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314 NE 94 St (5)Lot Block y ,! ° / r rt l 11 6O _7___ /Owner's j Name_ c7 49Fq I`6 •/) General Contractor Lic.No. Zone Req.CueFt. 6 a Plat Restriction Checked by To Planning Board Bldg. Permit Noo Type New Construction 17 Plumbing Permit No. Septic Tank Sewer Misc 'l New Cons t . Building Inspection Foundation Beams & Lintels Final Final Clean -Up Plumbing Inspection Roughing Fixtures Sower Septic Tank Solar Heater Final Certificate Electrical Inspection Da Roughing /' Fixtures Final Temp. O.K. Service O.K. to Power Co. Cu.Cont. /1-/V 0 Approved Re- Submitted to P.B. Approved Plans & Spec. Checked by C, To Council Electrical Permit No. . Date Fixtures Heater Motors Misc?l New Construction Date Da e oG Approved Rejected Date Stories Alterations Alteration PP Pr PP Alteration 11/4/ /V, S bdivision No. Street , Lic.No. Add. or Phone u 1/ , //X SOW W' Ad . or Phone Date PP u 11 Rejected Rejected Fee / "- Cost 10 o Repairs Fee n 11 PP Re •airs Fee 11 ft It rr Repairs By r, By Re-insp By Re -Insp By r By , Re- nsp By Re -Insp By , / Re -insp By Re -Insp By Cert.Occup.Issued • Ite 0 o Vo ��%,����/ r nn l ( -/7 DDS 0 ac • Lti CITY PLUMBING COMPANY, ESTIMATE DATE CONTRACTOR OWNER ADDRESS LOCATION OF JOB LEGAL MAIL TO DESCRIPTION L B SUB JA FRANK L. SENNARDO. PE 'PE0046549 en J LL z 0 0 1- Q Y U 0 U z W z z J LL 3 z CT W W z Z ILI z 1 1 z z Q u_ LL Q E W m LL 4 1 Q 0_ RE VISIONS DESCRIPTION! DATE C0.1NtT C' ENTS V7/ ©3 SCALE 3' ' DRAWN 5Y. CL Z HEG��cY. FLB . /8 /m_ DWG •: 02- 868 -III S1 -VE=T OF d PRODUCT MARKNG !LOCATION OPTIONAL) a - --1 1312' 1-- ROLL BACK I i - 2 0 x 3 5.5. STUD LM81'- O STORM 0.150' MM L1 T __- c 0.125'j 1.500' TYP. MAX O STUDDED ANGLE J 1225' 22ga: t =0.029' 1315' O � GALVANIZED 1 - 1.181' --I GENERAL NOTES: \I 1312 1 / I-- 18 1' - 12500' PANEL COVERL< 14.438' PANEL LENGTH PANEL 0.125' TYP. 1.00• MIN. 5.000' MAX. ® BUILDOUT /CLOSURE ANGLE I. TI-115 SHUTTER SY5TEM HAS BEEN DESIGNED AND TESTED A5 A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH T1-E FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 33.3% INCREASE IN ALLOWABLE STRESS PAS BEEN U5ED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE WHEN dSCE 1 -98 15 USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR Kd =0.85 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED I- 4EREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO S5 USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER 5HALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL SE 2290 STEEL (GALVANIZED THICKNESS t/0.029' MIN) CONFORMING TO A5TM A653, STRUCTURAL QUALITY, GRADE 80. G GALV. COATING WITH A MIN. F =52.0 KSI. ALL EXTRUSIONS SHALL BE 6063 - ALUMINUM ALLOY, UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH, A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC OPA -LOCK& FLORIDA MIAMi -DADE COUNTY PROD. CONTROL APP'' VFW • • 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED T 2 THE MAXIMUM SPANS AND LOADS SHOWN ON THESE • • DRAWINGS. REFERENCE CONSTRUCTION TESTING • • • • • CORPORATION (CTC), OF MIAMI, FL, TEST REPORT No. 07 -041 10 TOP 1 BOTTOM DETAILS SHOWN MAY 55 INTERCIJANGED AS FIELD CONDITIONS DICTATE. P4N S•"T4Y BE MOUNTED HORIZONTALLY WHERE APPLICABLE 0EXCEp FOR MOUNTING CONDITIONS INCLUDING '11' OR 'U' H EED S® •• • 11. ALL BOLTS 1 WASHERS 5HALL SE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 <51. • 0 • • o 0 o•• 0 - 1181' -i PRODUCT MARKING (LOCATION OPTIONAL) 0 ••.' ROLL BACK --{ 1312' 0 o ® 1.00' 100' MIN. 5.000' MAX. (DJ-PAN CLOSURE 2.043' - 1.00'- It- -1815' 0.053 I 0.015' 0.015' 0.063 .0.063*- 1-- 1 -I 13 TOP 'H' TRACK ' -3 SS. SIDEWALK OR MACHINE BOLT C- WASHERED WINNUT o 24' O.C. TYP. 18 GA. GALV. STEEL SENT PLATE (0.0418' M. THK) OR 2'.2'x.125' 6063 -T6 ALUM. ANGLE • • GUILD -OST ' l •• � 1 • 1 • ALUM. ANC-LE ® OR J -PAN CLOSURE • • PIECE ® (SEE DETAILS ABOVE) . LEG DIRECTION MAY BE REVERSED ° • ' • D1YT.�NC� • • EXISTING •r•QNC iE. •HOL L QW �LOCK•CR O 0 Q • o 0 ® RNG 0.0 0 0 0 0 0.0 O 0 0 0 O 000 • 0 O 0 0 0 0 • Vied TYP l t = 0.0516' r GALv STEEL, GRADE 50) CORNER CLOSURE DETAIL ^STENER !S• O.C. FOR DESIGN LOADS LESS THAN OR EQJAL TO Lh�sr (SEE ANCHOR SCHEDULE FOR • • • • * ACCEPTABLE ANC -:OR) FOR o • • • DESIGN LOADS GREATER 7::.4N O 0 0 51psf. USE ALUM ANGLE CLOSURE 1 0 0 pit/LE ONLY WITH ANCHORS e IO' OC 0 • 0 0.0 0 T 9 0.062'- h O 0 0 I- 2.062 0.062' L 1.181' 4, HEADER 0063' - s - 4' MAX. ©ism• I-- r I 0.050' 0.055' J ; 0750' 0.865' Ifl WASHERED WINGNUT (ZAI-IAC 3 ALLOY) - 2.061' - E1 0 35 l 1- 1.00' - ....1..._0.093' ()BOTTOM 'H' TRACK / - ANGLE MAY VARY EXISTING WINDOW OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EOJAL TO I5 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.1.3) \o m 0.062' L � TYP L0.093' t BUILD -GUT MOUNT CLOSURE DETAIL N-E -0.063' f - 2.000'1 � y 1L 1 L0.500. 1181' O 'U' HEADER 0.125' 1 0 AX MAY. 2 `_ MIN 5313' 3. 49' 0.06 3'- 1 0315' x;315' � 009' O; I 5 5 TOP 'U' TRACK O 0 BUILD - O!T 'F' TRACK I - 1. 000' / - R0.158' �! R0301 I.000' 0.015' MIN. II KEG "HOLE WASHER GALv STEEL GRADE 50 /USE 15 OPTIONAL. REOURED ONLY FOR USE t•TU TRUSS UE AD ANCHORS CALK -N) 0.06 3'- EXIST. CONC, HOLLOW BLOCK OR WOOD FRAMING. - 7 r 3315' MAX. - L � m TYP 0320') 0.430 [ 02;93' T f / EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING D WALL MOUNT CLOSURE DETAIL N.T.5. / OR \ \ MIN LAP F ASTENER 9 IS' O.C. FOR DESIGN LOADS • LESS THAN OR EQUAL TO Elcsf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THGN Elpsf, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS e 10' 00 4.000' [ 0.125' 0.125' 0.388' - -I 0.191' 0 150' 0.063' TYP HEADER END CAP 2 I150' DEEP TYPICAL 0.063' -1 f 0.093' -4 5313 - 1531.1. 0.093' - 0.215' r 0.452' [ 0.655' 7 7 - 1 - I I 0.095' TYP. F' TRACK O 0.500' 1.000' ' J 16 BOTTOM 'U' TRACK • EMBED TRAP MOUNT CLOSURE DETAIL F N T.5 BOTTOM MOUNT (CONN TYPE AS REO'D) GLUM. ANGLE (2_) OR J -FAN CLOSURE PIECE 90 (SEE DETAILS ABOVE) LEG DIRECTION MAY 55 REVERSED. WDTU UNLII'TI TED (PERP TO PANEL SPAN) TOP I.10JNT (CONK TYPE AS R O TYPICAL MOUNT ELEVATION NT TOP MOUNT (CONN TYPE A5 2C'D2 BOTTOM NOWT CONN TYPE A5 REO'D) B O TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION NTH 075' MAX E X15T INC CONCRETE. HOLLOW BLOCK OR u✓oc FRAMING TYP. SECTIONS LAST PANEL BEFORE OBSTRUCTION TYPICAL PANEL OVERLAP 'MAX C.-GP 1 OPTIONAL - 20 STITCu BOLTS WITH WASUEERED WINGNUTS FASTENED 0 OVERLAPS a MIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW MAY SE AT TOP BOTTO1 PANEL ABOVE 0S5TRICTION • BOTTO MOUNT (CONN TYPE AS R'O'D / O TOP MOUNT (CONN TYPE AS ), C'D) PANEL BELOW OBSTRUCTION `TYP. PANEL OVERLAP OPTIONAL % STITCH BOLTS WITH WASHERED WINGNUTS FASTENED • OVERLAPS o MIDSPAN (USE APPROPRIATE SPAN TABLE Approved as complying with tic Florida But / Jag C do Dale of 2' 2 -003 Miami I1ide Product Castro: Dhisio R0/317' 0.315' MIN _ EDGE D15T Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 10' -7" 10' -7" 2.75" 1.22" 30 - 'op zo 2.75" 1.94" 39 9' - 9" 3.00" 3.00" 9' -8" 9' -8" 2.75" 1.25" 35 Co Eo 2.75" 2.10" 50 8'- 10" 3.00" 3.00" 8' - 5" 8' - 11 " 2.75" 1.29" 40 ao 2.75" 2.26" 65 7' - 9" 3.00" 3.00" 7' - 6" ' 0 00 ' TI - i.0 ZO a) i 2.75" 1.32" 45 2.75" 2.41" 7' -2" 2.92" 2.92" 50 6' - 0" 2.75" 1.36" 100 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 4' - 6" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load IN (psf) No Stitch Bolts LmAx (ft) _ Stitch Bolts At Midspan LMAx (ft) 25 10' -7" 10' -7" 30 10'- 5" 10'- 5" 35 10' - 0" 10' - 0" 39 9' - 9" 9' - 9" 40 9' -8" 9' -8" 45 9' - 4" 9' - 5" 49 8'- 11" 9'- 3" 50 8'- 10" 9'- 2" 55 8' - 5" 8' - 11 " 58 8' - 2" 8' - 10" 60 8' - 1" 8' - 9" 65 7' - 9" 8' - 3" 70 7' - 6" 7' - 8" 72 7' -4" 7' - 6" 75 7' -2" 7' -2" 80 6' -9" 6' -9" 90 6' - 0" 6' - 0" 100 5' -4" 5' -4" 110 4' - 10" 4' - 10" 120 4' - 6" 4' - 6" 130 4' -1" 4' -1" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE 13 BASED ON TYPE OF STRUCTURE) EMBED • REQ'D SEPARATION FROM GLASS (REF. T ABLE 12) EXISTING GLAZING w • 0 w CI CONNECTION TYP= ANCHORS TO BE AT 12.5' OR 6.75• QG. (REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY EDGE] 0151. EXISTING GLAZING '14 TEK SCREW OR '4 -20 MACHINE SCREW 4 NUT a 16' O.0 (TTP ALL SIM. CONNECTIONS C3 CONNECTION TYPE REFERENCE 6NCNOR SCHEDULE T3 FOR MAX. SPACING SHORT LEG MAY BE REVERSED TOWARDS THE OPENING 0.500' EC EC 0 m REQ'D SEPARATION FROM GL A55 (REF. TABLE T2) 0 C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING O BUILD -OUT MOUNT SECTION NTS 0 0 [025' EXISTING CONCRETE, ( ,,L. HOLLOW BLOCK c ,€ED OR WOOD Y � j FRAMING. SEE ANCHOR SGHED BASED ON TYPE / OF STRJCTURE _// TRACK /DIRECT MOUNT SECTION ••• . • • I NTS • • • • • W W J -1 m W • w F J w w = U N X Z ; Q J 0 U) 1/4 -20 X ;• 5.5. MACH NE SCREW e 125 O.G. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. J w W < m W F _ J 0 w� w = 'n Z • �Q • • • • J VD 41 • • -20 '% S : 14.tit E i F#u • I2. G.C. • "-C G C'7N 7 • T7g= • m RE�-= GHOR• 0 5C4EDUL E 13 FOR MAX SF AC INC: • 0 • • ••• STUD ANGLE DIRECTION HAY BE REVERSED. AS 54-101N OFTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) 0 • 0 0 • 0 0 • • m•• • • • • • • • e • • • • • • • • • • 0 000 0 0 0 • •1 • • • • • • • • 0 e 0 0 0 0 C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING C2 CONNECTION TYPE i REFERENCE ANCOR SCHEDULE 13 FOR MAX SPACING H EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING, SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE Ex15T ING GLAZING EMBED 0� w REQD SEPARATION FROM GLA55 (REF. TABLE T2) REO'D GLASS SEPAR D15T. (SEE TABLE 12 FOR mint, EXISTING GLAZING EMBED. EMBED. O WALL MOUNT SECTION N7S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. '.3 -20 x 5 °. -- T - �y -- MACHINE SCREWS 6 12.5' C.C 025' 0 LEG DIR. MAY BE Rc VERSED E`I57E.^� CEILINGrLOOR MOUNT SECTION N EXISTING CONCRETE. HOLLOW BLOCK OR 11.100D FRAMING. SEE ANCHOR 5C1-1_D.BASED ON TYPE OF STRUCTURE. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING r 0,500• 0.250' AX J w w J < 0 < < W� L (Y_ w U J 4- 414 w N Z Ea 0. 25' - <1) MA X. 0.25' w W J < 0w F- N � ww N = Z v J o- N -20 X '4. • S.S. MACI -iNE SCREW W/ WINGNUT e12S' CC C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING • j CA CONNECTIGN TYPE REFERENCE ANCHOR SCHEDULE 73 FOR MAx SPAC ING MAXIMUM ALLOWABLE SPAN SCHEDULE SPAN SCHEDULE NOTES: I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOLUA5LE STORM PANEL SPAN, SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIvE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXISTING WOOD TRUSSES e 74' O.G. MAX. EXISTING GLAZING REQ'D SE ARAT ION FROM CL A55 (REF. TABLE T2) K TRUSS MOUNT SECTION O NTS Ex15TING CONCRETE HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR 5CHED BASED ON TYPE O STRUCTURE \ ` EX.ISTING GLAZING O OFFSET WALL MOUNT SECTION NT5 MINIMUM SEPARATION T2 TABLE T2 NOTES: 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWASLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE I5 REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOL ATION 5ETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3) EMBED LAC- SCREWS e EACH TRJ55 (24' C.C. MAX) -4 x'�,'x0. ✓ »l8' M!N STEEL TUBE U' HEADER TO ROLLED STEEL TUBE W CENTER LAG (45 DESCRIBED ABOVE) TRUSSES 4 • 14 SP TO PLATE e 4' 00. BETWEEN TRUSSES ��Lmox 8' -0' (MAX SPAN) MAX DESIGN LOAD = ft4Q psi ALUM OR GAL V STEEL SFACER, AS REQ'D. EXTERIOR WALL FINIS. -. PROTRUDING FROM MOUNT SJRF ACE 01 CONNECTION TYPE ANCHORS 10 BE AT 12,5' OR 6.:5 O.C. (REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY 200 FRANK L. BEN ° F •PE0046549 0 1- 4 0 0 z W W Z Z W 3 3 w w U Vl t� W W c c w > ccA w Z N Q S LL 4 (L T rIf Il V Q 10 l, U . ) VJ / w • �t (L cS) O 1- O LL REVISIONS DESC CATS COUNTY CO't-1ENTS I/7,/6) SCALE. DRAWN BY: CL ZucC Ev �Y: FLS I J 1/I8/0- DUG 02-8 -111 SHEET : 2 OF 4 EXISTING GLAZING PENETRATION OR EMBED. � W EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) E EXISTING GLAZING M WALL MOUNT SECTION WALL nowt TRACKS. N.T.5. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE- 136 S' 1365' C8 CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX. SPACING REG'D GLASS SEP DST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0.500• 0.500' C6 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING. LEG MAY BE BENT TO 3Odee MAX 6 X � } C1 CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX.. SPACING 1.365' O HEADER /SILL MCUNT SECTION TRAP NO2 ,.T TRACKS ON A' 'ZLE. N T5 o• •• •• • • • o ••• • • • • • • • • • •• •• • • • • •• W W Z a. E cy J O B Z Q w � • •• • -LEG MAT 6E BENT TO 3Odee MAX. e O o • • • • • • • •• • • • o • • 000 • • • • • • • • • • 0 0 • • • • ••• • • • • • • •• • • • EXISTING • • • CONCRETE. • • HOLLOW BLOCK • • • • • OR WOOD FRAMING:. SEE ANCHOR SCHED. BASED ON TYPE / c • OF STRUCTURE 7EMBED. • • • • 1� \ • - / • • • • •• • • I • • •o• • • • • • • • I. • •• •• • • • • RECD GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) Ex15T ING GLAZING OPTIONAL INTE IOIR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. N CEILING/FLOOR MOUNT SECTION TRAP MOUNT TRACKS. N.T.S. o• • aue V" RE GLA SEP. P. DIST. CXISTING (SEE TABLE T2 GLAZING FOR MINIMUM) ' W N C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. O PENETRATION OR EMBED. } r 0 DIRECT WALL MOUNT SECTION WCT'CT' DIR=Ct WALL np,NT (RE c DETAIL '5'). N T5 CS CONNECTION TYPE /- REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0.500' •100iW'E WE1U \I:11 Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAx. SPACING 1.00' MAX FASTEN EACH FANEL ADJACENT TO LAST PANEL e BOTTOM W/ (2) ELCO °ANELMATES (1) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS HEADER TRACK ISOMETRIC TpP TRACJG NT-5. CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (I) HEADER END CAP s END W/ (2) •14 SMS TO TRACK 0.1815' 1 0 625' II 1 0.815' 0.250' -- OPTIONAL PLASTIC KNOB OPTION A: (3) ELCO PANELMATES AT BOTTOM OF ADJACENT FANEL (FOR LLSE CN WTV 15cE MHT PANELS/ ADJACENT PANEL 'H'- HEADER TYP 12.5• s TOF , PER r DETAIL 'P' SOTTO! DIRECT WALL " s (REF DET AIL 'P') NT ('x030' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS DIRECT WALL MOUNT EXTERIOR ELEVATION OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON- STRUCTURAL, SEE DETAIL TO LEFT) r SILL TRACK ISOMETRIC BOTTOri TRAGIC. NTS. Approved as cro piyiiue veita LLB Florida Bill ii C �e Date P)� f2 2003 NOAAO7.- 112..c•Q Miami Dade Product Control D iYisloai'I // _ 4 -l'1/( LAST PANEL MOUNTED FROM INSIDE OF BLDG TYPICAL OVERLAP ADJACENT PANEL (1) I'x2'xO.O92'x1 ANGLE 6 END W/ (2) 14 Sr TO TRACK TOP 'H' -TRACK OR TOP 'U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) BOTTOM 'H' TRACK OR BOTTOM TRACK (FASTEN TO STRUCTURE PER DETAILS M, N iO TO LEFT) (2) S.S. p� STITCH BOLTS I 6 MAX I W/ WINGNUTS � r TYPICAL / EACH SIDE OF OPTION 5: (2) 1 n' ELCO 0 - } 'I _ 6TYPICAL ' 1 "AX I 0 LAST PANEL PANEL MATES AT 3QiTOM ) OF ADJACENT PANELS OPT A ?'x2• MAX NOTCH IN OPT. 6: (1)'`. - POWERS LAST FANEL AROUND WINGNUT CALK - IN, CLOSEST TO L45T FANEL (NO NOTCH REG'D) FRANK L. BE EOO46549 CaavT ca —eNrs RE VISiONS DWG • 02 - 868 - II SNEET: 4 O- � Jr E E o OO 04 Z w Y Z W �3 W Z 0 Z W J LL 3 3 3 DESCRIPTION. DATE Inb SCALE: 3' _ I ' (U.N.O.) Dr�AWN =Y CL CHECK L- r'rdN I DA I t: li/18 /O? HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 174.00 Vcap (Ib) = 318.00 2.0" EDGE 39 45 55 65 72 12.6" 10.9" 8.9" 7.5" 6.8" 8.2" 7.1" 5.8" 4.9" 4.5" 8.0" 6.9" 5.7" 5.0" 5.0" 5.2" 4.5" 3.7" 3.3" 3.3" 1/4 "x7/8" EMBED 1ST RU( 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 10.67 ft 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 16.0" 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 C1 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED C4 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 16.0" 45 9.7" 6.9" 6.2" 4.4" 16.0" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 16.0" 65 6.7" 4.8" 4.4" 3.2" Vcap (Ib) = 198.50 8.4" 72 6.1" 4.3" 4.4" 3.2" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 2.0" EDGE 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" ' 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" � j j� /'' IA 15.5" 13.4" 11.0" 9.7" 9.7" 1/4"x7/8" EMBED 1ST RU( 39 16.0" 16.0" 12.4" 16.0" ALL- POINTS SOLID -SET 10.67 ft 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHCR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 16.0" 65 10.5" 16.0" 4.4" 15.9" Vcap (Ib) = 249 C1 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -1/4" EMBED C4 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 16.0" 45 16.0" 16.0" 4.8" 12.6" 16.0" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 16.0" 65 6.0" 13.7" - 4 �/ - 9.1" Vcap (Ib) = 233.50 8.4" 72 4.7" 12.4" %r 9.1" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.0" EDGE DISTANCE( " 12.5" 12.5" 12.5" 2.5" EDGE DISTANCE ANCHOR SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RU( ANCHOR LOAD CONN TYPE SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft IST RU1 ANCHOR C7 LOAD CONCRETE CONN TYPE 39 16.0" CONN TYPE 13.6" 9.7" CONN TYPE 45 16.0" 13.2" 11.8" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 CONCRETE 114" x 1 - 3/4' EMBED 72 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON 14.7" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (MIN 3320 PSI CONC) 6.7" 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (Ib) = 483.00 45 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 7.0" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 1/4 "x7/8" EMBED 12.5" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 7.7" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Tcap (Ib) = 428 9.8" 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcap (Ib) = 429 6.25" 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 1/4" x 2" EMBED 4.7" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE .25; 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (Ib) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (Ib) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.0" EDGE DISTANCE( " 12.5" 12.5" 12.5" EXIST. STRUCT. ANCHOR SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RU( ANCHOR LOAD CONN TYPE CONN TYPE 'ELCO 3131nN00 1/4" x 1 - 3/4" EMBED (psf) C7 C8 C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (Ib) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.5" EDGE DIST. 12.5" 12.5" 12.5" EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE SPANS UP TO 8.67 ft CONN TYPE C5 C6 C5 C6 'ELCO 3131nN00 1/4" x 1 - 3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00 72 8.5" 16.0" 4.6" 16.0" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 49 58 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 12.7" 8.7" 15.8" 12.5" 10.5" 12.5" 6.25" 6.25" 15.5" 12.3" 10.4" 7.8" 5.2" 4.0" 9.9" 7.7" 6.5" 12.5" 6.25" 6.25" 12.6" 10.0" 9.7" 5.4" 3.8" 3.6" 7.9" 6.2" 6.0" Tcap (Ib) = 218.00 7.5" 72 12.5" 13.2" 5.9" 8.3" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" Vcap (Ib) = 398.00 16.0" 8.6" 3.8" 130 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 1/4 "x7/8" EMBED 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL POINTS SOLID -SET 6.0" 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" Tcap (Ib)= 358 49 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (Ib) = 249 16.0" 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED 4.1" 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE 10.4" 3.9" % 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 12.5" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 5.2" 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (lb) = 233.50 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" ANCHO . PACING SCHEDULE ANCHOR NOTES: • • • • • • • • •• ••• •• • • • •• 1. SPANS AND LOADS 51-40,LN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 514OWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 7. ENTER ANGNCR SCHEDULE BASED ON THE EXIST!NG STRUCTURE MATERIA A1VC -OR TYPE. SELECT DESIGN G LOAD GREATER THAN CR EQUAL TO NEATivE 1r CAD P51.1i R T SPAN GREATER AN OR EQUAL TO SHUTTER SPAN •• • • • •5 4 � ` TH • • • • • • • • • • • • 3. SELECT CONNECTICN TYPE BASED ON APPF>lOPPPIA•E •'ICSJNTNC CgN! )ITI (VS:MOUNTING DETAILS ON 5NEET5 7 1 3 FOR IDENTIFICATION OF CONNECTiogi • • •• • 4. ANCHORS SHALL EE INSTALLED IN ACCORDANCE WIT- MANUFACTURERS' RECOMMENDATIONS. WI -.ERE EXISTING STRUCTURE IS WOOD FRAMING-. EXISTING CONDITIONS MAY vARY FIELD vERIFY T■=AT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD F ^ _ STENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• ooa o - - - ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT FANELS, WALL MOUNT) 6. LLF -IERE LAG SCREWS FAS:'`._N T;, NARROW FACE OF STUD FRAMING, FASTENER 51 -JALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOCD STUD ( %• EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHHEAD. H N .55 G ALL BE 'SOUTER PINE' G.0 OR GREATER DENSITY. LA SCREW SHALL 1-I4VE PHILLIPS H FAN I-:EAD OR EX DESIGNATES REMOvAELE ANCUCRS, tU. -11C 1 ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS E. MAC' --TINE SCREW'S 51:ALL 'AVE MINIMUM OF '';' ENGAGEMENT OF THREADS IN EASE ANGNCR AND MAT NAVE EITHER A FAN HEAD, TRUSS NERD, OR WAFER HEAD (SIDEWALK BOLT) UNO 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR CTNER WALL FINISH ES 10. 0 DESIGNATES ANCI-1CR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 0 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" _ 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1' 5.1" 5.8" 5.1' 4.1" 3.7" 3.7" Approved as corapte i;,> Florida g Z� � Date Miami Dsde Prvdt Caaccvl Div IQ3 , By FRANK L. BENNARDO. PE. "PE0046549 z 0 1- REvISION5 L 0 0 W W z _ z w J LL 9 3 B 111 Z NI Q D ESCRIP T ION' DAT= Ccw:- co I 1/2 /0 SCALE: N.TS • DP2,U. N BY. CL Z r ED ST . FLE r'r2IN, DA(_ I1 /18/02 GUY. • 02 - 868 - Ili SkIEE I : 4 OF 4 03 0 0 z w w z z w m J $ v IL LL J w 0.75" EDGE DISTANCE QOOM 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 0.75" EDGE DISTANCE 39 45 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 12.4" 8.5" 5.6" 4.4" 4.4" 1/4" x2" THREAD #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 16.0" 14.2" 11.7" 10.3" 10.3" 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" X�/ QOOM Tcap (Ib) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16.0" 6.0" %W o4 12.5" 16.0" 6.0" 7. Vcap (Ib) = 82.97 130 12.5" 16.0" 6.0" %'%' %j;, 12.5" 16.0" 6.0" 12.5" 16.0" 6.0 " #14 x 1 -1/2" THREAD 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2" 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" % %, Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" 3.9" "/ 6.25" 10.4" 3.9" ii ;/, Vcap Ib p ( ) = 96.74 130 6.25" 10.4" 3.9" / / 1/ / � 6.25" 10.4" 3.9" % 6.25" 10.4" 3.9" /i.�- // 7/16" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" 1/4 -20 SCREW 1 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (lb) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 6.25" 10.?: 3$' .5.p" .25; 14).3"..3.8" 5.0" 6.25" 10.3" 3.8" 5.0" ANCHO . PACING SCHEDULE ANCHOR NOTES: • • • • • • • • •• ••• •• • • • •• 1. SPANS AND LOADS 51-40,LN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 514OWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 7. ENTER ANGNCR SCHEDULE BASED ON THE EXIST!NG STRUCTURE MATERIA A1VC -OR TYPE. SELECT DESIGN G LOAD GREATER THAN CR EQUAL TO NEATivE 1r CAD P51.1i R T SPAN GREATER AN OR EQUAL TO SHUTTER SPAN •• • • • •5 4 � ` TH • • • • • • • • • • • • 3. SELECT CONNECTICN TYPE BASED ON APPF>lOPPPIA•E •'ICSJNTNC CgN! )ITI (VS:MOUNTING DETAILS ON 5NEET5 7 1 3 FOR IDENTIFICATION OF CONNECTiogi • • •• • 4. ANCHORS SHALL EE INSTALLED IN ACCORDANCE WIT- MANUFACTURERS' RECOMMENDATIONS. WI -.ERE EXISTING STRUCTURE IS WOOD FRAMING-. EXISTING CONDITIONS MAY vARY FIELD vERIFY T■=AT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD F ^ _ STENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• ooa o - - - ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT FANELS, WALL MOUNT) 6. LLF -IERE LAG SCREWS FAS:'`._N T;, NARROW FACE OF STUD FRAMING, FASTENER 51 -JALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOCD STUD ( %• EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHHEAD. H N .55 G ALL BE 'SOUTER PINE' G.0 OR GREATER DENSITY. LA SCREW SHALL 1-I4VE PHILLIPS H FAN I-:EAD OR EX DESIGNATES REMOvAELE ANCUCRS, tU. -11C 1 ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS E. MAC' --TINE SCREW'S 51:ALL 'AVE MINIMUM OF '';' ENGAGEMENT OF THREADS IN EASE ANGNCR AND MAT NAVE EITHER A FAN HEAD, TRUSS NERD, OR WAFER HEAD (SIDEWALK BOLT) UNO 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR CTNER WALL FINISH ES 10. 0 DESIGNATES ANCI-1CR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 0 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" _ 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1' 5.1" 5.8" 5.1' 4.1" 3.7" 3.7" Approved as corapte i;,> Florida g Z� � Date Miami Dsde Prvdt Caaccvl Div IQ3 , By FRANK L. BENNARDO. PE. "PE0046549 z 0 1- REvISION5 L 0 0 W W z _ z w J LL 9 3 B 111 Z NI Q D ESCRIP T ION' DAT= Ccw:- co I 1/2 /0 SCALE: N.TS • DP2,U. N BY. CL Z r ED ST . FLE r'r2IN, DA(_ I1 /18/02 GUY. • 02 - 868 - Ili SkIEE I : 4 OF 4 03 0 0 z w w z z w m J $ v IL LL J w 0.75" EDGE DISTANCE QOOM 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 16.0" 16.0" 16.0" 16.0" 16.0" 12.4" 8.5" 5.6" 4.4" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 71i/ // //, 16.0" 14.4" 11.8" 10.4" 10.4" 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 * 39 45 55 65 72 16.0" 16.0" 11.7" 6.8" _ 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" ',n/ / 16.0" 14.2" 11.7" 10.3" 10.3" ANCHO . PACING SCHEDULE ANCHOR NOTES: • • • • • • • • •• ••• •• • • • •• 1. SPANS AND LOADS 51-40,LN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 514OWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 7. ENTER ANGNCR SCHEDULE BASED ON THE EXIST!NG STRUCTURE MATERIA A1VC -OR TYPE. SELECT DESIGN G LOAD GREATER THAN CR EQUAL TO NEATivE 1r CAD P51.1i R T SPAN GREATER AN OR EQUAL TO SHUTTER SPAN •• • • • •5 4 � ` TH • • • • • • • • • • • • 3. SELECT CONNECTICN TYPE BASED ON APPF>lOPPPIA•E •'ICSJNTNC CgN! )ITI (VS:MOUNTING DETAILS ON 5NEET5 7 1 3 FOR IDENTIFICATION OF CONNECTiogi • • •• • 4. ANCHORS SHALL EE INSTALLED IN ACCORDANCE WIT- MANUFACTURERS' RECOMMENDATIONS. WI -.ERE EXISTING STRUCTURE IS WOOD FRAMING-. EXISTING CONDITIONS MAY vARY FIELD vERIFY T■=AT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD F ^ _ STENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• ooa o - - - ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT FANELS, WALL MOUNT) 6. LLF -IERE LAG SCREWS FAS:'`._N T;, NARROW FACE OF STUD FRAMING, FASTENER 51 -JALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOCD STUD ( %• EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHHEAD. H N .55 G ALL BE 'SOUTER PINE' G.0 OR GREATER DENSITY. LA SCREW SHALL 1-I4VE PHILLIPS H FAN I-:EAD OR EX DESIGNATES REMOvAELE ANCUCRS, tU. -11C 1 ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS E. MAC' --TINE SCREW'S 51:ALL 'AVE MINIMUM OF '';' ENGAGEMENT OF THREADS IN EASE ANGNCR AND MAT NAVE EITHER A FAN HEAD, TRUSS NERD, OR WAFER HEAD (SIDEWALK BOLT) UNO 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR CTNER WALL FINISH ES 10. 0 DESIGNATES ANCI-1CR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 0 0 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 45 55 65 72 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 45 55 65 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" _ 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1' 5.1" 5.8" 5.1' 4.1" 3.7" 3.7" Approved as corapte i;,> Florida g Z� � Date Miami Dsde Prvdt Caaccvl Div IQ3 , By FRANK L. BENNARDO. PE. "PE0046549 z 0 1- REvISION5 L 0 0 W W z _ z w J LL 9 3 B 111 Z NI Q D ESCRIP T ION' DAT= Ccw:- co I 1/2 /0 SCALE: N.TS • DP2,U. N BY. CL Z r ED ST . FLE r'r2IN, DA(_ I1 /18/02 GUY. • 02 - 868 - Ili SkIEE I : 4 OF 4 03 0 0 z w w z z w m J $ v IL LL J w