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HomeMy WebLinkAboutPRODUCT APPROVAL - SHUTTERS ROLL-UP 1/11/2021 Florida Building Code Online . ' •,i • ,,,,tin=•ram - uslnelss Hong fog In User Registration Hot Topics Submit Surcharge Stiltsd Facts Publications Contact U! 13CIS Site Map Links Search ■ @US*R: Product Approval Public User —1 !UL duct Aoor A tw MI>product ur Agolieation ar h>a atlon File Co�v s P.f��y L>Application Detail FL# Application Type FL12246-R5Revision Ft Y I E YY Code Verson WED FOR Application Status 2020 Approved o+ODE COMPLIANCE Comments ST. L_U IE COUNTY Archived ;%OCC 12104 Product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email 1626 SW Blltmore ST Port St. Lucie,FL 34984 (772)871-1915 Ext106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Small 1626 SW Blltmore St Port St Lucie, FL 34984 (772)871-1915 Ext106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Small 1626 SW Blimore St Port St Lucie, FL 34984 (772)871-1915 Ext106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John W. Knezevich, PE Validation Checklist-Hardcopy Received Certificate of Independence r'.;,7.?:��}( �:i E:C1I 1_%t•�L4?tb'l�i:�!)••Oq''r..;Hig Referenced Standard and Year(of Standard) Standard Year ASTM E-1996 TAS 201 2012 2012 TAS 202 1994 1994 TAS 203 1994 Equivalence of Product Standards Certified By www.floridabuilding-org/pr/pr app_dU.aspx?param=wGEVXowtr)nv7Rtw 1111rz021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/04/2020 Date Validated 08/19/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 summary of Products FL# Model,Number or Name Description y 12246.1 Nautilus Rolling Shutter System Extruded aluminum Nautilus Rolling Shutter System Limits of Use installation Instructions Approved for use in HVHZ:No t t=9.?9.? �9��5 3)_L 13_ffi 1h_ULLel'i'�D 1 wt3 16> f I Approved for use outside HVHZ:Yes Verified By: Walter A.Tillit Jr.,P.E. PE 44167 IImpact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +160/-160 Evaluation Reports Other:State Missile Level"D"wind zones 1, 2, 3 and 4(basic jjjj R5 812 L=.xI n t 51Ui�"4'!' E ' 9 —0 S` protection only). Pressure rating: +30,-30 p.s.f.at 20'-0"span Created by independent Third Party:Yes (watt mounted)and+160,-160 p.s.f.at 8'-0"span(wall mounted)with 1/2"slip.See sheets 15, 16 and 20 for additional pressures and spans. contact us::26o1 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.c,QpydgFyt 200>-2013 State of Florida. ::P Iva y Statement::Acce551bllity 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'"Pursuant to Section 455.275t1), 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 be made available to the public.To determine if you are a licensee under Chapter 455,SS.,please click tug!g_, Product Approval Accepts: FE 0 WN !L`tat Gre,dit Gard _ Safe wwwAoridahuiidinn n►ninr/n. i GEbIERe1 NOTES' B. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1 NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVAIJATION DOCUMENT(P.E.D.) HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHAH BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR DOMPUANCE IN ACCORDANCE WITH THE 2020(7th EDITION) OF THE FLORIDA 9UILDING CODE. -3/8"OXI 1/4"CALK-INS MANUFACTURED BY DETVALT. INC. NAUTILUS ROWNG SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE 20RES(MNMI-DADS -1/4"04/4"SOLID-SET MANUFACTURED BY ALL POINT. INC. /BROWARD COUNTIES). -3/8'0 AWN(BOLT TZ MANUFACTURED BY HILT], INC. DESIGN WIND LOADS SHALL 8E DETERMINED AS PER SECTION 1809 OF THE ABOVE MENTIONED CODE, -5/16"0 TAPCON MANUFACTURED BY TTW BUUM INC FOR A BASIC WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-16 FOR INSTALLATIONS UNDER 2020 FHC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. AND SHALL NOT EXCEED THE MAXIMUM (AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS IS THRU 18&20 THRU 26. EMSEDMFNT IN ORDER TO VERIFY THE ABOVE CONDITION, ULP.MATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 GROUT FILLED OR SHALL BE FIRST REDUCED TO A-S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 10DX EDGE DISTANCED 100X CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. 3/8"0a1 1/4"CALK-IN 3 3/4" 4 1/2" 1 2(1/4'(3000 psi) NOT ALLOWED 2. IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS RED.AS TESTED WERE NOT OVER STRESSED, 1/ SOLID-SET 3" ]" 7/8"(3000 D ) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NU USED IN THEIR ANALYSIS. FASTENERS 3/8-0"0 X 4"WAK BOLT TZ 9" 1' 2 1/2' (30 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.O.S.2018- 5/16'0 TAPCON XL 3 3/4" 3 1/8" 2 1/4' 899 psi) NOT ALLOWED NAUTILUS ROWNG SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10 ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTION 1609.12 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 1O4 11, 11 A, 12. 12A. 13& 13. FLORIDA.REPORT i 1030,01-08 AS PER ASTM E 1996,E 1306 AND E 3W STAIWARDS•OLMUFIING INSTALLATIONS FOR WIND ZONES 1, 2. 3& 4.MISSILE TYPE D AND ONLY APPLICABLE TO EAS1C PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. INSTALLATIONS, AS DEEMED 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 HILTI•INC. FOR ADORIONAL LIMITATIONS -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT,INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-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 SCREW(9))TO BE STAINLESS STEEL 304 OR 315 SERIES WITH 50 Lai EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 9D Mai TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT O GROUT 50018. ALL S.D.S.ARE TER SCREWS MANUFACTURED BY LTW BUILDER&SHALL COMPLY WJ FLORIDA BUILDING ANCHOR SPACING 6 EDGE DISTANCED t00X CONCRETE GRROUT FOILED OR :OOX CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3/4.0 KWIK BOLT TZ 27" 9" 4 3/4'(3DOD psi) NOT ALLOWED 5. BOLTS 70 BE ASTM A-307,GALVANIZED OR AJS1 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2.0 KWIK BOLT TZ 22 1/2" 7 1/Y 3 1/4"(3000 PSI) NOT ALLOWED YIELD SUERGTH. 3/8"0 KWIX BOLT TZ 6" 4 3/8' 2"(3000 PSI) NOT ALLOWED 3/8"0 HUS-H SCREW 4" 5" 2" (3000 PSI) NOT ALLOWED 6. NAUTILUS ROWNG SEATER SYSTEM BEARS U.S.PATENTS,6.095.225 AND #7,409.980. 3/8'0 WEDGE-BOLT 4 1/2` 4 1/2' 2 1/2"(3DO0 PSI) NOT ALLOWED 1/210"A SO0 OR WEDGE BOLT 6" . 3-(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR@SIDE RAIL SHALL BE AS FOLLOWS: 5/8"0 WS-H TIEN OR WEDGE BMT 7 1/2" 7 6/2- 2 1/2"(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN. 30DO p.s.i. COMPRESSNE STRENGTH. 11.THE INSIALLATDN CONTRACTOR IS TO SEAL/CAULX ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16-O TAPCON XL ANCHORS AS MANUFACTURED BY IOW BUILDDL, INC. TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8-0 KWIK 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 A7)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 1/2 FOR 3/8"0 KWIK BOLT 3 ANCHORS.NO EMBEDMENT INTO STUCCO SHAU BE CONSIDERED AS OF THE REQUIRED EMBEDMENT. 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICTED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS FRONDED P BY THE JURISDICTION WHERE PERMIT IS APPUED TO. A2)MINIMUM EDGE DISTANCE(ED.) INTO POURED CONCRETE SHALL BE: 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. 4' FOR 5/16'0 TAPCON XL ANCHORS&5" FOR 3/8"0 KNK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINIS MOTERUL. 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 SITE A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. _ (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. WED ON THIS P.E4 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE 15 THE (9)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDER,INC. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ELI) MINIMUM EMBEDMENT OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SUITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1/4•. RECORD (E.O.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS NO EMBEDMENT INTO STUCCO SHALL.BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.2) MINIMUM EDGE DISTANCE(ED.)OF 5/16'0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4'. EDGE DISTANCE 15 BEYOND ANY FINISH MATERIAL. (e) THIS P.E.D.SHALL BEOkR RECORD THAT PREPARED RE 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 PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 76. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITHSECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUIDNG CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORiDA BUILDING CODE. (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36). DOUGLAS-FIR-SOUTH (G=0.46) OR i 7XIS AMWM STALL ONLY RC LM TD SOUTHERN PINE y2 W/G=0.55 MIN. AAAA,'`,%%% 111jIJINOA7i' Pawn Rv THE suIE or RalEW FLORIDA BUILDING CODE(Non High Velo ty Hurricane Zone) -5/16-e TAT'coN XL ANc+wRs.As MANUFACTURED BY 1TW Bu1LDEx. INC. P\:''�•ENS.,•T4)i o7om,E,Oco Mc�� Nautilus I'�IT''I 7 sr M a7 Y.P. C.1) MINIMUM EMBEDMENT TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4"PHYSICAL F1. i :1 RoIIRTt9aIUMarJystmn oA/e/zam NO EMBEDMENTI INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REWIRED EMBEDMENT. N�.44�.67 . - IL E C O INC. pAT� *c _ _ > -= - EXPERT SHUTTER SERVICES INC. C2) MINIMUM EDGE DISTANCE LED.)OF TAPCON ANCHORS. INTO WOOD SHALL BE 2 1 4".EDGE DISTANCE IS = - 1ILLR TESTING a OIPNEERMa Gtl11PANY R / �' - "--- sLa�w.]w a.a�.m roar Gtlm0.n IDIi 66C S.W.WNRMORE DRIVE BEYOND ANY FINISH MATE AL. ' y ..•.:to»1m-yes.r�:noalm-ie:+ 20-064 n y•• 57 7E OF F r< r ol:m,� 1a8 sr.wcM.FL 349ea mv"NG w C.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR E"aCK PANELS, VENEER OR PAVERS BE FOUND ON '���X1, �( = 'T4�t` G-D0a6119 ^� Oee1 T'a">ma•re`m)nH-ono RID WAITER A nWr Jr.PE THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND (chi'•._ fLDRtN• µ161 .,,,,.,tee �p 9t[n t oT to SUCH PANELS. ''i�i s`/ t�\�rh/SIGNATURE/DATE AT/INIIHINMN #6 #7 NB #9 #3 #5 "3iu• �__ t aw' z`- . #4 GF3 - ar �.j 4' --z.am ow-, o.�im :.a uaa: #1 r e o _• I r) : ^^ A - illIIllil111AlI1i111C H�1slltNI811{AIII{1GIB!{i'' °z, #2 -s2r oerw DETAIL -.xr .coo• i a •-- . j'� � .op• f`._ ----` __ 665far.LFSSS1H1rdl91eT Rt.Jta• R,.NV RI.G!°• t,.'J3Y a.:<D'- P1ar• r.2=D° R[A�- e'� - (Or. _ `TRUSS-60 T4DSO LOBE THA--A0410n1:�w ! BRNN')tlFx161D A5 TBRFAD410Nf tl $v = g > - OP770N#1 nFDnol.rtH� �EwsPEcs. :OPTION#2iyWWASNLn (TYI.) Y339•-i I CQTTSTVMAC%W SCREYJ DETAIL'.C CCATFD vrtHACS44ER ° 8 CMiOIWi FFZM ANIICOWTOSATN oto• COATNG SYSIM ASWX1. CTZ•;7) _ /`n>o• p -T BY SUN BFtT C'2q WS L'C Fy=1914_ I;M(rkTD51F3Ca1Nj. 1 .an ._ - .ex-. :-.nv --BETJ7 `°za' °.e a1N•]1r g ETM=19E91 (IasESDr-hGn,7 ...no•- -.nr- ie, ) '-1 STARTER SLAT - n,*. AO SLATS -zar- 5P SDeuea.uwNUMALLDY - EOG Fy=31UONUMauOr ° SC_E 1-1. CI BASE SLAT FSC3 E kf1 I- SCALE/?r 1- DETALL,B 0rX}FBALWIN;IY A'.LO/ °Cia E.1r=1' RI ,R aril•.. - .:co'_ •.1aY- -.rS.- .,z= MJi' .'s m• ,.m- ACETAL BUSHNG f4R bD.V, - _ _-_ '`]°- ^JSE W O"C%S f1 AN002: I TE7C2Ebf7DU s 3nkti . - w i'•,n) ?T.9.j TENSIESIRESSATYELD:01261m- E2 BUILD-0UTTUBE FTEYURRY4JlE'.9 19 fzS-• t.ffi —.._. t.ao•- - I sosSTea.tl/YlAllar IZODNOTp®dpACCeSd.M , x- •aW 0. --_. _ (C�RETAINWGSYSTEM:SCRE1YrBUSHING CD SIDE RAIL * EO BUILD-OUT TUBE E1 BUILD-OUT TUBE 'x BOmTs AtMRYMp4AlLOT ld3:SAL1LSNla1.2:•OY GOR17RAELP4BRY ALLOY SCAM W=r E^.J+=:1.T•c 125 a• ' , =," *MR)ST BE REVIEWED Bf sHunER .2 MEAMOAMRER TD ALLOW FOR A MINIMUM - .ADO' .. ... _. _ - 5 -- cA0 CLF. AT N HuFan SCREW HEAD ANO _. __._. 1.000• GVfiY PALL AT NON HURRICANE POSfRONS. - .. I � `3? BUILD-OUT TUB I' E003Tf.ALLM'NIRA I:.LCI 23D' 1 (y; 114`0r3/4'!TWIBUILDEXTEKSCR_l'd CARBON STEEL SG+IE Pet ]' w&18'OITWIBJILDEXTAPCONXLANCHOR — CARBON STT£ •ccE-.Z_, .. .-- -' _uo — - •ax _.__ . � STORM BAR �C1 V8'OHILTI.INC.KWIK BOLT 3ANCHOR &NIJSAwMFMUMALOY �J TRAPPEDANGLE © 08 MULLION 4x8 MULLION 4x7 MULLION CON"BlEEL SCALE 10 6063-16ALUMRRRANLOY 6]0'-T'i A!UMTTUMAliDY 6a61-T6 AlUNNUM ASIOY GD31.T6ALNARJCMALhY SCa:E 1?�' SCALE 12 1 SCA'E:.Nr-I' F-1.011IDA BtADING LODE(Non Sigh Velocity Bvrriwne ZDnej 111111 P� : : : C 2020 BL,�D 3 Nautilus M.P. In: P. amnimpilufferS� 04/8/2020 �j�\� '{�V, —s_— / " EC 0"0`' EXPERT SHUTTER SERVICES INC. DATE COMPONENTS 1 1�� _ ��D y(YI C TIWi TESTING d fNpNEERNG GONCAHY V _ elf w�-.JM tt,sn sa,x:ww tNoa¢r.vca 668 S.W.WHRMORE DRIVE _;t• :ii- �'�',"�.,y'G' ,uelarr+D1..r« ,aos1'n-w• 20-064 • IiA.coMom.ccm PORT S•..LUG[,FL 34TIB3 vNw,_,(°pp)1a-sm.FM Ar)q1-D9BD DRAWING N° v: STATE z •. E OF s Waarrt A n°uT'e..v.E. �. w1 a. �F., ..s O'• SEA</SI;V4TURE/�AtE- cTARiBM Ue.(eaTET do n.,« SNErt `e a 26 1• G:^A ���"ADO ul o11110 0 i Ii is Q 1 SIDEIEND CAP 17e 2 HOUSING(BACK&TOP).D40 THICK i t9 �0 3 HOUSING(FRONT&BOTTOM).040 THICK fl © O ~ /° ��0 4 SPRING BRACKET' s ..- °/ 5 SPRING ASSEMBLY _ 4- i is. 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE 9 ALUMINUM L(COVER M M STARTER SLAT '�. 9 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET / I ! 14 SPRING,GEAR&MOTOR BRACKET BOLTS 0. 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY ! 19 OCTAGONAL AXLE FASTENERS 20 6SW OCTAGONAL DRIVE CROWN o / 21 CONNECTOR �/� 22 GEAR-PLAST1C IC OR OR Z AMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING s / BOX & END CAP ASSEMBLY COMPONENTS 10 V�II,�Iflip'•'. FLORIDA BUILDING CODE(Non High V°bcRy Burri—a Zone) Q� .• /T' � ©moo m,Eco i.�. ( iva Ldilu a.: tt a`y�:• �\CENS '•J9'- _ i �• r�I�11C> +d ��� E V 0 INC. koIHn9SboltuSysMm a/s/smo s! _ N0.441 EnwT ranHo•EH°IrHEAIHG COMP AM EXPERT SHUTTER SERVICES INC. m,x..aw rr am,rss v,w 20-064 *: * //�?.���• �.»:r sS`m-,m.r. r ',m, 668 S.M. CIE.FL nave ,y.et we•dmm PO ff ST. WCE.R!l9Sa STATE O :Q,� .xoxe pool ra-o•.r•,c c>rrJ m om nttArina w «-oo•e.,a �.:•.,�ORID SEA-/SIGNATURE/DATE nanm�ue.ff s.,� ..,,-.. SHM 3 OF NA m�����`• -BOX i®Y/B & Y/7 BOX ®V/9 �( m) VI �00� Yjs t Yr N v i 1 \ END CAP 1 —END CAP END CAP T1 END CAPS SLATS n 2 SLATS -SLATS SLATS SLATS ' SLATS SLATS SLATS_- _ SLATS r _ SFSFSFq 8Is SLAls Oj8g - su,s O s 0/s 1§I 0/s SLATS VC ' OS __CD) 0/8 N�AIs D; ( F= END) - crm Fa. Ew) (A ,9AS - -- i SLATS A -- % STORM BAR SPACIN �• OY/6 & Y/7 (SEE SHEET 2r V/i )Y/6 & Y/7 Mai.SLAT SPAN -(SEE SCREMAES ON SHEETS 15 t 2D) M..SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS a, ** - - (sET SO,EMJLES ON SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, TYPICAL SINGLE UNIT ELEVATION W,f STORM BARS ALLS• NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTFLATtGN GNEN A SHUTTER HEIGHT: CASE,1: SHUTTER HEIGHT EQUAL OR LESS THAN II'-O'APPI.ICABI E TO INSTALLATIONS W/0 STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0'. (e)CURfAIN SHALL START W/ }T SLATS AT TOP•FOLLOWED BY/2.#3......THEREAFTER,ALL THE WAY DOWN. EACH SLAT III SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 11 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. OUANRTY 0' FINAL SLAT NUMBER IMSTAL:.ED BEFORE BOTTOM SLAT )MAY VARY WITH SHUTTER'S HEIGHT. (b)sourro A SLAT®MUS'BE ALWAYS INSTALLED. f>r CASE 2:SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE 70 INSTALLATIONS W/O STORM (u 111• FLORIDA BUILDING CODE (Nm Ifigh Veloc,Yy Hurricone Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0'. Nautilus ... l,,,0 02=0 TLII=2:. Nautilus °R"�.� (n)CLATAIN SHALL START W/#I SLATS AT TOP.FOLLOWED BY 02,1I3. .....THEP.FAFTER•ALL S;iE WAY DOWN.Fl,Cn SLAT i SHALL CONSIST OF MIN.FiYE(5)SLATS OF THAT SLAT ` P\''•�\CENS� _. , RoHinq�lvtbrsptnn 08p/2020 NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW/1 swT SHALL BE No.4416, '~ 17x$r- r��� E�r 0 IMt. -j ax CONTINUED UNTIL USED SLIT M LETE THE AFTER#10HjT swr IS INSTALLED,ADDRIDNAL/ID _ EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED 70 COMPLETE THE TOTAL SHUTTER HflCH7 = -3'" lI1lLT !RNfaNF7Gs70 COMPANY *: * .•'/f�j'+ ? ua Ni�a`ia`m"�"°. , n A71w cfiR s T WNr1M0IL 3" 20-064 (b) BOTTOM SLAT BOMUST BE ALWAYS INSTALLED. ~ r :u . YORE 5T.11/f2E.FL Ja1ea -O STATE OF '�, / ,:-00067outtan g1011ci sal raa-Asa.!M1:T 1T7-ws aaA.,No Na G-aDaeT19 MILER A IM1fT Jr.PE o.ar maA ssra� F�0RI \'� A4/SLGIM7IIRE/Q47E FLo4w Ix./u167 ow-w . sNm a or zs -_ '�-��~ ALA////IlffIl11111N11j111` Mac YU111DN SPACNG ® © W-1/10 OR W-2/11 DR Of® °� (SEE SCHIn GE or or W-3/12 OR W-4/13 �� m ON SifEETS 24.25&26)�W-1/10 OR W-2/11 OR wL.Sr=IMR SPACING kbL WLUON SPACING a REAR or® or G2' W-3/12 OR W-4/13 Box cs1E SCHEDULE ON SHEET 22) ; — at*Ims SCHEDW 25 &z6) - v/9 �(T'P.) r'. Box 1END CAP' �I + /END CAP 1 u if if 1, Hf 11.2 1� if I 1 1 IT /1 1 I I I I SLATS l f 1 1 Sun 1 11 II /2 I 11 II /z II SLATS I 11 II uTS It 1 t 11 11 1 I I I m I i1 If 03 SLATS N i p g�CP i i SLATS It I4 N I I I 1 $lA1TS N 1 1 1 1 1 RATS I If 1 aN { If 15 2:n rn 1 11 11 I5 y y 1 1 1 1 SLATS SLATS N y 1 1 1 1 Z $CATS w 3i S 9 w a SLATS _ - i- 1 11 I1 ao �� 17 SLATS ILA (Typ-) f-�-- �W I I I 1' of •I S w t Or I I , re I I R•/mc— 1S _D W R/9 —- D .W�.. or I 1 1 I 1 1 f (Typ. Ea. END) R•/8 I II (Typ• Ea. END) 1 � 1 1 11 `.� I 11�--• 1 I ar �� or i or- ii or 11 t0 I �` +1 1 1 MAX.STORM BAR SPAOO:G---- W-1�10 OR W-2/11 OR B' (SEE SHEET 22) - W-1112 OR W-2/11 OR �� V� B W-3/12 OR W-4/13 (TrPJ W-3/1 OR W-4/13 (Typ.) _ Max. SLAT SPAN _ _ Max. SLAT SPAN _ _Max.SLAT SPAN _ Max. SLAT SPAN _ _ Max. SLAT SPAN Max. SLAT SPAN g (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON `I SHEET 15) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *x ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MUWON & W/0 STORM BARS WZ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NCTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N-T.S. N.T.S. PROCEDURE F R SLAT INST�!Tlt _CAIVEN A SHUTTER HEIGHT: CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11--0'.APPLICABLE TO INSTALLATIONS W/O STORM BARS.W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS LIP TO 11'-0'- (a)CURTAIN SHALL.START W/Il SLATS AT TOP, FOLLOWED BY I2,I3.__..THEREAFTER ALL THE WAY DOWN. EACH SLAT I SHALL CONSIST OF FIVE (5)SLATS OF THAT SLAT NUMBER PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 01 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.OUANTrIY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT BO MAY VARY WITH SHUTTER'S HEIGHT. LLED. ,�N,��QM�L111{6�11INyT�1y[v/./'1Lr� FLORIDA BUILDING CODE(NOD High Velocity Hurricane Zone) (b) BOTTOM SLATQB MUST BE ALWAYS INSTA -"��'•.••-•••:� y i 02020 TITFIA INC, Nautilus CASE �y Q`*!�. wAtm tIt CASE 2:SHUTTER HEIGHT LARGER THAN 11'-0"APPLICABLE TO INSTALLATION W/O STORIJ BAR �\C CNs+ +T�fi�ii fi� �: MULLIONS W/ HEIGHTS LARGER THAN 11'-O'" z f• RulNngshuder4XIM oc/anoao ...+ OAT[ (a)CURIA"SHALL STARE w/II SLATS A7 TOP,FOLLOWED BY Iz.13,.-... THEREAFTER ALL Ttidwar= N0.4416. �_ IL EC O tNc. EXPERT SHUTTER SERVICES INC. DOWN.EACH SLAT I SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER PROCEDURE SOB,: TILUF TESTING A ENa OOM►AHr ASF * ms.c s ..m lr01I�R n a+r1 NI S.W.WWTMORE DLarE 20-064 ADDING SLATS DOWNWARD BELOW IT SLAT SHALL BE CONTINUE UNTIL/IO RAT IS INSTALLED- ER �� ?.i✓�.E� R.e.:am°y>-Iw.ti,peen-1fM1 I10 SLAT IS INSTALLED.ADDITIONAL /10 SLATS LE/sr BE USED TO CDMPIEfE THE TOTAL SH STATE OF �` ran sT.LunE.FL 3AM14 •. a-mm:FIa•eexw.mm Claw TALI-/aN.rr CTM all-am 0lawwo Ho MGM. rA-00T715 F O R P <. YA TFR A 11WJ d.P E. "o i�if`••, IQ �. SEAL/SIGNASEAL/SIGNATURE/DATE fLOMIM Lb./1�787 Mn-w • SNELi 5 Or 26 (b)BOTTOM SLAT(g)MUST BE ALWAYS INSTALLED, %FS+_•, (�,``HL1'E. ATE �r ���/t/It11111111LLL1��T 5/16Y TAPCONS XL W/ �.. POURED 5/16'4 TAPOONS%L W/2 1/4"Min. 17.1'0/8'OR 2'x2'a1/e• 2 1/4'Min. EMBEDMENT CONCREif EMBEDMENT k 1b.D.0.050'GALV ALUMINUM TUBE. __ 1/4Yx3/4"TTW BUILDIX TEK SCREWS h 1'0.0..0.060'GALV. % R.1Db I' STEEL.WASHER O 24'a.c. W/ 1"O.D.x0.060'GALVANIZED STEEL STEEL WASHER O 24'o.c. �,� • - 1 / % 5/16.0 TAPCONS XL W/ i' WASHER O 24'o.c. -- 1 2 1/4"Min. EMBEDMENT POURED CONCRETE _ ��a�� I POURED GROUT FILL EEE CONCRETE BLOCK UT FILLED .1 11 OR CET FILLED— "t CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. O � � I - _ L EDGE Or'J ^ 1 OPENING - - .M EDGE O-7� I OPENING _ F ' IXISTN4G t ��iSV•IG�' O EXISTING _I_ GLASS- (gEypNp) II GLASS--" (BEYOND) , (BEYOND) itf SEE ANCHOR _ { s SEE ANCHOR SCHEDULES ON - .i x _ SHEETS 16, 17 SEE ANCHOR _ �• F rcN SCHEDULES Lis�7 k 18 SCHEDULES ON 'O f - nA SHEETS 16, 17 ,e q N0 MOn.GLASS SEPARATKk1 4 I GLASS SESEPARATIONMin. .�j Min. SEPARATION �a (SEE SOImI1LF5• - EXIE1�l $v (SEE SCHEDULES, - (� DMOR CCw�I (SEE WETO nULcs, pl SHEET 15) C _- f 3 ON SHEET 15) �� ON SHEET 15) I J 1 - D OE .'EO it t 0/8 0/8 0/8 it it ,10 0/8 0/8 :3 o/a POURED CONCRETES -.p POURED CONCRETE OR GROUT FILLED L l OR GROUT FILLED ) CONCRETE BLOCK _ _ POURED CONCRETE - f WALL REQUIRED OR GROUT FILLED- " - _ �I CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. it 'j EDGE OF i " II f. EDGE OF OPENING �; .` �i I OPENING �+ 'Qw �. 2 1/16" .r. - P 2 1/16" MIN. E.D - - --- 1 1/2'xt 1/2"xO.062'xCONT.ALUM. / MIN._EA _ _ 1. _2'a4xypp�10d1f 5/16`4 TAPCONS XL W/ -,- ANGLE W/5/16.0 TAPCO XL W/ 1' ALUM AM ME 2 1/4'Min. EMBEDMENT 2 1/4'Min.EMBEDMENT 24"o.c. POURED CONCRETE 5/16"0 TAPCONS XL W/- -( (H'c=3 k9i Min.) REQ•O. 2 1/4"Min. EMBEDMENT WALL OU G FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS Y—Y �U •T.Ih/ ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zola) I INSTALLATION DETAILS ON EXISTING POU�. :. �,9;s � 02020fETECOINC. drdu Y�u� P.�° ��♦jEN1Q� _ aoHIng3buaarSysb2n ayymza CONCRETE OR GROUT FILLED CELL CON( 2ET 44167 _ _ / IL ECO...G. RITE Vi, fesn G a ENGINEERING COMFAKY EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS Hoc wRI wma•n viae 60 S.W.WMMDRE DRIVE ��� 20-064 SCALE: 3 16' = �O•• STATE OF �' •-meo:1lEwaaoM.cam FORT ST.LUCIE,FL 54994 DIUWND No / '�. - G-0DO6719 ^lolm(em)Eu-sow rAc(m)n�-owo WALTTR A TILLIT Jr.PE MEET FLORIDAUc/44167 .Mow �. 6 aT 76 SEAL/SIONATURE/DATE 4• '/7NrN/111111111ttILL1t�T1 OOlT9R:Wow- .. E7QSTNC wow-.- 2 TAPCONS)LL M/ ,S/11 o wwo)L W TRIUSLS OR RAFTER TRUSSES OR RAFTER 2 1/2'Wn.PENETRATION . !1 �, -1/4'n]/4'TIw 9muDEx 1'0.0.,0.060'GALV. 1•A•ct Lvsn G Wow FJEEIWIO SOD e 1 �R TEN SCREWS W/ i-Xl:1/e-OR i/a•nb/4•rIW BURDE]t TRUSSES OR RAFTER SIM MI45fER•24-es. 2S12.61 AlIni/ TUBE' 1TENO sO WGALVANQEO TIRIJQ NI IIW7I11 n8 Mil•!P•.c I'D.D.,O.o60•G41AAN¢m 42'L1/6'- - SIEEI WASHER o 24-c 1tfEE .°. t STEEL WASHER a zs'n o �•/' , 3/16Y TAPCONS XL '� � .' . W/2 1/2'1Gn r/ ��. s/16R0 2A 1/2"Ar ------- �s� �o _ /PEKE T10N - e 24' rI 24, (2)2-W OR (x)2',4•oR .�� - _..?�.'� 2',8•CONT. I WOOD HEADER ^��.! - WOOD HEADER %. /�^� (a)2'.a'oR - " Olt REWIREDI REQUIRED WOW HEADIR - Wow. REOUIRED W0�1�4R J EDGE OF fRp•OPENING 1 L "{ N EcZINC ._I MOPNR plyK !I N = EXISTING Doo EXISTING' �p.. Z , -'M� iB�roNo 1 f)09{TR GLASS ° "1 W GLAEXISS __ Alm I W� � 1 _ O ! (BEYOND)j �;- GLASS u (z)2,4'OR w.. ®oRfE3' W W r (2)2'u6' 'I SEPARATION Bf19fOR W G (2)2',4 OR 'W^v _ v • TO CLASS p' I Win. i (2 2•.4.OR COM.WOOD -� (SEE SDMU Op i _ )11 ) 3 OCwYAK16• SW m) p l � •�i 3 WOOD STW — �•' TO GLASS J 2 6 ow. _ - _ 1-.. roAR4u� � REOJ ,. - 1 t ---.... �i e 1D.C. .- - T (S� 3 :or O.c. (SEE SMUMI al 0 �Fa 6 O. 1 SQRIIRE 04 = ZD)J2' ;- SCHEDULE ANCHORS �¢" .fir M_ HAM.94ET 20 .i 514II m) a (SEE SNEEF 20 I _ a. HEEL m) t (SEE SHEIT 20) FW 'S '- I. �1'+SHEET 21 To GLASSI rwe"mrSNIET 20) }` O/9 (2)2',4'ORSEE ANCHORS O/8 SEE9Eu FLASH0/13 ED (2)2',6' 1• SCHEDULECOWSEECHEW 'O - ._ STUD "'°°D41:ON SHEET 2t EDGE OF ON SHEET 21 BSRIO o 16 o ENMc • pEO. RREQUIRED. v-. i 1/P',1 1/2',0062' (SEE SHEET 1 E. , ORS COMT.ALUM.ANGLE 20) 1 ' 2',4,0062'•CONT. 'SC ED�ULE 6/18'•TAPCONS NL ALUM.ANGLE • ON SHEET 21 O/t1 , O�9S/16'A TAPCONS KL - It 2 1/..4" a 24'mc. 1 PEI2-M•011 rw 1 Y U F1NSH WMI.FNS H a 24' .o. OIBr•f. 2'.4'OR 2•x6'BOTTOM PLOISnNG WOOD COM.WOOD r'�'.t CONF.WDOD I 2,4'OR 2•DECK OR BOTTOM PUCE EXISTING WOOD aDTT011 pIATE EISTING WOOD CONT.WOOD ; ,A EXISTMG WOOD REOU1iF) , ..CONCRETE SLAB REWIRED � 1( DECK OR RED _ HATE is DECK OR .(SEE SNEE REQUIRED. (SEE SHEET 20) /' \ CONCRETE SUB SEE SHEET 20) j. 'L011CRf�IE SLAB REQUIRED -.- REQUIRED. RSLAB -1� - t•' B REQUIRED. ( - REOUIRED. _ (SEE SHEET 20) - /8, EDGE. - --- - ,. - - APPUG0BfQ -EDGE. IF APPUMLE) WALL MOUNTING WALL MOUNTING BUILD•OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1y11 `jj N.T.S. `` �I^I) `` FLORMA BUILDING CODE(Non High Velocity Hurricane Zone) A i O 2020 TLTECO MIC Ii9 ?y�? \GENq `�9'� Nautilus IPA BY. _ `� / .• R61HIR9�l�4 as/4/mzI No.4416 IL EC O Iwa EXPERT SHUTTER SERVICES INC. q.-z-� -_— ntElr�W0 a ERowap�NNo6pCOMPANY rJ �~IO :P�1~1a�IN'.ti MPFEFn-Ivi„R 666 S.W. WHRYORE DRIVE 20-064 = o'• STATE Of :�— % .�.R BR.�,eoa m,n PORT ST.LUCE•FL 34954 r •L�/r d-ODIR719 IX01Q:1R00)TaFRYSi rAxr[]f])efl-p•o 0RAW9M M '��.C`•' F�0 R1D' ••�•! WIILTDI A.tn . �... SEAL/SIGNATURE/DATE Rom Ile.ur/Lr K167 PX_ WA Il-4a• SKEET a W M AFAFFFIII f l l 11 111111AA41 --VA.ED. - POURED CONCRETE_ _ OORNcCREU BUT LS F.t I)OR O O°R'J) ( P0ltllm ••. I OR J) _ __.Yia[a.. OR :j COME , - (w SC{iEDtlt£S ON (SEE S6TFDI1lFg ON cCOMMIX ROLrt �-•- : (O EDI E oN POURED /� (SEEOEDUIEs CROUP CONCRETE SHEETS 17 t IB) SHEETS 17 Ik I6) COMOWE■= SHFEFS 17 t 18) GROUT u o-- - {�E i SHEETS 17 t 1E - BLOCK `% BLOCK 2.730- � CONCRETE BOOR 0{ o.c. ..A 1 OE OR! 2.5w 3..52• 2• OR' t E1' -2 z MkL D a I OR,)e•suP ED. 1/2%lie !p' 0 4'o.c. - t/2'.1/4' D 0 4,-oc (LUSH MOUNT (W Ili\\ oR'� a1P OR 1/a'SUP of i ►' OD SECTION W STORY 9AQC \\ TRAPPED MOUNT —SrM BARS MLD-OUT MOUNT SECTION P—P (AN) SECTIONS O-0 (PLAN) BUILD-OUT MOUNT sulc 3/,c•_ INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS G.DR,G1 ��- - - .. ©OR-, cF (F - 2-7S0' 0 4'o.c. L A i e r O.C. 0 4'.o.c. r A ,/i`. v4 OR SL �'/�O OR 1/8-SUP D - •,/2*.7i•" 1/2+ ,—/.• SECTION 0'-0' (PLAN) 0R 1/O-SUP OR,/O-SUP - -:f/•- ,/2= ,—>+• ORIENTATION #1 D D D OR t/8 SUP OR,/e sw D WALL MOUNT END MULLION SECTION 0-0 (PLAN) SECTION 0ON (PAN) SECTION R—R (P eN) SECTION R'—R' (PLAN) H,* ORIENTATION �1 ORIENTATION /2 ORIENTATIONS 1 k 2 WALL MOUNT END MULLION WALL MOUNT END YUWON # # ORIENTATION #2 -- WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTER R YUWON A < 0 4'o.c A. —�— INSTALLATION DETAILS INTO MULLIONS G.G1. G2 i (2) 2'x4'OLI OR /A•SUP '/SUP z"x6-sruDC) ' - , 5'(2) 2"a<4"OR :- (SEE SHEET 20LEI' I'2"x6" STUDS- 1) ALTERNATIVELY TO HO, A ���I(SEE SHEET 20) r- (SEE i&EDULE MIN. 110/D?" Y�4"0-20x3/4" $.$. M�.oN sTIFFT 21) SECTION O —0 (PLANMIN. 1/2' W� VUT MAY BE USED . +PLYWOOD FOR THIS CONNECTIONORIENTATION #P WALL MOUNT END A INTERIOR MULLION 6. OR 1/8-SUP O 0 4'o.c. D• ,/2.i/a• �`I�'IIIIM:� K n 1N ELORIDA BUILDING CODE (Nm High Velocity 9urricona Zone) OF,/B-SUP �, �j FLUSH MOUNT (WALL) - •• �• mr otuWM m: YUILD-OUT MOUNT ����Q� VCENs�l�9'; ox�oluErnwc iraQtj�us M.P. SECTIONS 0'-0' (PLAN) _ No.4416 � IL C O INe. aou91ysn9a..shReWOR, ah/2mo �` TIUJT^�6ONC A ENo1NCERINO coYP EXPERT SHUTTER SERVICES INC. ut< *.F' —nR 110.A Rh—1.rdlx CMOO6 n.J+1y "B S.W.WNRMORE DRIVE INSTALLATION DETAILS INTO EXISTING WOOD BOIL.[1 ' S STATE OF :'� f ,m oa' .gym—Wm'c "" PON ST. LUOE,FL 34W 20-064 SQ4E:,/t' ,' �. ;••4C/� G-0006719 IxOxL OLIO 7.f-yOII.fAi:(>n)Rl�+p DRANINS M. WILTER A TRIrt k-P.E 'y •�\ /SIGWLTURE/DATE MRID�ua/u,m r�, 5NE[i 8 OF 7f q����Tq 11111111UIIt4`+` 4 1/2"Min. EJ)-- 3" 4 1/2' Min.E.D FOR 3/8.0 CALK-IN ANCHORS (4) 3/8.0 CALK-IN ANCHORS OR �-- -3'Min. E.D. - -•-3'Min. E.D. FOR 1/4"0 SOLID-SET ANCHORS (4) i/4"0 SOLID-SET ANCHORS DR 4'MIn. E.D.- —4'Min. E.D FOR WOIfB91X BOLT TZ fJ�ANSKN ANCHORS (4) 3/8"0 KOK DOLT TZ EXPANSION ANGERS OR (4) ANCHORS• PER �.- -3 1/0- Min.E.D.--i �•3 1/8' Min. E.D.- f--FOR 5/16.0 TAPCON XL ANCHORS , (4) SJ16"i TAPCON XL ANCHORS_1._ ys'._1•_ SEE.TAKE 2 ON STORM BAR N SHEET 23 { EDGE OF SLAB 5/16"0 TAPCONS XL W/ f / (Typ. TOP do BOTTOM) 2 1/4•Min.EMBEDMENT 1 F n -IF APPLICABLE STEEL wasriF�06 z+o'.c. i•` O K EXIQ80R 2• 4' 2"x2"xl/8"x0'-5" (6063-T6 ALLOY) POURED CONCRETE 0 2" ` ® - POURED CONCRETE -- - I - ALUMINUM ANGLE EA. SIDE W/ (Fc=3 KC)5'min. �. - (/'c-3 Ksi) 5'min. 2' THICK REQUIRED g - S/16.0 TAPCONS XL THICK REQUIRED -^—SC T/4'To STORM ITN UILOEX TEK ' - WJ 2 1/4'Min. SCREWS 70 STORM BAR BK EMBEDMENT_h j, • -.. 5• _._. (Typ. TOP a BOTTOM) 1"O.D.YO.D60 GALV. STEEL WASHER o I n i' SECTION S-S I I 24'o.c. II 1 801 It MAOHINE S RiFN FULLY EMBMM IMO/ 10R ANCIKRR Box \ , WIN Min. n20NE - 1-31 DETAILA fl II I I X 1/4-0-20 OR 3/8"0-16 MACHINE SCR£VYS USED JOINTLY WJ 2"Min.FOR II - ` •T t SEE STEP 3 ON SHEEP 14 FOR SPEC0IL a , WIND'ZONE-�?I 1--- i 7 TREATMENT FOR WWI ZONES 5 TxRU 3 Td' -- - '-• 1/4'0 x 3/4"SWO-SET OR 3/8'0TDGEr: I 1/4"CAL(-IN ANCHORS N 4 II a 1"Min. FOR 1 1 RESPECTIVELY SHALL BE LEFT TOCETFIER W/ANCHORS AT THE TIME _ .-_-_- _: • —�— W WIND ZONE--a I STORM BARS ARE REMOVED. (SEE DET. A). N I: SIEPAPA1nTTON To i i'' o I Ii (2)ANCHORS*PER 1 GLASS0 - I STORM BAR CONNECTION, (SEE SCHEDULES ONI `=" i A ' 2'Min.FOR T ) II. - 11�: SEE TABLE 3 ON SHEET 23 0 j - o WIND ZONE-1 (Typ.TOP&BOTTOM) n SFEETS 18 h T8) I : W 4 - L_ :— w o II I If V i ..-. ?: - (2) 3/6'0 CALK-RI ANCHORS OR y T II1 x a SEPMMinTT. TO I' (2) 1/4.0 SOLID-SET ANCHORS OR .I"- -4. _ GABS 1 _ (2) 3/8.0 KINK BOLT TZ EXPANSION __ w :K• I I !• ;D; (SEE SCHEDULES ON' -• .A ANCHORS OR 1•; . u I 1 SHEETS 15 ati 18) I' (2)5/16.0 TAPCOK XL ANCHORS 1 1 `� GEXISTI LLASSNG I� I K I E7nEwR 2. 2"x2'xi/8'xO'-5' (6063-T6 ALLOT) DI15181C--b^ 1 2- ® ALUMINUM ANGLE EA.51DE W/ GLASS a ' S1 - p: 81 - -(2) 1/4'0-14x3/4" DW uILDEX TEK n III li' (1 P TOP/wllgl)j r (nP.1OP/BOTrDIQ S- SCREWS 10 STORM BAR it I a �i I ( (Typ. TOP B EIOITOM) ® ItIl.. - - ® ® - SECTION S1-S1 Ow TT1p/BS (M-TOP/BDTRIM)OTTCM)p II - �_ T 2 1/f 6' 4"Min. e 1 li r— 1 POURED CONCRETE MIN..E.D -' ED_— °'- 1 1/2"0 1/2'0.062"xCONT_ALUM. II I ® (C-3 ksi) 5' min. 5/16'0 TAPCONS XL W/ ANGLE W/5/16"0 TAPCONS XL W/ 1 - _ THICK REQUIRED 2 1/4-Min. EMBEDMENT 0 24•o.c. 2 1/4"Min.EMBEDMENT 0 24• o.c. EDGE OF SLAB' POUREV CONCWM s •_EDGE OF SLAB/ WALL MOUNTING IF APPLICABLE Sf mnS.7NICK R®b I IF APPLICABLE `` ((�Iw��`34 FLORIDA BU4.DING CODE(Non High V.1—ity 8wricon Zone) �1/2"Min. E.D. = 4 1/2'Min. E.D.-+—FOR 3/8"0 CALK-N ANCHORS �� ......,,• ij 02020 TILTECO INC. fir- • BRAWN BY: 3'Min. E.O. --3'Min. E.D.-----i--FOR 1/1"0 SQLID-SR ANCHORS •'�I�ENSF•;/�Q��; r._._ Nai(jf=j�j$ M.P. —4'Min.E.D. --- '-- 4'Min. E-O- FOR 3/8'0 KWX BOLT R L7XPNTSK)LF S j s`` RoHtmJ S6N}(*ISyrrdm 06/e/202o —1;�--•�•-4.- -3 1/B'Min. E.D. -3• 1/8' Min. E.D-{--FOR 5/16.0 TAP ON XL ANCHD& No.44167 `i cam.-cam-- f I` E C �~c EXPERT SHUTTER SERVICES INC. �h nun TESTING! COMPANY sm u.a e n.sm.row°-.' r+- ssi.l 668 S.W.wWA10RE wXNE 20-064 FLOOR TO CEILING I TRAPPED AND WALL MOUNTING:STORM BAR (K 09, STATE OF i� �Y !-�2D ""'._.,,,t PORT ST.NCR:,M TfgBl SECTIONS V 0 ' `COR1�P °Lo»141 rAc tTTb m wfl M1LMN A TlilE t.P.C. loons n.r rO� Yt SrLr-3/1C r Y �i���• '_•.... ^���.E. SEA{,/SIGMTURE/DNTE NaRaN U./M161 mn-a+ 91EfT a OF OjAFEIIIIIHF1gU1p -'Min.E.D. Min. E.D:- -- FOR (1)3/4"o KWIK BOLT TZ EXPANSION .._r ANCHORS O ENO AND INTERIOR MULLIONS - 1 1/Y• ©&©(ORIENT TION 11)AND END I MULLIONS©& GG (ORIENTATION 02) I FOR (2)3/4-0 KWIK BOLT TZ EXPANSION 1 © r ----9-Min. E.D. __ I 4• Min. E.D. ANCHORS O INTERIOR MUWON® -7 (ORIENTATION J2). ., 1 a' EDGE OF SIAB T-'T --j T-1 mGE OF SU8 3-x3•xl/2"x0•-6• �.Fxi� IF APFLGE t I I',I: 1/I I I IF APPLICABLE 6061-T6 ALLOY 1..•.,j i Jl- i. 1�\` Alum.ANGLE EA. SIDE W/ (2) 3/4"0 BOLTS '-I 1 1 (6061-T6 ALLOY) Alum. TO MUWON�G POURED CONCRETE I� -- - ANGLE EA SIDE W/ (2) ---� (1)3/4'0 KWIK BOLT TZ - ----- -} (f•c = 3 kxi Min.) I 3" e 3/4.0 THRU BOLTS TO __ 11/t' EXPANSION ANCHOR ; 1 1/2' 8- Min.THICK REO'D. tl T MULLION Go& (1) 3/4-0 �--- ---) W/6' Min. EMBEDMENT --• EO -� EO KWIK BOLT TZ EXPANSION 1 I/Y TO POURED CONCRETE .--r- ANCHOR W/ 6' Min. .- i. (Typ. TOP & BOTTOM) EMBEDMENT TO POURED 6"- !j I CONCRETE (Typ. TOP & 4" IX BOTTOM) EXISTING-`�' I GLASS " SECTION XI-XI WJ G! ; ALTERNATIVE SECTION X1-X1 WJ!Gi* o r Mm. I- •'G 'OR G 1 (END &, INTERIOR-MULLIONS LEND & INTERIOR MULLION) ORIENTATION /! 1) 'W/ ORIENTATION 4 2. (6"x4") (,Vx6-) NN — z a t 3'x3"x5/2'x0•-b' �•-4 1.`t-f2- 1 1/2' 1 1M 1 1/2y (I jj (6D61-T6 ALLOY) 2- S- S-� N tl _ L^ n I I'u Alum. ANGLE EA. SIDE W/ — EXfFRIDR (2) 3/4'o THRU BOLTS ' 3" f o TO MUWON®& - - >• 3• t+- ® ` j ® (1) 3/4"0 KNK BOLT TZ 4 G). Z _ t IG1t t 2z o ! I EXPANSION ANCHOR N Q/8 or ..- ` -- I Q/8 or W/ 6' Min.EMBEDMENT To ; !+ - i-- POURED CONCRETE(Typ. l 4- I + 4- EXTERIOR s� R/8 or a R/8 or TOP &BOTTOM) R-/8 R"/8 / L I �•DOEi�! I _ a!tIIff ;� I SVt. i L••� I _ 1 ® � I i — - X1 X1 - 11%2- 3-xrxT/2•x0'-8-(0061-T6 ALLOY) 3-x35t1/2 n0'-8"(Wei-To ALLOY) Off.10P/>3 m"'P. (IV.TOP/60TION 2)) a - .- Alum.ANGLE EA SIDE W/ 3/4"0 Alum.AN"EA. SIDE W/A2)3/4'0 H �,. EQ. 1 1/2" THRU BOLTS TO MUWGN d & (1) TFRU KYFIISBOLTMUL DLPAI•ISI&(2) -- --� - 3/4'0 KWIK BOLT TZ EXPANSION -2'--2"- ANCHOR W/ 6-Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO II 1 3- POURED CONCRETE (Typ. TOP & POURED CONCRETE(Typ. TOP It tl 1 ° r-- 7" , SECTION X1-X1 W/ 'Gti* BOTTOM) BOTTOM) POURED CONCRETE (1'c= 3 W Min.) END- & INTERIOR MULLIO .(-END t�l(ULLION ONLY) INTERIOR MULLION O.LY) I I I 8-Min. THICK RED'D. EDGE OF SLAB _W_ORIENTATION L.1 ALTERNATIVES SECTION X1-X1 W/ 1 # EDGE of swe. ) jIF APPUCMILE (8"x4") ._W ORIENTATION_.2� IF AT4S E FOR (2)3/4"0 KWIK BOLT TZ EXPANSION _.___— __ _- __�__--___.- (4%8") ------ 7-Min E.D. 1 •' Min. E.D. ANCHORS 0 INTERIOR MULLC IN (ORIENTATION J2). (• SIDE RAIL DA)AND BOX NOT SHOWN FOR CLARITY j - 5'Min.E.D. 9' Min. E.D. — -0R (1) 314.0 KWIK BOLT TZ EXPA.NS ��� L- ANCHORS 0 END AND INTERIOR Yynwr FLORIDA BUILDING CARE (Non High Velocity Hurricane Zone) ©&®(ORIE ATON J 1 & nCC /J•iii a Zw 7UELo tNG • ** oatwx er: END MULLION GT (ORIENTATIpv 52.•'\LENS 'd,Q'� Nautilus MP- FLOORTOCEILMITRAPPEDMIDIUNTIM:MUWONS tG;OFi ti RoIIWg�cHsrSyatron ro/s/zazo SECTIONS W-1 N0.¢41 ( Y = =r��= -_ % 1 L E C O INC. `.\ DATE WELT TI t ENgNEE-I�MNI Og1PANT EXPERT SHUTTER SERVICES INC. :- =-s,�-_ —' _. - uss w: P n°i�s'0°w.`io'•-.'T r-tw+aau. OW&W-WHITuOW ORIVF 20-064 PM END BI INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* '* sTaTE o '�U� •-^ -00WRPlxdn � s- 1 rK M en-row ulMx7eG No q �<u g u-Oef16T,o SG1lE: t/8'= t' 'y0,c' FCOR10 •r WALTEA A TILJT&.P.E. • \ .�SEAL/SICNATURE/OATE FLORIDA Lk.1 44147 DA o-w. SKEET 10 OF ri 'AA'fq fiLllit\t\ttttt\ Ida.EA• Ift EA. 4) ANCHORS _- - -( 3'113'Kt/2•A'-4" ~:--'1•--I (SEE SCHEDULE /1) ommm/I).- �g y�DIKE/11 (60O7-T6 ALLOY) O SET MAXIMUM©(INTEMOR)k®(END k INrEHOR)TRAPPED MOUNTED WAL10 6 0 SUB 3• um. ANGLE Ek 1 SPAN COVERED BY SCHEDULE IV FOR 1NSTA"TOR CASES 1.M R E ON SHEET WSWF w m"Jo TIE SIDE W/(2) 1/2'0 3' 25. ( THRU BOLTS (LIMITED LOAD.MULLION SPACING AND SPA!INSTALLATION): {\\ i ` vy—1 ` I 1 I TO MULLION©1 ASPILLIVION OISE 1 -RESIDEMNL AND COMMERCIAL APP CAMNS WITH t60A 1 - t[i} 4'EO� .1 t I p.&f.MA%IYUM AS.D.DESIGN PRESSURE RATING. 11 �✓ ( 1 I 12'-D•MAXIMUM MUUM SPACNG. li 3.. 13 POURED CONCRETE 3•13-xl/4-x0'-0' 1 1 ;1 I SEE SCHEDULES 11 k(2 FOR AWRIOHAL SPECS. n 1 (f'c-3 ksi Min), (6061-T6 ALLOY) p SEE SCHEDULE/1 Al— ANGLE Ek Sly 1/2' G� I U- EJ(1�R rbDaAM OLg Io-RESIDEf MAXIMUM All°S.D. DESIGN AP'Pl1GIT10N W/.60.6- n W/(2) 1/2•#THIN --= MAzrluu AS.D. DESpTN KITING.B•-0' I DOLTS TO MULLION© 1 1%2- •I III MAYUDM MULLION SPAMw16. SEE SCHEDULES)1 s F2 FOR ADDITIDNAL SPECS. II III ALTERNATIVE SECTION X1-X1 W/��# I R6GLU@Yd Ow -COWAEROAL APPl1CATEIN FOR t1oaO p.af.MNWAtIY AS.D. GLASS I. L 11/2' DESIGN PRESSURE RATING.B'-O'MAXIMUM MIJUJM Z Min.I (4'z6' INTERIOR MUWON ONLY W/ORIENTATION f 2) t IIr SPACING.SEE scNEExILFs(1 I /2 FOR ALxmD1NAL �^ rt' •FOR G1 S( p I I 3-z3'xl/4'x0'-8- _ # I (6061-76 ALLOY) + ALTERNATIVE SECTION XI-Xi W/91) I Alm. ANGLE EA. SIDE_0 7HRU 3- o Ij BOLTS TD) �2M ® ® (4"x8' INTERIOR AND END MULLION W/ ORIENTATION 1) Ix a I L I, SCHEDULE ff aoQ/$ OE -- Q/8 OE I' j I IX MN.SLAB MIN.EDGE c y R/8 of r ; R/8 OE (a)�C��- I �s ON T��S ANCHOR TYPE h sRE(M.TOP!YDTMW) DISTANCE FOR jj, R'/8 II 1 R'/8 (SEE SCHEDULE(!1) !3/9'#HN.n INC HUS-H SCREW k 3/6'x POWER FASTENER, 3� I' 1 1/2' 'WEDGE -BOLT MR©&®(INTER""MULLIONS ) 2 1/2' s 7/2' R / j p II • _ -....- �..- .-. # I a /2'1 WM INC HIS-H SCREW k 1/2"0 POWER FASTENER ® 1 ALTERNATIVE SECTION X1-X1 W/P- I? III !WWOR OR FOR®( ORIENTATION (END h MIEROR)MtALON 3' I 6-- {( sHAD WC KNTK BOLT TZ ONLY FOR©Q®INTEWOR�— TaP naN)i. (i ;� xi (4 xr INTERIOR MUWON ONLY W/ ORIENTATION f 2) I uLLDNS w/a6ENTAnDN/2)r 0(00 MULLM w/ 2 I/t- a t/r ITIP (TYP.TOP/931TOM) ENTADON/1). u _ 3,xrxI/4•xo'-I- 4- 1/2-x N67I INC HUSH SCREW k 1/2-%PDwER FASTENER II ( (6p61-TB ALlDY)Aum. ..L_. {{{IW♦DCEr-I ANCHOR FOR G k®(EMI DR INTERIOR i J' G n T 3• ANGLE EA SIDE W/(2) _ l 1'i --- -- p1LULON)w/OPot7rtAnoNs aA/2 A 1/2"# fiOLYs TO Q' _ e 2 11/2 0 1pL71 INC KWIK BOLT Tz ONLY FOR©AR�INTERIORI 1 _ F MULAONu ALIAIJONIS W/oR�NTATION/2)k 0(ERD M W/ 3 1/4' 7 1/2' 1! N 1 KEDGE OF SIAB B-B-EUERIOR R 6' 1/2'1 HLTI INC HUS-H SCREW OR I/2Y ROM FASTEINER( I I G 1;- BOLT ANCHOR SEE•NOTE ON SCHMULLlb'ON .-L-'. L 1 IF APPLICABLE SHEET aVALID FOR ENDk INIERgR k EA( SLAB Min. E.O. _j Yin. E.D. I lW/ORIENTATIONS II OR I2, I IFAPPLIG&E- (SEE SCHEDULE I{m) -(SEE SCHEDULE 11) (4)ANCHORS POURED CONCRETE (SEE SCHEDULE tl) �✓ - - I't SCHEDULE#_ (f'c=3 ksi Min.). 1 MIN.SLAM ML Y� ' SEE SCHEDULE /1. 1 1/z' �I 4'—r-' 3*-- INS AU THICKNESS 1 ANCHOR TYPE t SIZE(TYP.TOP t IOTNOM) INN.ANCHOR a TENT O'SE4 ALTERNATIVE SECTION XI-XI W1 # RE°'°' AwcEow !.L�1 4' 6/8'1 HLTI INC HUS-N SCREW✓k H/e'/POWER FASTENER' 2 ,/2' 7 t/2' FLOOR TO CEILING)TRAPPED MOUNTING:MULLIONS i,G)OR It 1) w1DGE�0LT ANCHOR. SECTIONS W-1 (4'x8' INFERIOR AND END MULLION ONLY W/ ORIENTATION 1) FLORIDA BUILDING CODE (Non Elgh Velocity HMTIimm Zone) 0 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION*�� °Rt�°INC. �'�e�iXfY��S °""w" YP. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING I" '9 !` aDnLny sewaLFrs>.,Iaa DS DATE D � _ '� ECOIMt. DATE SC&E: Ile= I' = Np.44167 ' -� s 11Lur IESTING Ax ENCIREERING LbMPAUK EXPERT SHUTTER SERVICES INC. *- i//eFJ K.�. a.u m.—4®t n atF4 6Or S.W.wHTMORE DI IVE 20-064 (xn]twt-Lan.rm:(]0.3)Ir1-Ain PORT ST.Luca.FL 342" *. .Tl a-mW:tin�c 0m 11-- ORAwINc No • SIDE RAIL�D AND BOX NOT p STATE OF = CA-OOD071R ^�0 7u;�'r4 Nm)s71 a»o SHOWN FOR CLARITY l 9'• _ _ MALFLDOMM Lk 1 44167E u 1l W R Sl LT 1OA OF 26 _ - ---- ------- - ?.�,r•.FLOR1flP• \�� SEAL/SIGNATURE/DATE `lNNIN /ONA,L-�%xV uNe EDGE IF APPLICABLE 2"xMULL10N DEPTHx1/8'Cont. _ \ ..ALUM. TUBE (TOP h BOTTOM) W/ 1/4'0.3/4'RW BUILDEX TEX SCREWS 7 3/4" 5/16"e TAPCONS XL W/2 1/4' (°/ 1'O.D.x0.080"GALVANIZED STEELMIN. E.D. 2 1/6" Min, EMBEDMENT O 24'o.c.Min.ED WASHER.D 24'o.c. EDGE IF APPLICABLE _4• _ EDGE IF APPLICABLE CONTINUQ6 POURED 7 3/4"Min. E.D. l — 7^ CONCRETE(fc-3 Id 0) 10' 8"Min.THICK REVOL ♦' -----^`T� r-7 3/4"Min. E.D. Em or I POURED CONCRETE - ----- - - m (f'c = 3 ksi Min.) I POURED CONCRETE On. ED. ED:-ED.-' I 8" Min. THICK REO'D. i~ ! (i'c = 3 k°I Min.) a^D(TFRIOR o N 4' I t 8' Min. THICK REWD. 5� ) I EXTERIOR �N DOOR+GI,' -�l I 2„_ --- - tGlO � Y - - R 4" G TOR G1 0/8 Of it Q�8 OE 7 3/4'Mil.EbC - Y I 7 3/4'9M. F�.._ 2' . R/8 OE n �I I2�8 01 _ d.__ _ _ 4"x4-x3/8' N R��B �1 R, 8 .L—.— —— •1 41um xANGLE EA 1510E.�`OV) , (6o61-T6 ALLOY 0 -_ 7 ®� J EDGE P APRxE Alum.ANGLE EA)SIDE. o W pBy���B IRn�I ! (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/GC1 ld OR * ALTERNATIVE SECTION X2-X2 W/'G�OR_ am 1 I � t_Pp)ALSO INSTALLED TRAPPED MOUNTED (�a N I PER SECTION R'-R' ON SHEET 8.) (END do INTERIOR MU ION fSN-P- do INTERIOR MULLION) W 1j16"\ 'W: ORIEN)ATION_ +ll�ORIENTATIONS 2; Min. E.o � t t/2'xl 1/z'xD.oez'xcONT. ALUM. (6"x4' or 8"x4' (4'x6' or 4"x8') 7 3/4- - ANGLE W/ 1/4'4x3/4- ITW BUILDEX MIN. E.D. TEK SCREWS Ui 24' o.c. TO TUBE. • SIDE RAIL(P)NOT SHOWN FOR CLARITY 7" CONTINUOUS POURED CONCRETE(Pc=3 ksi Mn.) I 7- 10' -- 8' Min.THICK REM ("P' /wacki) 1 1/2" '--- --- - .11 1/2• ("P.TOP/BD(IOII) 7 3/4- 4'x4"x3/8%O'-10'(8061-T6 ALLOY) Alum. ANGLE MIN. E.D. EQ --EQ- EA. SIDE W/ (2)3/4.0 THRU BOLTS TO MULLION W (2) 3 n. BEDWIK BOLT O EXPANSION ANCHOR FLORIDA BUILDING CODE (Non High Veiocity Hunicone Zone) W/5"Min. EMBEDMENT TO POURED CONCR )�{• f f( WALL. (TYP.TOP do BOTTOM). ��� /)•r�i O 2r x°TLTIW INC. gyp, • oxavl+6v: EDGE(F APPLICABLE Nautilus _WALL MOUNTING:MULLIONS (Gj OR(�a1i � �_ _ cam•__ AmnbwS7i•ller POURED CONCRETE ALL = ND.441 i iL ECORpe. ','•s """ o°/eozo TINa [RmN¢We10 eoMPANr EXPERT SHUTTER SERVICES INC. DATE TILLn TE3 SECTION W-2 =*; * �y� 1 exW lsn. �yv. °°°&W.WHmatE VRW 20-064 END&INTERIOR WALL MOUNTED MULLION INSTALLATION PDR7 sr.`"`C ti"'°` a STATE 0 rF / 'G_ 1°'O" nc�x 2a soes.r4x(m1 n1 aw owWiNc Nu SCALE: 1/8'= 1- .C'• F�ORIO`• ', p44TU"TE "R� /44067 ..�..w sHcrr 11 or 2. RC'' •..... �. ,�AA7�41 b u w 1 1111111``` 1/4#x3/4"111Y BUNDEX TEK SCREWS EDGE IF APPLJCABLEI EDGE IF APPLICABLE- 2"xMULIJON DEPTHxI/8"Cont. W/ 1.0.0.4-060'GALVANIZED STEEL i T ALUM. TUBE (TOP&BOTTOM) W WASHER 6 24'O.C. •a- \\•�` \ - EDGE IF APPLICABLE �-—^! ` _4• 2 1/2• -5/16-0 TAPCONS XL W/ 2 1/4 7 t/2'Min. E.D. 1� Min, E.D Min. EMBEDMENT O 24"o.c. _ ---•- `_�'• MILIED i ( 7 1/2"Min. E.D. _i 2 _-• 1_1 I/4"... - - _ 1 --- POURED CONCRETE ' (f'c 3 ksi Min_)_. POURED CONCRETE \ I EXIQIIOR 3 1/2' r I \ / (f'c 3 ksi Min.) f 8" Min. 7TNICKNESS 6" Min. THICKNESS I i REO'D. — ,, _ d REQb. — _�_ _ I 1 i {G FOR CONTINUOUS POURED . E0—EQ.- I EWD CAP * L= 4' + - r— w t/2 CONCRETE(fe=3 kd*4 I 7 1/2'Min E M 2Y. T 1 ?� Min. E.D.6"Min. AIICOX(N S$ _._._ /2"Min. E.D. _. y6 -4` 4'x4"x1/4" ! 4'x4'x1/4"(W 611-TB ALLOY) REO'D. I _ 7 (6061-T6 ALLOY) _.- —T - XI1nn.ANGLE EA.SIDE. 3N OR G1 EDGE IF APPLICABLE) Alum. ANGLE EA. SIDE. I EDGE 1F APPLICABLE a� I ZN i I I EAE>itOR ALTERNATIVE SECTION X2-X2 WM OR rG1> * ALTERNATIVE SECTION X2-X2 W/ G1'* zo NT-RIOR MULLION (END &. INTERIOR-MULLIONS) ® N I 'W..or QRIENTATION.z-2 W`.ORIWAMN z 1' a o :i ` I R/ {4`x6" or 4`x8 j -- --_ - —�(8`x4") R/8 Or ° R'/8 I I R•/8 j SEE MAXIMUM©(INTERIOR) &(a(END & INTERIOR) WALLI _ _ ov" MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & R' ON SHEET 25 m txlsnroc n ' I D?8E ALSO INSTALLED TRAPPED (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): M GLASS j I MOUNTED PER SECTION R'-R' ON SHEET 6. X I I ) I INSMLUUION CASE r - RESIDENTIAL AND COMMERCIAL 2 1/2"`. APPLICATIONS WITH *60.8 p.s.f. Min. E.D \ 1 1/2"x1 1/2"x0.DG2"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE ANGLE W/ 1/410x3/4'ITW BUILDEX ( RATING, 12'-0- MAXIMUM MULLION MIN. E.D. TEK SCREWS O 24' ox, TO TUBE. � SPACING. VALID FOR CONNECTION TO f ` T-I? CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. INSfAUATK)N CASE IC - COMMERCIAL APPLICATION FOR t 100.0, X2 i — - x2 ps.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 0d) t V+' l ft>P.1aF/e°rtox) MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO j T. CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. j 7 1/2•- 091"INUOLIS POURED _4Wxl/4""x0'-6'(6D61-T6 ALLOY)Alum.ANGLE MIN. E.U. CONCRETE(rc=3'0— EQ-"EQ' EA. SIDE W/(2) 1/2'e THRU BOLTS TO MULLION Mn.) 6'Min.THICINESS\ &(2) 1/2.0 KWIK BOLT TZ EXPANSION ANCHOR _ \- ET) �• SIDE RAIL NOT SHOWN FOR CLARITY y�E()'D, W/3 1/4'Min. EMBEDMENT TO POUR CONCRETE � WALL. (TYP.TOP& BOTTOM). c41HI� — EDGE IF APPLICABLE `��d I't•T/ i� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS CG)OR CGt 02CI20 TILTELD INC. s• oRA120 sT: POUREI3CONCRETEWALL VCENS�. •.9% 8 1I tIllIS SECTION W-2RoTTiagSbfef[erSysEe2n oc/e/an2o N0.44167 'f_�== � a j IIL, E C O iNc. �� VATE QEND&INTERIOR WALL MOUNTED MULLION INSTALLATION * __ — TTLUT T�EpS.TMNG s ENG NEER NG CO IPANT EXPERT SHUTTER SERVICES INC. STATE rF j•° �"�, ~An. ryexn-'•,6L o'.�-«M�„1,A,w "S S.W.1VNI1ul1RE DRIVE 20-064 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING OBIS CA-DO06719 PaRr� �E.��� qlG -(WD)70-.it WALiEN A�4 A dr.FF. P.E. SE /SNE/DE m�, w� m^• W1.11A f2cSCALE: 1/8'=1' 4eT I/lfllllllttl•• �q-Ifn. -. .-.g•�,ED-- =0R (1)3/4-0 KWIK BOLT EXPANSION 2-�— _ ANCHORS O END MULLION3"x3-x1/2-x0'-4- (ORIENTATIONS/1 & /2). (6061-T6 ALLOY)Alum. 1 I 1 2 t ANGLE EA SIDE W/(2) ( . - FOR (2)3/4'0 KW OR MUBOLT TZ E(PANSION 3/4-r THRU BOLTS TO --Q•Min.E0.•- 4-Min, E.D. i ANCHORS O MITEMULLIONN . _1 r MULLION &(1) 3/4-r ' (ORIENTATION �2). KWIK BOLT TZ EXPANSION I i ANCHOR W/6'Min. EDGE OF STAB - _EDGE OF SISB EMBEDMENT TO POURED IF APPLICABLE I I ! i I 1? IF APPUCO&E CONCRETE(Typ.TOP& t BOTTOM) 7" 1� l l; 'POURED CONCRETE (f'c= 3 k+i Min.) tI 8'Min. THICK REO'D. R 1 I II 3' II n T 2' 2' .. EXISTING�; ..4- GLASS „ SECTION)LI-X3 w/ 2 W ,- � oN n } t 1/2' 1 t/Y {END MULL10N NL ps F „ QIi _ _ 4- (NT/ ORIENTATION -1• T _4• a u (7%4, y N 11 El 3" 3" II j ® II LL to w I. �� ® ".3 1/2' ".3 1/2' �. (TF.i0P/BOR071j� ! M?.TOP/&JTIOY) 3-x3-x1/2-x0'-Y(6061-T£ ALL" 3'x3"xij2"rc0'-7"(6Q6T-T6 ALLOY) Alum. ANGLE EA. SIDE W/ 21 3-14"2 Alum.ANGLE EA SIDE W/(2j 3/4"[ p THRU BOLTS TO MUL'ION Z,& THRU BOLTS TO MULLION(I @ 1 POURED CONCRETE (1) 3/4 0 KWIK BOLT TZ EXPANSICid (2) 3/4'0 KWIK BOLT TZ EXPANSION p (f'c = 3 ksi Min.) ANCHOR W/5"Min. EMBEOME14T TO ANCHOR W/6"Min. EMBEDMENT TO 3- 8- Min, THICK REQ'L. POURED CCNCRETE (Typ. TOP & POURED CONCRETE (Typ.TOP& n 1 f BOTTOM) BOTTOM) 1 ' jEND__MUL ION.ONY (INTERIOR MULLION_ONLY) ALTERNATIVE SECTIONS X3-X3 W1 $ ETh:E O:SLAB ' I EDGE OF AP_S ` — . ' �V,' ORIENTATION " 2 IF APPLICABLE IF APPLICABLE „, FOR (2) 3/4"0 KW;K BOLT TZ EXPANSION 4�X7 J NCHO A Min. E.D.---� 9"P.:ir. E.C. -- RS O INTERIOR MULLION�,^i, `"- - - NCHOTAT:DII � a SIDE RAIL C AND BOX NOT SHOWN FOR '- FOR (1) 3/4-0 KWIK BOLT I�tllb411Wy�AA ANCHORS O END fAULUON 1f 1( FLORIDA BUILDING CODE (Hon High Yeloci(y 7urricane Zonu) � .. {OR(ORIENTATIONS{{, ♦i#2);�P �,, :.. d �i C 2D2G TTDEcO Tic. D D6Aw1 IT; FLOOR TO CEILING l TRAPPED MIDUNTING:MULLION _�``sP ��CEhs- ... ' Nautilus M.P. �=y, `-- �� R4rlllny33aNetS 06/8/2010 SECTION W 3 No.4416 ;;_� �L E�°.®Ipc. DATE ER NG GDNPANr EXPERT SHUTTER SERVICES INC. Taw TESTING&ENmNE • ���._.` p a s .�,- „ iu:m 665 S.W.WHITMORE DRNE 20-064 o'• STATE OF ;��a/ PORT ST,LUCIE,FL 34/!4 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION " =9' �. °-��T� '. PNONF UOD Ta a6e...a mEl ORAWlNG ND Dc "10 RIO. .� _ 1 TFP.A TILUI.n.P.E. SNTrT 12 OF 26 SCALE: 1 6-= 2' �i�COS '•......••' C?`,D E. STp1/SIGNATURE/DATE TtORa4 c-6 44T57 ao v.a.. nlnlalnTtNt 0SEE MAXIMUM IQ (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. COVERED 13Y SCHEDULE 1 b' FOR INSTALLATION CASES L fa k U EDGE OF_StAB 1`(SFJ:sCtfEDIX.E!1)_ --SEE SCHEDULE}t)-EDGE OF SLAB ON SHEET 25. IF. J -rt APN.IGBIE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSfAL1ATI0N CASE 1 - RESIDENTIAL AND COMMERCIAL APPLICATIONS t` WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN n 3'x3k1/4'xo'-7'. , 1'�,0 1. PRESSURE RATING, 12'-0' MAXIMUM n 3• � POURED CONCRETE :- - ..i (BO6t-T6 ALLOY) ._.� MULLION SPACING. j (f c-3 kfi Min-). Num.ANME EA SIDE i SEE SCHEDULE #1 FOR ADDITIONAL SPECS. SEE SCHEDULE 11 w/(2) 1/2.0 THRLI rBOLTS 10 MULUON® � n INSTALLATION CASE k - RESIDENTIAL AND COMMERCIAL APPUCATION W/ f60.8 p.s.f. MAXIMUM A.S.D. DESIGN 2' cam PRESSURE RATING, 8'-0" MAXIMUM MULLION 5 II i I i 4SPACING. CLAS '3 11n' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. yy Min. - I_ ....E I ,G3' _1 t/Y p6TALLATION 045E II - COMMERCIAL APPLICATION FOR ±100.0 P.S.f. a (? I 7-....__ MAXIMUM A.S.D. DESIGN PRESSURE RATING. EXTERIOR (4) ANCHORS 8'-0' MAXIMUM MULLION SPACING. SEE it II (SEE SCHEDULE #1) hu ;I •.i i _ _ SCHEDULE u1 FOR ADDITIONAL SPECS. ! � r , u r ALTERNATIVE SECTION X3-X3 W/ QT/S i. Q/8 W' ORIENTATION r-2 SCHEDULE #1 a ; (2"0' INTERIOR MUWON ONLY) -Y—� Sag YIN.EDGE Z cA f I, INSTALLATION D,,, MHO OP & BOTTOM) EMBEDYrrRT I ___ to R 1HIGCNFSSN^--TYPE & SIZE DISTANCE FOR 7 m _ _ _ ___ REWD. I ANCHOR (a SIDE RAIL AND BOX NOT SWM /a'f Him INC m s-H FOR CLARITY. t 4. RELY, 2 1/2' ._.� 3/B'f POWER FASTENER i 5 1/2' p g _ — BOLT/WCHOR X 0 I, X3 /27 HILTI INC KWAK I 5 1/Y (TYP TDP/Botrohu w 1W/smTmq is 4 BOLT T2 2 t/z" I, O R POURED CONCRETE ld 6' 1/U 1Z�n INC KN1K 1/4' ! 7 1/2' x _ 1 i - 1 3' (f c=3 W Min.), II t' R SEE SCHEDULE /1 jj(( F STAB •I' I '• I EDGE O EDGE OF STAB _ IF APPLMABIEI IF APPLICABLE Nin. E.D. Min. E.D. (SEE SCHEDULE fl)— '(SEE SCHEDULE p1)� FLOOR TO CEILING f TRAPPED MOUNTING:MULLIONS(0) SECTION W-3 Itl11�UIjfRA FLORIDA BUILDING CODE (Non H-ph Yebeily 6urricone Zone) A l/( A/i O?DP 7RiEC0 NC. a OMYIIf ST: Nautilus \\CENSF •.9 BoIIfussuYers�,mn os�e� u INTERIOR TRAPPED MOUNTED MULLION INSTALLATION - %Wt T I L EHC O cMEc. i PERT SHUTTER SERVICES INC. GATE _ No. APPLICABLE TO A LIMITED LOAD MUWON SPAN AND MULLION SPACING INPALLATIX=%�,w it`•: F •�' � ' � 'mol: " fL" "Meow BMW 4N2EF0f-1?0A 6Of4 RR-41a1— FO ST.LUCIE.FL 34904 ouva M s SCALE: 1/8' -STATE OF CA0006719 PamwVAL. 7 01 WALTER A 44'P-F � o DATE ILMDA L: /J.,7 59.. LORU � N LODE IF APPLICABLE 2"XMULUON DEP7Hx1/8"ConL �•\ - ALUM. TUBE (TOP k BOTTOM)W, 1/4-Ox3/4'TfW BUILDEX TEK SCREWS 5/16'0 TAPCONS XL Wr 2 1/4 W/1'O.D.xO.080'GALVANIZED STEEL 7 S/4' 1 E.D Min. EMBEDMENT O 24 04 j Wry O 24'o.c. w'LIL EDGE IF APPLICABLE, �.._.. T _ ! 1 1 ( 7 3/4"Min. E.D. - _ �i21 2 CONfINUDUS POUND 7- CONCRETE(('c=3 1w Mn) 10. % 8' Min. THICK REO'D. II POURED CONCRETE { (f'c = 3 ksi Min.) - -- _ CAP l 8' Min. THICK REQ'D 7 3/4" -.. _ I2" NOTCH WEBMin. E.D. (TYP. TOP/BOTTOM) . -EQ.- { _. -. 1.__... 4• F { 7 3/4"Min. E.D. - `— 4'x4'x3/8' (6061-T6 ALLOY) Al...ANGLE EA SIDE. N u Min. II In EXIS71NC,�e f' D:(WALL MOUNTED SHOWN, MAY BE xg GLASS u i { ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE- { PER SECTION Q'-Q' ON SHEET 8. o G2 — = WIMR SECTION X444 W! '} N EN &NTTERIOR_MU ON zo w u { ® ;W: ORIENTAWN k 2l s N Q-/g a Q'/S (4'x77 M:;/E o\ \ 1 t/2'x1 1/2'xO.062'xCONT. ALUM. rs SIDE l ul 6 NOT SHOWN FOR CLARRY z 7 3/4" ANGLE W/ 1/4'Ox3/4" iTW BUILDEX --- ---- MIN. E.D. z r= TEK SCREWS 0 24' o.c. TO TUBE. 7- CONTINUOUS POURED--- {. CONCRETE(f'c-3 MLI*L) I TO' hh 8"Min TWCK REOTL 7" q I i X4 _ i [1YP.T(8/80nM) 1 1/2" -_-.- - 1 1/2' (IYP.1D➢/80TKAI) 7 3/4- MIN. E.D. .. - / 61 OToUL EO—EO FA V W/(2) /44'i THRU ALLOY) MuLUO 1 til' pLe,,. FLORIDA BUILDING CODE (Non High Velocity Hunicone Zone) 4" _ @ (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHQLi!' '� ••. - W/ 5' Min. EMBEDMENT TO POURED CONCR P�'••' t/ 020f0 riTEtio MC. /ppW/pp °/q °� PT= EDG:IF APPLICABLE WALL. (TYP. TOP � BOTTOM). .• �,\CEN, �••••9�� lydll tl�llS M.P. WALL MOUNTING=MULLION �+�7 N0.441 ,� — l L E�qoc ��q �/TEPOURED CONCRETE WALL =k: * TKLIT Y[SIlm•ENmlm,N°cow ± ExPERT SHUTTER SERVICES INC. SECTION W-4 o: STATE P S.W.OK uaE°R ouRrv[� 20-064 "W..(ee)10-0s.FAX On)87.o . 1,1010 Nn END&INTERIOR WALL MOUNTED MULLION INSTALLATION i°�`�c !2oR�z.'' ``:` MALTM .T N71I PE �� / s SEX SK:NATUREJDIATE FLOMI)k U.0 44167 m n.ar axexr 13 nP n SCALE: 1/8'=1' //i S10N L L%�.• / IIIIIHIL 1 EDGE IF APPLICABLE-1 EDGE IF APPLICABLE- Q'WULLION DEPTHxt/8-Gon1 L-MUM. TUBE (TOP&BOTTOM)W/ 1/4`00/4-RM BUILDDC TEK SCIXIVS 1 3/16.0 TAPCONS XL W/2 1/4' W/1'O.D.x0.060'GALVANIZED STEEL Win. EMBEDMENT O 24'o.c. MASHER O 24•o.c. 4 �,EA 4 3/8' No.6O �-.-__-. _ NIN. E.D. CONTINUOUS POURED t. CONOZETE(fe-3 k i fin.) �) 2' 3 1/4' 8"tin. THICKNESS 1����. RE0'D. , 2" FXIETm 1k ELD.\\\\\\\\\\\\ \< I END CAP 4 3/8"Min.EA. I CONIIhR10L1S P'OlM- CONCREfE(fc-3 16 W.) C 8"Min. THICKNESS I�hfn. I T n REQ'D. n f ..-413S.; EDCF IF APPLICABLE J Cit Z= SECTION X4-X4 W/ :Gl o IINTERIOR MULLION) I -- (WALL MOUNTED SHOWN. MAY _W:_ ORIENTATION o$ EXISTING i; I D BE ALSO INSTALLED TRAPPED GLASS MOUNTED PER SECTION 0'-Q' (2-x7") n II I ON SHEET 8.) Aa ox Dam SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN W COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & SOW ► Fl�y�/82.1 IT' ON SHEET 25 (LIMITED LOAD• MULLION SPACING AND SPAN INSTALLATION)INSTALATION CASE I' - RESIDENTIAL AND COMMERCIAL Min'�E.0\ t/2"x0.062`xCONT. ALUM. APPLICATIONS WITH t60.8 p_s.f. 4 3/8' -- - ' ANGLE W/1/4"00/4" ITW BUILDEX ( MAXIMUM A.S.D. DESIGN PRESSURE MiN. E.D. — -- TEK SCREWS ® 24' o.c. TO TUBE. RATING. 12'-0" MAXIMUM MULLION I I ® SPACING. VALID FOR CONNECTION TO 1 --- CONCRETE W/ HILT] INC HUS-H OR X4 I X4 POWER FASTENERS WEDGE-BOLT I ( .TOP7LOTDY)3 1/2" I (m.trrAmtaJ i ANCHORS. I Y Ih6imw G4SE IP - COMMERCIAL APPUCATION FOR t100.01 C_ L' fA p.s.f- MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8' (2) 3/8'0 KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO W/ 2'M6n. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. I WALL (TYP-TOP& BOTTOM). EDGE If APPLICARE CDNONUOUS POURED 14 SIDE RAIL DQ NOT SHOWN FOR CLARITY CONCRETE(T'c=3 Id Mo-) 16191111 ������C^�,-" f 8'Min. THICKNESS REVD. ` . "4[/,�'iG FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING:MULLION air o mm TILMO IND. a PRAM0 er: ` °0 POURED CONCRETE WALL ;���; 'y�CENSF '9 Nautilus Y.P. SECTION W-4 = ItoHWgSbvlisT N0.4416 oc AM Q INTERIOR WALL MOUNTED MULLION INSTALLATION - / I L E C O G . aATE EXPERT SHUTTER SERVICES INC. nWT IESTNa t ENGINEEAINa CX)YPANY �' STATE OF em xx'""�.a..am rc.w c.mn^",. ees S.M.MHDY011E 0AM 20-064 .�/ i n-,. cxu7ni-,.n.rx. tm>aT,-,s�• (POSITm) Sr.LUG[.FL.sssst APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INekl-A'GI6�RI8P. �`�' `-^°'E DD5719 ®°°°'".•m•• °"'"'-0"° as Mrc N. U-0006T19 \ MALIEN A nLla b.P.E. � �'•� �� � scuE t/e = 1 ''%ii S/ONAL� � NFP.E. SEAL/MGNATUREFftTE FLORIDA Lk.f 44+67 0— s1¢rIa4OF26 TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP 1:OBTAIN JOB SITE'S A.SJ3.DESIGN PRESSURE RATING(p.s.L)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#Z SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia. lb & Ib') THRU IC ON SHEET 16 TO DETERMINE,BASED ON AN 112' SE 13ASED ON CHART Ic ON SHEET 1S. IT SHALL BE MEASURED FROM BACK SLAT SLIP(m),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.sl);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L'I. 2.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12'.V OR 7),AND DETERMINE MAXIMUM M L N SP (HEIGHn W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(Q,G! &(0).MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPPEOLOR WALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION T jYPE(Q, ,, & i ). LmAx THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 11T SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S_D.DESIGN PRESSURE RATING. I.MINIMUM SEPARATION 70 GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART le,ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&VW ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23.WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MAN13ATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&28 W!A.S.Q.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,IT.V OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART le,ON SHEET 16,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN &0), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10.t0A 11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILSAT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING PPED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(©, ®&fg). 3.ENTER TABLES 2 OR 3 ON SHEET 23.WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS 7SLTRUCTURES. DURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND AME STRUCTURES. STORM BAR SPACING. ``aVL[I�I t1171 i��� FLORIDA BUILDING CODE (Non$iqh VWocily Hurricon• Zone) .0. .,......,• Jy.' 020"TUEC0 INC. • GM11N•Y: ;��. \LENS .•9 liiautilus No.4416 __/ -- IL E C O iMc. EXPERT SHUTTER SERVICES {NC. DATE 'rA.�! Tim 7Esnmo&ENGIME[Rdo COMP\ •1F//C i am M..m.•.•,.m w.�rA�ma,n nu. "0&W.WNrnoRE ONn 20-064 WT.:<swl•n-,sso.ro:taslm-�s�� FM ST.LUCIL,FL 34M ORAMNO Ne STATE OF :w` ,-ma:u�•••m�«• ,C CA-It rw•n..s•c(xr4 a� ,e••., C0RIDP •fit r `fit ur°1�I oi` ...+«. Neer i4 or 26 �i FS G!4?E.SM/SIGNATURE/IMTE ruHrmuTUTa SLAT PERFORMANCE CHARTS Ia. Ib, Ib' & IC: (ONLY VALID FOR 12"SLIP) FORA GIVEN A.S.D.DESIGN PRESSURE RATING(p.9.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O RTnRM BARS CHART IML CHART Ib CHART Ib' CHART IC IUE YWYW VA A EIEMM POS IK AND►LBWK ASS.LAID 3B"P11C1MK BOLT 3 ANCHOR 5116•e TAPCON XL ANCHOR 5/16"e TAPCON XL ANCHOR USE 1Ni1"POWK ASD.LOAD VALM POURED CONCRETE TO PGIRIEO CONCr.EIE TO GROUr FILLED MI COw, IT BLOCK 11AX MAX. SLAT SPAN MAX SLAT SPAN MAX.,1�SLAT SPAN REOUTRED MIN.SEPARATION TO GLASS ABA 'L�. (FT) "LI&' (F1) •LMAK.' (FT) MEASURED TO BACK OF SLAT (in) � 1RAPPFD &1�i�1DN-1m RNL tRI M IRIRD-GUr BURR-= Wa 1RMRD amp-GUl RA11NO 1101M1 11otM1 s€ a MDUNr W/® 11011N1 YDURI L rt lyL Wurt w/ Wun raBar lr�/ W/0 STORY 91IRS W S1Oiai 811s as ImQ* RRE R1QR* • >a torts► Q No12s? s¢NW6* a�€9!® wIES* =roO s 6 RURs* Jr.d�f• ac NolEs• OW ZM lwo zar8 wNo ZONE (PdI RI11E.9! RDRs# � 1-3 4 1-3 4 0 20-0• 1 -4 20'-0- 20'-O' 20'-O' 13'-4' 20'-D' tr-0' iD�4' lr-O•_ 15'-r I. 14 1/2' a- 7' . . _ _ _ _ ;O 20'-W 1r_3" 2W-O* 18'-0_ 20'-r IW-.W lr-0' 1r-3- 2r-W 1D'-Or tr-3• 14-r' 1' 14 t/2' _ a _Y 40A _20-0' 1r-2• W'-T 16'-6' 20'-0- 14'�' tY-t' 14'-t0•__ tr-71`_ 14'-0' 14'-f0• 12•-r' _ 1- 14 1/2- -,6.0 --2D'-•Or 1r-O' lr-0' 153_- 20'-� _14 Y ir-0' 13'-C 1Y-4' 14=' 73'-9' �lZ'-0' 1`-- 14 1/2- DOA 2d-O' 14710" tr-9' 14'-2- 19'-1' 1r-1• 14-10' 12'-10' 1_r-2' 1S'-t' tY-9• lt'-0 t' 14 1/2' a' -T !A0 20'-W 14--r 1S-r 13'-_4- 17'-Y ,r-r 13'-11' 1Y-T- 1Y-0 12'-4_' Ir-0'_ 10'-r 1- 14 1/2 a' T '1 - �0.0 trams- tr-r 74'-r 12'-7• i6'-9' 11'-D• 13'-r 11_-6' - -14'-r 11'-r _71'-4' ld-0' 1` 14� -a" T sum 1r-k• tr-11• 11'-tl" 15'-9' 11'-9' 1r-3' tr-11` 13'-4' _ 11'-0" tr-10• r-a' 1' _14' r 7• 7010__ 17'-4' 12'-1' 1r-3' 11•-4' 15-' _10�-a' 11'-f0• 1r-41 12'-9- 10•-6' 10'-4' 9'-0' Y 13 1 r 7' _7i0. 1tr-a• �r-r >Is'-r ,0'-,0' 14'-3' 1C-o' 11'-4' r-11" 12'-0' 10•-D- 9'-Iw r-fa• 1 �' 13 M0 15'-9• 11'-0' tp'-0' 10-5 13'-7• r-r 1r-10' r-r 11•-7* 9•-r 9'-31 r-r r tr e- r_-- - -- --1� ts•-0- io`-a' 1r-r to•-o• >is-o• �-r �o'=s• _a'�_ ,,._2. y:�: g.-0.-- --r_3. i._ 13, e. _7,; ttD.o is•=r _to'=-' n•-r --a'-r.= tr-a� "r=tr 1o'=r r-„- io'=9- - r-tlr _e'-,r _ s•-D' - ._r` � si/2- a: ----r 11af1 1r�• r-a' tar-r . r-4- 1s�-o- -s•-e' - ir-e Lr-7' 10'-4' e•-r a•-s- 7'-r r 1z t a: r tmn ir-r r=i� so'-s'" tr-11 -ii=a' e-4- r-D- s'-a iD'-o' ar-a- a`=s� Y a' 1. - 1.2' Ir -7' �106A _t2�2' r_r 1Lt-1' aF 0 - ,-' r-o' r r �-r r-a' r-o`- '-a o" Y-+ -�•_ t t i r e'-s lr-it' r-ltl' ��'-iC T-tY C=3' Y-tOr..-- -7=V' Y-r _ 1• tt t/r __-Ir -T 116.0 11'-1' _ r-6'- 9'-a'__ --r-4' 10'-7• T-!•_ _ S'�•_ 7'-r 9'4• Y-E- 7'--9' ..7'•-0' t• 17 1 _ 14L10 'tar-r r-1' 9�3' a-2' f02 7'-0• i•-8- 7-{' B'-n' 7=9 7'-5• r-10'_ 1• 11' 12U tr-2'- --Y-O' r-w 7-7T ..7C-0• T-2 _. Y`2' - 7_3•- 6;-6' Y 71• 6' 7; - - - — - - 130A r-1C' _.Y-41' r-r t"-9' _ _9'-9' T-0' r-o- T-r 8•_5• 7•-0' - 7,-2•-- a•-a• -- 1•- 10 1/r ... .6'-. . 13TLA r-Y T-2'_._ e-13' 7-7^ r-r r-1r Y-11Y i'-1"- _W-2-" 1r-10' r-W t'-w t- _to Il-r i' 7 1409 a-i• r n• s-T- r-b• -s'-1 - Y-e• r-i1' IV — e—tC s-i' i' 0 s' iY 140A -B-1r -2. r_3. 11-111• _ - fz -10• _ i' t0' {� T 1D00 r-s- _ r-o• 7-r. - . 71 .. tIt1A0 -o' _ LIE _ * NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS '.7 do 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING, i 111L11S1W, ,,e�'1�+G.1,;� t((•-_�i FIAPoDA BUILDING CODE (Hon High Velocity Hurricone Zone) 2_ REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH .��Q�,.' ( v% 9a9m mTECD INC. • DRAWN B.:.3/L3's KWDC ROIT 3 ANCHOR OR S/irG TAPCONANCNOR Irrc _ �: \LENS 9 Nautilus NA• POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR F �_ WITH 1/4-1 TEK SCREWS AT MULLIONS CONNECTION, VALID FOR No.44167 ;k- -- j/ 1(. E C O INC. �� L�urL�3nRwr3ysrom 06�DM c030 WALL MOUNTED, TRAPPED MOUNTED. AND BUILD-OUT MOUNTED. _*; * Thin TESTING a ENGINEERING COwANT EXPERT SHUTTER SERVICES INC. AY5 R sh am.xNaM•AMM n y,A "B S.W.WHRNDRE DRD'E _-p r.s.,tws7p,-,m-.-:lsFatm-+ml 20-064 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE STATE OF >a�..00l.�a., PORT sr.uxR,FL s4RRa VAAWINCI N. DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. :9p F p �� CA 6719 �1Rm1 74R-f6%•PAc b»I er,�Ew .e •., t ORID BOLTER A nun A.P.E. wFs �.Qip.E.sEAL/s-ATORE/-- FWROA 1x.(44167 , ..n-rs • s1Es.T 1s a n 4f� 5• •G1 A' f F �rTL011N0111tN MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE,W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL.A.S.D.DESIGN PRESSURE RATING 8t SLAT SPAN RANGE t WALL MOUNT SLAT SPAN RANGE 0'-4't > 4'-5't > 5'-6'1 > 8'-7't >7'-V 1 >9'-12't > 12'-16't 16'-20't 9" >s• 9" 9" 9" 9. L t-689= Ir91 9• - - 9. -D• 7" 5 5/8'9• 9" or S" 9• 55/8 b_ SLAT t NDTF, r6 1JY 5 5/8' SPAN MAX. SLAT SPAN FOR A GIVEN 9= p. 6. 8" - [---� PRESSRE.D.RA71GIGN SHALL 1-140 g• , � B `• • �g EXCEED MIA)C. SLAT _ SPAN INDICATED ON SLAT t-te9 9" e' 9' 7• 7• — SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. t SLAT SPIN RANGE wW a'-V t > C-5•t >W-C t > 6•-7't > 7'-9't >9'-12't > tr-ir t > to-w t VAK s 30.0 9' 9' 9' 9" 9. 9" 9" - >37-40 - 1M1-9D 9• 9' 9' 9' 9' 1r _7 1/2" 9" 9' 9' it - - - >121-140 9' 9' 9" 7- - 7 >141-160 9' 9• 8" 8' BUILD-OUT MOUNT VAX DP.AS SLAT SPAN RANGE P�BE C-4 i >a-V t > s'-6't >6'-7't >7'-9't >9'-tr t > tr-t6't > I0'2D't WVIE E E@9 1 E E E@ E3 E E @E s 30.o p• 9• g• g' 9' 9" 9" a' 9' 9" 9' 9" 9' 9" 9" 9' 9' 9' _ 9' _ 9' 7 3/4 7' 7' 5 5/8 >31-40 y 9' 9'_. _-_or -._9._ ___9 9" 9'_ 9" 9" 9" 9' 9' 9' _ 9" 9' _9' 9' 7' 7" 6" 5 5/8" 5 5/_8' 5.5/8 >4t-00 p• 9" 9' gr 9' 9. 9"-_ _r 9' g" 9" 9- _ 9' p• 9" 7 1/2 7 11 6' 5_5/8 5 518 5 5/B 5 5/8' 5 5/6' - >st-!9 9• - 9' 9' 9'— .9 it - a 8 8' 9. 9' 9' -B p�_.�'. 5 5— 5 S 5 5/8 5 5/8 5 5 - - - . - >et-t06 9' a' 9'-__ 9•_-,_ 9' 9' 9"_ -_9'- 9' 8_" B' 8 1J2 8.3_/4_'8 3/4' S SJ8 5 5 5 5 5 5/8 - - - - - - - - -- - - >to9-tAp 9' 9' 9' a' 9' a' 9' 9' 8' 8' 8' 6 1/2 8' e 5 S 5 5 - - - - >12t—too 9' a' 9" a' 9' 7 i 8' 8' 6 1J2 e" -8' B' S 3/8"3 S -8' 7• 7' S5 8 4 8 3 a 5 5 5 „Auttj tw ` FLORIDA BU'LDWC CODE (Non Hgh Velocity Huniwne Zone) ��•••••••.•.• .. Ji- 02VM 70)M NC. BRAWN bY_ -, autilus Y.P. �- RoIIln Shvtbr No.441 7 _ 1 L E C O ewe. �� 9 sysnm Df�i�2D )}•. * -1 _ TILLIT TESTING a ENCIMEERMG',bYPANT EXPERT SHUTTER SERVICES INC. -: P ".•san a.so-.s,vm✓Rams.n alu� 66B S.W.WHITYf1RE DWVE -G-• STATE 0 '= •/��''"''"'`"��'�� �'n••:;J0'1"n-'•,�. ':( "'_", PORt ST. LUCIE.FL 34M4 20-064 j e mail'.ldlamevat.can —E:(ODD)741 l .FAI:(772j WI-ONO DOAVaM Ne .-'/O R l0 c�J WiLTE A OOC iE/6 9r.P.E ma>m. .a7 a".A F - �\•t!. SEN4SICNATURE/DATE F1o30DA I:c f 44167 -1 SHEET Ic of 20 s� �,(/1111NII1111N1 . MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE WALL MOUNT A= SLAT SPAN RANGE oteq( 0'-4't > 4'-5't > 5'-6't > 6'-7't >7'-9't >9'-12'f > 12'-16't > I W-20 t 9MM�t0 � s iz0 8" B' 9" - 8' 8' - 8' 7 1/2' 5 1/2' _ —- - -- >4t♦9 8.... B' 8, .. Ir ... ._. .. _4� _3 3/4— t MOTE. >a�D 8` r it_ _ 8" 7' 4 1/2_" 3 31,C !! SLAT SPAN FOR A 108 6' 8' e' - B 1/2' S'vv /4' 3 3/4' -—-- �S ANSLAT— GIVEN AS D. DESIGN LOAD --- -- _ -— _ _._.— - --- _ _-- SHALL NEVER EXCEED MAX. IOs-t7D B• 8" 8' 6 1/2 4 1/214' -- -_—� SLAT SPAN INDICATED ON 121. 8" 7 1/2" B' 4 1%Y - 44' - — — SLAT PERFORMANCE CHART >t47-tE0 8" -- - 6" - 6'- - ..—.4' -- - 4" ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT ,S, SLAT SPAN RANGE t!�ttt t am 0'-4't > 4'-5't > 5'-6't > 6'-7't >7'-9.1 > 9'-12't > 12'-16'f > 16"-20't M1AE(P X(P4�) s 30.0 8' 6" 6' 6" 6' 6' 6" _ 5 1/2" >31-40 8• 6' b" 8' 8' 6' 5 1/2" 4 1/2' >41-60 aet-e0 _ .. �..-- 6. - e• __-_ _ 8` 8' 4' 4' - >81-108 -61- 6. - - 8" 6" --'4 3/4' 3.3/4'. . .-3.3/4--- - 10�t1m 5' _ _4' 3 3_/4'-- -- - 1 tzt-too S 3/4' 4"_ -3 3/4 3 3/4'_ - - ta-taz 5• 3 3/4' -3 3 4' - - - BUILD-OUT MOUNT SLAT SPAN IZUCE 0'-4't >4'-5't >B'-B't > 6'-7't > 7'-9't > C-12't > W-16't > 16'-20'f E E E E3 E �E E E 0 ;E s]OA 6' 6' b• 6' B" B• 6' 6" B" 6' d' 6" 6' e" 6' 6" 6' B' 3 1/2 5 1/2_' 4 1/2' 4" 4" 3 3/4" >3t-40 _8• 8� -�... ---r._ ..-�_ -r- --d,- - e, B,- --Ir 6� -6, - 6" ..._�-- •-.8,- B„ 5. _4' 4' 3 3/4" 3 3/4' 3 3/4' 3 3/4' 1N7-!D _ 8• 8'. B• -6,._- e,-- -B„ ._.fr _. .6' d 8' _8' _ 8_' 6` B' 6'_ -4' 4'_ 3 3/4_'3_3/4" 3 3/4' 3 3/4" -- -- >81-80 8• or -6•.. _-g" Ir ...Ir - -6' 8' S 1/2 ... B'_ _8' 5' _S' S' C 3 3/4"3 3/4'-- 3 3/4" 3 3/4" 1/ 4 1/ 3-- 3 3/4'3 J/4`3 3/4`3 3/4-.3 3/4' ✓ - _ -tom 6" 6' 8" 6' 8' 5 11r 5 3/4 5 3/4 4 1 4 1/ 4 1/ 3 3/4 3 3/4'3 3/4'3 3&" 12t-140 6' B' 8• S' S` 4' 4 3/4 4 J/4 3 3/4 3 3/4 3 3/4' 3 3/4' 4 t 4 1 141-180 8' 6' S" 4 1 2 4 1 3 3 4 3 3/4' 3 3/4' - FLORIDA 6U!LDING CODE(Non Sigh Ve!o:ity Hurricane 9.an j 020zo mtECO W— azerm e7: s< _ Nautilus R.P. No.4416 - i• / Ro S8utlar r*:•• _ �a� 1L E C®AMC. a DATE „u„,E�,„G E,,,�„Q,,,,, „�,, EXPERT SHUTTER SERVICES INC. •p'. "1" ss8 S.w.WWWORE 01hVE STATE OF 20-064 Z 9••. .((/ NmoF:ti1"mOed.rnm PORT S`. WCTE,FL 34984 ORAVAM IU O� '•.F/ORIOP : 'e t 0=719 nwE:(m)74h—.me("2)V-o4se �/ \��? L%1LTER A TILLR Jr.P.E. �••�"' �'•' h''9s`s/DIYALE E SF1L/SIONATURE/DAIE LOREa aster a4n•. 9REv n as Hfllt MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE W15/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D. DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT 6>�1 SLAT SPAN RANGE FW 0'-4't > 4'-S't > 5'-6't > 6'-7't >7'-0,t > 9'-12't > 12'-15't > 16'-20't R11� S IDAI 6' B' 6' 6' r 6' 6' 4 1/2- .. ---..--- --- -- --.—.. _ .— .. - .— f NOTE: >f7-iG •--8'- _ Jr j 7'_ _ 5 1 _ - - -_ MAX. SLAT SPAN FOR A _ --- --_ _._ .-_. `SPANT-1 GIVEN A.S.D. DESIGN a106710 - 6'• -- __7.1/2� _ ----B _--- 4 - - -- - PRESSURE ED MokX- SLAT SHALL Ir- b' - _ - - - S�INDICATED ON SLAT >747-7l0 7' 5' $ - - - - - j PERFORMANCE CHART ON SLAT SPAN DEFINITION I SHEET 15. TRAPPED MOUNT NIX AS& oe>tw1 SLAT SPAN RANGE PrAmew RNA 0'-4't > 4'-S't >5'-6't > 6'-7't > 7'-9't >/'-Ir t > 12'-1r t > 1`-m't RAID bka s 34O 6' 6' 6' B' 6' B' _ r >33-40 Ir Ir >41�0 6' 6' 6- 8' 6' 4 1/2' - - atlt-ID 6' 6' 6' 6• 5- 4 1/Y 6" 41 4 1/2' - >106-1ZD 6' 6' 5 1/2 4' 4 1/2' - - >121-610 6' 6' 4 1/2' 3 J_4' - - - Y141-1111111 6' S' 4v - BUILD-OUT MOUNT SLAT SPAN RANGE P ATE W-4't >4'-5't >W-0 t >d'->"t >7-9't > 9'-12't > 12'-16't > I6'-2o't RAC(pA6 E E E E EE1 'E3 E 'E3 E) s ao.o r 6' 6' r 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6- 5 1/2' 4- 4 1/2- - - - - >3t-47 r 6' 6' 6' d 6' or _ I' 6" 6' 6' r 6' 6' 6' 5 1/2'y'5' 4" 4' - - - a4t-M B' 6' 6' d• 6' 6' 3 1/2 5 1/_ 8' 6' 6' 6' 6' S 1/Z' 4 - -1 _ 3 3/4' - — — --- _ _ - - _ 5 1 5 1/2 5 1/ 4 1/2 S' 5. 4' 4- IC- -- - _ - - 3 3/4' - - - >61-/06 Ir 6' Ir _ 6' 6' 5 1_/2 5 1/2. 5 1 _ 4 1/2 3 3/4 3 3/4 - - >106-121 S. E' 6•` 6 1/2 5 1_ 4 1/2 4 1 4 1 3 3/4 - >121-ta 6' 6' 5 1/2 4' 4- 3 3 4 3 3/4 FLORIDA BUILDING COPE(Ilan X%h Vebc@y Hurricane Zom) caasaa,ECA INC. Nautilus 6,2 No.4416 c _' = J Rol7iayS8uHersyataon osp/moo - ITC O ttt�. \ a,E nun�csrwc t cwaaunuwa rnwvwr EXPERT SHUTTER SERVICES INC. i am...aa. a aoa row 6sa S.W.WHITMORE Dan[ 20-064 o'• STATE OF 'Q�v / +'liJ ^�: "+p^.r• I ,. vom sc uw tc n swu `: A" woven Sao 7 T.Lm.rw nr wsa owrnw H, D� R w om A nun m.v._ SE\L/m-TURE/DATE rtamn U.1"167 ..n-ar slaxr le or ss /IIIIIII1111oil SCHEDULE VC: Vx FORCES (Lb/FT)&Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) IAA1LIM S.D AS.D SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-2-0' RATING tvsf) Vx vx Vy vx Vy Vk Vy Vx � Vx Vy Vx vy S 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 -10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - - >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 - >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - - >141-160 781 320 1186 400 1322 480 1873 560 174-0 640 - - - - - - SLAT �SPAN� *NOTE, SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx d Vy VALUES. Vy SIDE RAIL.. V. 11 titt!llMy„ Vy �,, t/( -'�/ FLORIDA BUILDING CODE (Non High Vebcily Hurticane Zoro) JCENs '9 _ Nautilus °RAlp.a,_ s No.4411 =- Jio 9urbr y IL ECO.MC. TRLT TESTING a ENGINEERING GONPANI EXPERT SHUTTER SERVICES INC. NN.iNL >ti am.MPu aM®6 n.urw EE!SW.YYN1fY01S DRIVE w�ieN-„�,..�,prlRni-,xx, 20-064 q STATE OF •:��t? " .-mw:mo.w�oeEc. PNa a PORj FL-34054 to 0f'E rAh(rn!n/�I RNWNIN;No f••• u-000ano t O,< •AtORIO- \��}--- --- WALTER A.nu Jr.P.E. ... 3iy��`S+'• •.C^`,(t SEAL/SIGNATURE/DATE: rt.Gbw U�./441e7 aim is or n mmv /�/�nlenm�x�at SLAT PERFORMANCE CHART&I &ICl:(ONLY VALID FOR W-SLIP) SLAT PERFORMANCE CHART Hbl & IICI:(ONLY VALID FOR 1M•SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE A.S.D DESIGN PRESSURE RATING(p s SLAT FORAGIM MIWMUMA.SD.DESIGN PRESSURE RATING(p.aDAND PRODUCTMOUNT FORA GNENMAXMUM A.S.D.DESIGN PRESSURE RATING(p.&Q AND PRODUCT MOUNTCONDrIION FOR SLIP 116"AND PRODUCT MOUNTING TYPE FOR WOOD FRAMES WALLS CONDITION FOR INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS=STORM BARS PER DETAIL 2 BELOW Wl2-x4•STUDS.AS PER LIMITATIONS ON DETAIL 1 CHART Ib l CHART ICI CHART IIb 1 CHART IIC 1 m���mm m "ma ° NPOL ML&ff wm IaL WM�a 1D IaE IIrY IIYIE®�1 IaaE lime(n) USE 11Altltl PD(i mUK IIIIIIAllil 1�K WOOD GRADE DFSI011 dATi�off N W 5116VTAPCONXLA14CHM AS.LL IOAO 1MlE I11e1 1� 5l7B"0 TAPCON XL ANCHOR AaR IEMD 1fYlE a001rr ®sl A/b SONII BNLS ma. (pa.f.) tao IIYH as0 701E .&D MAX.SLAT SPAN TD q IOLWAS 707D �- RFAl1a1ED MAX.SUS SPAN ��ILL f0n�1 1,. A.S.D. hyyl'(fU ASD. .I���,. 1 ri A SOUTH72N PINE�2(G=OS_5) 60. 4'-5• 4'-5• DESIGN afCK M StAf(in) �� {a1A.•(R) - - —- --� — RATINO YOUNr �1Q(V le i/CALLW/O STORM BARS M L slag-m ww-aur W/O S(ORY�i ODUGUS-FIR-SOUM(G=0.46) _60 4'-5• 4'-5- ® ® SPRUCE PINE-FIR-SITH(G--0.35 60 a'-,5' 4'-5" {P's't-) IOIO• IAf7ie L1 & L70 1� Oea`llaa (p.e'i-) IQ■00� IO6� Im1s me o �a!•i 30.0 0 10'-0' 70'-O• f0'-0' t" 7 t af.0• 8'-3 8'-3 8'-' M.D•. .io'-0• -L0•-0• 70'-0• -1•- 7 i/2• 30•^ T-e• Y-B" T-a• 1: ..a 1 _. Yq Yfl 90A a• _Ifi•-0• 10•-O• f0•-O• t• 7 1%Y 40.0^� 'Y-T -.TAT.-. .-__7• -a 1 le 4sa�» fo-o• ,o-0• fo'�• r 7 ,/z eso d —ana•» fp o• ,r-o• 1f1-o• r , z- eoa ram• T-r r�s• ;_ -a T —- ..- -TnT7, (aA r-a' 7•-3• 7-J' _ _,• a�00 1C-(r 10-0• O•--0•' 1• 7 W.0 T-7• r-T T-3 I• 5 1 !E SUIT PERFORMANCE CHART IDl:,ONLY VAUD FOR 12•SLIP. I; �_o s I 1 • j 4 R WWI 1st OI I FORAGIVENIAAXMIM A.S.D.DESIGN PRESSURE RATING(p.s0 AND PRODUCT MOUNT 7i �•r� I I _ �. CONDMON FOR INSTALLATIONS,WO STORM MRS PER DETAIL 2 BELOW �t P{ CHART MbI CHART FHICS MAXIMUM A.S.D.DESIGN LOAD VS WODD GRADE SCHEDULE Eieec I VAW FOR DDUGIAS-iAt-9glIM(((s Q .• _1/z"PLYYPY.7 h$1 - - lIr FLYeJ3J A••E AM 111011VIIIE AM LAID sMAHER4 PAE p2(G-rasa) m ((�zj�z.4 WOOD snos m (z),->,�-WOOD STUDS USE 1l1111m (1vP.EACH 5DE.SEIOg t (Tr".EAOi SlIx BEYOND)T Br,6.0 TAPCON XL ANCHOR ASA(p.(.0 VWX SPaAE FM41R-BM(�) DETAIL 2(ELEVATION) WM Rat DMR&s-PII2-00(RN(G=.46) DETAIL I(ELEVATION) aA1 XA MAX SLAT( TD�aA$a1 TOTo twmL souBrat P 92{coo$) -- �L II=OF.sm 1PIA FOR SMMOW PVE#2(O=OM) - E --7" � low w .r V O 5701i1 dY(S �- J DIE ..>� eea tale flLLir f}IY OF1TIrOOIE M70S IOY iRIA H 3!L • ,r .. 14 ,r-o• ,• MAI ruo� ir-o•• fY-a• 17-d -. �.. --sy a h'4IE�s: er i -O• 1 _cr 72•-0• f• C 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR. SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. t: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF � ILjWpl�/1T EITHER SIDE OF OPENING SHALL BE 33'. ,``��e� ••..•• G' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane) INSTALLATION INTO WOOD FRAME STRUCTURlI P vGEN ��'% omso nTrra B(c mauf lu DRAW.eT: M.P. C •. I SBoltr No.414167 yyy ��� - — / ��, E�® erne. �;*9i•y'•LS,S.+ R .�A��*�.E. /iGG1��GG.r..A��'"�` a w m aDATE TILLn TEMIT10tENGINEEWNG COMPANY EXPERTSHUTTER SERVICESIdC. 6A"" "a S.W-WHITMORE DRIVE D�0;�064�.STATE OF air.bk aaw. m PORT ST.LUCIE.EL 34Sa s��:•'ZORIDP CA-000671y RA WILTER A TILUT Jr FC. sS rLORn>A u�. aa1o7 0N 'irTNHunanaT• MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE,WOOD GRADE.A.S.Q.DESIGN PRESSURE RATING(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) DESIGN SLAT SPAN RANGE DESIGN SLAT RAJIGE WOOD GRADE PRESSURE # WOOD GRADE RERATING 0 b 4*>i b 5' >S b C 4 b 7' >7 b Sr 4>it b 10 >Nf b R d-6'to 4'-3' -. 6' - 6' _ - S. —5. SOUTHERN PIKE#2 8" SOUTHERN MNE#2 _!�_ 8' 6' S. e' e" 4 3/4" 4" (G=9�5) 45 6" (G=0.55) _.45 --6" --Ir _6' 6 '_ 4 3 t/2" 50 6' 30 6' B" 8" 6' 4 3/4 3 1/2" __ _" __ 80 6• 60 6' 8' 5 3 4" 5 1 4' 3 3 4' 3"F-OUGLAS-FIR-SOUTH s 30.0 6" :)DUGLAS-FIR-SOUTH s SOA B-. _6" - 6" 6• - or Ai- _ 5" (G=0.45) --40 B' (G=0•46) 40 6" S. 6' 5 1/4' 5 1 4- 4 t 4' 4' Ply-F)R-SOUTH 5 30.0 6" SPRUCE PAS-FIR-SOUTH 5 30-0 6" 6" 8" 6' 6• 5 1/4' 4- G=0.36 (G=0.36) BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) DEsrrl SLAT SPAN RANGE WOOD GRADE PRESSURE D•-,'" >i-5` >S-' >5 7` >1-4¢ >sr-It. >1C-12' ,1 6•onaP vrE71WUFi w/E=otWr w/3�oRM =006 =TOUR w El uom w(Ea t=Mm trn£ IW[ t1IX9R G/:E9 v — rwNr Ea s 3D 0 E" 6' 6" 6" 6" 8' 6" 6' E" 6" _6' E' 4 1/2" 4 1/^c" ---- -- -- - —- --- _ .�2" SOUTHERN PINE#2 —� --_ _ .-— 45 _ 8"_ B' 6' _ 6' 6� 6" 5 1/2" _5 1/4' S" S' 4' 44" so 6' 6' 6" _ 6' 6' 6' 6" B" 5 1/4' 5 1/4' -G• 4: -- 50 g" 6• Ir g" g' 8' 5 3/4' S 3 4" 4' 4' 3' 3' - - DOUGIAS-FIR-SOUTH 5 30.0 6,_- S. S. 6" B' 8" 6. 6" 6' 6' 6' 8' 5" 5 (G=0.46 40 6' 6' 8' 8' 6' 6' S t/2' S t 2' S t 2' S 1 2' 4 i 2' 4 1 2' 4" 4' SPRUCE PK-RR-5 s 30.0 6" 6" 6" B' g" C. 6' 6" 6' 6' 5 1/4• 5" 4' 4" (G=0.36) \` SHII!lWjky4 FLORIDA BUILDING CODE(Non Ngh VeloCAY Hurricane Zone) MAX. FOR SLAT FOR `e�� ��\��,'lICC y ♦ WR 4 GIVEN P_S.D. DESIG!t js '.,� � C s zozo mmoo ac. ]� uil H em oa{e/�ozu PRESSURE RATIEIG SHALL - —�-��� % L• + Np(Eg. EXCEED MAX. SLAT P10. 41E *:?`f` ! IL ECG �>~c. EkPERT SHUTTEP, SERVICES INC. cA,E SPAN INDICATED ON SLAT slur r[s.1 `ENGRNEERRNa p04PAM PERFORMANCE CHARTS ON n p "* `""""""'""1p" """° 666 S.W. UCIE.IOL 34M4 20-064 STATE ",-:w»ar.-,n.ro:r asx„_„, roar sr.wac,r wee E f)F . ma:um xam. Rw�vac n. SHEET 20. =9p•. F CVTOVOSJ9 �(� r"'�.�' n'u°r+®,sro° C()FtIDA.'\a 4 OROA Lic I Mi616 YIMN 51NEr 2'Rr 76 �fi ss! ...:.-•- V``�:. SFAL/SIGtN1URE/DATE ///lIIIIIIIIIIINII i TABLE 1 MAX.ALLOWABLE STORM BAR SPAN(ft)FOR A GIVEN A.S.D. DESIGN LOAD(p.s.f.), &A GIVEN STORM BAR SPACING(ft)MIDMILIM '* AA-R& STORM BAR SPACING (FT) DES KW PRESSURE RlM 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' (POO _—.. --.__.. -- —_._______ 30.0 11'-0" 11'-0" 11'-0" 11'-0"-- 11'-0"- 11'-0 - i t'-0" i t'_0" 11'-0" 11'-0" ;1HI5 R13" 6 ONLY 1N= FOR W15TALLAMONS 350 11.4. 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" I V-0" 11'-0' 11'-0' 11'-0" W/ i OR MORE STORM BARS PER SHUTTER. 4" 11'-0' 111-0" i 1'-0' 11'-0" 11'-0' i t'-0" 11'-o" 11'-0" 11'-0' i t'-d` 45A 11'-0 11'-0" 11'-0" 11'-0' 1 i'-0" 11'-o" 11'-Q` 11'-0" 11'-0 11'-d SOD 11'-0" i 1'-0" 11'-0" I V-0" 11'-0` 1 i'-0" 11'-0' 11'-D' 11'-0 11'-0' • REGION IS ONLY VALID FOR INSTALLATIONS _--. _ -- -- —� -` '-8—....w. 11, i t 'W/ 2 OR MORE STORM BARS PER SHUTTER. W.D 11'-0 11'=0' - 11=0"- 11!0' 11'-0' 11'-0' 11'-0' 11'-O" 11'-W • - 65.00" 111--0' • - 70.0 11'-0" 11'-0" 1 i'-0' 11'-0' 1 i'-0' 111-W • 11'-Q' • - -_- _- - _ 11'-0' 11'-0" 11'-d" 11'-0' 11'-0' 11'-0' • - -- OD_011'-0` 11'-0' 11'-0' 11'-0' 10'-10" • - - OS"0 1 i'-0" 11'4" 11'-0" 11'-0' _11'-0" 11'-0' 11'-0' • - - - 80.0 11'-0' 11'-0' - --� - - > 0 1 t'-0` 11'-o' 11'-0" 11'--0' 11'-0" 11'-0` - - - - 100.0 11'-0" 11'-0" 11_-0" 11'-0' 11'-0' - - - - - 106.011'-O, - - - _ 110.0 111-0" 111-0' 111-0' 11'-0" 10'-10" - - - - 115.0 11'-0" 11'-0' 11'-Q' 11'-0" - - - - - - 12MO 11'-0" 11'-0' 11'-0' 11'-0" - - - - - - 125'.0 11'-0' i 1'--0" 1 t'-o" W-10" - - - - - - 130.0 11'-0' i t'-0' 11'-Q' - - - - - - - 135.0 11'-0' 11'-0" 11'-0' 140.0 11'-0" 11'-0' II'-0' - - - - - - - 146.0 - 150A i 1'-d" 11'-0" - - - - - - - - Wit ice' MEASURED IN BETWEEN CENTER LINES OF STORM BARS iN Tllkl ��. / F70PoDA BUILDING CODE (Non High 9elo6ty Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. � \ .••• �. C 2M TnTEco QC, naa�In: ------ --- _ _ -_- - - `�? \CFI :J��=y _ Nautilus M.P. No.441.7 ? IL E C O lac. \ Rafti:TgSbaKarSyaterT2 os/DATE G ,t * i`� EXPERT SHUTTER SERVICES INC. "LLIT TESTING f ENGINEERING rO PWY .!� ���.-+ cu,..un at R.Ta.tX•rA CMuxs."»Isa 668 S.M. UCIE,FL 3495DRIVE20-064 L 4: _ :(min-Iaz. PORT ST. ILCIE.FL Y19R4 STATE 0 :I2r.�asaaFaa NRUIuw Na S�p•. P � � - tw-GooeTr9 nIGRe teao)�u-wc.raw:[Tn>cnbaNn t:•. 10R10 —MR w Tun;r.P.E. ®" %CC�+�•....,... •�G\` - SEAL/SIGNA_-URE/W-F rLCRm uc./44Ic7 mn w sNEET z2 or 29 �llllllllll IIIIIIITT R I i g �� � �'<I<j<�<,«I<'1 II.I�I�I,I I I I'I I Illil III I�I �� e� �■ a �� � ��<<`<i«'<�<�i•1.1i 1;1�I'�1'•� ��I�.II I�I I Ii( I I O10 «<<�<',< 1 0 1'1'II.1 1 111 1 11 I-I I QJ <I<i<�<j«<;<•«:I:1 I;I'il 1 I I 1 I�111 � �Q 0. CIA I Q i Tr <•«i«C<t Y— Z yi O 5ra Z Mf <, °�<i<c<1<'<,<�<c`<:<;<I. I'1•t 1 1 I,I == 9E ;e 1 L con a tu 20 I I In 1 410ar I IL C p.q gCkCA s.<,s'<<i<l Alf I— 1 I t � ��4nunnw��aN" u b c<<<< q;ofqC�u'udu. j � m � ���� ����Il.r�liil�r<j<�<i<�<<;c,<•<��<;< o�o�m o�= 3 41 i a UQ O ICI j4 o144;4 I Z r �! `�I �E u c�lci:frolu g o n N w u o aq�<I<<I<<<;<< WI � � �r,1t 111�.<��,�' �l i��<•��,'�<It<I 1- C9 W Nr 6 a Nutt a Q n Iglq,ocico' i i '. \co cuZ �sn (� t c�t`�•cnSuucf �:�'�nuutw uu, i �$ �1 iAllrI ,;-!F}�gyp. 3 i o• �n `�'�5'o N �� gj414 w� ��,4.�.�4I4414.�t \ >n ►� u ,w u; u u v;o, o o ci u Wyd Iglar u LU Zy Z a c,r Uz mx� a�i �\c� LLLLLLLLl111 Q m � `to z ',y c�o v�. •-z W c$,ttc u tSl� J;ululu�c�u,u.uu ti td4i cgi qud. n�wLU c� O 999999994 44 5gggs 4sq 9�394�3gg �N R R i�f ale�'S'R�1��8iej$I8.8;8�'�iA'�i'itlRlg'g R:$ SCHEDULE la FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE 2a MAX. SPAN(ft)FOR END AND INTERIOR MLIWONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(p.al).6 A MAX.MULLION MAX- SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN AS D SPACING(ft)` DESIGN PRESSURE RATING(P.S.F.)•& A MAX.MULLION SPACING(FT)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(F) MAX. ♦S& ©4-Wx1/4"MULLION G1 4'x8"x1f4•MULUON ;G2 4•x75cW THICK(3B'FLANGE)MUWON AS& t�ieW ©4S18' IWMULLION G1 4x8'x1F1'MUWON C,o2 4k75N1/4'THIClC avmw 1111011113 9ACM ,RANGE)MU now ONMAWN f1 ORENNAIDN 2(0) CRE>rLOM 1 oraDMON f2(p CRiarIrAWN 1 OODOM nDN f2( ) lw.) UU' aRloNptTgN/1 oRaMATDN 2( NxaENrATWN et ORIFNTATON f2(D) OM MATON 02 END WMWR END VMIDR Be faMIJOR END DIrERIDR END END WHIMOR DO Wn=R END WIEWGR END INTERIOR Do KnRm END INIE,ea! -2aa 2r-O• -t". r_e' -3 12-W -,-__ 1 - W-W - Y- ._r-6' 12•-6• aDa 2ir -i _ -r _ 12'-0'_ Y'-�' _70- - 12'-a• r 12•- so 2W-e r-4' a-a' r-1i' It a• r-r ir-o• r_2- 3r-r - NY-1r i'-,t' t2-6 Aso _2r.o• Tr s-Y r-a• w1 " r-r NY-a' 7-7' tr-r �f-1i• IX as as w-w e'-/0•.. _.6_to- 6'-t_ w 1,' {-r r-r 7 k 17-r_ r-e _. _ ram• 12--6' r-tr _�-)d' �-t' to•-tt• r-1• r-r_- r-r tY.•d {'-r "12'-6• 0_ 2r-4' _r-a' r-6• 8'-r tr-r r-e• r-r _ :•-, try, r-„_ r-t• 12•^6• -w0 -r _r-:• -irk" r-e- 10•-r r-r_ r-S' _r--w ,r-r Oe fD•-d r Y _..r_r. e'-r r 11�_ -ram' -i/- r-r 1 -r _S•-11• 17-f• �- p'-0• r 2' r-r r-0� ,r-r i•.e S•-11• a•_J' It'-!' r-1,• 1?fir s=iP r-1r r-r_ r-r ice r= -, r-r try; ram• -f-r 17� 20_-O• -S-i,= _r-,r _r-6 it i� r--e r=r —a ,p 12'46 r=r- "ir-e are " try s=r _r-e'_ _a-e• ram.- I-6 r-6• r-r - is'�--- ---r-r gar_ ,r�r_ wr it a r-r_ r-r" r-a• r-r r-w a-r s-r- tr-W a=r _iYTr i� ,r-a• d-s , .--_-ems _r-e_ i7-e=-. ao 1r-4- a•-: r-e s-W- r-r r=1n' r-cr s-ir 1,•-11r s-6 ,r-s 2a1i 'tr-4• a=r_ __r�r r r _e•-r• r-r r-r r-a•_.1r-r_ s-3'- _ _r-e ;r-r_- sae ,r-4• r-r r-r s-r r-s• r=,e� r-.- 4-r ,ram s it -- ±r-p' T-r. T-r ._ir-:r r r-r mrww r-r it==� d T Ir-e - 122:r ise le-e' r Y=r aa• r-r -r-1rr r-r i•-r"' 1r r 's•-e try ,r-r s-o'" 1T-r sue- r-11r. e-S r-1o•- tr - _r-r s-e 1z j_ see is`-a• s_-Je _r=r s-e -" -a r=1r e-r C-W 'i•-r" r-e ,r-s r-r _ r r. --e-N� ram• ear r4r r� 11 r-r _r-e it a 19-w _r-r r-r r-e r-r r-,cr r=r r'-r 1r-r 51-4 1ra a�aa iv-e s-iu' r-r--- a-dr - r-r •. . r-:• or �r-r.. r-0 b=s:. 1r-a soo-- -,s=i• a•-,r r-r e•-e`• r-;e r-! r-s r 1r �-s� s•-7- ,r-3 r-s r-10' r-r w4r ?� r-e• t4i r-r » _r-r� - r--a Ir-a esa ,3�• s-1r "fit r=r r a• —1,• r-r r »• ,ram' e:-a ir-a tr-a- :-d•-n`• _>-r s-r: r - r-r_ r-r- -s'-s•_ 11=r _ r-r - _ W4 -1r-s - -wso --tr-a• -r-1i• r-i• r=r -r-r.. .r-bFr - s•-z• f-* "ii•=e• tr-e ir=s ram•_ r-r r-r r-r „•-r`.. . r-r s:o _ 17-s �a6o ,2-s• r-a•_ -s=i= r r=r" r-i� r-s• a-,= s=: Ira iae 1 r-r r-o_ -`r-r. ram• r� r-r i'-r r=e- - 'r- -- r� s-�o- -Iz a I!IIW it-r e•-o_ r-r W-V _r_s•_ _r-r ra� arm' „ s a•-ir ,ram In@ tr-1� a-r - r-r r-a• r-r . -r-r r-e r r irk'. --- ems s-li- 1r-3 Ilan ,i•-r r-r r-r —s W' _s�-A• _r-r_. -.dam- s-�• 1,•=s= a=i1• jra tans ia-e'_ r=-1• 7' W-4r _- -r a-,D• rye•" r-r ,t-e' r-1r .- ._r-o' Ir-3 13" Lr-s r-1,• r--r r-r_ r-a• ra• +r=r ra` ii=s• �-r 1r-s +ipo ir-n• r-r r-r"-s-1o� -r-Tor r-w r= t-r i1-0• ..---s..r r-1- _1r-_ 12w 1d=r r-r -i• w:mw 1r-s r-r'- e•-3' s-r n•=r r=,• ir-s" iSoie r-iar r� r-r a•-,o` r-r r-r, r-r e-r ir-r � _ I r Ira Iasa a=1r ra� >=r e•=nr W-r -s-s•- r=s- r-r 11•-s• -r-1• jr-s +ipo R s-g _r-4• r-r r-111 i•.1r r-r r-,o__ r-ir irk r� a e _ 1r-3 m" s-a• r r-r r-ir r-r r� r-3• j s•-,r tr-s- I-s- 1r ,.eo _r=,• r-;• r r q-q T 10- r-r _ r-i1r e•-1, i1•.a r-r _ .�- 3 1.eo r-, . _r r _ 7 r r--o• r-r r�•s. ,r-3 iNao r-io• _ r-a• r� : e-o• r-r r-+• .r-r _ r-11 ,r-r r-,- _.. r-s- 1r-3 14ao_ r-1r r-a• moo' ir-r ' r-r a-r r-n r-5 uco r-r rar r-r r-r r=r yes r-.• r-r 1,-ar :• 12•-3 lace - r"a- aT-s r.r ra• a-s r c _ 1r-r-r ra• r r r-f r r >-srar,1• n-r >=s• r-r tY-3 lsee r�r r-s° r-r �=rr�r r^2,eno r-r r=r r-r a-r i a r-r r-r r-r 1r -r too _ � r-2, `MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT END MULLION INTERIOR - - _ MULLION F(fir y� FLORIDA BUILDING OS CO (Nan Hinh Velocity Burrisane Zone) - s t •s S� '��EN$F amo mmcc we. N YWN l Nautilus D M..NR, MULLION SPACING:"S" i N0.44i6 = ;� Roa�raysnDrnrsy+e.,:, osiei2�o !L ECO/11c. a,E XPERT SHUTTER SERVICES INC. ,RLT trslNc•cNaracRina CO"? o: STATE OF 2f� rve r.� a s.,w.M-= anw EES Stt-INWIMGRE ORNI tuaxn-•mr.ra:t>e�_•.1, 20-064 O,� �ORIO_:G? "Ou�omsnQ."em roar sr.LLOL rFA-saws co rwurt: ot�n-sM.sic t1»).,�-ww aRAowo N. t�P``�P.E.SEM/SONATUREAWIF F`"`LORIDA u t.i117 oaw.�w ... w.. •�� •w SHUT2.rxsE 0 SCHEDULE1b SCHEDULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAIL SPAN(ft)FOR ENDAND INTERIDR MULLIONS FORA GIVEN WALL MOUNTING MAX. SPAN fF D FOR END AND INTERIOR MULLIONS FOR A GIVEN AS D. A.S.D.DESIGN PRESSURE RATING Ias.f.1.6 A 174Y"MAX MULLION SPArjw M DESIGN PRESSURE RATING IP S.F 16 A,ZO•MAX MULLION SPACING IFT)- MAXIMUM MULLJON SPAN(Ft) MAXIMUM MUWON SPAN UM VAL I/aL ASLO.•Isomm ©4'x8'S11/4'MULLION G1 4 Wrx1/P MULLION 4'xTx114'THICK(3Ar FLANGEcam ULU= KW )MULLIONA y WtMY ©4'XO k1N"MULLION G1 47c8'xt/4"MULLION G2 4'xTz114'THICK PRMSM OW FLAN( MULL! �J QW=1011#1 OWWATON 02 ORENI1010N , ORENILOM j2( DIDENEATION#I 0MIZATDN{2 Z �) glNDOM 1 01ENTATDN 2( 0111MUTION i1 ONENRINX/2 DRIWIATON/2 Do INIDROR END INTERIOR FND PRIDWR END INIF/60I1 END DD NR71m END INRIODR cm 1Nmmit DID LVTENIOR DD 1MIpUpt EID MMMDR 1! 55,-T 11 p• 1 -a 5 -a• Ir-__ - 1O'- ,2-B•_ —12•-4 _ 11-3 12 -_ -p-D 11 =1- 12'-p IY- _ 12- 1 - 12 11-3 17-6' iE. ,r-O• tr_7•, 10'-11•, r_r Ir- __ ,Y-6• _H'-11'_ 10'--0' tr-a'- _--1r-r_, W-' _12'-4• -71'-0• _ p•-2• f0'-11' --1'-Y- ,r-6• ,ram'_ i1�-„- ,0•-41• ,1•-Y-_,r-4. OD ,r-0'. _r W _10•-r r-r trx ,r_b• ir-4•_ r-a-_..+ -s`._. it tq - -- r r. . _ir-pr wr irk _ r-r _fo•=r IV Ir-e' ir-r it 'e -ram- 12 r-r_ -tr-w 4LD ir-W _r-r 10'-,' r-4' i-r-r w-: w-II-Ir -/• _ ZL'-r ,f-r` r=r �r-4. IIIIlO ir-s• r--P r-w r=r tY 1C-4r w-T "y=r fr-�_`. it r_" e-4t• .il-s� -i - r -r P ir_-iO• m• +� r-e•- rX u�•-ems• �n ,r w -d-r r-a' r-,r I,_r p-1r +off r-r _,x _ ;• r t irli• aro_ >r=r r-,• ir-Er Imo. 1Y-0' a'-a` _rd ..r-r ti=4• _r-9'- -It• .r-7• ir=%' ._ -r-�• tY-R' _ _tr-0' -r' r-Y- _7-r „•-� r-r #-il -_r-�Ds '.. Y4'. .irX SO 7l-0' T-r r-0r-Ir _T-r try _.r-i' _ _ -.r-r' �1-8'`_sr--r - iN tr_r r-Y r i - Y-r N•-d r-�- r-e' r:.e" Tr-e �- fry-. uo ,i:-o' r-4- r-r r-tr ir-r ar-r r e r-,o-- ir_ r-,r _ir-r 7Y tr _ r-it• r-s' _Ii w ta-s- r� Tf r-,r 4: i=r u.ir 7ro 12'-0• Y 1' r-e- r-r truer.. _ �' r-e 7_A' tY - f s=� 1Y-r' _ tr-o' r=a` Y-e• r _ 10'-41' r` �'-a• - T-r �r=r a•-,r w_ u o r=n• r-�•_ s-o• �q�' 7-f r-o'_ r-r_ 1Y-r" r-r ra• irk fr-o• r-s- e-r r-s ,o�• r-r p-O' -r-a•' ,r-r a r ,r-s' :e tY-o' r=a'__ r-:- -da'' r-r l�-,t r ,o•. 7 -,?-r..._ r-r r=e-.?�'-ir - ,r-o• r-3• 8'-Y r fd-,• r-1t• V-,r --7 try e•-p• Ir-r rsA► t!-r r-r - r-o�. . r-,- r-r. _r-r r—r_ r-0•. it e• r-t0'_. r-r ,r-` A __/ram• r-,• r-0r r-r r-i,- r-a= r s- r-o• tr-a•` 6•-4• r-r 7 r-r r-10' fr-,• r-6' �'t' ,r-r M� t?-O' r-It• r-10' ->fr. ram" 7'6' !'-r B'.•t0' 71-tom _ , ir-6- - 7-r r r-r _r_!'_. fr-r - 7-0r _ r-0' 12•-e teoo ,r r sp-r Y-i- '-6'-r• r-r r-�- s•-_s s-d_ _tr=r _s'-o• Ir_r -+ -r 1' 5-10• 1r-4' -- - r-r - b'-!. -7=-T - �. _ r•s• 1• •-fr SCHEDULE lb* (LIMITED LOAD.MULLION SPACM d SPAN INSTALLATION, WHEDULE 2V 1I MTTED LOAD MULLION SPACING E SPAN MSTAWI"ON, FLOOR TO CEILING r MAPPED)MOUNTED MAX.SPAN tR�FOR END B INTERIOR MULLIONS FOR A I M4LMOUNTED MAX.SPAN tR,FOR ENDS INTERIOR MULLIONS FORA GIVEN i GIVEN AS.D.DESIGN PRESSURE ID s.UJM FOR IM CASE I;&8'-0"(CASES III d III MAX.MULLION A.S.D.DESIGN PRESSURE RATING+c.s f I AND FOR 12•U"-CASE 1 d 8�'CASE 11;MA7C. q SPAG M MAfLLION SPACING 1R: p UM MULLION SPAN MAY.IMUhA MULLION SPAN I wx 'G'•4'z6.IW TH1CK :Gt 4'xB'AW THICK 'w ?xTx1MTHICK IAItalAal :G 4•x6'xT/('TNIG( {GI)4'xrxI9 THICK �G3i 2k'xi/4'THICK e I rR DFJ171 1 iRat MULLION MULLION .i1a'fr A1U1I0N DESIGN MIJUMN MULLION MULLION R�litlMUU10N S ` u� aOpD wmw T,EROIR!1EEIIIfI N i L:BIWQI i1 RNW/1 RAm/ ONE(1!0650711 F; rasES Rom ImamSPA= jl DIRx1pI0N L .:xlAfw jt I n Dom+, Ala If umn01a, 1,1t G t �t (fit (0)t (fit (Wt —� END (-1-) 00 tit (o)t tit (=lt (G)t E4t (G)t OD NE3M EID INMIDR WrEMOR END +IIEROR MULLION Em R WWR gm 1NDIROR,NN11NI UD mmm 1 3" 1 - 1 t 12_-6' 12"-6 - tt o - ' WA I WA 12'0 30D li:-0r - tY-e tY 4' ,t-11 _ ,2-s ,Y - t 1Y a• ,Z-s_ t,=n• iYe• - 4OO -t'Y-d - fr-r ti'-r ti-r 12•-6' ti'-r - ! Npi 12•-D' - 17-6 1Y-a_ w-41 - OLD Ir-0• - , �• ld-1r tr n _ lz•-r -_ t•-0` Z ) _�T'� _ - 1 -5' Ir-11! 1r-11' 12'-r - t�•-d- CRK■ ODD 12'-0• - Ir-r 110'-4' i2•-6• _ tY-0• Q z I -- !NTERIOR r 00 ,2'! - tr-W 1U•-4' 1Dr-T 12'-R' ma 12'-0' - _ n'-r r-le tr-r f'tr=r - 111-01 - - - I MULLION fo 12'--0' n'-r r-tr -'- OD 12 _ ,- 1i•-4• r-r r_,7' ;r-r p0io 1z'-r - ,t•�i -"_. r-11_° iY;r - tt_o' _ - i _ _ _ Ir-r sr_=r o-- _ u_r ,r-r ur'r. ,r-r _= 11'-o t r-r r-r r-o, �-''o' i tea•MULLION SPACING:"S' r _- ?-o__ r-d r-r amen — IIY r-or All r ,r-R i2 r fr-1• Ir a' _ u`-0• - r r-ar _ r-0R r - rC' -we r•�- 12•-2' 12,_2" _II*-r 12'-Y - 11'-0•_ MAXIMUM MULLION SPACING SHALL BE SUCH vsl[r r-0• i2•-W t2'- t , •-o• - THAT MAX. ALLOWABLE SLAT SPAN FOR THAT +m !1d _--. _i_0' r-o _ __r-C ram. _- pEr r4ra a' p-o r_- P_ _ ^_ DESIGN LOAD SHALL NOT BE EXCEEDED. 700 rd - v-o• a-o` a-d r-r - s'-o' p o W-o r-r r-r = r-r_ 7Y_ ..r o - _ r-o• --- -� r-d r-p' - %' t MULLION ORIENTATION IS AS SEEN FROM THE a-D -' __ - r___ _r-o• r-a• -Ir- tr-r a'-W - r pr r-r_-_ r-o• r it - r-'r'as _ram•• _ _ r-r r-r r-o' rVr. - - _r a OUTSIDE(EXTERIOR)OF PRODUCT. - r-o p'4` - Jr-we- 1Y r - ram• r-o' r-o' r-r - r-0• a•-o• s'-o' r-r all[- _ -r o-r rd r-r a'-o• - -irzk - 7m � - r-r- r-r_ _r' C-o• -r,-0. ``S�aN(IIi1t11�err �x FLORIDA BUR,O1Nc coDE (Ron 1Eg11 Rkeb HrRticOne Eons) Tao r o' - aT-P C r r-r r-o• a'-a• `����\ / �y O1DM IL=Nc mvm sT: m r-a• - r-r r O• -r a-fl = r-Er' GEN ✓� I'�f Us M.P. wo -r r-r -o• a�:'V\ SF T-r• r r - - .. _ NotUog9earrers °p/p12°2° i=r• r-r o-w -_ r_a•" c No.44167 I L E C O I w.. `,� PAR • .- -• • - • r—r• -'-0' _ - S*: * *s um W57ING! EM MEOMp COMIAN,I EXPERT SHUTTER SERVICES INC. •NOTE:USE r-0'1F ANCFLOR CONSISTS CIF 1pLT1.INC HUS4,SCREW OR POWER FASTENEVA s J a g it..9>axcoa n a,•. roRr iT.1AJC1� 31pN A{�..:as11x,-,a1o.r.:Imxn-,a,. see 20-064 YVEDGE-BOLTANCROR.sEE sCFEDIN.ES I a 2CUSHEET 1GA. 'off'• STATE OF _�`f •-�n•�•=. ffm �,w p.rw;( DamIC M �90 FC OP �`� -- 1NLTO A TAIN Jr.PE a." �••• w..w .eso ra �`' OR( E.SEAL/SIGNATURE/DATE FLORIDA Lk./u16T . '.^m" SHUT 23 or 26 1 s rrrrrN1pN1111N11N+111\ SCHEDULE le SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A5 D A.S.D.DESIGN PRESSURE RATING(p.s.f.).&A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.) & AND r-D•MAX MULLION SPACING SPACING(ft) F , MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION ABA _ NA% 011=1 ull`RRI G 4WX114"MUUJON Gt 4'k8'Y114'MULLDN '�4'x7'xJW THICK 3f8'FLANGE MULLION � O O ( I es11I uR G 4"x67k;/4`MULIION G1 4'z8"zt14"MULLION G2 4`zTxit4`THICK Rem -mf-) ZI�e mm FLANGE)MULLIO (Rdr-) ( • ORE-4T10N 11 OgOrA'I.N 2{� oAFJ7GtI0N Q� OWRJ(AT II K( '%CERATION 1 OM04TAnON/2( 01881fATDN/t OR)ENTAMN#2( ) (R MAnOM bi (.* OREM(ATIOM 02(0) OPoEMAtON g2 ) no NIERI R END N:tteDT' DID INIEDOR ENO MrERICR END END L4IERIOR END WEER END rmfoR END INTERIOR END t7 umR ENO 1HTERIOR 12'-e_ ,- 12-6 72'-C tY-6• __ 72'-6' 12'--_ �,y Y-0'_ lY 17-d 12'--8' SY-6' 1Y_6" 12'-W t_-6• 12'-a' _12'-5_ 7Y-6 52•-6• 52'-6' 72�-C 57-8' 72'-6' -__ tY'-6' I:r tY_6' 350 _ Y-0' 1 -e' i2'-8-- 12'-6• 17-6• _-12'-6• 12'-e' fY-d 12'�' t2'-6• 7Y-6' 40A_ r-o= ,r=_s-.. ,1Y_e•_, it-e-_.- 17-16' 12'-6� 54'-6' li-9^ ir�-r 12-6' t7- _ ep0 -Y-0'. 1Y-6' tY`e' 12'-6' _tY-�' 7Y-6' t2'-!Y tY•-C 12'--EI_' t2'-e• 12'-0' 4!D T'-C' 12'-8'_ 1Y-d_ 1l-8' tY-a• -12'-a' .1l-6' 1Y-6' �iq 7'-D' 12•-6'._ 12'-0' S2'--6' 17�-�' 7Y-6' 72'-d 17-a• 1Y-e' 1Y_8•- >O� 7'-d 12`-a• it'-T tY-0' f2'-e• 5Y-Is` 17-W t7-5 tY-6• .�Y-9•. ,2•-s• ,Y{ eD.O -Y-o' )Y-a' 1V-5'.. iY-e^ tY-!', f2'-6' _ _. 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