 13' - 1,. (SEE NOTE 1) SPANS UP TO 5 -8.. (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9•-O" (SEE NOTE 1) SPANS UP TO 13' -1 (SEE NOTE 1) EE NOTE 1) CONNECTION (SEE Ci C2 NOTE C3 TYPE 3) C4 C5 CONNECTIaN et TY01 SEE NOTE 3) c4t3'I COMIC (SEE c'f TIC& N 2 cs TYPE c,. cs CONNECTION C1 (SEE C2 N c3 TYPa 1) C4 C5 coNNECTiON (SEE C1 C2 N C3 TYPE 3) C1. C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4105 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 HOLLOW CONCRETE BLOCK 1.5.0 Ic 12 12 f-1 -141 4 3 Ad 1 9 I r a ' CNC m �p�r J 8 'A � s/1 , v 3 ' FA A 5 4 4 ' 3 '��N�� 3 3 �WA , 12 12 12 Im1,0I 611 ( - I J I 10 10 10 -IJImI 3 ' ' 9 7 5 9 5 :era 9 6 1 -1_ ±1 3 ' re 6 5 5 3 011' r�� 3 3 3 3 ' • r OJ 11 11 11 8 8 8 1 MIN. EMBEDMENT 73.0 7 7 7 8 B 8 6 3 3 105.0 5 �' 4 "" 4 ;e "d 4 t iri r � M ,��/�' 5 �� 3 5 " 3 ' 170.0 4 / /�' 4 "." 4 "" 4 .'%trei r rAIWACIE�.'�' 5 S' 3 a 5 E' 3 g. * J 1/4 "m POWERS w/ 7/e" STEEL MACHI -IN SCREW 4 5.0 12 12 12 7 5 11 11 11 5 10 4 7 8 S 57.0 12 12 12 6 4 9 9 9 4 8 pp 3 5 / 12 12 12 9 S 11 11 11 6 4 10 8 9 S 7 4 73.0 10 10 10 4 3 7 4 3 3/ 6 3 a S �i id ' I / 12 12 12 7 4 9 5 4 5 3 8 3 3 4 A 7 /' 4 CALK EMBEDMENT E 105.0 7 3 3 3 ' ► 5 r "" 5 r " � 5 � 8 4 4 �r 7 way 4 ' 7 " 4'c ► 170.0 5 ///' 5 "" 5'�" 5 "E' "���'�' 7 !An 4 ' 7 S' 4 ' 45.0 12 12. 12 9 7 6 4 8 6 8 6 8 S 3 4 ' 7 6 7 7 S 4 3' "' 5 4 4 4 Na " "" " %d' ' "® 12 12 12 9 5 9 9 96 3 88 8 5 3 6 3 3 3 ' . �{ 57.0 9 9 10 10 10 7 4 7 7 7 5 6 5 6 4' 3' 3 a 4 4 4 E' Gm ". 3 ' 3' O a j 1/4"/) POWERS C NAIL - N 1 -1 /6•' MIN. EMBEDMENT 73.0 7 7 7 4 1 5 4'V" 3 9 3 4 4 A ffo"' 8 8 8 5 3 6 3 r'dElle 3 4 ' 5 4 r ay " 105.0 5 / 3 ' 170.0 4 AM PI 4'c "' 4 BM"Ell"drei'�'/ e a J 1 1 3 ' 4 "©' 4 " 3 PI * I- <l ELC ,O 1 /4 ""m EL MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT 8. 1/4-20 MACHINE SCREW WITH H NUT 45.0 57.0 12 12 12 12 12 12 9 7 5 4 12 10 12 10 12 6 4 10 5 11 9 11 11 7 8 5 4 3 8 6 4 3' 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 rd 12 12 12 8 5 10 10 10 5 3 9 7 6 5 3 6 H 73.0 11 11 11 5 3 ' 8 6 6 4 offs 4 3 4 3' "� 3 OA 7 6 '�' 6 3 3 ♦ " 3 3' 3' 4 6 6 'rd 6 i I 12 Er' r ;c 12 12 6 4 • 8 4 4 4 7 3 3 4 6 3 105.0 8 4 4 3' 8 6 4 4 4 3 6 6 .11/1' /AE// 6 6 rem, M' 12 12 3 ' 3' 8 4 6 6 8 " "E' 4 4 3 5 is 3 170.0 6 A mps ��> 45.0 12 12 12 10 5 11 11 7 4 10 10 10 6 3 7 3 4 0: 12 12 12 12 7 12 12 12 9 5 12 57.0 12 12 12 8 4 3 9 4 9 5 3 3 4" I 3 ; 8 6 7 r � 5 3 ' 3' al 5 S.'�� 5 'e '� ' 3 ' PR, 12 12 12 12 12 10 5 11 8 7 11 5 11 4 AN' 7 5 4 3 10 7 7 8 3 V' 9 3 6 4' 4 ' 3 7 7 " 7 " ;' 4 4 4 r PM 73.0 10 7 10 3 10 3 6 4 '�i" 12 7 4 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ W/ HEAD " EMBED 105.0 8 4 4 5 3 170.0 5 /�' 5 " 3 ' 5 " 3' 5 '.// 3 'MACIP" 7 //it 7 r4 MC I I' 7 " 4 5 4 5.0 12 12 12 10 5 11 11 11 7 10 I r 6 7 4 % 12 12 12 12 7 12 12 12 9 5 12 12 12 8 7 1/4"m ELCO CRETE FCE�( W/ 1 -1/4" MIN. EMBEDMENT 73.0 10 10 10 o 3 r 7 5 4 3 4 �� 3 6 5 Y 5 � r r 7 /1 3' r 5 �/r I� 5 m• mjm 4 / 3 3 sr, � /'/ 3 I�� /X A 12 12 Y /v I /�t/1 12 L. ^ 5 4 4 8 3 7 r// 4( 7 5 / V/I 4 /A S 4 4 3 r�I 1/ r1 7 7 7 3 ,or I / Y/I 3 4 4/ , 7 OA ri 4 '/� ► 105.0 7 33 4 (170.01 5 � / / C /V/I 3 Y/I ] 5(/ �// // 3 '' / mot 4 ' V/1 7 I/ / Vl1 4 t"/I ( suoislna4 ) 01111111 SANINNO) ALN110) M(n w•1111n'• p AR 1111 D. 11 03082202458D) LO /10 /St � Isp •• 1111 1111 0•- III-- - -- ri osii-1)I 4(.r. 10/17/2002) 'cm. ) NCR AS NO NCR design by 11 llcn.ck.e e)j v.nc viic 'Cr.vin9 no. 03 -814 sheet 7 of 7 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER. ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY. EXISTING ERIFY FASTENERS ERS 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. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS iN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION® ANCHOR SPACING SHALL NOT EXCEED B -1/2" O.C. 12. FOR BUILD - OUT MOUNT SECTION®ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Florida . !inkling Code Acceptance No O Expiration Date O By M' Yoi D:•' 'roduct Cootrol Dirisioa • VJ. KNEZEV1CH PROFESSIONAL INFER 16 Lices. 10311 H ,, 2 2003 Print Information: