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HomeMy WebLinkAboutBuilding Permit Application (2) r r; : -b,� ,I h - K i �'-a ''°'T"�' eI 'ller�s� anat�tsflQrra} corg�nm'noP,r� BCIS Home i Log In !User Registration !gHot Topic i Submit Surcharge Stats ea Facts , Publications I FEC Staff ; BCiS Site Map 4 Links I Search {DriCa Product Approval 410,4 0,4 USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 6l a ri FL# FL12246-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived DI Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com , Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report • ' Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. i✓I Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG Approved for use outside HVHZ:Yes 17-244.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2,3 and 4 Evaluation Reports (basic protection only).Pressure rating: +30,-30 p.s.f.at FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2" 244 PRODUCT EVALUATION REPORT.PDF slip.See sheets 15,16 and 20 for additional pressures and Created by Independent Third Party:Yes spans. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement' Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.°Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can he made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe sccuriRIC GENERAL NOTES: B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE.RECOMMENDATIONS AND SPECIFICATIONS OF THEACHOR'S MANUFACTURER. --- 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON.SHEET.9, 1.NAUTILUS.ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR'COMPLUNCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING.CODE. _3/8'0x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SMUTIER SYSTEM SHALL NOT BE INSTALLED-AT HIGH VELOCITY HURRICANE ZONES (MI MI-DADE -1/4'0x3/4'SOLID-SET MANUFACTURED.BY ALL POINT, INC. /BRCWARO ,COUNTIES), -3/8'0 KWIK BOLT TZ MANUFACTUREDBY MLTI,INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE -5/16'8 TAPCON MANUFACTURED BY I1W BUILDER, INC FOR A BASIC MONO SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUIIEHS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd.0.85.USING.ASCE 7-10 FOR INSTALLATIONS:UNDER 2017 FDC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL SE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SE1LLL NOT EXCEED THE MAXIMUM(ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 TRU 18&20 THIO.26, EDGE DISTANCE AND EMBLTDMENTS ARE BEYOND ANL'FlMSN MATERIAL EMBEDMENT IN ORDER TO VERIFY THE ABOVE•CONDITION, ULTIMATE DESIGN WIND,LOADS DETERMINED'PER'.ASCE'7-10 GROUT FILLED OR SHALL BE MST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 19 THRU 18 Be 20 THRU 26. .3/8 P:i 1/4"CALK-IN 3 3/4" 4 1/2' 11/4'(3000 pot) NOT ALLOWED 2. IN ORDER.TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED. 1/8'0x3/1 BOLT-SET 3' 3 7/B' (3000 pil)ot) NOT ALLOWED A 33X INCREASE.'IN.ALLOWABLE STRESS FOR WIND LOADS CE 'USED IN THEIR ANALYSIS. FASTENERS 5/16 MIK BOLT TZ 9' i' 2 1/2'(3000 peQ NOT ALLOWED SPACINGS TO W000 HAVE BEEN DETERMINED IN A000RCA NCE"WITH N.O.S..2015. 5/16'0 TAPCON XL 3 3/4' 3 1/8' 2 1/4'(2899 psi) NOTA ono NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY A FOR IMPACT AND CYCLIC RESISTANCAMERICAN TET BEEN VERIFIED OUTH IN 10,ANCHORS'REQUIRED'FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON.SHEETS 10, ACCORDANCE WITH SECTION -08 1609.1.2 PER THE ABOVE MENTIONED 9CODE88- AS ANDDERICAN TEA LAR OF SOUTH. 101 11 11A, 12 121 13 h I3A FLORIDA. REPORT.lT030.01-08 AS' ASTM E 1996-05, E.1088-05 E 330 STANDARDS,QUAIJMNG INSTALLATIONS FOR WIND ZONES 1. 2,3& 4, MISSILE TYPE D:AND ONLY APPUCABLE TO BASIC PROTECTION -MK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT,INC. INSTALLATIONS,AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 -HUS-H-SCREW ANCHOR MANUFACTURED BY HILT!,INC. FOR ADDITIONAL LIMITATIONS. WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6083-T6 ALLOY(UNLESS OTHERWISE NOTED). SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS (EXCEPT END RETENTION SCREAM-Q)TO.BE.STAINLESS STEEL 304 OR 316 SERIES WTM 50 ha, EDGE DISTANCE AND EMBEOMENIS ARE.BEYOND ANY FINISH MATERIAL.YIELD.STRENGTH AND: 90 Icl TENSILE STRENGTH ORCORROSIONRESISTANT COATED CARBON STEEL AS.PER DIN EMBEDMENT 0 100% 50018.ALL S.D.S.ARE TEX SCREWS MANUFACTURED BY 11W BUIlDE3L.&SHALL COMPLY W/FLORIDA BUILDING GROUT FILLED OR CODE SECTION.2411.3.3.4, ICHOR SPACING.0 100% EDGE DISTANCE 0 100R CONCRETE CONCRETE BLOCK 3/4'0 KWIK'BOLT'TZ 27' 9' 4 3/4'(3000 Rei) NOT ALLOWED 5. BOLTS TO BE ASTM A-307, GALVANIZED OR AL51 304 OR 316 SERIES STAINLESS STEEL WITH 36 AN MINIMUM 1/2'0 MIK BOLT T2 22 1/2' 7 1/2' 3 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8'0 MIK BOLT.TZ B' 4 3/8" 2'(300.PSI) NOT ALLOWED B. NAUTILUS ROWWE000 NG SHUTTER-SYSTEM BEARS U.S. PATENTS #6,095,225 AND.#7.409,980. 3/8'0 BOLEW 4' S 2'(3000 PSI) NOT ALLOWED 3/8'0 WEDGE4 1/2' 4 1/2' 2 1/2'(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR @ SIDE RAIL SHALT.BE AS FOLLOWS: 1/2'0 IRS-H SB311 01 WE17GE BOLT 6'. 6' 3'(3000 PSI) NOT ALLOWED 5/8'0 95-11 SEWN CR 6ED(£BET 7 1/2' 7 1/2" 2 1/2' 300'PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN.3000 P•®.). COMPRESSIVE STRENGTH. IT.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDER,INC. TO PREVENT WIND/RAIN.INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH,. -3/8'0 MINK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE.PRODUCT IS TO BE ATTACHED TO A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2.1/4'FOR 5/16'0 TAPCON.XL ANCHORS& 2 yr FOR 3/B'e MIK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS,PART OF THE REQUIRED'EMBEDMENT TO THIS PRODUCT'S'INSTALLATION SHALL COMPLY PATH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT.IS APPLIED T0. A2) MINIMUM EDGE DISTANCE(E.D.) INTO POURED CONCRETE SHALL BE: 4'FOR 5/16'0 TAPCON XL ANCHORS 2e 5-FOR 3/8'0 WIN BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND 14.LIFTING MECHANISM NOT PART OF TRIS APPROVAL ANY FINISli MATERIAL 15.(a)THIS P.E.D. PREPARED.BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;I.e. WHERE THE.SNE A..3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK'PANELS.VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.C. THE EXISTING WALL OR.FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE SMAIN STRUCTURE BEHIND SUCH.PANELS, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SArEWY OF THIS PRODUCT, BASED ON 7795 P.EEl, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALLA ASTM C-90 CONTRACTOR'S RESPONSIBILITY. ' -5/16'0 TAPCON XL.ANCHORS, AS MANUFACTURED BY 11W BIJILDEX,INC. (c)THIS,P.E.D,WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCH UNIT SHALL BE 2 1 4', (d)SITE SPECIFIC PROJECTS SHAD.BE PREPARED BY A FLORIDA REGISTERED ENGINEER.OR ARCHRECT WHICH WILL BECOME THE ENGINEER OF NO FDABEDMENT INTO STUCCO SHALL BE.CONSIDERED AS PART OF THE REOUIREO-EMBEDMENT. RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B-2)-MINIMUM EDGE DISTANCE(E:D.)OF 5/18'0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS.BEYOND ANY FINISH IAATERWL. (e) THIS P.E.D. SHALL BEAR RECORD THAT PREPARED ME DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF B.3) IN CASE THAT PRECAST STONE,'PRECAST CONCRETE'OR-BRICK PANELS,VENEER OR PAVERSBEFOUND ON THE EXISTING WALL. FLOOR,ANCHORS SHALL BE LONG ENOUGH ID REACH'THE MAIN STRUCTURE BEHIND 16.PRODUCT MANUF .'' LLEL SHALL BE LOCATED ON A READILY VLSIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. .FLORIDA BULOj(10. ? 0 • SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1.7099.2 OF THE FLORIDA BWIDING:,CODE. (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36),DOUGLAS-FIR-SOUTH (G-0.46) OR 01,'%O.: A ,, "A �_ L ONLY BE USED TOO SOUTHERN PINE #2 W/G- 0.55 MM. a4'�i • -INE STATE OF FLORD4 N �• i. FLORIDA BUILDING CODE (Non.BEgh Yeloc;ty Hurriwne;Zone)' -5/16'0 TAPCON XL.ANCHORS,AS MANUFACTURED BY ITN BUILDER INC:. S f - - No '1 o zoi7 nLTI7C0 INC IDI► C.1)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL ` • •44181 ' •A Nautilus °""'.�' THREADED.PENETRATION. 417.0.7. I ' NO EMBEDMENT PITO FINISH MATERIAL SHALL BE CONSIDERED AS-PART OF THE REQUIRED EMBEDMENT. 1.�-^�•* ' ��1�1►e RWHngSDotlerSj7hm plyt4/17 ti M IL ECO INC. ME C.2) MINIMUM EDGE DISTANCE(E.D.)OF TAPCON ANCHORS,INTO WOOD.SHALL BE 2 1/4':EDGE DISTANCE IS 90 pie 444 4A 'NWT TES.1 D a cM„imp' coMPAMY EXPERT SHUTTER SERVICES INC. - • BEYOND ANY FINISH MATERIAL �(5. ( � �l. fix.Km.>m 9,tY a0A Kw: cYQTq R 1],.B 162a S.N.Bra 'rAo smEET r- 1 . ,(xelm. -0 �71 pmlrn-Ian 17-244 C.3)T,HE DKOSRTHAT NG WALLEOR FLOOR,EA PRECAST SHALL BE LONG ENO GHATO EAACII E MAIN STRUCTURFOUND BEHIND - '�cs�ONA� t�A,Gjf'1L141. MUEcom R A.Tall.M.P we. 484 mon= ,PORT Sr. ,'n N.N PM ®� mt °�•M1G i" SUCH PANELS. P,E. SEArefeso dAVDATE ROMA Lk.'/44167 . m..m. �. MET 1 476 4 #� #q #10 - »s.ur _ . --- - - --- w 2.512' ].9GD' #4 #g #6 syr e■r —.727' 't'" ..` 7,r 7.50 ai Der-I aa,m ux w MUD Kyi #2 #3 a0s .520' ' a •ate W!r •`r n,nx a ur of uanl 1 r 'itli)iit)fliTtifi t'�"I �• 1 1s, 7. J — +�1 �.\ a\ (fvt.) +,.,:DETAIL:A 4‘" }1 Aro �t 1 t uesru+�st�wesel "\ �' 1 '1 i 1. �, 60>; — RIR 'I UM IeMT/ebD(IA6E MEAD 41011'zne i 102(5116)1160100.11115601,15 41151T m■w*Al �:.81.74r I R,A29- .M _ aa6'I R mr t asam• ,,,exies• j( 1 . a+ i fig +a. '3 "7 • g M.. ','+ 3 OPTION#1fuoNourmcI ,ctsa ve�a� OPTION#2 twtwASNER N fl-R - N gt «8 �.. .. --/060. n "T40OrtSTm .E.SSSIa].ECREW. / e3 .,.r j .a d (TYp,) ` CONIEDVEfNJC00.WR / DETAIL:C p •. �l if ...0y. .,1 �bP y . t _ caATwos,sra,Aswuasrcnr® i 1 / C REA• • BNSUNUELTOWTNGILC a6e• .I mf' L ti, .. j l ` .> 4, AIME•. Fv=IBIA I9#22Dm67,21O, :e7r A51" Mir .l. I ,f l tiers ..4".fj ,yy _ f12=196B kffiItB3�RPStRcTABO �' L I {TVP.) 1�D•' .. . {A� SLATScr } STARTER SLAT °6' ,.aea `�A63TeALUMINUMAlLOY ■ MITE ALUMINUM ALLOY .1. scuE vr., QB BASE SLAT 7p .2xa FY•as3An6rittfY OETNLff 0a6BASE muMAU.OY GOAL ar.r 9C.AI c:ur>t. a67r .Ise• .447•. #�' ACETAL BUSHING AR ') •.,R i.7etl' .Ws" a t37■• 0.004' I 1 (U6EWYOPIIONSt,ARM) ��� ' * .125 ��-a Y! g� g § mar b 125* ■**. k R' " a 3 A3 i IIIIIIIIII 8 S1YP) OENY[Y•.,Aatm. [��. a.. .125' .7s0' I TEW3LEMCOLAU&3771i9 • f i3 ��'' •. M.) � al= •) (�.��'�} 1EIISEEiSTRESSATYIEID.&,75151 .t75' �tstA' I 2.a2G' ••� Q BUILD-GIUT TUBE 2covu AL7dOBtAIFu:eBD,a! 6041T04LUMINUM ALLOT U.ODNOR7TP0 M4`AOT:35W11Y` t070• 1 sa1 �a•.r 0 RETAINING,SYSTEM SCREW+BUSHING. • " /'�'� Et BUILD•OUT TUBE OD SIDE RAIL L 0 BUILD•OUTTUBE SCALE' >1 BGe3•T6 ALUMINUM ALLOY 6pe376 PLMMINLIM ALLOY ee5000 ALUMBN 4.41107 'SCALE:ter.r 50020'I7 1 .f 76' . SGLE t7>C ' ) *MDT BE REVIEWED BY SNUT7ER MAMIE/070REM 10 ALLOW FOR A WEINER ao00• I e'er* 1 0.090'CLEARAt0CE SE EN SCREW HEAD AND r'^'-2.040` CAVITY WALL AT-NON NURBICAA,E POSITIONS. Vac. 2.0001-3 E3 BUIsLD-0, +rrUTTUBE 0065.6ALUORNUMN.LOY .r 25D- U 14'0x3/4•ITWIBUILOEX TEK SCREW I. 1 III .... 70 7S .250' CA880RSTEE4 i. SCAEll2•.,'. 'Q TWO 200 ':',.'self 7,07../(3- sr 16'El IPMBUILDEXTAPCON XL ANCHOR CARRON STEEL. SCALE:f?.,' I ILIUM - k . �. • .mr - C) STORM BAR .. . ,A.AA Q mg Han INC.KWIK BOLT 3 ANCHOR 60E146 ALUMINUM 040Y 4x7 MULLIO ■' A 7 f cARacNSTEEt 60Cute2000• ,' QF TRAPPED ANGLE Q 4x6 MULLION G1 4x8 MULLION • 506,-T6AUIMI NM 1"1''.,• SCALE: STEE e00i4eALUE4NUMALLOY • 306,.711AI.I1N9ANU1 ALLOY �•'`• 60eST65GUA6NtA,MLDY 0041r:7...r scAtEmr.:1— .�•r'�CEN :'..�9., FLORIDA BUILDING CODE(Non>�gh Velocity hurricane Zone) A 4 ti O RO,T TIUECO INC. .. �Sl) M 111 r No.44167 : = N"autzius i* ...... ."-+,....... °�4l i RoltingShutter Spt.zn wit S `. nun TesnNc a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 9 ..... 4i 44,.; 5.w n.■.aca.a.sa.>m.,rc�■A umrws.R.utw lata S.W-suiloRE s,REEr �+ cn•... 016)a-f01..An:iffi7■7r-c6ft COMPONENTS =°fie...o� �='' ,tPART LD0.FAR(771)101-a!W -0005719 ! �nq V WALTT tR A.TOUT Jr:P.E. aec r cwe. >ac(((((r...• maema P. .4 A Pte' DATE ROMA Ue 1 44167 • 'mf>o, a . SIMI 2.01'23 • Te A 1 g Z. 1 * ... § g g.• ti a (c".< ItN. ° CO CO '',.. 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Z CO * .uvic,,aungs animal,.0-AT * * 1 Max.MULLION SPACING @ 26 -1/100R W-2/11 OR ® w (SEE SCHEDULE —el f(Dor 0 or 0- VWor or-3/12 OR W-4/13 ON SHEETS 24,25& ) Is_ ly MI-1/10 OR W-2/11 OR Max.STORM BAR SPACING Max.MULLION SPACING el REAR (Dor C), or 0,--,---w-3/12 OR W-4/13 -BOX (SEE SCHEDME ON SHEET 22) -.— ME SCHEME --... 1 ON SHEEIS 24, 25&2E4 tII, V/9 0(TIP.) VI II 11 Id II Ii END CAP----' _ ___j 1 I END CAP----' t I ' ' ''''' / '''/,'('' 1 I , ,.. ,........ '' " i 91 ' 11 LATS I ,. .. i-r SLATS #2I I IMMininiliMi=1.1 i f I I I .1 ' 612 , ....-. 11 I: II ..,,,,,,............ ..,,,,,............. 1 #3 4.J8 :: to. :: . SLATS ., SLATS 3 ta a TG Vm RIMMINII MINITEMi.IM it 4 I I SLATS '11 N117 --.331" 1.----- SLATS 3 z "Ir Nvii I I II II '1••••-." It 5'F) Q/8 -- /814 ___.....wimmem ...-- 0/8 ..... . _ll __.--7 z SLATS n °v,9 II II :1 &An S oc. _„.,,,, ....__„, ..._________ is ..g, ori, ----rf------n-- ,, 1 I t, t I g..., mem.....- wale 1 ,r-----= m&AT'S 41 x ._,el 4 99 (Typ.) ' I I•„,„,,,, i,” __MATS g8 (7Y0.) --r111 "--.._aiht- ,,,.,-------- -L-..--- -.-, R 8 I -R 8 .,-->" if II --r-T............... -----L-1-1% om -R 811 .,..- A . , or 1 - or , - Fej; , :VS -4---1.8LAys 010„. Y W -1".: " ."." _ ii-- it I i — c.'-' ,• I t 1 "R78:: ',....R78.11___-.--- SLATS --- I Il II Ea. END) R78 I I 41 1 ,1 ----rr" (Typ. Co. END) li W I NiP" I' I i ,1 "---L.ti R/8- -R/8 _ #10 II I I I ;' R/8- I -Rj8 I' SLATS or 2 _ or 1 II , _ , ,, or _ , or I, It ,I R78- _R"/8 II I 1 1276 / Frj- II " 11 flo SLATS 1 Ii - I - IL II II ...---- SLATS IN, W--1/10 OR W-2/11 OR IP0 MAX.STORM BAR SPACING OR (SEE SHEET 22) 6 w-Vio OR W-2/11 . V/9 Xi) I v W-3/12 OR W-4/13 (TYP-) V W-3/12.OR W-4/13 (TSP.) Max. SLAT SPAN I Moo. SLAT SPAN Moo.SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN ...1 Max. SLAT SPAN — - ..... ..._ , (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 15&16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATIO * W/ MULLION & W/O STORM 8•RS W/ MULLION & W/ STORM OARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2. & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. 14.1.5, PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT; * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11"-D".APPLICABLE TO INSTALLATIONS W/O STORM BARS,IN/STORM BARS OR WI STORM BARS&MULLIONS W/HEIGHTS UP TO 11"-0*. (a)CURTAIN SHALL START W/tri SLATS AT TOP, FOLLOWED BY#2.#3, THEREAFTER Al THE WAY DOWN, EACH SLAT#SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ,,„........., ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS 0°.: 94A.7144;''t COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT®MAY VARY WITH No.4 4... 'i.,. SHUTTER'S HEIGHT. 0043/1. .....„ ..vel;)4.6,; .7.:...... es. FLORIDA BUILDING CODE(Non High Velocity Bunicone Zone) (o) BOTTOM SLAT®MUST muS1 BE AL1NAYS INSTALLED. 0 2017 IILIEGG we :11t i:') Nauhi s •-u DRAIN FM LC. *I* CASE 2: SHUTTER HEIGHT LARGER THAN I I'-O'APPUCABLE TO INSTALLATION W/O STORM BAR AND W/ ;4"*, * ,r:*"Z. MULLIONS W/HEIGHTS LARGER THAN 1 1'-0'. ... 1. v0,ht.lb,. ROLUGgShOlf0ESTNORIEI 09/24/17 (0) CURTAIN SHALL START W/ #1 SLATS AT TOP,FOLLOWED BY 92, 93, ....THEREAFTER AU.THE WAY 744.11.1.. -1":I 1....-.1:-." / IILIEC 0 INC.\ GATE ". tas% a EXPERT SHUTTER SERVICES INC. DOWN.EACH SLAT 9 SHALL CONSIST OF FIVE(5).SLATS OF THAT SLAT NUMBER,PROCEDURE FOR TAUT TESTING A ENGINEERING COMPANY ADDING SLATS DOWNWARD BELOW 91 SLAT SHALL BE CONTINUE UNTIL#10 SLAT IS INSTALLED.AFTER %,--e1`.e...47.1 e ..... CAROD1901.33,1% 1526 5.14.NEMORE STREET 17-244 ...4 045)071-ss*.rAf owww,-m, PORT ET.LtRgE.FI,.34984 #10 SLAT IS INSTALLED,ADDITIONAL#10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER '''' s91 NAit03-0005719;#0 e-nical•tTtecoGooLomn PHONE:ONO)043-61074.Ms 074 OT1-0440 '''. IMMING No I HEIGHT. ,,101 I WOOER A.TUG Jr.P.E.PE. 404 4. worm sm. ort.N. maw. aot (e) BOTTOM SLAT®MUST BE ALWAYS INSTALLED. P.E. SM./SIGNATURE/DATE FLCACIA Lk 0 44157 1 NA 14.4n litoin a - MOT 5 0E25 T A: g 2 4 a ks . ... 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Z 0 tri el.0 —0 1 1 ETXRI• RAFTER. �.�_,___ ._..._ TRUSSES woo. --.._ USSES OR ' 5/16'0 TAACONS XL W/ 5/16'4 TAPCONS X1 W/' 1/4'.23/4'RN BUItDEX .1 f4'oxD/4'ITYI aVRAEX _-' 2 I/2"MIA.PENETRATION 2 1 f2•Mln.PENETRATION t•x1•xtfa-OR T/-.SCREWS N 1"X1"x1/6'OR 1/4 5.3 4 Wf EXISTING WOOD a,1"0.U:i0.060*GALV. MONO W000 &1.0.040060'052.2. 2.22-x1/6" 1. SCREWS A GALVANIZED 2'22•x1/6• 1.0140.060"GALVANIZED 'IRUSSEa:OR RAFTER. STEEL WASHES 0 24'00. f""'TPU55E5 4R R4'TER STEEL WASHER 0 24•o. ALUMINVY•TORE STEEL WASHER W 24"e,c. 41.UYUNY TORE STID.WALTER 0 24"w � 5/16.0 TAT?CCNS �: 5/16'P T iC0H6 XC PENETRATION ^�rl�� r�- / / 4 ,'.[• 1- . Wf 2,/2"141.. W/2 1/2"4in. 7 PENETRATION , • ��" �,..� �^"' .i„'r -•^'r; O 24'os. - dr 0 24`o.c.i. c .t (2) - t 1„ T IIIPP' r • 2'x4'.OR • �•I (2)2"x4"OR t - ••-.- 1 2 x6'CONT 2'x6'CONT,,_ (2j 2^xi'OR ¢ (2)2x4"OR ;i��` . • WOOD MEAGER WOOD'HFAdER 216"CONT. �'-�."� � WOOD HEADER -'•` REQUIRED: .,���� REQUIRED ' WOOD HEADER ���[[[ .t REQUIRED ���' 'REOUIREO • 4 f j • f -,p.., �' / 5 0 / n O ; I ETX L� -O • OPENING: 11 M OPENING 1{ 1 "� O ^ Jiii :I ..• fa! ;i •I: D DOWER GlA5O ) 121 ra (BEYOND) ,I g _plyMin. ) (2)2x6• ) ', •SEPARATION (2)2 x4 OP iLIiIR Ym. (2j 2•x+'GR -FOGLA55 }t\ 70 GLASSSTPARATION OD'STD0 le It ': 6 WOOD STUD ��I ( SME .MAX6REWIPED. 1 ' (4f pv. ilik t 'MAX.REWIRED SHEET 20) � REQUIRED. ANCHORS x� MA. (SEE SHEET 20) x5 (SEE SttEET 20} 3 (SEE SHEET v 3 �'+�T . 0 20 ) num 21 b •I H0IIIII II I E1 Tor: 1 b ....1,. 1 -•\ `4I c {\\\�I �... �� (2)2•x4 OR ` ANCHORS � ST'E ANCHORS ( ilik r •. x (z}2x6 `` SCHEW1lEp g5y6 1. sCHEDVEE4' , tr �•.,,[ oiii DGE } COti[.WC100 iON SNfET21 GG44 { OPENEtNG~ 1111 Digi1DN FE'21 ---{Ell OPENINGT � (� STUD O I6' x� _ (@( `J''9 : D.C.MAX. I 3 4E q1• 1 1/2'.1'1/2 x0.062" (SERE HEEET. I . ` E.��91� • SEE ANCHORS EI ,' il$ XCONI'.ALUM.ANGLE 20) 2'x4 zo.092•itCONT: \ O'RCT1 1 _ �E.2. ALUM.ANGLE pNSHEET 2! � s/,6'.TAPCONS XL \ "\ 1 1'',.,._5/160 TAPCON5 XL .4, ` \ ,w/z1/2'urn: 0/8 I ,\ �/8 \ ` w/2Vz^Min. `IFNAN 11 PENETRAYax �/8 • i •' /8• O 24'o.c. -511 5-I O 24'0.0. /2'x4.OR 2"A:• FL74Slt 2'x4"OR 2'i 1 ,LRM91 2•x4.OR.2'x•" 2•x4`OR 2'x6-�.; IE70.5ONG.W00aCOWL .CONT.WOOD ' EXISTING WOOD CONT.WOOD 1, It.; +DCKOR CONE.WOOD - DECK NG W000 OOTTOu KAT E it �"�. If Ex1551NG woo) BOTTOM PLATE DECK OR . BOTTOM PLATE `J CiktCRETE SLfB BOTTOM PLATE DECK OR ETE 0.AD REQUIRED '� �- l DECK OR REWIRED E�pNGRETE SU18 REQUIRED ��� .� REQUIRED.'- (SEEEE 20).QUIRED REQUUIIRED. (SEE-SHEET 29) �..1� Aiip� CONCRETE SLAB (SEE SNEEF 26) I REQUIRED. (SEE SHEET 20) :;�.- ,` 1. A . Q REaUIRETI: \ E.J /, WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y • INSTALLATION DETAILS ON E1)G� TTt WOOD BUILDINGS . N.T.Si.. /car, �i .� ` ,� _ FLORIDA BUILDING CORE(Non High Velocity Hurricane.TAnG) c*. IVO.44167 s 020,7 m,EtA'INC. �..) E R OW ._ Nautilus - - - * ; ! \ �ioi.. RDI►/ag56WteE Sy[om 10/14/57 / 111.1EC4'INC. .lWC -'�-'• t` nu Ara nT�ESTINNGAA Q1.NGINEEEERING COMPAANrY EXPERT010 ,SHUTTBER SER CES INC. tT-24!1 t"�+;•^'".••i ii ee.�e>:Lm7x++rim:ro 1042)0r-/51t. PORT ST.CtIKCI£.RE TREE ‘• V�D AA.00 01 °-110$ER-- 9'`y"' aoR1(OF)74x.6000.nx;(n2)671-0454120 .10 nAwc w ..".-4/0,„,,,,,,t21 WALTER A Jr.Pt. 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LVIN31d0 Zi NOILV (Mid)IL-H NO1103S 1N3180 i NO11 . t111N3180 tNY1e0 0-0-N01133S kNvici) 0-0 NO1103S Nomnr4 ON3 /Nnori TRIM °CIS.0/1 NO al13 AA No 0 0 Sins.9/I Ho' dns:s/i No 0 015 NI so ails.01 No I# NOLLYIN3ISO _tit %wt. . .p/L 'E/1 :WI ..t/t o/I...,S/t 0 •"..ci, .,A-m.- . 0 (Nrid) ,0-,,0 NO1133S ---.--,::--__ 41111-11 'I ,_mi .2_isultolnl AFL • 11-,11; 111 ii . - : llk_ lik ilifL1W. - 4M1111 at% dns:NA No ! 0 ',.0 4 0 .,„,, .,./,.c,, 0 .3.0.5 0 . -I '3.0.4 9 0 i I ;.0.0 s•0 411 - 0 ..-il .3-v . .. .., ...3.... --,t,-,,,,....,..-titi *G • 0* ,• • a) i . ,1 11____] .,,..„ ,CI oi .Or • ; , • ;, o 1 Mill 6 C.) ._.1 , Fr-- 1 le ao0 Oeojr7-4"---il 111_11 igNo6) 0 .1,NI TrvOs soma-mg)10019 313H3N00 0311IA 1110):10 HO RiaaoNoo ammoo smisixa O.LNI S-IIV130 NOLLY11VISNI (Wirici) 0-0 SN01103S .y. • ..gifi,Thos iNnori ino-ounti (Wild) d-d NO 1133Sirinor4 ino-diing iNnori. (adorn . Crwm) iNnori.asn-ii %IVO 1180.13 /M NOL1,33S 0 '.:Aq.`,.A° .,•0.„,. 0 drT.,:t ir .va. 0 411.:4.9!.A° . .Sins NI NO "03 NI 'NI , 0 ®I ' i. 1111111.11 -il • v , . 1.11.1111.1.11‘ kil" =1101 „ii .. , milimmm _ii• • .. . . ....-.....cn 0 .,0,,.c1M Suo@ c ETTni Ow() 0 VO.5-0 I IL eV/ . 0 . * ,I. ID lb,. , ... 1 \ • ...L2 0 \ )03,0 (91 o?LI 013355 :s \ .\\ • , :1 , . \ . 1 3.1.3NON00 LI . NO SInn03113S 330. NO010 31303007 OH '4?LI 513315 • so 3M2.3 G80C) 0 03111i Inotio • (91 V LI SUNS \ No 1111%12 NO sdinax6 335) mole 3J3N3N00 03T114.1.fiONO NO 3.1.300K0 I .(at V LI SUNS NO slina3ns 330) NO srinalos ms) . Noolt3 IMON0o OW10.3 . 030000 0000 ® °0 0 0311U .1.11000 00 .13N3NOO aminod '0'3'.91 1 . • - . . -- --- -- ---- 4 1/2• Min. E.O. 3" 1/2"Mtn. E.D I FOR 3/8'0 CALK-IN ANCHORS (4) 3/B 0 CALK-IN ANCHORS OR' - --_ '-- 3' MIn. E.D. -3'Min. co.--- ` FOR 1/4'0 SCUD-SET ANCHORS (4) 1/4"o SOLID-SET ANCHORS OR I (4) 3/8%XWIX BOLT 12 EXPANSION ANCHORS OR (4) ANCHORS.PER ' Min. E.D. A"Min. E.O.--1---FOR 3/8"0 K110I&!Q TZ EXPANSION ANCHORS �/ (4) 5/16"0 TAPCON XL ANCHORS STORM BAR CONNECTION, 3 1/8' Min. E.0,-- 1/8' Min. E.D FOR 5/16.0 TAPCON XL ANCHORS // I. 3 1• . TABLE 2 ON SHEET 23 5/16'0 MM.TAPCONS XL 1Y/-N, / SEE TOP & •.EDGE OF SLAB 'EDGE.OF SLAB (Typ. BOTTOM) IF APPLICABLE I _ i IF/APPLICABLE /f2 1/4•MIn.ENBLUA ALS. 1 •� / /f f/ / k I'O.O.aD.060"CALV. / //�� /' STEEL WASHER O 24'o.c. //II- 4' Min. L 2"x2'x.1/B•x0'-5"(6063-T6.ALLOY) POURED CONCRETE.. 2' o 9 POURED CONCRETE J ALUMINUM ANGLE EA. SIDE W/ (Ycr3 KO 5" min. ( `�-8/16'0 TAPCONS XL (1 cTHICK Hsi) EQUIRED �I 2"/ gilla (2) 1/4.0-14x3/4'ITN JUILDIX TEK THICK REQUIRED f EMBEDMENT&. .j./��// /7/ SCREWS TO STORM BAR K W/2 1/4'.Min. 5' (Typ.TOP & BOTTOM) 1'0.0.x0.060•GALV. _ 4 I �J STEEL WASHER:O i SECTION S-S I I 24••0.c. II j ® ; ..BOX .. II IIil _I UACIWIE S0101 FILLY I. II 1. :� ENBO)OEDINIO WW1 h 0 II I I • . ANCJIOR L_BOX 1'Min. FOR - ' WIND ZONE'--I o I 1 1II-3 t i r II .I I, 1 DETAILA Ii Iii ii i• I I 1 2'Min. FOR ii I I ' SEE STEP 3 ON SHEET 14 FOR SPECIAL ri I # 1/4'0-20 OR 3/8'0-16 MACHINE SCREWS USED 301//111.7 W/ • t1/a"0 x 3/4•SOLID-SET OR 7/8'0: 1 1/a'CALK-W ANCHORS WIND ZONE-^i '}"' I' TREATMENT FOR WIND ZONES 1 THRU 7 1• Min. FOR ¢ I h I ! RESPECTIVELY SHALL BE LEFT TOGETHER N/ANCHORS AT THE TIME. 4 u I '4'W WIND ZONE-•+I 4.- I I STORM BARS,ARE REMOVED. (SEE bET.A). )'i1 II .2 F., 1-3 t II I I i I EXTERIOR ¢ A Min. II ..•. z i1 I I 2 ANCHORS* PER 1 SEPARATION 10 I '2 O B I '1 I () /� II 1! D) STORM BAR CONNECTION, z GLASS I L p i g W. 2'Min. FOR II I I SEE'TABLE 3 ON SHEET 23. p(SEE SCHEDULES ON ! t.% •ins o I SHEETS 15.& 16) I:. .a i WINDZONE-rN _- Ie BEYOND �(Typ.TOP &BOTTOM) Q Il I I ` - 5' I i I: . (2)3/8'0 CALK-IN ANCHORS OR A 1i I I I EXTERIOR .�`„� i SEPARATION TO I i (2) 1/4'0 SOLID-SET ANCHORS OR '/4 II I I %' ^ ur GLASS I I (2)3/8'O XWIK BOLT 12 EXPANSION /J. g,N K I i O • II(SEE SCHEDULES DNI ® ANCHORS OR 1'.g. ... II I 1 E✓ SHEETS 15 & 16) II (2)5/16'0 TAPCON,XL ANCHORS 1^ II I I i BEYOND EXISTING—Ii I I i �`- © EXIEPoOR II '( GLASS II — n „ 2' C � it I 2'r2'x1/8 x0-5”(6063-16 ALLOY) • EXISSNG0___-1-4.,--.---11 2' CEO ALUMINUM ANGLE EA. SIDE W/ Si$i '�; $l (2) 1/4 0 94x3/4' ITW UIIDIX TEN (TIP.TOP/BOTTOY);I (TYP.TOP 80111.X.) 5• /F/. SCREWS TG STORM"mil AR�% �I 11111 � 41 I I, I / (Typ. TOP& BOTTOM) • II , I I, ,� I`— I r ® II ii �. o I 1 SECTION Si -S1 S r1._.____4, . (TIP.TOP/BQ11T4)p (TW.TOP/CAROM) 1 i ... .... ..I,. I; I I .1. 2 1/16,/,..4 Min..4 L. is MIN. ED E.D. 4 • )! POURED CONCRETE ,. I I/Yx1 1/2"c0.062".CONI.ALUM. I. I` (1'c=3 ksi) 5" min. 5 16'0 TAPCONS XL W / • ANGLE W/5/I6-O TAPCONS XL W/ _ _ 'DOCK'REQUIRED f / • / -- 2 1/4.'Min.EMBEDMENT 0 24'0.c. 1 7 2 1/4'Min. EMBECO0N7° ////01"// / // // 0 24'o.c. !1.1'' , EDGE OF SLABI IDiUR3EO c NCRflE ` EDGE OF I WALL MOU�F� 6.' C.• ..:4•/,•\, IF APPUCABLEI 5•�++.TYlCO SOY h_•. FLORIDA BUILDING CODE(Non.ffi9h Velocity Hurricane,Zone) L 45...?... 1/2' Min. E.D. • 1/2'Min. E.D. IF. 3/8'0 CALK IN ANCHORS .,{1* t 1 C20+Y nLTECO INC. .q!!AI • owl on. 3' Min. EO. 3' Min. E D, I. FOR 1/4'0 SCUD-SET ANCHORS . 2 T 8� ; Nautilusit- 4" Min E D.. " Min. E.D. I. FOR 3/8'0 50111 BOLT TZ EXPANSION.ANCHORS : .p * c �4'j4e� ROIIG1g Shatter Sy+C0n1 nm24/n L S 1f8 Min. E.0.�3" 3 118'Min. E.O.--(--FOR 5/I6 O'1'APCON XL ANCHORS '� • �•IT '1L'G'C�INC.\ NIL!( EXPERT SHUTTER SERVICES INC. •S�P rV$ SLUT I1NO itI ENGINEERING COMPANY (�''• , '"".Tr: y sI•g. 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