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Home My WebLink AboutRevisions, product approvals i i i OFFICE USE ONLY: L 1, DATE FILED: 22 z O PERMIT# ( (10q- o T i REVISION FEE: �� 90 RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION RECEIVSD 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 JAN 2 2 2070 APPLICATION FOR BUILDING PERMIT REVI ude County, Permitting PROJECT INFORMATION LOCATION/SITE ADDRESS: �n + (� i DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: ! STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: 16572 BUSINESS NAME: Expert shutters QUALIFIERS NAME: Michael Heissenberg ADDRESS: 668 SW Whitmore Dr CITY: Port Saint Lucie STATE: FL ZIP: 34984 PHONE(DAYTIME): 772-871-1915 FAX: 772-871-0990 I i OWNER/BUILDER INFORMATION: NAME: Y1 �� ADDRESS: q 2 H IZ CITY: b + M'fc-e' , STATE: VIL ZIP: 34TO i PHONE(DAYTIME: jgZ -2-?R'Ru 2( FAX: I ARCHITECT/ENGINEER INFORMATION: File NAME: Tilteco,INC. ADDRESS: 6355 NW 36th St 9305 CITY: Miami STATE: Ft_ ZIP: 33166 PHONE(DAYTIME): 305-871-1530 FAX: pGrC�.l SLCCC: 9/23/09E"v'w I 1 4)P N� 2 !� Revised 06/30/17 ,E I i 4/4/2019 Florida Building Code Online . � IN BCIS Home Log In ' User Registration Hot Topics [ Submit Surcharge [ Stats&Facts Publications j Contact Us [ BCIS Site Map Links Search Florida Product Approval P[ BSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED _, Lrp FL# FL12246 R4 JAN 2 2 2 .......x....a.,....x..w`i. U Application Type Revision 020 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST / Port St. Lucie,FL 34984 (772)871-1915 Ext 106 l callexpert@aol.com Authorized Signature Michael Heissenberg REVIEWED ' callexpert@aol.com 4 1. •*U.. I..�^t. CODE COMPL_.".. , Technical Representative Michael Heissenbergeft •, '�'- Address/Phone/Email 1626 SW Biltmore St ° LUCIE CLK' t, } Port St Lucie,FL 34984 B® C,+ (772) 871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.com File Copy E- 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 12/31/2019 Validated By John Henry Kampmann Jr. s Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVliltCeHwT5BBAhhv9l8%2fxUQDampBl9gCQ%3d%3d 1/2 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary.of.Products F Model,Number or Name Description _._..... .___..................._....._. ..._..._... _.._.......... _..._.__.._..__ -_....._... -.-... _.._. __ .__...__...................._.._.._._ _ ._...........__....... 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System ................................. ..........................................................................................................................................................................................................................................._._............................................................................................ Llml s of Use Installation Instructions Approved for use in HVHZ: No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRV G 17- Approved for use outside HVHZ:Yes 244.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2,3 and 4(basic Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f.at 20'-0"span FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- and +160,-160 p.s.f.at 8'-0"span with 1/2"slip.See sheets 244 PRODUCT EVALUATION REPORT.PDF 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ar ® c' Crz: '.. Credit Card saf6 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g40VliltCeHwT5BBAhhvg[8%2fxUQDampBlggCQ°/a3d%3d 2/2 GENERAL NOTES. S.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS'OF THE ANCHOR'SMANUFACTURER.. 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PROD EVALUATION DOCUMENT PP.E.D.)HAS BEEN 9•ANCHORS RMUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON.SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2C1716th EDITION)OF THE FW IDA BUIL04NG CODE. -3/8'wxt 1/4'CAAK-INS'MANUFACTURED BY POWER FASTENERS,INC. .NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLEDATHIGH VELOCITY HURRICANE ZONES (WAMI-DADS -1/4'0x3/4'SOLID-SET MANUFACTURED BY ALL POINT,INC. /BROWARD COUNTIES). -3/8.0.KWIK BOLT TZ MANUFACTURED BY HILTI, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. ^5/16"a TAPCON MANUFACTURED BY ITW BUILDEX,INC FAR A BASIC WINDLONA SPEED AS REOUIRKd-0.8 . BY THE CE 7-10 FOR WHERE iNSTA THESE.SUNDER S WILL OC INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALE:BE AS INDICATED BELOW OR,AT ABOVE MENTIONED SHEET, FOR A OIRECTIONALEYFACTOR Kd=0.85.USNNG ASCE 7-10 FQR INSTALLATEON$UNDER 2017 FOC EDGE DISTANCE AND EMBEDMENT$"ARE BEYOND ANY FNNISH MATERIAL, AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS WINCATEO ON SHEET$1S:TKRU 16 8 20 TH1RU�26, EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL.BE FIRST REDUCED TO.A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0;6 IN ORDER TO ANCHOR SPACING O ICOR EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 114RU T$k 20 THRU 26, 3/8`0x1 1/4'CALK-IN 3 3/4` 4 V2' 1 1/4",(:SOD] pat) NOT ALLOWED 2. IN ORDER TO VERIFY THAT.COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/80x3/4' SOLID-SET 3` 7/8'GOOD psi) NOT ALLOWED, .A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HQ1 USED IN THEIR ANALYSIS. FASTENERS 3/8'o KWIK BOLT T2 9" �' 11/2`(3000 Psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN,DETERMINED IN ACCORDANCE WITHN.D,S,2015. 5/16`0 TARCON A 3 3/4' 3 1/8' 2 1/4",(2899 pm) NOT ALLOWED NtURLUS ROLUNO SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN tO;ANCHORS RFAUIREO FOR MULLKNN CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECT10N 1608,1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH TOA., 11, 11A, 12,12A, TSL 13A IINNSTTAELLLLATIONS REPORT 1030,01-08 ZONE 1, 2, 3111 4,MSSILE TiPk D ANO ONLY AAPPLICABLE T'0 BASIC PROTECTIOE 330 N INSTALLATIONS.AS DEFINED BY SECTIONS 8.2.t.T, 6.2.1.2 AND 8.3 OF ASTME 1998 SEE SHEETS 19 dT 20 -KWIK BOLT T2:EXPANSION ANCHOR.MANUFACTURED BY HILP,INC. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTT.INC. FOR ADDITIONAL LIMITATIONS, -WEDGE-BOLT ANCHOR MANUFACTURED'BY POWER FASTENERS,INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 606346 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@) TO BE STAINLESS STEEL 304 OR 3'16 SERIES WITH 80 kaN £DOE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND'90 ksi'TENSILE'STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT @ ROU 50018,ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITA'BULDEX&.SHALL COMPLY W/FLORIDA BUILDING CONCRETE EL OR CODE SECTION 2411.3,3.4. ANCHOR SPACING'0 tDOR EDGE DISTANCE 0 10DR CONCRETE CONCRETTE BBLLOCK 3/4 O KWIK BOLT TZ 27' $' 4 3/4` (3DQG psi) NOT ALLOWED S. BOLTS-TO-BE ASTM A.-307,GALVANIZED OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi-MINIMUM 1/2"0 KWIK BOLT 12 22 1/2- 7 1/2" 3 1/4 (3600 PSI) NOT ALLOWED _— YIELD STRENGTH, 3/8.0 Kww BOLT TZ 6" 4 3/8' 2-(3000 PSI) NOT ALLOWED 3/8'0 KUS-H SCREW 4" 5' 2'(3000 PSI) NOT ALLOWED 6.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PATENTS (i6;095,225.AND (/7,409.980. 318'0 WEDGE-BOLT 4 1/2' 4 112. 2.1/2'(300D PSI) NOT ALLOWED 7. ANCHORS TO WALL.FOR®SIDE RAIL SHALL BE A5 FOLLOWS: 1/2'0 KIS�H SIM OR VDIX OkT r. 1 (3000 PSNOT ALLOWED 5/8'0 04,il%0 OR W WJ 7 1/2" 7 6/2" 2 t/2"{3000 PST) YI NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN.3DOO p.sA.COMPRESSIVE STRENGTH, 11.THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING 5/16"0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUiLDEX.INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/B"0 KWIK-BOLT 3 ANCHORS A5 MANUFACTURED BY HILti, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT.IS TO'BE ATTACHED TO A..1)MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE.CONCRETE BLOCK OR WOOD FRAME BUILDINGS, 2 1 4'FOR 5 16'0 TAPCON XL ANCHORS k 2 1/2*FOR 3/6`0 KWIK BOLT 3 ANCHORS. NO�MBEDMENT'INTO STUCCO SHALL.BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT, 13,THIS PRODUCT'S INSTALLATION 5NA{,L COMPLY WITH ALL.SPECS INDICATED IN THIS ORM NG PLUS ANY BU!f OtNG AND ZOSNING.REGULATIONS PROVIDED, BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, A.2)MINIMUM EDGE DISTANCE(CAD.)INTO POURED CONCRETE SHALL BE: 14. UFT:NG MECHANISM NOT PART OF THIS APPROVAL. 4"FOR 5/16'0 TAPCON XL ANCHORS A:5'FOR 3/8'x4 KWIK:BOLT 3 ANCHORS. EDGE DISTANCE IS 8EYON6 ANY FINISH MATERIAL, 15, (0)THIS P.E.O.PREPARED BY THIS ENGINEER IS CE NERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; IA. WHERE THE SITE A,3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS;VENEER OR PAVERS BE FOUND ON GONDRLONS DEWdE FROM THE P.E.D. ' THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH,PANELS. (6)CONTRACTOR TO BE RESPONSSSLE FOR THE SELECTION, PURCHASE AND msTALLATNON dNCwmw LIFE SAFETY OF THIS PRODUCT, EASED INN THIS P.E.D.PROVIDED.HE/SHE DOES NOT OEvfATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS.THE (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 CONTRACTOR'S RESPONSSILIIY• -5/16-0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUMDEX, INC, (c)'HIS P.E.D.WILL BE CONSIDERED INVALID.IF ALTERED BY ANY MEANS. BA) MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGSSTEREO ENGINEER OR ARCHITECT KTNECH WILL.BECOME THE ENGIN«ETR, UNE SHALL BE 2 1/4*. x RECORD (E4.R.)FOR THE PROJECT AND WHO WEU.BE RESPONSIBLE FOR THE.PROPER USE OF THE P.EM.ENGINEER OF RECORD.ACTING AS of NO EMBEDMENT ENt�STUCCO SHALL BE CQN5iD£R£tl AS.PART OF THE REQUIRED EMBEOMFNT. A OELEGAITED ENGINEER TO THE P.E.D.ENGINEER.SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC'DRAWINGS FOR REVIEW, 8.2)MINIMUM EDGE DISTANCE(E.D.)OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL..CONCRETE . AND StG BLOCK SHALL BE 4.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. {e) REICORD THAT PREPAREDBTHE DATE AND ORIGINAL SETS. :NATURE OF TrTE PROFESSIONAL ENGINEER OF 8.3)T EXISTINGALOPRECAST STONE,PRECAST CONCRETE LONG EN PANELS.VENEER.OR PAVERS BE FOUNREB IN 16. PRODUCT.MANUFA� °„LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WETH SECTION'1709.9.3 OF' THE EXISTING WALL ORFLOOR,ANCHORS SHALL.BE SONG ENOUGH TO REACH THE MNN'.$1'RUC?URE BEHIND SUCH-PANELS. FLOM BVILOlj7,0f� L SHALL BE PLACED MR EVERY OPENING.LABELING TD COMPLY WITH SECTION 1709.9.2 OF THE RORIOA.�IItfl1Ni1" - (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH(0»0.36),DOUGLAS-FIR-SOUTH(G�0.46)0R �L�I'r ! 9NIALL ONLY 8E VS0 10 SOUTHERN PINE#2 W/C W D:sS MEN, it4�►� WE STATE CA"FlORIM FLORMA BUILDING CODE(Non Mgh VONcalty 8urricona Zorm) -5/14'0 TAPCON XL ANCHORS,AS'MANUFAGTURED BY ITW 6UIL.DEX,ANG. ; , IN. cRom W.4416Lt- i��j us C1)MINIMUM EMBEOMENT OF TAPCON XL ANCHORS INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL THREADED PENETRATION, NO EMBEDMENT INTO FINISH MATERik SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT.. w � V "„~w E� � �A M r CATS V� .w.iessNCA £NCIN£TaiNG COUPAHY EXPERT SHUTTER SERVICES INC. C.2)MINIMUM EDGE DISTANCE(EAD.)OF 7APCOFN ANCHORS, INTO WOOD SHALL BE 2 1/a'.EDGE DISTANCE IS "_G2 `+r�”rA ^^�� 1A esv w•.x>~,s+,v vw^"w uau�s,n ulsa 1626 SK 1111:Wctir:STREET BEYOND ANY FINIS}I MATERIA.. C �s*'," IA '>+�...Lx2AT + .rw:t�Nn-ISbL 17-244 PORT ST,LUC.'f,FL.34994 C:3)'IN CASE THAT PRECAST STONE: PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAYERS BE FOUNO GN NSj •- 000057%0eYwwn w�•s;(afA)a49-4.m6 s>'x,.br1},e7r-wsa oAArneaN w THE EXISTING WALL.OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MWIN STRUCTURE BEHIND ,w�� V'ALrUI A T%U':x,11 "' 4* �`* �+• �'^� SUCH PANELS, P.E. P,rtr./fI'aiWtR! /DATE TLOi6TA I,n,i 4167 nn,sen .n . swccr 1 rx26 r : r -' -- ' | ^ L A I 12 e 1 SIDEIEND CAP is 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET 5 SPRING ASSEMBLY 46 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) I ° 9 ALUMINUM STARTER SLAT w• 10 ALUMINUM SLATS 1-10 ° s oto 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS ,dp 16 HOUSING(BACK&TOP)FASTENERS ' s 16 SIDE RAIL(MAIN SECTION)FASTENERS 4 17 HOUSING(FRONT&BOTTOM)FASTENERS •^"'� 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS *Vol 20 60MM OCTAGONAL DRIVE CROWN S 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END. 25 IDLER BRACKET WITH BEARING BOX& END GAA-$EMBLY COMPONENTS �rt'��F Ci •t47p' •. FLORIDA i ILUNC CODE.(Non 8i h Velocity Mumcone 2w) ilY.��t i{ "-' L 2017 r4.EW VAQ • V"N m, •* * : Nautilus LG e Rnittn9Sbat[arSPstnm es/x{/» �w. 1LECO EAG. o.M go" �► .^J�// py(^(��( ,� i711111 rES71No d ENDINffttiko CtlMPANY EXPERT SHUTTER SERVICES INC. O/�' M1 �, aE'S.xs.SAb�er..A u4 lAera vFGms�rt NEtk t5R$5:1Y.P?l'MQfSE 5(R:'f.F . �G\ t�� vw.:(wamn:u: ta.:tsnler:-:v: 17-244 ( ..... "G { c-mnd.6`i-eOaol..tan PORT Sr, O, Fl.ISD@4 DP.t'•9C No .. lilt t20005718 tom%CMTao-uc6e.P.vt: m5 e'tt-caaa P.E.'SGv,!u±dtd,URE/DATE FLAkM kms.[<4414:7 t.ayt > ` two 3 of" BOX �Y/6 & Y/7 BOX V/9 snPaelAR b V/9 �0REAR V Y/6 & Y/7 — /� END CAP ( --END CAP END CA f END CAP SLATS j 5WTs �z �2 uu SLATS "SLATS04 SATS SLATS SIATS SpS LATS � : SLATS 0/89/8 z 8 SLATS 0/8 0'/8 0/8 0° 01/8 1. 01/8 07 SLATS SLATS 0 SLATS',@ U j f sSBAis p (TYP• £n. END) 777 (TYP. EG. END) SLATS o t SLATS y10 MD.) j►f6 (TYP•) k SLATS &LATS i.. r" % 7,7777,77i ! STORM BAR ! t '8 �Y/8 de Y/7 (SES Sr:E6T"Y2) _ f...,._. Y/6 de Y/7 $0— STAT SPAN'-- �•-/ (STF.SC1tEDUL.ES CnY,SNEc7S f0 6 20)- _ AN C;T;YPI�CALSINGLE UNIT ELEVATION W/O STORM BARS * ** �•S1Ar N S*( scNEaus Ori sr;�: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W,( STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. fr,T.s< PROCEDURE FOR SLAT INSTALLATION GIVEN A S14UTTER HEIGHT: * CASE I; SHUTTER HEIGI4T EQUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS 08 Yi/STORM BARS&MULUONNS W/HEIGHTS UP TO 11'-0', (o)CURTALN SHALL START W/01 SLATS AT TOP,FOLLOWED BY#2, #3......'1HEREAFTER.ALL THE WAY WMA,EACH SLAT 0 SHALL C0NS15i OF ULN,FIVE(5)SLATS OF THAT SLAT NUMBER,PROCEDURE FOR ADDIKG SLATS DOWNWARD BELOW S1 Si AT SHA3,L BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED,QUANTITY OF FINAL STAT NUMBER , —_ .. INSTALLED _BEFORE_8O7iQAt SLAT�B RlAY VARY WITH_SHUTTER'5 MtELCHT, ,r'r ..••••_ Ar.T11.4;,`%. --- - (D)BOTTOM SLAT BQMUST BE ALWAYS INSTALLED. cm's"• ** CASE 2;S4UTTER HEIGHT LARGER TH.N 11'-0`APPLICABLE f0 INSTALLATIONS W/0 STORM „� =�•V FLORIDA BUILDING CODE(Non high_Yetosity HurtioOne Zone) BARS AILD W/OR W/O MULUGHS.W/HEIGHTS LA.RLER TK4T W-C', +, N0.44167 • 62017 TM1fco SNC: ixMAM Hf.' (G) CURTAIN SHALL START'W'/J11 SLATS At TOP,FOL.LOWE13 BY 12..#1 THEREAFTER,ALL .,�.E .� '�'� � Nautilus Le- (a) WAY OO'WN.EACH MAT f SHALL.6%rIST OF VIN,FIVE (S)SLATS'OF THAT SLAT 1� ^_ � Ro1IPng5htlTlerSpatan 08/2sf17 NUMBER. PROCEDURE FOR ADDING.SLATS OOY40ARO BELOW#1 SLAT SHALE,BEIIEC. Nt[ CONTINUED UNTIL.910 SLAT 15 IWALLED AFTER.410 SLAT IS INSTAL.LEO,ADDITIONAL#10 ff ;• 'tr �� EXPERT SHUTTER SERVICES INC. �ygr�-� TSWT 7CSr1NG h CNGINCCMNG COLPANY SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HE1CIiT, �dw lVpYi'V. �1 aUz:.R 3r s+,sr.m vr� fxalws,n.a:u is2a s.W, tietORz STREET /1�I/�l aa�° 11 w�.:L]6!)BH uz r .(TcSN+eo+�rr 17-244 �¢ /�... PCM ST,LUCE,R,:47C1 (tr)BOTTOM sur B�MUST BE ALWAYS 7NSTALxE}J. '�'Tyy,�•1JT1111� t((f e-ma'r�tC 7e0N.<an =50003 1"-9054.I",(m)071-04^.7 .............. 1dLTER A T:L)tT' P.E.SEAL,SiGTURE/OATS L`s.. 1Li&7 < wn.an 511LC7 ♦Mffi r MoL MULLION SPADNO W-1/10 OR W-2/11 OR, flOr Or (SEE ScHEDwLE _.. �or or W-3/12 OR W-4/13vs 0^I 5<xEETS 24,25&2tij 0,W-1/10 OR W-2/11 OSTORM BARR (` t SPA G NLUS°ACW ...._ � v/m s @m RE. W-3/12 OR W-4/13 BOX (SEE SCHEDULE ON sHW 22) (SEE Or ai.SHets� 261 mea e�..__—.-........ �, I ~-��^�ri F �fE f 3 `• 1 .I •.F I ./' f F'" J""LOX i-ENIJ CAP END CAP.. :T !L SLATS I I 1 1 SLATS �2. I I I I 1 1 11 ."'SLATS 1 I I I I SUITS II 13 II II SLATS�Rn N ®4 N I I I i t yTS N r 1 I I f l SLATS yFN 1 �I 11 SLATS N 1 I! .I lq5 STATS 6In �, I �t it SLATS ZZ 0/8 °, SLATS --------------- Z i '< I i #T 3U 1 f) i! U 6 i t SLATS SLATS -�- x.o (TYP•) + w _R $ 'I L R'.8---� +' " (TYp-) t R $' t i R.$." a Or or ; or SLATSae1_ s R`/. 1. RI/B"�' su R/$ E 11 Q 1 v or 4 1! 1( II a (TYP• £a. END) R•/$ I I (TYp. Ea. END) R/g i R/B ss4Ts ; R/$ SLATS or i1 Or or j. or fl I !a .. td :a to I! 1> 3 I ! ;: ..-,-..•SLATS L ; W-1/1 OR W-2 11 OR � Msr. siaRM BAR SPACNC . I / / LJ w-1/1 -2/11OR g (SEE SHEET 22j W-3/12 OR W-4/13 (TYp) ® M-3/12 OR W-4/13 V. `_ i Max. SLAT SPAN Max. SLAT SPAN i Mox..SLAT SPSN Max, SLAT SPAN SLAT SPAN : Mox.SLAT SPAN (SEE SCHEDULES ON (SEE.SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSEQUTIVE SINGLE UNIT ELEVATION TYPICAL CONSECUTIYE SINGLE UNIT ELEVATION W1 MLLIpN & W/0 STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS; NOMENCLATURE. NT,S. N;T.S. PROCEDURE FOR SLAT INSTALLATfoN Givii A sHLuTrER HEIGHT; * CASE tt SHUTTER HDGHT EQUAL,OR LESS THAN 11'-G".APPLICABLE TO P"74LLAbGNS W/.O STORM BARS,W/STORM BARS OR W,/STORM OARS&MOWONS w/HEIGHTS UP TO (°)CURT7uN SHALL START W/ t SLATS AT TOP,FOLL01YEO&f!j2 r3 ..... HEREAFTER. ALL T1IE PLAY _ DOWN-EACH SLAT.•8 SMAU.CONSIST OF FK(S;SLATS OF THAT SLAT NUMBER:PROCEDURE FCR •. ADD It+`5LATS CAWNWARD BElOSY 1 SLAT SHALL BE CONTmut UIffTL'TOTAL SHUTTEI+HEIGHT-,S �,t A COMPIVEO ® QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATMAY VARY MTH � I"G/T SHUTTERS HEIGHT ,lt�7 , ...... � ✓ � FLORIDA BUILDING CGDE(Non HFgA Velodi}y Hurricane Z—)(b) BOTTOM SLAT®iaUst BE N.waYS INSTALLED, r. .4 167 � t 02011 YlVD:0 WrAIN OwNMN Bk ft CASE 1 SHUT'TiR NEtGHT LARGER THAN 11'-0'APPUCABLE TO INSTMIATtON WIG STOW WR AND w/ ; #, E.,�: Nautilus LG' MULUONSL w/HkMJS LARGER THAN 11'-0'. : a,. - Ro7Hay ShnHerSyafom cm/2a/t'r (°)CURTAIN SHA,.L START W//1 SLATS AT TOP,FOLLOWED BY 02 y+3...... THERWIER ALL THE WAY' Hyl.""-"'""�'"""� ry i ^^'� LL E Com Mem. EACH SLAT/SHALL^CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ��(• j{� -� TRL1T TE�FNG h CNGINFO aNCOMPAuy EXPERT SHUTTER SERVICES INC. ADDkNG SLATS DOWNWARD BELOW 1 SLAT S-WA.BE CONTINUE UNTIL 1 O SLAT IS iNSTAU.EO.AFTER (C�'•n �(-�` 41 sus,..t.saa.tt•sw.du,mason°AaTa.n>,: t02g S.W.B'IAiGRt STREEt f i7 ' abn i E { r.w:IAospn sm r.,tusat,_,ps, 17-244 01 o SLAT LAT tS INSTALLLT),ADDITIONAL X10 SLATS IdUSr 8E USED t0 COMPLETE THE LOYAL SKITTER iV� L y erlTt{{{ c-ma�42xooW.rem �g: 'rN:, 34 fRmt-aos° °�' H° TE.Ln..P,E, (b) BOTTOM SLAT(B RUST BE ALWAYS INSTALLEO: P,E. .aiGNATURE/OATE fLaRWA.Rk./416PIL °A.so, @s S/tCTT s ata s s 5116`0 TAPCONS XL W/ POURED- —5/t6^0 TAPCONS XL W/.2 t/4^14mf"xT"%I{B`OR 2"x2'-t/8^ "t i'C%3/3^3TlDEX TEK$CREN3 Win.2 1/4"sCEMBEDlaExT� CONCREBEx EMBEDMENT & 4 OMAG.06O"CALY, ALUMINUM TUBE_._ / Mt BU1 k I'Win..C60^CALM. 2-:O'O { STEEL WASHER 0 24'o.c. � I W/ 1^0.0,43.060*GALVANIZED MEL ,� 5/36-0 TAPCONS XL WF....., i� ! WASHER 0 24"ox- STEEL WASHER 0 24^o.c. � /� � / � � � / ."/ �I ''�/�.�' / 7 1/4'Wo. EMBEDMENT Ca 0 24'a.c. >/ POURED CONCRETE' POURED CONCRETE ly OR GROUT PLLED J I1� i OR.GROUT FELLED 11�r�,/ ( CCNCRETE s•_OCK �.�i ! WALL CONCRETE REO.K � `� '> )' WALL REQUIRED, � EDGE dE1 ` f /` &DOE d,;:/p OPENI S, EXISTING ; O Eft!STIN� f EYeND „' - (BEEY EASTING ND) CLASS {sEroND) 3 � � "• �F SEE ANCHOR SEE Atl30R /... w x.. , �+1;'i SCTtEOULES ON SCHEDULES ON a SEE ANCHOR F '�i SHEETS 16. 17 z SHEkTS '6 t 7 sCt=EDULES ON ;. 3 i� h.Ts `T e18 n g S BTS 16 17 "< � ; ^ aha a!!n SEPA,RhTEO) f ) M n.SEPARATION % +: Min.SEPARATION TO GLASSTO GLASS a TO GLASS' ,SEE SCHEDULES -,t..........._. _ gpjt N (SIE SEREWsS EXTERIOR ' (5s£stNE0U1£S, EXTERIOR w ON SKEET 15) ON SHEET IS) ,.'' G § ,,. D))SHEET 15) •� �• • OR 0/8 / 0/8 0/8 f Y o/a 0/8 0/8 POURED CA)CRE'TE j f POURED CONCRETE',' 3 OR GROUT FILLED ) dR GROUT-KILLED CONCRETE 8LC ) POURED C6NCR£T£ CONCRETE BLOCK WALL REQUIRED '"""'"",�. OR GROUT FELLED ONWALRTE BLOCK P. t CONCRETE BLOCK WALL REQUIRED,' ! EDGE OF j' ; EDGE DF daENIi1� � � OPEN)N� / a -1 1/2-so 1/2 x0062),CONT. ALUM,. "/ >. ','• E.� ,/ / ',:�'' t,I))8.1E D 1� 2x4 O.Db?"xCOe3T. ......... .... 5/16^0 TAPCONS XL W/ AKGL£WI S(3A o TAP'r 0 XL W, "��—�`-V,,,w,,..4 ED CONCRETE 5/t6'0 TAPCQ.B.:-i(t-9!f" _ q -A U"'ANGLE '' T14•�An EMBETi 2 1/4'MIP.EIABEDId.E)((6Y 24 O.G. (t•"6=`S�'_t•:)aE0'0. 2 !/4^ n.£A9BEIILEEh'T a➢2i"a.c tJ o.c. FLOORlCF ILING I TRAPPED MOUNTING - __ WALL MOUNTING rrr4 BUILD-OUT MOUNTING --- __,,- t ✓ '• FLORIDA BUILDING CODE(Pion High Yafocity Hurricane Zone) 0"2417%V:o mo. Nautilus INSTALLATION DETAILS ON EXISTING POURED No.441671. CONCRETE OR GROUT FILLED CELL CONCRETE3. '. �4EXPERT SHUTTER S RVECLJ INC. R. 1926 S.W..KTuRE sTR ib , 17-2=E4'4BLOCK BUILDINGS = PORT Sf..WM FL.34494 41 a-me 6p...Goo— ppA�rq SCALE: 311$` >• 1' RR 'N �� tE LU OW6719 PwAle.teoa)a4a.sass,rrvc P)m1-cr^n lVl2TEP.A x:LIIT•N.P.E. rv... maw+n, mrr wv.w aeotrtGx eot -/GATE FLOR'➢A lie.(1.1457 SNEE7'S OF46 EgMTING WOOD—t E%KRNO-WOOD . ,.,5/16'0 TR.oCOSS%L.W/ .5/16"0 TA;ONS X W/ TRMES OR RA{7EA�- TRUSIM 0"R+— r 2 E/2'wn.PENEFO m,4 f 2 1 MA,PENETRATION 1/4 a.3/t'IfW EUAOE% 1/4'Lr3/4•im MIM f 1 x1•.il/6'OR S r' T xl•tsi/8°OR E7IiSTlNG.WOOD j e 7'D.fl.x0 Of0"CALV. "STING WOOD 1'QD xn.D6D'nALV. r,2'At/e° TEK SCREWS W/ 2"x2'x ^^a TEN S:R£W5 W/ SES OR WAFTER. 1 STEEL.WASHER Q 24•oe. --TRUSSES OR RAFTER STEEL WASHER'O 24'ox, A«7MUJUM f I"CAx0D60,CALYWZM P.LnM1NVM NSE? 1'*.D-0460'C4LVAMZED § 5368 MASHER 4 2i"a.c, STEEL WASHER O 24•es. „�' _—. 14 ..w,,.,_._�...."•_ W/R v2 Mn. ..._./" ? w/a DOTI O 2RAT'nN E (2)2'x4'OR .. (2)25.4•OR 2x6'CONT. 2'x6'CONT. ' (2)3•x4°iT. CONT,OR (2)2'.4.OR Z'aE 4; 2'Ae• . REDiRRED�D j REO'J3 R WOOD HEADER } woo HEADER f i - •�� I f RCWRM i i 1 REQUIRED I aPfNiNG A(i . M DPRui+G. } 1\ M nFEWNG }f• }�� 4 EHlNr t Al z ¢¢L S 1 I} p DC gyp} i { C15 C t EXIElEg4 ( G�'us5 D t �1 Ik t FX(64�OR (aEroND) A MM-APON M x (2)2•W 1• ( '"^ 1 t sEPuuicN t T6 CLASS _ 746 CO'4T:� } L SEPA4A.Ra`1 C: ..Ya6`CONT bFUH'�a o 16' fi2s1-0, ) t E (5EF SG'tLe.:s ari l 33 E i 1 g W4flD 9TiNl, t4 TG CUSS 3 Y.OGO siUfl i t tDcJSs a.C.1DX. l l3 seEET 8)} 3 +S{1 !y S 6 S O.C, �` t• i ` ('E sa�mAE rn $ e is'QQ. \++{#i 1 + .(sF€ atr nE ON ,y .x lA,,....:.,.. - k.......,^'°)S_"7'S7 9 AVJt.REQUIRED L__�_]t tttttt t/.4Y.REOWRID - Stf17.' {SEE SHEET E ANCti0R5 SEP/PAtE)N {SEE SHEET 2O} (SEE SHEET 1e} ��1� j SCNENJiE t 1 i } (Et£ucnutc m � Y '� �1 kk 4 "'r►' a , t �$t : W i I P ` 'dR11 2"+) `Q 0�g i ; 7 Q�» @ 41 t R.NESH O'a � 0 ' {i z s °R { +', , sciEc # li -M ANCHORS. ME MOOD + 1 3 l+ ON SNFET 2s FOGE OF (1 Cdi SHEET 21 I OPENfk� i t$+ CLR 0 15 ; f E ' GPE3dIH0 II t ''' s 3 i i B Os,w17t { ��....�— L -+--•t AeOusEO T t x `;.+ ,�*++'< .; 5£E ANCHORS ( } i L�1 1/z"al 1/2'xO,OJS2' (SFE SHEET (g ' 11 i ( I E.G' 2'A;x6.ne2•xC4N7, ;, :4 L- NEOUL£ ANGLE 26} .! 1! J t ` `L 4 v+k E._ ALUM.AN= s ; ON SHEEP 21 �} EJt6'a tAPCORY KL q t 1 ; +�Y A s �1 t Z . i 1 i 5116 O TAP CObs x4 z w/2 1/2°Afa. 0/8 {1 3 0/9 w/2 L/x wn. r ;t PfRETeIANON �t I s Pfl.ATiO 7 A t +t `waLl ct 24 o.a \ ` ` ' ° 1 aaasw a Z<•o.c, 0�8 ,1 ' 0/8 2x4.OR 2'x ; FMSH 2'x4•OR 2».• 1 I'` Rt&s1 2'x4'OR.2'x6 ( { I 2'x4'OR 2. i fT' EiSST:NG WOOD CONT.WOOD t MSTINO WOOD CON(.WOOD j j DONT.TFOG41 i ; EXISDNG WOOD CGYt.WOOD } t V"�'$ OESk OR OQTTOV PLATE f S SCR L BOFTOIA RiATE. £IOSFiNG WCDD .BG7TaM PLATE DECK OR atmom PLATE _ OONCft£TE SLAB RFaUED rCn ORETE 61AR REQT.:REn Dt-aK aR REW=RED t COl7CF4.TF SLAB REOiA3EED R£CJRREa: i{SEE SHEET 20) REO:RRE"c. (SEE-SHEET 20} ,_ .lol � -STAR: L(5E£SHEET 2Aj f REWOIED. {SEE 51h`:Et 20) "'"^w_ fpm WALLMOUNTIN WAC!MOUNTING OUNTING BUILD-OUTMOUNTlNG --------- `---_.__ - - ECTIONS Y-Y -- - INSTALLATION DETAILS ON EXI&TI � WOOD BUILDINGS �A4t ��,•�'" w'<�+��`✓�•^ FLORDA NUiLIANG CODE(Non High Velocity Hurricane,Zane) }; ? 41 f 7 e*207:cTEQD a Nrautiijavwaus an LRo�lt&�SAottsrSys(ene ar .� /To E C d�N�. �xPEat SHUTTER SERVICES INC. 0" mac. y TYF7.LT 7[E•TINtl a ENGINEER1Ntl a01fPAtrY moi^ •'•,y'�\\\ e>»s re».'aax,st»yr acs vx eA vJrnas.n.uu4 L 626 S,w..BILTMOK StttEET '^_/; f.F `'•.1\\ rtua:(aCrJe/v Oa4.Pa,�(1aS,�tf-SE+F FORT 5T,wac.PL.74964- T?'w 4� S �4? ; c-mol LTEe aeaafcom DaUWIIIC Ila �ir�NAL��TE$' ED dnGSTT9 Fl1aPKE QOOD '1s0-3052,iWx:.YREeTt-oa9n -..-----.r✓jam! �/!{.-......_ WAL!ER A t^a1T Jr.P.E. �• "'. RE. SEA(./S�iRE/UATE TLMAA tk.{44167 r s '---------t[m E t7...... ...• POURED CONCRE's,.09 GROLO PILLED --{�;�� p•� ,} ,�r�.1`�j ...mi6n.F.,£,..,...",....... Q RNCRF.TE 8;.CCK€ ` OR �.! �0 C6A lGRfiL OR I GR .I l4 +-... P8U4?0 vouRED (SEE SofEDUC£S wi (SEE S: LE 0, �1 GROUT eLL o ' (SEE SOIEEWbLc"S 0`� COtiC m OR U C01'CRETE OR SPELTS 17&18) SHE t$17&18) 4! coa2tRETE e o K S SETS 17&18) i ORM. FILLED ` \! (SEE SCRE�b1ES ON aRaur Fa t w _ CONKRECE BLDAx SuEETS 17&18) BLOCK M �'� 2111 ;a9" •.� '' N" "KI "22»22. d 4•a:c.. �f i Y_YOR�.'I r 1% y C 2 ^<'0 1' f `✓ DR:Je"St3v EP' 12% 1/-4-1/2' p ` ` . C 4"oc. .R 'suv Isu SEcTION W/ STORM BARS FLUSH MOUNT [ (ALL) N . `� . TRAPPED MOUNTP— N BUILD-OUT BUILD-OUT MOUNT INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE B OCK mL-BIN SULE::/2'K i' - - / OR(9—\ 1! G Gq f OG OR@�-, .. 6 t'o.t. 1^r' S 4 tf1' tj4 j 0 4'0. �.^f OR,fa•s3a p .�.... y SECTION Q''—Q' (PLAN) OD tf8`SUP 1/4• 1/Y;ifa' `�t 1/2•.t/t' 1/2.��.- ORIENTATION EI OR DR iJB•SUP DR Ile SLQ+-i„t.I'1} �+.:oR F/8`StfF 03 +jai sua. WALL MOUNT END IdUW4N SECTION Q-0 (PLAN) SECTION 0—Q (PIAN) 1� SEQON R�;[(PLAN) \/ SECTION R'—R' (PLAN) 1-19±-, ORIENTATION #1 ORIENTATION #2 ORIENTATIONS,#I do #2 ORIENTATION J2 (q� a 4 6,G A WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT'INTERIOR MULL _...mom INSTALLATION DETAILS INTO MULLIONS G G1 G2 ? ;s Sx •` ....l.0 / 1 aR l%8'ftP �R t/e'9JP WAM i 2 t + (2) 2%4” OR (� f 1 2x8. STUDS t t, _ ............................ (2) 2"x4" OR l s r (SEE St?EEF 20) Eo c. �S (SEE S KOULE * ALTERNATIVELY TPJ O, A ....I 2"x6. STUDS I ! i.�.i `",f z 01 S E T 21 N Ca. a MIN, 1 1/4"O-20x 3 4" (SEE SFJ£ET 20J (SEE SCHEME. �2. / S.S. Fd.S. c:�wEer 2,) i�LwJoo — jt x.�� W/ NUT MAY BE USED SECTION Q'—Q' (PLAN) FOR THIS CONNECTION ORIENTATION # PLYWOOD WA U D k INTERIOR MUWON. . Y � +753 -T.25a. 2•,jp.,• SSS Nar..,.I - -- — -------- ,._..._.. 2222 ........ .., � �✓ ,i, !y t•+ t/2r t/s'� l'f'! ��11 FLORIDA BUILDING=E(Non Righ Vaiotlty Huatrnn¢Zonol •441 c:n:T rtTcca ac: ]�] aaaxu or FLUSH MOUNT WALL) OR i%a'suF `® 7 Nautilus Vic, BUILD-OUT MOUNT • j -�F-"' 1 L E C 0 IMt. .Ra7IFbgSdntler5�•atem °8/wtel> SECTIONS 0'-0' (PLAN) 't '"ir M TnLn TESTI>,o r aNEc+nRa coorxT.Y EXPERT SHATTER SERVICES .INC. �:P ,. }�zx �� ?xt•,, m.,s a,5aa ve ntN¢xus.n sa,c. 1525 SA MLTUOrE STRL:T 17-244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS 's � �� PORT ST. 722)4 ,. Ja. j "C FS`ii e-mo! S8 n aWacT£rom OQAwUl4 fN j( F Vesaal:tIIoo TO-WA.n41:.ITYiY sT1-enDx Sl'J:>;:7/4•«1` '-'DHy' l :Ctj WALTCR A TWLR'J,P.C. o:r acmm� Fn: er:a aamo. tm P E. 'S. .JSIGNATURE/DJTE FLaa'oM Le.1 uf67 as..m� u/.. sNLCF H orpg a .- •A 1/2'lith En,..... 3"...-{"-4. 1/2"Mn Eo,•--e--FOR 3/90 CALK IN.ANCHORS (4) 3/80 CAV-€N ANCHORS OR --3" Min £D—• II--J"Ikin. C U.......,,J,,, fOfc 1/4*0 SOLID-SC?A'+C+M (4) 1/.1 8 SOLID-SET ANCHORS.OR i+-4"Min E D� f---4'Min. £O-••-•- FOR 3/870 Klag 1'30iT TZ Ex?AIMN At1CRCr,2S (4) 318'0 X"1�LT,TZ E%PA100N ANDiORS OR (4)'ANCHORS* PER /,,." (4).5/16 0 TAPCON XL ANCHORS STORM 84R'CONNECTION; I----•3 1/$' MI ,£.O `,-.--3 114V Mn E,D.- FOR 5 F66 TAPCON%t AdMCHORS .° t ...3 1••'"" c / / 5/16'4 TAPCONS XL W/ ��,,.-SE TA84.E 2 ON SHEET 23 EDGE OF SLA$ EDGE O. $LAS � I+^^^•^-^^^^- 2 1/4-Min. EMBEDMENT F", (TMP,TOP & 90TTOla) IF'APPUCAg4E / € a^.:` 1F APPLICABLE, & 1"0D,xO.O60'OALV. .i'` - ,,+ _ STEEL WASHER 0 24"om- M, ✓ S EXTERIOR 4"Min. .4. 2" POURED CONCRETE a 2- 6 0 POURED CONCRETE— r j-.. ALUMINUM ANGLE (k VOE6�AU.41� {T`e.3 Kre's)3'min is (t'c-3 Kai) 5"min. ^ {ALUMItiJM ANGLE//E4 S10£1V'f UK THICK R£OOtR£D i 5/160 TAPM14S XL THICK UUIRED ?" 6 _ O SCRENS TOTSTOR4A"9AR.,$UILOEX T£K 1 W/2 1/4*Min, . EMBEDMENT �. /f�.r• ./' """""`"5---'< {TYPE TOP&BOTTOM) 1'.O.D.z0.O80'GAEV. STEEL WASHER'a � SECTION S-S R 24"ox, i 90X j i' it 1 LC�Ltn�:/I�R1111r KE € I 8 AxTkCR I`Min.FOR , BOK s may" WIND ZONE -s t Y I DETAIL A I: •""""•••" ` ; *1/4"5-20 OR 3/8'a-16 MACHINE SCREiA'S'USED.iaNTLY W/ 2"!Ain, FOR 3: t SEE STEP 3 ON,SHEET 14 FOR SPECUti WIND:ZONE TREATMENT FCA!Y<ND FG'!£5 1 Tt+Rli 1/4"0 y 3/4 SOz O-SET OR 3/8"0 x.1 1/.4'CALK-:Y4 ANCHORS 4 f ro - "� o. 1"Min. FOR 1 I RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME V'w WINO ZONE-- I STORM BARS-RE REMOVED, (SEE OET..A). ;-3t I k7{TER9QR N'ri in I SEFARA71ON TO ao it CC GLASS (2) M BAR 5}PER w( A 2� 2"Min.FOR j I STORM BAR CONNECTION, (SEE SCHEDULES Olt n .SEE TABLE 3 ON SHEE?23 a G SHEETS 15& 16) S. Ma1ND�ZONE _. ICY D (Typ. TOP& BOT—F0.) FX1I:RIOR Mn {2)3/8"0 CALK-04 kiCHORS LAR. • (2) 1/4'9 SOLID-SET ANCHOR$OR SEPARATION TO I ;1"i4-••^•--4` is 1 CLASS (2)(2):318 O ft9K BOLT TL EXP"ION (SEE'SCHEDULES ON \J ANCHDTiS OR �%• ;; `�./ ; SHEETS 15 &. 16) ( {2)9/16'8 TAPCvV XL ANCHORS 4 l BEYMI Ex35TiNG.m I K EXRRit4R n j GLASS EXISTING <i 2'x2"x1/8'x0'-6"(6063-T6 ALLOY) < ,1....,.....,. " e. At.€1kfi1YYUM ANGLE EA.SR)E W/ _ 51 (2) 1/4"fl-14z3r4'116wILDEX TER 1 (mTOPJ>`A11TC44),3 (frP,rCf`pT;Ct4) .w,.,..5"..._.i'• SCREW'S 70«TORn1 t3aR{x 1 1 p MR. TOP&BOTTOM) ® -- ' o a SECTION S1 -S1 (IMF.1Ci�/80TTCM),•; ( ' . (TTP.1 /6GTTo4l) 2 1/1 B' 4"Jilin: ' j I POURED CONCRETE �MiT4.E.D' E.'3. £ --1 1/2"0 I/2"x0.062-xCONT.ALUM. Q 0 -•�.,; (4'ca3 kp1) 5"min, ./ E ANGLE W/S/16'fl TAPCOnS XL W1 '.I THTC✓REOUIRED 5/1f"x T"CONS FL.W/ "'r .2 1 4"PArt- EtaB£DMEr1T 0 24'0.C:, ...._•,. y - r �,,x 2�1/4"mi..£MBEGt�Ftllr / - EDGE OF:SLAB 1 Pa ary CCxCR1TE E7} "E of stAB WALL MOU 4` U �1V$ FLORIDA BUILDING CODE Nan Hf h Velocity tYurricoao Zona IF AFPLICA9;€�y -'�,*N�.z REq'C I tf APP4ICA�E lA � 't��'. { 9 1/2'Min, E D - 1-11 11 /2"MI., E.0—FOR.3/8'8-CALK-i'4 ANI HORS • ♦ ,.44 D� " C;Q17 FdT€tO IHC, (a14xIR ar: -3"Min ED .... L 4 min ED-•••--I•--FOR 1/4'0 54LiD-S£i ANCHORS i ' jGG�T . Naudlus I•---a"3a7n E D �'Mtn E D----I--FOR 3/8'0 Nt41.�4 BEAM T2 FXPA1ntCt4.xNCti'wiS # "�" r �.e/� i(o `1h�Shn#arystam r• 11� I,..,,,,-.3 1fE Mm. E_O.-..••.......;3^....•"».,,3 T/6"min, E.D.•-•.4••".,,FOR 5/f8"p TpcoN XL A.N ims � 'y'�" '�..:..:,;Y T1�zr G 4 Q INC. TILUT Q eHQ•7etHo COMnAHY EXPERT SHUTTER SERVICES INC. 1626 SM,WLTMOK STREEt _trp ' •...., l`r! 111 nw.;smsaan,av,ra.i7asmn-u1, 17-2�}A FLOOR TO CEILING!TRAPPED AND WALL MOUNTING:STORM BAR '/ ��s�i1 =' � c°TaQ,4« i a "�r 't m �_os9e mew K. SECTIONS V +,<A,1.16�A t w 4r,P.[ �� . SCN,E.:3/16'x:1' P.E.Stiff/��ATURE/OATE 3'!¢taQ:t Ua/44167 m.rar. 4w SH£ft.9 Ot to Min. E.D,�--_...---------0- Min. £.'�s-^^--.- -FOR (1) 3/4"0€{Viii HOLT TZ EXPANS€ON Z" ANCHORS 0 END AND INTERtOR MULLIONS 1 1/2` O& (ORIEATION #1)AND ENO ' MULL€ONS�JG do (OR ENTAT*14 #2) -�- 3° 5` ^-^^---^-^9• E ^FOR(2) 3/4*0 TZ EXPANSION KWtK G Mm, � g' din.E.Da -r—ANCiORS 0 INTERIOR MULLION (ORIENTATION §2), G Z , EXI�DR EOGE OF 5119 PUCA°,.t.E r^T r eTEDGE CF SL* 3 x3'xt j2x0'-G' 4. Ad+ F- s I i t 4 I ;7 i£APPL€CA9`W. 8" 6061-T6 ALLOY \ .tv !I a`'t \, \.`j,.� Aum.ANGLE EA, SIDE W/ .~''�. ^U.: '�•, "``\�`'. \<`\ (2)3/4'11 1)BOLTS 0 R:A CONCREtE ri L j (8061-T8 ALLOY)Alum. O MULLION O k 1 1/2' ANGLE EA. SIDE W/(2) (+) 3/a'c 3CWIK SOLT TZ (f'c.= 3 ksi Min.}-J L 3' aj4"a THRLI GOLTSTO 1 112' E%PANSiON ANCHQR S IJ2' 8'Min,THICK REO'O. j, I MULLIONG&(1) 3/4"0 Vf/6'Min,EMHEOMENT c KWIK HOLT"TT EXPANSION 1 tJk" t0 POURED CONCRETE ..-�" - 3" ANCHOR N/6-M-6. (Fyp.TOP &BOTTOM) EMBEDMENT TO AUREO 6-- I; CONCRETE (fyp.TOP & r BOirQM`} EXIST€,<G^- I SECTION X1-X1 W/(G�* ALTERNATIVE SECTION XI-XI W/G* cuss (ENO & INTERIOR MULLION) D �g INTERIOR 1 IO O (i R. P€TAT N #l�. OR G1 I tiY ORIENTATION ' �- s 3"x3•x3 2"xa'-4• a"� -.€ ?/2" 1 1/2" 1 1/2 t.1/2"- - (sass-Ts.ALLQY} `u2"- ��•�...„' .� -�`$- vii I + Alum,ANGLE EA,SIDE N/ ' �� T ••..•••_ t •• R {2) 3j4'o r U HOLT$ i 3" - s" x Lt.MULLION & (T) 3j4'a KWEK HOLT rz a ® E,; £XpATiSION ANCHOR G1 O/8 or Q/8 or N/ G'Min.. EMBEDMENT TO l 81 R/8 or I �; R/8' Or gOP d�HOTrO)CONCRETE (rYR a"WMR 4" E%TEREDR x a /g' R /8' Ri _ I , EXIERfOR ' ' € i __g,. 1 ,12' Ir.xt/2 x0'-a'(@061-T6 ALLOY) i3x3 xt/2'x0-6'(sost-Ts ALLoy)X1 X1 (T?;Ttd JBOtTald}a (to,TcpJGaT w) A.um,ANGLE EA. SidE Wj 2)3j3"m Albm �At.OLE Ea. SIDE Vrj (Z)3/4% E0. EO. € tf2' THRU BOLTS TO MULLION &(1) THiiU ALTS TO MULLION & (2) I ` KIWIV ST TZ 3/4•0 KWIK BOLT TZ EXPANSIC14 ICHOR W 64LMin. EMBEDMENT T'TO 2"+-•2' ANCHOR_V!j V.Min-EMSCDMEtJT TO / 3" POUR£D,CQNCRETE(Fyp.TOR & POL•^RED CONCRETE (Ty'p.TOP& + SECTION X1-X1 W/ # HQ� ) 6oTFOM) 1 POURED CONCRETE. (lc - 3 ksi Min:) (END & INTERIOR MULLION) (END MULLION ONLY 1 (INTERIOR MULLION QRW t t# ! 1 H Mln,TH€CK REO`D; (>ft+/ Qf?IEISTATII�IE 1 # IJL EOu£,aF suB (8"0') ) ALTERNATIVES SECTION MAI W/ -- F AbTBPfkbLE ALORIENTATION $ 2) _ I rPrLY..At;LEi � § I 4 -- - - - - ...,.. •J ..,..,. .. FOR Ur 3Ja.,a I). KR HOLT TZ £pRNSIOtI i fAR(2)3/4.0 Y.NIK BOLT T2. 9"Min. E.O.— rLUON +" -- --- 1�'�, '� `"JtNp BOX NOT SHOWN FOR CLARITY 9 Mtn. E.D.----w- ----9"Nim E,Or- EXPANSIOt: 1 ".. �ANCHORS 0 END AND INTERIOR MULLIONS +1 y'• FLORIDA SUtL4NC CORE(Non High ValGci+y Burrcatie Zane) @&—0(ORIE TATION 91 '&J7.)AND , 02037 TV Eco Wc, *•] GN.vs'!871 END MULLION 00(OR€ENTAI:ON #2), '�.Jf.t y "•�(�{+1tk.g_A •^ Nautilus t.c. FLOORTOCEIUNGiTRAPPEDMOUNTIKG:MULLIONS n OR Lls 3 VF Razungskalterspar aek w/N/14 SECTIONS W-1 a M` IL E C 0 iKc, p q INC. AtE �� •• TILUT TMMC Q ENGINEERING CouP"Y 1"XI'�RT SI'tUTT�I? SERVICES 1\ sA� RI �( +` "xs;= ; t ;s�,>,I� ORT sw uc ki,STRIP 17-244 wl c«4o END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* _ /p +++ E6_DDpQ 7,R t" 7.o-mu.fA!:<TT21 9T,-4940 SCALE:1 j6'a 1• v.e: ;}, }y 'NkEjDAkE. moo,ti tu.ur.v.v.c ••..»» .•,,s TtCt7F1,A£ic./�41G7 ,.+en SlICCT kG df?G A fh;n. E.D. Min. E.D. (4)ANCHORS---7\ 3"z3"x1/2 x0'-4" i 2" (SEE'SCHEDULE l#s) j(SEE SCHEDULE #'1 —`> � (SEE.SCHEDULE#I) '6cei- ( - T5 ALLOY) QSEE NRK;MUNQO(INBERIaRj @�,1(END.&WEROR)TRAPPED WXWED WVWONS EDGE OF SLAG, r EDGE CF$LA9 -©- hum..ANGLE.EA. -PAN COVERED W SCHEDULE 18 FOR I-61AUAWN CK%S 1.14&U 04 SHEET IF APPUCAB' t i F AOPUCABLE ! SIDE W/{2) 1/Z"c. THRU BOLTS 1 TD ddULLIDN KD LOAD,Nut.UON SPACNO AND SPAN INSTAL UN): �:�\ ,\ \ .\ ,`�.. � ; �• s a�t ,,.,.�.. (4tdt • ',, ; ` ILMAIATtQt W I -RESWIPA.AID COMMERCIAL dAPI..MAF�NS Ism1ED.8. DaMOR "tLAUMUN A6,a DESIa'f PREBSURE..RA1W"w 3" POURED CONCRETE 3 z3`xt/C'xD'-8' 12•-a'U/JOMVV uuumi SPf�M. —(fa-3 kat (6061-TB ALLOY)---. EE SCH2OttE5 pt &p2 FOR ADDETIaN4i SPECS. SEE SCHEDULE#1. Alum.ANGIE EA. SIDES 1 1/2" W 2" O s "0 MRV - 18TgI am 0%4-RESIDENTIAL AED CONVERDAL APPLICATION W/iMB paL F —I• MULUGN I 1 J2 //(( ' UAXINLLU A.S.D.DESIGN PRESSURE RATNNG,B'-6' 8OLT5 T / (O'1 � kA7;HU1i UDli4;V7 SPACING. 3 SEE SCHFOLaE$ 1 R 2 FOR A.D760t1At°.FOGS. B' p 1 z' GLASSEMSTING 1` ALTERNATIVE SECTION X1-X1 W/CG)* IbTY�ATIDd Oa a-COMMERCIAL APPLKAi1;E FOR Aloaa p.dr,uAxwun ASD 1 ;J2" tk'SIGN PRESSURi RATING, 8•-(r'Au7(RdUN.NUEIKRf fAEn. Gt (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) r t/2, ccsa SEE scHEo,slEs 11&/z FOR AOt911DNAt � •'."x3"srf/4'rrD'-a' i�..-6"--------;i (£s"E:CHEGUIf p2)- 2•'t-z•"'� LI-- ) Z ALTERNATIVE SECTION X4-X1 W/ # p (6061-T6 ALLOY H Alum,ANGLE EA.'SIDE 1^ W/(2) 1/2"S'i'HRU ]" BOLTS TO MULLdON r ( 4"x8 INTERIOR AND ENO MULLION W1 ORIENTATION # S p c p ® O3N Q/8 or= ';,� Q/S or DaERG1 '" scHEouLe �� tt s3 Nrn •; " SR R/$ or 'TIMCKNSS AMORTYPE&SIZE(EYP.TOP 00WIN. ANCHOR ( ) CHJ ^ CASES NC7 DISTANCERIEVON ANCHOR R'/$ (SEE SCHEGEp1 � 3/8-D Hlln INC HUS-H SCREW 4,3/8.0 POWER FASTENER >< 1 1/2- WEDGIE-MIC+R FORA&@(INTER)OR)UOLI NS 21/2. 5 1/2- ,# 2 �• 1/2-0 H,LTI INC Huy-H scq & 1/2.0 POWER F41MER ® L ® ALTERNATIVE SECTION X1-X1 WJ l�7 U w/ORIENTATION pI.8ANO"FOR W(END&INTERIOR)MULLION J• 6• X1 T X1 (48" INTERIOR MULLION ONLY W/ ORIENTATION # 2) fieY f0LT1 INC KWIK BOLT TZ ONLY Fog0 tr INTERIOR (TTP.TGP/5DIIC4)� (EYP,.TOPAOTTOU) ULUDNS W/OrPENTAT.ON 12)&0.(ENP.61.lm:.l W/ 21/2' S 1/2- hk ORIEMhTICM pt). --� ;061-16 ALLOY)Aum, 1f1l.. TWEDGE 80LT NN;G F-.R 6 1!{EN ORPOWERN'ERFASTENER S 8 S. AN0LE EA,510E W/(2) '1n'(' MULLION>W/OMENTATEONS�i OR 2. ?"0'TH�P BOTS TO ; 1 ldULL30FN..Gi' q 1/2'0 HIL11 LNC KW7K BDIT T2 ON FOR G 8 RNSERIOR '^J NUU.IZ W/OR1ENTATON ff2)6 (END N_ N W/ 3 1/4• T 1/2' oAEEhTAT1ON(1) 6"Q"EXTIM Q b" 1/2'0 HiLTI INC ws-H SCREW OR i/2Y POWER FASTENER EDGE OF SLAB IF APPLICABLE . 2B%AUud O'EHD& N*lTERIORon N MULUOns 0 k'B J• 8• rein E.D. tAin.E.C. _t :F APPt.tCtditE.,, (SEE SCHEDULE #'1)-"t / (SEE SCHEDULE;)1)'1 j ! W/DPo£NTATILNiS/t CR p2. / (4)ANCHORS . y,PGLFREo fANCRE"dE (SEE SCHEDULE$t) 1' _SCHEDULE ;2 (f'c-3 ksE Mn,), . 1__96flLj SEE SCHEDULE Yl. 1 12• DNSTALlATtON WH SLAB NtH.ANCHOR MDL EQGC / "•^^^'"T"--3" # CASES TWRCIOIp 4 ANCHOR TYPE dc.812E(TTP.TOP R BDTTOY) ENBEDUENT DST ALTERNATIVE SECTION X1-X1 W/ -- FLOOR TOCElLING7TRAPPED O NTiNG;MULLEONS G OR A L a a A 6/0'a lala INO HUS-H SCRE'u&5/6-a POWER Fd MER SECTIONS W-9 (4 z8" INTERIOR AND END MULLION ONLY,• �) �wE-B LT ANCHOR / 4 FLORIDA BUILDING CODE(Non 8E h velocity Hurrtcana Toru) END 81NTER10R TRAPPED MOUNTED MULLION INSTALLATION '. o2of:rLTEtO 04c a "I: 4 NO. = Nauffills APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS ] RafingS6af aeSynfaref -o �F /L E C V IN6. DAR SCALE,1/a":_t• -7D 4 nun TESYtMa do ENcwffRaNc COMPANY EXPERT SHUTTER SERVICES INC. 0 •At ,,,,rr {il \{ ess "►.:bn.at.m.,os.nn.+rA cwawin Area 1626 S.W.&LTUGRE STREET' CQ i4 1k aw":cxean 15w,r,.:txuHr,-,m. 17-249 (� ''••..:.....••' �� TL e-moa t.esea0od,e¢m FORT ST,U10E.R,34484 • SIDE RAIL L AND BOX NOT !-,�'�` C? 1T ENI-DnD�r1s : ") ea T4a.cos4.Fin hit 071 c9so SHOWN FOR CLARITY x TER 6 ill Pt' "•• ,," °" r... sHTrt ICA OF:a a £OG£Ir APPLICABLE\mow. 2'xMULLION DEPTHxt/8'Cont. ("ALUM.TU8E(TOP & BOTTOM) 1Y/ ,^1 4.0x34"ITW SUiLDEx TEK SCREWS 7 3/� 4- `' I `` 5/16.0 TAPCONS XL W/2 1/4" r•O.D.x0.060'GALVANIZED SrLEt MIN. £.D. 2 1/6" .♦ Min. EMBEDMENT P 24'ox, � WASHER&24'0.c. MinE.D ,j_,_„�,_ 1 r F "/2* / EDGE IF A:'P3.rCA9LE-�tt EDGE IF APPUCABLEZ CONTINUOUS P"ED \ ( 7 3/4^Min. E.D. 7" CONCRETE(t'a 3 It F Wn.) 10 2' --- E.D. 7 3/4' 8"Min.THICK REQ'D, ♦ ` 2•� �- Mra. I 2• 2' I ' I �END CAP POURED CONCRETE J- 7 J/4" " i (t'c 3 Its' Min POURED CONCRETE Mrn, E.C. ;.EO.—I—EO. 8" Min. THICK REO'D. "�, Q {t'c =' 3 ksi Mtn.) '� i•EXIFICDR \\ \\ n, a• 8" Min. THICrC REQ'D. Dam N ©dR G1 '/G OR G':. a o" .. li 7 M n E D--."._.....- 4" N ' {,}/8 Or Q/8 or 7 3/4"Min. E.3. _.. W R/8 or li I R/8 or ;,� _ 4"x4'.3/8"(6061-T6 ALLOY) -' (6061-76 ALLOY) tiJTi R•/8 it ( R1/8 J""'"" 1-Aum.ANGLE EA, SIDE, EDGE IF APPLCABLE-' Alum,ANCLE EA. SIDE. x J �.D .._......._. ...._...... .._.._. EDGE IF APPLt�A6LE a, W Exm.TING-F'•min' E U (WALL iMO ALLED TRARPED-JAY REED SECTION X242-W/n OR�* ALTERNATIVE SECTION X2-X2 W/ G- ORALSO G� Guy` (END & INTERIOR MULLION) 1 PER sEcriaN R"—R' ON SHEETS,) (END & INTERIOR M LLIONI 1 N/ ORIENTATION a 2) mw t/tb'� \�. (W/ ORIENTATION Al it Min, E,D \��11 ii 7_ / 1 1 2"x1 1 2"xD.D82`xCONT. ALUM. �4"z6" Or 4"%8"} 7 3/4' jF ANGLE W/ 1/4"00/4' ITVt 6UELDEX 46"X4.a Cf $"X4.>` r MIN. E.D. TEK SCREIVS 0 24" ox.TO TUBE. I ----_-__. 1 1/2" ` Is SIDE RAIL£D)NOT SHOWN FOR CLARITY CONDNi7(YJS POURED � I �. t0• CONCRETE(fc-3 w It&) >> 8"M im THICK REVD. Z2 X2 tv T76aneel) F 1/2- 7 /2"7 3/4• 1,_.4"x4'xa/e rD 10(6061-TS ALLOY)Alm,ANGLE MIN. E.D. EO E0 EA. SIDE W/(2) 3/4'0 THRU SOLTS TO MULLION ,1 Q�• r,%'= &(2)3/4.0 KWIK SCV TZ EXPANSION ANCHOR J1 •.•'•'•GEAIg•°'•.•�A ? fLORDA BUILDING CODE(Non Haigh Velocity Hurricane Zone) 5`Min.EMBEDMENT TO POURED CONCRETE. t Ton T'4TEGa m;. TAkNN s+t WALL. (TYP.FOP fT 80TTOM).> f EDGE IF.APPuCQLE No.4416 �1 Nautilus WALL MOUNTING:MULLIONS CGS OR * -�- "'tea r RoHGtgSAnNerSyatstn rein -� - 1 L E G 0„ �: D►TE POURED CONCRETE WALL :9Q, ti r W,`` TtLm TESTING a:ENGMEERINO COMPANY EXPERT SHUTTER SERVICES INC. SECTION V112 =+�F Cy^ +� O 61°N �M��I�.� t is a0"` PoRr S1,LMtrc[C4i S as 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION --_'`sip �c��O,tF` 6c� �`" E 0m)?•9-90.6.PO:(71>)Cit-Ci17 WAUE➢,A 7LLLR b P., 'a'' ° —4 w'. 5°ALEt t/8 1" P,£. S�MWAf E/DATE iLORIt4 Lk. uib7 muw. SM177 11 oE1b 0 1/4"0x3/4"IV1 BUiLDEX TEK SCREWS EDGE IF APPLICABLE-k UON DEPTHxt B"Coni, W/ 1"0.0.x0.060•CALVAM3Y6D STEEL EDGE IF APpUCABLE 2"xMUL .,. ... ... / WASHER O 24^a.c.. •T.•.. ... ... •�, '� T-AS.UM.TUBE.(TCP& BOTTOM) Wf ' —'"4•"""""I j7777-,-.'I` \� `5 16"0 T'APCONS XL W 2 1,14V EDGE IF APPLIMI,V-, 7 1/2"Min, CO /2"' i / / 1 2" f Alin, E'D t Min;EMBEDMENT 6 24.'.o,c, r., ""^�••-•-.2.;'�. MIN, E.D. POURED CONCRETE ( POURED CONCRETE \ (Pc = 3 ksi Min.) r, 6" Min. THICKNESS-�\ ExTER10R l t'c = 3 ksi Min.) y»EIMMOII I 6" Mln. THICXNESS ti REO'O. Ll € I G ORO !P EO,-i-E4, 't_. LONfi .10:15 POURED i 1 END CAS �_,_... 7 2" �\ 2", 2"^ w' / n I 7 f/2" Min. E.D. GYIMin. rE far 3 kst M ) 7 1 2•'Min. E.D. !dirt. E.D. � / !Ain _ _ i i» 6 Tr CKNESS \ 4^......... 4" '4* a'x4"xSJ4"{6061-T6 ALLOY) /� '74um,ANGLE EA. SIDE, f( }CR GEDGE 1F APPUCABLE✓ ASum.ANGLE LEx.$IDE'. EDGE IF APPL6CSBtE! n z ALTERNATIVE SECTION X242 W/CGS OR CG9 ALTERNATIVE SECTION X2-X2 W/ 142* ((,IJTERIOR MULLION I _(END & INTERIOR MULLIONS) ORIENTATION } (Nt/ ORIENTATION 11 oN Q/8 or : 0/8 or (4"X6" or 4"XE") (8"X4") R/8 or ;, R/8 or s R1/8 i RI/8 OSEE MAXIMUM©(INTERIOR) Pc Q(END 3c INTERIOR) WALL g b', � €"• •. -[��(WALL MOUNTED MULL€OTJS SPAN COVERED BY SCHEDULE 2b' WOR WO Min: 1 MOUNTED SHOWN, MAY INSTALLATION CASES I' k II' ON SHEET 25 tIfSxisrmc, I BE ALSO INSTALLED TRAPPED Oo'ss "? MOUNTED PER SECTION R'-R' (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): } ON SHEET8.) INSTALLATION CASE T - RESIDENTIAL AND COMMERCIAL } 77"' if2 `'. ATI \ ti APPLICATIONS WITH 60.8 p.s.!. xE Min. ED1' 1 1/2'01/2"x0.0eR""CONT. ALUNC MWiMUM A.S.D. DESIGN PRESSURE. a 7 1/2" '"' ,ANGLE W/ 1/4"093/4" ITW SUILDEX RATING, 1:2'-0" MAXIMUM MULLION MIN: E O. ,•-I------—i TEK SCREWS 0 24"o.c. TO TUBE. SPACING, FOR CONNECTION 10 CONCRETE, VALID VJ/ HILT+ INC HUS-14OR j POWER FASTENERS WEDGE-BOLT ANCHORS, INSTALLATION CASE 11' - COIAMERCIAL APPLICATION FOR x.100.0 X2I I � p,s.i. MAXIMUM k S:0. DESIGN PRESSURE RAPING. 8'-0" (1rc.T°P/�TT ) 1 '1/4" ---- .3 1 1/4' {m'Ta�/Ironw) MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO C Bk+CJs FCURCD :\ CONCRETE '1Jf HfLT1 INC KWIK BOLT TZ ANCHORS. 7 1/2 -...4,A4'x1f<.x0'�6'{6061••T6 ALLOY)Alum.ANGLE !.SIN, E.M CCtCREM(+'t�3�T�u- � EQ ALLOY) EA.SIDE W/(2) 1/2"0:THRU DOLTS TO MULUOSQ -- Kn.) 6"Vn, THICKNESS'`+ & (2) 1/2"O W0119 BOLT TZ EXPANSION ANCHOR r" *. ------- \ �fOE RAIL�0 NOT SHOWN FOR CLARITY t �• �REa'D. \;'•,. wf 3 1/a~Min. EMBEDMENT To POURED CONCRETE ,. ,{?;A•TfJ,( -3 WALL..Mrp.TDP & BOTTOM). +' EDGE 6 APPLICABLE^f 1 •� •„ •. •�. FLORIDA BUILDING CODE(Non High Ve"ity Hurricane Zona) WALL MOUNTING:MULLIONS Go OR POURED.CONCRETE 11ONCRETE WALL t c?a1T raT[ca txc, awvMl er r�.a��s� Nautilus SECTION W-2 �. ■■ �..rrrr Ttolun�SAnNorSlarom ee/z4/tt OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION* w: T,uai,csrlNo,[Nat„ctrtwa aoaPn(y EXPERT SHUTTER SERVICES INC. • � t f,:•' ,�� vss r+.v lit•.m.,fi_ .f. ss�ls.t r62E 5,M.fNtTUIt1N£SWEET 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS fins �r�1y1`' F�sa-��t��riaco0oa.<am a08i$4.WIVE,Ft.34984 •• V p� w+aas leem!�+'I-aa a ru:fr�xl mr-wsa wwltR AYUkir.r.?.0 m's mot.ra nx sc Ei 1/8”" r• •"�.5/a1 6 113RE/CAIS ftnt+":¢/.L:'j 4187 nn,s.•, �'t UF"llAos'�*, s ^'Min. E.D. ' Min. E.O. OR(11 3J4'c KWiK BOLT�EXPANSION # �2- ; t 's ANCHO S 6 END MULLION 3"r3"ri/2"r0'-4' ' --.....J. j (OMENTATiONS k1 & 112). (6061-Ta ALLOY)Num. i n 2' �FOR(2 3/4"D Kmx BOLT Tz EXPANS.QN ANGLE TH SIDE WJ TO « MULLI TI0 BOLTS TD £.Q. �ANCNO S.b fyT£RIOR MilLL20N� idULLiQN dt (T) 3J4•e- 1 Sf2' (QRIENTAitON �2,. KV+}K tJOLT"Tz EXPANSWN ANCHOR WJ 6'M<n. Ercr OF SLAB r-3=: r t r, ,-7 1EDC£Of-SLAB ANCHOR W T6 POURED F'APPtICAC4E s t : t. 3 t I r rf WF UCA5LE CONCRETE {TYP.TOP & r .T._ I €POURED CONCRETE L"' JI I 3 ksi Min.) 3" B" Min. THICK REC''O. 13 13 u t3 I3 '...2" 2" EXISTING4-.,_, clAss I• SECTION X3-X3 W/ �* 4t1in, f IG7 ONLY) 1J2" 1 1/�2»' QW/ ORIENTATION # )} 1 1J2' I I m ® I q i ` ;I F7 G,�8 {. 2 3 ° 1S2 —} 1 Ile F 1 t/s" I Ile f'� ; 3 F/2'- -t -�3 1/2" x X __ (m, as/a�Trar) (m,rsCitcul �j•Ys.1/2- —7-(6061—r6 ALLOY) a'x3 x1J2'D'—r"(6061—T6 ALLOY) Alum ANa`LE EA SIDEW/12):t./4"p A!- ANGLE EA 510£W/0,, 3/4'9- THRU sous TO MULL vi d: TyRU BOLTS TO MLLLEON> & POURED CONCRETE. (1)3/4-0 KWIK BOLT TZ EXPANSION (2)z/4"o.tW1K BOLT Tz xPA(iS10,x.' r-(t'o--3 Hsi Min,) ANCHOR W/ 6"Min. EMBEDMENT TO ANCHOR K/ 6"Ulm EMBEDM 4T TO 1- i 8'Min, THICK R£O'D, POURED CONCRETE(Tyr..700& PO:SR£'D CONCRETE(Typ.TOP t BOTTOM) BOTT011) (END MULLION ONYX (IN.3ERfQR MUL..IQN QIyLY� ¢„ EDGE Or SLA--j B r' ; '< ALTERNATIVE SECTIONS X3-X3 W/ G� -> � „i ,4 eQOE aF S€AB c rat tMABtE APPLICABLE W ORIENTATION . 7 ' FOR (2) 3/4-0 KYAK BOLT TZ EXPANSION ,.••••...., (4"X7"} _ - Otir:. E.D; Nin.. ANCHORS 0.INTERIOR, MU!LION (ORIENTATION #2). ��' J' • 510E RAIL 00 AND BOX NOT SHOWN FOR J� ✓ CLARITY. 9'Min. E.D. ---9' kin. E.D, -FOR(1) 3/4"e KWrK BOLT .EXPANSION $'��,:'�� S,C-"'.� ANCHORS 0 END MULLION FLORIDA BUILDING CODE(Non Mqh Velocity Rurricene Zone) (ORIENTATIONS X91 & B2). '' No. 02017 T4,arcu ucc. Nautilus ""'an FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? SECTIONW-3 � 0 Q TuuTTcm` E`iee�nne,COYPW RelltagS6nderSpaEsm cs/xst� e. EXPERT SHUTTER SERVICES INC. � 4J '. 6,1111 tuX I c> tMaa''bn=lsii s+ae 1626 SAt eumaRC S1.wET 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' —.,�/ONA.�$M41' If "i,��.t— POW�:LSE,R,s,sa, ,P„�16 0*0.4:1wo1 119.60:6.Pp:("2387 1-0990 SNYy7P7'"ff1Jt rA1ITP.A nun Jr.PF. �� om ■er oarow. urt P.E.SEALJ$tONATURE/OATE fLW10A L;o!44162- w,awr nut SMI"12 OF 16 a O SEE MAXIMUM Q(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. EA. urn, ED, COVERED BY SCHEDULE 16' FOR INSTALLATION CASES I, la & 11 EDGE OF StAS:—{SEE SCHEDULE 1 `(SEE SCHEDULE 01)'-tEO E OF SLAB ON SHEET 25, IFAnGUCASIE LFA APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION), INSTALLMON CASE I RESIDENTIAL AND COMMERCIAL APPLICATIONS T— t WiTH1 ±:60:$ p.s.f. MAXIMUM A.S.D, DESIGN p 3'x3'x1/4'xo'-7" . PRESSURE RATING, 12'-0" MAXIMUM 3 �yPOURED CONCRETE' (6061-16 ALLOY) 5'""""""""° MULLION SPACING. (f*C B 7 kei Min), Num,ANGLE EA. SME SEE SCHEDULE 1 FOR ADDITIONAL SPECS. SEE SCYIEOULE 01. VJ1SC ;2) 1/2"m 7HRU 3" SC TD ISI)LLON @ INSTALLATION CASE Ia - RESIDENTIAL AND COMMERCIAL APPLICATION Z' �� W/ ±60.8 p,s.f, MAXIMUM A.S.D, DESIGN G EXISTINPRESSURE RATING, $'-0" MAXIMUM MULLION ' CLASS1° G3 s 1/I SPACING. -- Nis SEE SCHEDULE #1 FOR ADDITIONAL SPECS. r. - i 1/2 INSTALLATION CASE II - COMMERCIAL APPLICATION FOR f100,0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, rev EXTERIOR ((4 ANCHORS {S.E SCHEDULE pt) 8'-0' MAXIMUM MULLION SPACING. SEE. z k SCHEDULE #1 FOPADDITIONAL SPECS. ,x.p a Q./S �E Q.�8 ALTERNATIVE.SECTION X3-X3 W/CGJ) {1Hf ©RIENTATIDN k 21 SCHEDULE #1 (2"x7" INTERIOR !AitLLION ONLY) INSTALLATION THICKNESS ANCHOR TYPE & SIZE MIN, ANCHOR DISTANCE�FOR E -CASESREO'D. (TYP. TOP & BOTTOM) EMBEDMENT ANCHOR w • 5!D£ RAIL�d AND BOX NOT SHOWN 3/8"0 HLLTI INC HUS-H I FOR CLARITY. I SCREW. 4" 2 t/2" 3 t/2' ® /B 0 POWER FASTENER a X3 EDGE- SOLT ANCHOR {11�.me/sarov); {1v?,Twmrnov) k 4. 1/2'e NILTi INC KW)K 2 1/2' s 1/2' SOLT TZ . 6. 1/2-O HILi1 INC)fWK 3 1/4" 7 1/2- POURED CONCRETE SOLT"fZ SEE SCHEDULE qi, ........... ,r EDGE OF SIAS I I >DM OF SLAB IF APPLIC*Bf €k'APPOCASLE f Min. E,D, Mi,l. E.O. (SEE SCHEDULE#1) i""`{SEE SCHEDULE f1)'"•` FLOOR TO CEILING TRAPPED MOUNTING:MULLIONS G3 • SECTION W-3 W' �' '•,,'"�'; FLORIDA BUILDING CODE(Non High Velocity Nurticana Sax) No.44167 Na-uid-1us V.,"'� ' �• L7olttng SAnthr3yaEam •••6h/xk/17 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION D EXPERT SHUTTER SERVICES INC '�1 "�'� �`~ itLLlT NESTING R ENGNtEERRNi COYVkNY APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS = o,�l ZOR ' 4 ; n FL 34284 17-244 Sf13E: S%8'- t• `:h 7 '��6 t "'""' DPAVW X. m. -t ml skk-oese.F/f:ryn)a3,-eaeG �t-t-- w4IiR A tMul If,,P.G �+.•. �woi o tt •+.. aa�w r x PL!'S y i�` @Fyl/r DATL FWAOA Ut,f 4A ar sNm TZAoras EDGE IF APPLICABLE 2'XVULLION DEPTHx1/8'Cent. -ALUI.I. TUBE(TOP &80 vo/ /4-1*3/4-TIV 1IU10CX TEK$CRIVS -of N" 5/14-0 TAPCONS*_ W/ 2 /4- WI t'0.0.4.060'CALVAN12ED STEEL 2 1 iMin. EMBECUENT 0 24'o.c. WASHER 0 24'ox, 7 3/4^ Min, MIN. E.D. --r- EDGE IF APPLICA9UE�3 1/2- 7 3/4* Wn,_E._D. —r-'-T' 2. co=m POURED CONCRETE(re-3 sw WO --n k N 8'Min. THICK REVO, POURED CONCRETE Wc = .3 ksl Min.) END CAP 8' Min. THICK.REO'D. t" MEW 3/4- 2'140TCH WEB Min, E.D. m co. (TYP. TOP/BOTTOM)N 7 3/4"Min. E.D. I -TO ALLOY) 0wro, ANGLE EA. $*L W LALLMOUt -11ED SHOWN, MAY BE o EX;STMC;- SO INSTALLED TRAPPED MOUNTED W GLASS PER SECTION 0'-0' ON SHEET 8.) EDGE If Appill-AMLE P� @_ 7 DMIOR SECTION X4-X4 W/ 4END A INTERIOR MULLION) g i 9 AV ORENTATION 4 2 078 in E.0 1 1 1/2"wl 1/2"xO.062"xCONT, ALUM, Is SIDE RAIL J NOT SHOWN FOR 7 3/4' 3 ANGLE W1 1/4'ox3/4' (TW 13U)LQEX CLARITY MINI E.G. TEK SCREWS 0 24" c:c. TO TUBE. C 5 n-) MITINLOIS POURED CONCRETE Ta=3 W.MiMrL) 8"fAm THICK FWL70'D. X4 X4 7 J/4- MIN, EO. L-V4"j3/8-XO`-10-(5061-76 ALLOY).Alum.MIM.E -EQ�Eo I r,•''��.......... EA, SIDE W/(2)3/4'0 THRU SOLTS TO MULLION i I i'.. -9 MMK.BOLT TZ EXPANSION ANCHOR 3ENS'e"... FLOMDA BUILDING CODE(Non ffigh Vegocity Hurrlrone:Zone) 5t 3/4 Vim EWBEOMENT TO POURED CONCRETE ILl"Eco OX. • oko"un EDGE ;F APPUCABILF-/ WALL(TYP, TOP 4c BOTTOM), 4067 ;gNautilus WALL MOUNTING:MULLION POURED CONCRETE WAL!' EXPERT SHUTTER SERVICES INC. —- lea S.W.OILTIJURE STRW x. SECTION W-4 vft� A.. �"r..�Itrm',"u, 17-244 0 -T,tum.m,3084 o"ww'Ift. u. ........... PORT S le* (EW)741 _c1XV10 67-00 END&INTERIOR WALL MOUNTED MULLION INSTALLATION _:�oa - ..I WAUM,&TUIT J;P4 exvmmom SCALE-. 4'4107 1 12A 1 EDGE IF APPUCaELE EDGE IF APPUCASI.E' 2'xMULUON DEPTHO/8'ConL „^ S ALUM, TUBE (TOP &BOTTOM) W/ '/4-px3/4 MW BUILDEX TEX SCREWS t^5/i6'0 TAPCON5 XL W/ 2 1/t' ,/" �. \"\. ,�. `.,.."4 �',.;�.' W/ 1°D D..0.000'GA)VANI2EO STEEL, * y 1{2 �AlIn. EMBEDMENT 6 24'ox. /° WASHER 0 24"a.c, 4 3/8' tfin. E.D, E:D .I......-.._ ~�. MIN.E.D. ' I r CCkYRNUOISPOURED t 3 1/2' j 8"Mn.THICKNESS REQ'D. 2" D(1ERIOR I 4 3/e' ' 7 1/4" IMin, E.0,.* 1``•.`\ \\```\\f I '^-END CAF 4 3/8"Min, E.D. \ CCA'CRETE(Pc=3 w up.) g 8'Min.THORNESS C3 EDGE IF APPLIGABLE•-7..^•.., N � 3 Z SECTION X4 X4 W/ G G si (CALL MOUNTED SHOWN, MAV (INTERIOR MULLION) o fD BE ALSO INSTALLED TRAPPED (W/ ORIETITATION W 2) N ExiSTRf }[ GLASS ?{ MOUNTED PER SECTION 0'-0' (2"0") ON SHEET A.) Z= � OR O SEE MAXIMUM©(INTERIOR) WALL MOUNTED V.ULLiON SPAN s COVERED BY SCHEDULE 2D' FOR INSTALLATION CASES V & ® 11' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q'/Ij SPAN INSTALLATION): <.. .a T%2" 4 WALIAMON CASE r - RESIDENTIAL AND COMMERCIAL. M;n, E.D 1 1 1/2-xi 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH t13f38 p.S.f. ^ ^ 1/4'0x3/4" ITW BUILDER c � 4 S/B' 1--...., ., \ "'ANGLE 14/ ' ` }fAX1Q.7U4! A.S.D DESIGN PRESSURE 7EK SCREWS 0 24' ox, TO TUBE, RATING, 12'-"0" MAAMUM MULLION SPACING. VALID FOR CONNECTION TO .......__._. _ _ '\ CONCRETE W/ HILTI INC HUS-H OR X4 POWER FASTENERS WEDGE-BOLT TTa'/8slt )3 1`/2' E (nr,TOP/asresO ANCHORS. ' INSTA iATIDN CASE H' - COMMERCIAL.APPLICATION FOR 1100.0} p_s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 i/8' `\...(2) 3 W} /8'0 KK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN. E.D. W/2"Min, EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC YWIK BOL TZ ANCHORS. I WALL(TYP,TOP u BOTTOM). —-- - --- - EDGE IF APPUCME, ,* CaMNUOUS POILAED ,D ' K.TI( SIDE RAIL Dt NOT SHOWN FOR CLARITY - CONCRETE(ft R 3 W 1.4n.) 1D'' A"Min.THICKNESS ROWD. ,'�► '"GENS `; + r � F••••.' FLORIDA BUILD9NG CODE{Non High Velaclty Hturlcane-tone} WALL MOUNTING:MULLION POURED CONCRETE WALL No c TD 17 TPLTE:a C. g t Daum ll' SECTION W-4DATE •` 1 A[` iYaufilus „ i RaUAngSkuTlerS taxa m s/i7 * 9 T}LtrT TESTRIG d ENGINECRING COMPANY EXPERT:SHUTTER SERVICES INC" Q INTERIOR WALL MOUNTED MULLION INSTALLATION R Q �� w,,�x �., vn�wrnc n n,xa 1626 S.W.T}.TUORi STREET ...... 6�11i+ »«.:iwfmaa 4�cnOod eem,..,w PMT ST.WCC a,34994 �AvwG No APPLICABLE TO ALIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS - slONAt tb EH- *}A SCALE' 1/8"p 1" P.E. SsixC�St}1(a} E/DATE RghRMA U 1I'1 alai Da.n m� N.�. ®on„e' un sH[tT ta4asza D 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.S.D.DESIGN PRESSURE RATING(pmt)FOR THE OPENING AND DESIRED SLAT PR CQEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN-If ift)TO PROTECT IT(SEE GENERAL NOTE$2,SHEET 1), i,MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WiOSTORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib h Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN ltd" BE BASED ON CHART It ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p;s.!):THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"VIt. 2.ENTER SCHEDULES 1a THRU 2e 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',F OR 7�,AND DETERMINE MAXIMUM M LU N.SPgN(HEIGHT)W ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FORA GIVEN(a)). ,�&G3),MULLION TYPE& MULLION ORIENTATION. a ENTER A,S,O.DESIGN PRESSURE RATING;SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A;11,1IA.12,i2A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT FOL OWINGIDEFIINITION FOR SLATPRODUCT ISPAN SHANG LL,EOCONSIDERED:DING ANCHOR TYPE,THE CONCRETE FOTOP&BOTTOMR A GIVEN MULLION TYPE( &'OR FLOOR TO COLIN WALL MOUNTINGS OF MULLIONS INTO LlAwt:THIS IS THE MAXIMUM'ALLOWABLE SLAT SPAN FOR WHICH A GIVEN IW SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A,S.D;DESIGN PRESSURE RATING. 1,MINIMUM SEPARATION TO GLASS FOR SLATS IFBOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART Ia,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS Wf0 OR W/STORM BARS(SEE STEP 4). GLASS. §NP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D,DESIGN LOAD AND STORM BAR SPACING AND DaERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES.Vo.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 R 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 ATANCHORS 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 MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE, &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PR06EDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&28 Wt A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX..12%8'OR 7').AND DETERMINE MAXIMUM MULLION SPAN CHART Ia,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W1 ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN CGCG';6),:G�&iO), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 WI A.S,D DESIGN LOAD,STORM BAR SPACING AND DETERMINE MAXIMUM 5..SEE SHEETS 10,10A,11.11A,12,12A,13'&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLESTORM BAR SPAN(HEIGHT), BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(G.@,0j,&0)). 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 VARIOUSPROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS'A&D)OR REMOVABLE(ANCHORS 8&C) STRUCTURES:SEE SHEETS'20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE.OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, WOOD FRAME STRUCTURES. 1� rtCi�n �h `tip .•' •�,Vuyp '':�T L FLORIDA BUILDING CGDE(Non High Velocity tiurrirnne Zone). 04017 TUECO WC. ovm or * + � ' Nautilus � ..$� "'"' RodUrsgSltai7osSyatem o[�x,/1T ^.Z, �L ECQIMe. om narT T07;NG d[NGN[[Rtwc COYP"Y EXPERT SHUTTER SERVICES INC. 16215 51W,mlUoNf,STREET 17-244 ��' �� Gan.°tsC7)'N,am r pcad2t-ass, LVC em 5T, —1 FL 34SM _nw. At...Qooi<.mn CRMRY.Ib y+r-- st+ [e-a015Esey rtm€;tEa»sea-sas,,r2:/mJ en ana �e1 YM1T[R h..Nul J,.RF.. ux. ■r... ua P,@,SrCSQ>,.s9GELf�URE/DAFE RCI UC,f NI87 ao,s.os, 511AT 14 Or26 SLAT PERFORMANCE CHARTS IFI. Ib. Ib' & IC: (ONLY VALID FOR 1)2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.b.t),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART Ia CHART Ib CHART Ib' CHART IC 115E YJOO 13VE ASA LOAD 3/8"0 KVNIK BOLT 3 ANCHOR 5l18"m TAPCON XLANCHOR 517E"m TAPCON XL ANCHOR USE MkVI t01 POSITK ASO.LOAD VAK POURED CONCRETE TO FWRD m1g:RETC TO GROUT FUM CEU.CQNCREIE SLOCK MAX. MAX. SLAT SPAN SLAT SPAN MAX. SLAT SPAN REQUIRED ADN. SEPARATION TO GLASS A.S.O.D "LWX* (FT) 'LMAtf"(PT) 'UA X.'(Ft) MEASURED TO BACK of SLAW(in) R WALL 19lPPm et�0-Qtlr F20'-O' 1WSL 7fOpPEO twa0-ovr p W 0 STORM BARS W STORM BARS RATING MOUNT AwUNT r Q qtr arouNr r4, W/o yq 1� a F w/Q s11C NGI48 SF£N8TL9+M CY tlt MOtl9* MQaaB ME mm M sm"m tM $a to=+t « sm ww tk 2 WOO ZONE ZONESWIND ZONE (Psf) s¢Noes 4+ NQt®4 1-3 4 1-7 4 30.0 20'-0' 15'-4" 20'-0" 20'-0' 15'-4" 20'-0' L14'-10- 20'-0' 15'-4' 18'-0' fS'-6" 1' 14 1 2' 6' 7" 35.0 20'-0' 15'-3" 20'-0" 20'-O" 18'-0' S9'-0' 70'-0" 15-0' t6'-3' 14'-0 t• 14 7 2"40.0 20'-0" 15'-2" 19'-7" 20•-0" 14'-5' 17'-4• a8'-t f" 14'-5' i4'-10' 12'-9- t' 141 2' 6" 745.0 20`-0" 15'-0" Iw_O' 20'-0- 14`-2" 16'-0' 1T-{' t4'-2' 13'-8' f2'-0' t' 14 1/2' 8" 7___50.0. 20'-0' _ 14'-t0' 3&'-9' 1A`-2". 19 1" 13`-t' tk'-10' t6'-2' 13'-1" t2'-9" ff'-0' 1" )d 1 2°53.0 20'-0" 14'-8' 15'-6 13'-4" 5 '' 15'-0' IV-4' 12'-0' To'-6" 1" 14 1 2' 7" 50A t9'^5' 13'-9. 14'-9' S2'-7' 16'-9- )t'-8' t3'-2' 14'-2' 11' 8" t1'-4' tD'-0' 1' f4 1/2' 6'18'-4' 12'-11' t3'-f t" f1'-t1' 13'-4' 11'-0" 50'-10" 9'-6. _.-1' 14' S. - 7' 70.0 17'-4' 12'-T` 13'-3' It'-4' 15'-0" 10'-6' _11'-10" 10'-4• 12'-9" 10'-6' 10'-4- 9'-0" 1' 13 1(2' 6' 7' 75.0 16'-8' 11'-7' t2'-7' 10'-10' 14'-3' 10'-O 11'-4' 9'-11• 12'-0` 10"-0' 9'-f0' W-10" t' 13 1/2' B' 7- 60.0 15'-9" 11'-0" 12'-0' t0'^5' rl2'-G' 9`-5' 10'-)0•..� 9'-T 11'-7' 9'-5' V-3. 8-6" 1' 13" S. T BSA 15'-0` t0'-6• 1f'-7' f0'-0' 9'-3' 10'-5' 9'-3" )1'-2' 9'-3" 9'-O" W-3" 1' 13' '6' 7" BOAS f4'^2" 10'-1' 11'-2" W-81 8-10" 10'-f' W-11" 10'-9' 8'-10" 8'-10' 8'-0" 1' 12 1.2' 1. `m 7' 95.0 f3'^5` '9'-8• �_10'-9' 9'-4' 8'-5`�� ' ' 8'-7" 10'-4" 8'-5' 8`-6'� T-9" 1" 12 1/2' 67' 100.6 12'-9' '9'-4' 10'-5" 9'-1' 8'-4' 9'-5' M 8'-4" ]0'-0' - '8'-4' 8'-3" ]'^6' 1' 6, 7' 1050 12'-2•- 9'^0' 10'-1' 8'-8' 11'^3" 81-0" 9'-2' 8'»2" 9'-8" 8'-0" a'-0• 7'-4' 110.4 11'-7' 8'-8' 9'-9 8'-6 90'-1t' T-f0' W-t0" 7-F1' W-3" T-10' 7'-9" T-2' 1' )1 1 2` 8• 7' 113.0 1 V-1" 8'-5' 9'-6' 6'-d' 10'-T T-8" 8'-8` ?-8" 9'-0" T-8' T-a 7'-0' 1' 11 1/2' 6" 7- 2R0 f68' 8t' 9'-3' 8'-2' t0'••3^ 7•-5* g•.•.$• 7•._6" 8•_111 71-5• 7•-5" W 6'-6 1• f1• 8" 7• 123.0 10'-2' T-8' 9'-0' .T-11" 10'-0" T-2` 8'-2' 7'-4" 8'-8' 7'-2' T^3' 6'-B" 1' 1 Y..� ...,... �..,M. 7"•,•... 130.0 91-10" 7'-6' 8'-9 T-9' 9 9' 7'-D` 8'-0' 7-2- 8-5" 7'-0' 7'-2' 6'-6' 1" 10 1/2' 6" 7" 13&0 e'-5-5 T-2' MV-6" 7•-7' 9`-8° 8'-10" T-t0" 7'-1° 8'-2" W-t0• 7 0 6'-S" t" 10 1/2" 6• 7• _. ,,,...._.,...., ._.�.-...,...m.,,. ....,... ....,..,,... —._ ....... 140.0 9'=t" 6'-11" 8'-4� T-5" 9-1' - 7-8" 6'-11 8'-0" - 6-70' 6'-{" 1• 10 1/2' B' T 145,0 W-10' 8'-2' T-3' 8'-10' - ?'-6' - T-tO' - - 1' 10" 8` 7- 150.0 W-8' µ- 8'-0' 7'-2' 8'-6' - 7'-4' 7'-9' - - 1' t0' 8` 7" ..,,.185.0 8'-3" T-10' T-0' 8'-3' - T-2' - T-T - - - 1" 10' 6' 7" ......._..._...._....._..___._..............'.....,........,...._..__.__......_......._.__......—_.._._....._._.�............_.v.—._ �__.._..._r._....__...__...................._. ... .. 1110.6 e'-o• - r-s" 6'-10" 6'-0• r-r - 7•_5. __.........._ ...._...._�._._...._iQ: _s.._._�7= * BOWES; 1. ABOVE-INOICATED MAX. SLAT SPANS MAY BE USED AS LONG'AS ANCHOR & t8 INDICATE THAT ANANCHOR ASPACING CING HSD AVAILABLE ULES ON SHEETS 7 FOR THE CORRESPONDING SLAT � SPAN AND A.S.D. DESIGN PRESSURE RATING. \tW1 �• ��•"••,..I FLORMA BUILDING CODE(Non Mgh VefocIty Aunirone Zone) 2, REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH x 0240 m1cC3 NO, awaera ew 3/8.0 KWIK BOLT 3 ANCHOR OR $/18 4 TAPCON XL ANCHOR,. INTO �� 44167 Nautilus �• POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR '" , * r ' Rotll3katterSgatesn a/2</ir WITH 1/4-0 TEX SCREWS AT MULLIONS CONNECTION, VALID.FOR •a AII1=. �1 - WALL MOUNTED; TRAPPED MOUNTED; AND BUILD-OUT MOUNTED. ` \: EXPERT SHUTTER SERVICES INC. �' L \\ R1na xr? E G E�NAGIyNEERtN Y,ilP}f a 1628$JN.5',UMORE STRW 1 \ a-. Lv4w1 aw , (xa}9n.ty, 17-244 3. MAXIMUM SLAT SPANS FOR IMERMEDtATE LOADS MAY 8£ :. � t a'QRF Si.LUCiE.Fl.3984 i ►r'••...•.....•• , yt a^<nyA;ldlt0000N.C6m hlWf:1b7a1 9.9-fvl�,nx:t7ri 876-6940 oolmts Ito DETERMFNED BY LINEAR INTERPOLATION BETWEEN END VALUES. S C1 i1 ER-tT101 �- � RAL'RR ti TItw P,E, ATE -)tcRiQA Mc.!.a1ar ¢ sNm a oe z4 MAX.ANCHOR'S SPACING SCHEDULE V8 FOR A GIVEN PRODUCT MOUNTING TYPE WI 318"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING S SLAT SPAN RANGE t WALL MOUNT a A SLAT SPAN RANGE EWIND o'-4't > 4•-5't > 5'-6't > 6•-7't > 7'-9't >9'-12't > 1z•-16't y 16'-2()'t z 30.0 9" 9" 9" 9" 9" 9" 9" 9" >31-40 9" 9" 4` 9" 9" 9" 9" 8" >41-60 9" 9" 8" 9" 9' 9" 7" 5 5/8" >61-480 g^ 9" S. 9" 9" 8' 5 5/8" 55/8"mm- SLAT_ t(j m. SPAN MU. SLAT SPAN FOR A ._............. ..........._, —............_....._.. .__..._.___.._ ....—.._�..., ..,.._,,....�... �] GIVEN A.S.D. DESIGN PRESSURE RATING SHALL -12}-140 g" 9" 9" B" 7" 6' NEVER.EXCEED MAX. SLAT SLAT SPAN DEFINITION SPAN INDICATED ON SLAT-141-169 $^ g" g" 7" 7" — — — PERFORMANCE CHART ON M& MDMOAD: SHEET is. SLAT SPAN RANGE DESON RESSURE 1a° AM o'-4't >4'-5't >5'—s't > 6-7't > 7"-9''t > 9'-12't > 12•-16't > 16'-20't z.30.0 s' 9' 9" 9" 9" 9' 9" >31-40 9" 9" 9" 9" 9" 9" 9" — >41-60 9. 9. 9" S. S. g» 7 1/2° 8 1/2" $" >e3t-149 9" -9" 7' >141-1401 9" 8" 8». 6• BUILD-OUT MOUNT SLAT SPAN RANGE PRESSURE > 4'-5't > 6'-6't > 8'-7't >7'-91.t >'9'-12'.t > t?'-t6't > i6'-4G't MGE E E E E E E .E E E E E E E s 30'.0 g" 9' 8" 9" S. 9' 9° 9" 9" 9" 9` 9" 9" 9".. 3" 9" 9" 9" 9" g". 7 3/4 7" 7" 5 5/8 >11-4o g` 9. S. 9 94.... 9" ,....9. .y 9" 9" 9" 9` 9" 9� 9" 9" 9" 9" S" 7' 7' _ 6" 5 5/8" 5 5/8 5 5j8. 7 1/2' 7 1/2' 6" 5 5/8' 5 5/6 5 5/6 5 5/8" 5 5/8° 9" 9' g" 9" 9" 9" 9" 7" 5 5/8" 5 5/$" 5 5l8 . - _- >61-105 9' S. 9' 9" 9" 9" 9" 9' 9' $" 8" 6 1/2 6 3J4" 6 3/4' S 5/8 5 5J$"5 5/$ VS SJ$. - - _ - ` >t0a-120 9" 9"._.._.....9�....,...:..�+._. 8"m 9" 9" 9" 8". H" -8^ 6 t/R ......6 .,,6".... 5 5/8 5 5J$" 5 5J$ .,...— — — — - ...__.._ . .......8._...... 6". 5 5/8' 7" 5 8'$ 6 3/4'.6 3/4'5 5'8 - - --- — 558`5 FLORIDA BUILDING CODE(Nan High Vetocity 8urricana Zone) � 02017 rtiTE07 VC: oft"m tot 44,6 Nauti $ . lus �p ; i1u17 TE477NG a ENGINEEReNG COMPANY EXPERT SHUTTER SERVICES INC. /�e}5�[.� pss La+.s.m lYs,l at umcvs.a.tslca %26 S.W.M 7 AORC WSW "/L(V I'S " '".�� lm.e:{:d!{4Yt ISS.:Pe.;C31fM11-b5/! PORT �, 17-24'4 STL .. s a^mnU .Tca wr.. .o"�x!+Lr.aeiwSlOaCr :.sY�-4a6n_6 fFnNr aSi 3404 ea+! wj%No [7D674 WAL'"ER A.TY.4JrYF, FLORIDA Lill40147 Stan I6 or 2h MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W15/1 WO TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD B SLAT SPAN RANGE WALL MOUNT .s0 SLAT SPAN RANGE WWI 0'-4't > 4'-5't > S'-6't > 6'-7't > T-9't > g'-12't > 12'-16't > 16'-20't R&4m(c,0 :10,0 71/2' F 6` 4" CI42E. ' 3 4` >6t_80 8` 8" 8' 8" 7" 4 1/2", 3 3/47............. _SLAT MAX. SLAT SPAN FOR A 3 3 4" - --I GIVEN A.S.D. DESIGN LOAD >toe-140 8" 8' B' 9 t 2" 4 iJR" 3 3/4" - _ SPAN SHALL NENM EXCEED MAX. >14t-t40 8° 7 1/2` 6' 4 1/2" 4` 3 3/4` SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART >141-160 g g" 5" q" q• - - ON SHEET 15. TRAPPED MOUNT SLAT SPAN RANGE o8sn1 Ram O'-4 t >4'-S't > 5'-6't > 8-7't >7'-9't > 9'-12't > 12'_16!t > 16'-20't Rkm(pe) s 30.0 6' 6' 6" 6" 6` 6' 6" 6' 4 1/2* 6" 6" g" g" q" _...._. _... _..........—... .............. 6' _......... >Bt-t05 _ fi" 6" 6" _6" 4 3/4^ 3 3/4" 3 3/4" >106-120 6' 6' 6' 5` 4" 3 3/4' >121-140 6' 6" 5 3/4' 4" 3 3/4` 3 3/4' >t41-160 g' g' 5^ 3 3/4` 3 3/4- BUILD-OUT MOUNT „S. SLAT SPAN RANGE per. 0'-4't > 4'-5't >6'-6't > 6'-7'1 >7'-9't >:9'-12't > 12'-16 t > t6'-20't roa�q E E E {E� E E E E E I £ £ E E G 10.0 ......g._.... 6" 6" 6" 6" 6" 6' 6" 6" 6" 6" 6" 6" 6' 6" 6" 6" 6" 5 1/2"-5 1/2` 4 1/2' 4' 4` 1341- . .,. -.........._......_..�_...._____........-...._..................................................._. ____....�_. ............. 6` 6` 6 6 6" 6' 6" 6' , 6 6 _ __ 3 4" 3 3/4" 3 3/4" >4t-a0 a- 8" 8" 6"„- 6" 6' 6` 6" 6' 6" 6" 6' 6" 6" 6' 4" 4" 3 3/4" 3 3J4' 3 3/4' 3 3/4" - - _ .._...__e........_.- 6" 6° 6° S }/2 6° 6" 5" 5" 5' 4° 3 3/4' 3 3 4" - - — >B1-tG5 6' 6' 6" 6` 6" 6' 6" 6" 5 3/4 4 1/2' 4 1/2' 3 3/4 3 3/4' 3 3/4" 3 3/4' 3 3/4" 3 3/4" >tue-120 6" 6' 6" 6" 6" 5 1/2 5 3/4' 5 3/4' 4 1/2 4 1/2' 4 1/2' 3 3/43 3/4',3.3/4* 3 314" >121-t40 6- ._e_6 .._._ .6 _5�_.........g _.. . 4" 8.3/4 4 3/4 3 3/4 4 l 2 41� 3 314 3 3/4" 3.3/A: ... - >t41-t6o 6" 5" 4 1 2 4 1/2' 3 3/4 4" 4" 4" 4" 3 3 �' P4 tt •,••�C jQ••'•..✓ FLORIDA BU101NG CODE(Non1H?gn Velocity Hurricane.Zone) >}' .4 416;p C 2pt1 TLTEta INC. Na *f C LRLcar[R�' !VV�'�""`g,� ■■ i Ro1HFFgShafteLrSystew77a .••..rm�v IKTUORE ES tNC. TMUT are% NSMUiTERSERYC7ING ENGINEERING R1K t� � ... 17--244 a il;lnsssCed.ss++i KRT Sl.LUM,FL.34984 DRAvm Pb NAL E4�G 1t1 ES=6718 r. tr 01 NA- . mt oow ?tiU 7r,P.L. w,.r ®uo a.a an,r mertni ua P.E.5��4'J6f3HSi iURE/DATE FiOh"W.t, P u 07 m.wn nNi SR[LT 0 or 74 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE W 5/16'`0 TAPCON A ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE.RATING&SLAT SPAN RANGE t WALL MOUNT um, SLAT SPAN RANGE ekgl/ RKIM r 0`-41 t > 4'-5`t > e`-6't > 6`-7't > 7'-s't > W-12•t > 12'-IV t > 16`-20•t RANGE(Pxf. s 30.0 a" e" _a" s" e" s" 6" 4 1/2* »1-40 6" s" a' 8" a" 7" 41/2- - >41-60 a- a. e" _.... ._..8�__._ 6" 4 1/2' - - >61-60 e" a 7 1 2 7" 5 1 2' tSLAT MAX. SLAT SPAN FOR A >91-1as e° B. 7 1/2" 5" 41 GWEESNSURE RADESIG5HALL >106-120 a" 7 1/2' a' 4" - - - - EXCEED MAX, SLAT >1z1-tso a" - 6• 5. _ - SPAN INDICATED ON SLAT >141-160 7" 5" 4" PERFORMANCE CHART ON SLAT SPAN DEFINITIQN SHEET 15, TRAPPED MOUNT VAX DE A.&• SLAT SPAN RANGE PREomm- Q'-4't > 4`-S't > S•-61 t > 6'•-7't > 7'-9't > 01-12't > 12'-16`t >W-20*t RANM Af.) s 30x0 6" 6' 6" 6" 6" 6" 6- >31-40 a" 6" 6" 6" 6" 6" 4 1/2" >41-60 6" a" 6" 6- 8" 4 1/2" - >61-806" _6"..�..._....... 6" 6" 5" 4 1/2" - w>81-105 6" 6" 6" 4 1/2^ 4 1/2" >106-120 5 1/2" 4" 4 1/2" >121-140 fi" 5" 4 1/2" 33/4' - 5i<I-380 6" 5" <^ . BUILDOUT MOUNT DESIGNSLAT SPAN RANGE PAIMIRE o'_4`t > 4'-5`t >5'-6•t >6•-7't >7'-91 1 >.a`-12`t >12`-1s`t > 16•-20•t RANGE 91. E E E E E E CE) E E E E E E E s 30.0 6 6" 6' 6" 6. .. 6" 6" 6° S. 6" g^ 6^ 6" 6" 6- 5 1/2" 4" 4-1/2" >31-40 S. 6" 6" 6" 6" 6" 6" 6" 6" 6. 6" 6" S. 6" 6" 5 1/2' 5" 4 mm __ 6' µ ....._>at-60 6" 8' 6' 6" 6" '6" 5 1 2" 5 1 2" 6 6" a 6" fi 5 1/2" 4 1/2 - - .... .......... �..................._...._._ _._......__ ......,.._. >61-80 6" 6" 6" 6" 6" 5 1/2 5 1/2"'5 1/2" 4 1/2 5" 5" 4" 4" 4" - - - - 3 3/4" >91-105 6" 6 6" 6" e" .5 1/2 5 1/2" 5 1/2" 4 1/2'.3'.3/4" 3. 3/4 >106«120- 6" 6" O 5 7/fi 3 3/2 4 1/2,.k g/z" 4 1/2" s ./A -- >121-1.4A - _S". 6" 5 1/2 4" 4" - 3 3 4" 3 3/4" - - _ - _................._ ...._......-- _ - --- ---- - >141-160 ._ �.,. - - - - - - X11, ,•» '�. .�`•: FLORIDA BUILDING CODE(Non nigh Yeloelty Harr-,cone.Zane) ' `• 02017$1;i CO INC. Dom of t err = _ Nautilus •ApR^ ReUingShuttorSystorll Dn/zKlr _s FZ, 1 L e aI O rc o�,t 71LL1i.Y1;67tEla tr ENGINEERING Cg11P11tiY EXPERT SHUTTER SERVICES INC. �j{I +.`,f q• t mss.M•.aea ta.ten sx w1Crr�cw':2an. 1626 S.W.6'2TMOR tjMa7 (.lm7eT1 1tr, T ( -u71 17-744 RIDR..• FOR1 57,UME,rL 3.984 .L* tcso.m Duwea Na �i e r8-eea6715 i°aSSL'SGY+)TN-007G r�Z:TTA)eTD-C'R WiTER 4 TitLR-FIX, ttmvw WA. m. �vrd px rlaR14K U[.t1.4167 mI>rar, s� 'ONt.FT-te Or Z6 SCHEDULE VC: Vx FORCES OTT)&Vy FORCES(LblFT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.Q. LOAD) MAXIMUM SLAT SPAN RANGE A.S.O. SURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20` RATING (psi) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx I Vy Vx Vy Vx Vy S 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1.390 300 >31-40 10 80 10 100 386 120 440 140 398 180 .. ..180 __......-..._ __ _ >41-60 _10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160. 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 __. ..,........__...—........._................_ .._......._..............._� ._........._......................--,-.-_ .._................_...__._..-.... >81-105 123 210 550 263 711 315 1142 368 1372 1 473 2009 1 591 2492 638 - - >106-120 313 240 728 300 881 360 1345 420_ 1587 540 2112 640 - - - - >121-140 552 280 96fl 2350 1003 420 1612 490 1869 630 2039 635 - -__ ........_..._..._............—._...... . �._ _................_....._.._._.._._.._........._..... _.,.........,- .m..._._.....................>141-160 781 320 1186 0 1322 480 1873 560 1740 640 - - - - - - r__ AT *NMI SLAT SPAN DEFjbjITIQ IT$STALL BE THE RESPONSGIL"YOF THE CONTRACTOROR PERMIT HOLDERTO VER.-.FY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS, SEE THIS SHEET FOR Vx 8 Vy VALUES. Vy -- SIDE_RAIDf T• T V x ,��A.TI��T✓ Vy •�•'••YC $C,••' FLORIDA HUILDiNG CODE(Non Egh Vetociiy Hurricane Zone) '1: �.R�1 P� `'•. ; ON)17 FiL1'EG9 EI:C. • CA10ei tfR Nautilus �,, �� , Spatein Co/1vJrz � � IL ECO 1f{C. 1LoWng37rot:ar tort MUT hkn4 6a ;�°t'v;" COMPAW< EXPERT1626 SHUTTuman SER R�u INC. -,em,r„,tasx17-244 r Q? tt Pint ST,cuCT,FL a��ea a-mcg:,Atcc.OGn1.*Am WAWM W. IAl, {t35)H9-9M.rAx on)m-w" vw.trn A,r tT e..P.t:. P.E.SM/SiGWdA DATE fWHJAtc.!•cteQo=,o. sNnT f9Oiza SLAT PERFORMANCE CHART•lbI & ICS: ONLY VALID FOR T/2"S P SLAT PERFORMANCE CHART IlbI & IIel: (ONLY VALID FOR 114'SUP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION zO GLASS FOR A GIVEN WOOD GRADE A.S.O.DESIGN LOAD1ps.�.SLAT SLIP 1/8"AND FORA GIVEN MAXIMUM ASO,DESIGN PRESSURE RATING Ips-1)ANDSHUMR MOUNT CONDITION FOR FOR A GIVEN MAXIMUM AX D.DESIGN PRESSURE RATING(0*4 AND SHUTTER MOUNTCONDMN FOR SHUTTER MOUNTING TYPE �qR 00 FRAMES WALLS W/2'x4"STUDS, INSTAUATIONS WO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS VBO STORM BARS PER DETAIL 2 BELOW AS_PER LIMITATIONS ON DETAIL T CHART Ibl. TTs WJbi CHART ICI CHART Hb S USE TIS CHART IICI use wxm MCt1E EETEFS N4W1Nc me wINIK ASa tan In wK W WOW 1FM MOM POBAME AD IMM AM Lao USE a xmm MCLS SEUFDI MK TEB K A=IOM momm tGX,StAt SPAN � TO.OV�WOW 10 Asa 'LwA+i•(rt) 5118'Td TAPCON L ANCHOR USE {tA>Dltlif P'0911NP USE aLtMW PQWK ASAD '( n �( SP T fyy 5118'PJ TAPCON%L ANCHOR AN SPAN T km YFyy� -A= WALLWOOD GRADE M � W o ST0001 BV6 MAX.SLAT SPAN 'Lm' FEWAED UM.ISMANUM TO OMatWLErat REQUIRED VAX SLAT SPM! 'LY1N' RUM WIN.SIFAMM RA am mkv" (Fst) ama a WeR�Z-yoNEH tit0420iE •Llaa7c•(tt) (n) CE:sM TO BACK OF SIM(A) On tUA7L•(A) (o) MfSU87f 1D sat QF art rm) SOUTHERN PINE 2 c=o.5i 60. 4'-s' a-3 R to f Dwl+a��-Oc' eats q i W Q SfORt[BARS � w�qMAD' meq' �x W 0 SIDIB.1 amm DDUG7AS-FIR-SOUTH(G-0.46) 8D 4'-S' 4'-S' 0•-0' ("0 tarme a a a W040ZONESWIND A ONE (ww fm Nol�nT N�orua NN�a a —,TES W=ZONE UCE PINE-FIR-SRIt(G=ILJG 59 a_5 4_5 30.0• 10-D' t6-0` 10'-a' W-T 1' B 7!Z' 3"• 8-3' 8'-3' 6'-3' T-0' 1' 8 IL 35.0•f 10'-01 IO'-0' 101-0" 7'-9' t' 4 712' 30.0• 7•-9' T-9` 71-9' T-3' t" 8 1 B" ,0•• 10'-o" 70'-Q' IO'-Ir T-S' �' &.tf2�.,,...... 40,0 7'-7• 7^7` 7'_-7' 7'--0` 1. g.T 6' 45.0!•• 10'-D'•�,_Iw-Q• 10'-0' 7'-2' t"-'" •B 1 2' 45.0••• T-4'- 7'-4' Y/7 BaO'•• TO'-0" 70'-Q" 10'-0` T-0' I• 8 1 2" 80.0!+• 7'-3' T-]"_ T-3^ b'-8' 1" ...-11 10'-0 '-Q' t0•-0' 8'-9' 1' B f 2' 88.0'" 7`-3' .0'r•• TO'-0` 10' 10'-D" 0'-9' t• 8 1 '» T-3' 7_3• 7'-3'. 8'-2" t• �•.','.•.'.. 8.1 `-'--Sk�AT PFgRFORMANGE CHART IIIS: (ONLYVALID FOR Ur SLIP) SLAT PERFORMANCE CHART IY; SS THAN 11V SLIP) R to --- FORAGIVENMAXIMUMA.S.D.DESION FIRESSIItE RATING Ot.a(7ANDBHVTTER MOUNTC(7NlxTIDN FOR FORA GrvEN AS.D,DEBIGN LOAD(p.s.O,SHUTTER hfOUNT CONO771QNINCLVDINti ,�• I' INSTALLATIONS M STOfM BARS PER DETAIL 2 OELOW I .K ANCHOR TYPE AND FOR INSTALLATIONS WIG STORM BARS PER DETAIL BELOW CHART IIIb 1 CHART IIICS 5116'OTAPCONXLANCHOR SLAT SPAN OERNTTTON USE IM1aaNWmWwow Fames AID NMK ASA tt718 I �I i r•E:/r mt;-. USE 14AtOMflt PbSOMt A3.0. USE tAA'tl m V.411E.ocr*77F POWK USE m=w POSITIVE aet uxx:a; 511411 TAPCON Xt.ANCHOR WN.SLAT Into YAtIK AND NEBM K X=tGAD "a.LOAD VALUE �CAyj 1 'y SPAN YWX SLAT WL SLAT y� MAX SLAT SPAN `LION.• IE¢LD�D-WL Mpmmxw TO SANVAUM SPAN l0 DUCE CHA290,01"' 'LMA,•(� (rt) MESUln TO sat OF SLAT(`.a) OEM *L wL'(FT SPAN(FT alar m EIA7 N14 ` ;_112'F4YWXA AND DESION Pti *"� MAD-ow- "ate W Q STORM BMS IAAD r BULD-OUT aaa ° W/0 SNRu BARS Y/7 (2)s ra"vu.7ca snr7s (p,f) 110WR W/ MO7¢Q W/ i nan-an (P$t) '3 1 (Tt?.£etiE 9i .51't i RANO ZONESm ZONE i 6 ND zON WI1D ZONE (c.0 NMA Amaet N 1C9e ` 1-3 a A 1-3 4 DETAIL 1(ELEVATION) JOA•.,._..,..�.`..8.u.._. 7.^B• Z'^8• b<^7 ....__,..a„_.,..._..,.. 30.035.0•• 7'-2"40.0« b'-8" 5'-9' 6'-ST6'-t" 7` 4A4�+ V-0G��SOA••• b'-S' V-s" Bm5" S'-9' 1• r!. .•-s t.ABOVE INDICATED-MF.k. SLF.? SPAhS MAY BE USED.AS LONG AS 85.0••• W-J' v- S-AS'-7• 1` SIO- 3`-7' ANCHOR SPACING SCHEDULES ON SHEET Z1 INDICATE THAT A'SPACING 60.0— b`-t8'-t7:'-1" -S` 1 s+• 5'S' IS AVAILABLE FOR.THE CORRESPONDING SLAT SPAM .AND A.S,D. DESIGN LOAD. YR MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT.STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF ....._. ..".............................• •WW FUR WJMALS+IR-SWIH(G-4146) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF VitiL AT £RHER SOJNRN FIE J2(0-0;%) SIDE.OF OPENING SHALL BE 33'. sus WsPam Aw-FIR-9M(o o.36) »VALID FOR�.SOl3()R �46) -- ----- - --- ' I t '• 7 SLAT SPAN nEFINffIO I VNJD RIR SOUMERN )•'•. s ,a , •r+ FOR WALL mow a 11 t �$$ FLORIDA.BUILDING CODE(Nan High Velocity Hurricane Zone) i.' uA,c.pPFi�<x21•H y aa33 't�• 3' •i• C TO37 7it1'EC0 INC, c3 YI Il1IS WMIt,t M # INSTALLATION INTO WOOD FRAME STRUCTURES � gyp"q4��7 _ Ut Ro1L[a Sl7utlbr ' /TIME C Ow,. � os/2a/r7 771UT TESTIrya'h ENGINEERING COMPANY EXDATE PERT SHUTTER SERVICES INC. \ .; \\`\.:\ ♦ ./ i S a �l ".><�p_ no . tg2s xV.raUMORE STREET ,,,,1/2 PLYaTAO AtY) Fwv:Dol7art ego.I...Nttaynri.tyi: 1/-244 Yr7 l23 2-.s`WJM mos ' Ate'••.t4fl1�4, � t� mo[371 6 jp'<cn•. Poor sr.Luer:7Y.34984 nPweelB tb FNMG:teos7 7.s-sosa.na;;m)hH-cecs (m.Tl12I srE eEranO)t = E:t+flpm" .: k1 -L%V- WA4EA A TM.UI ir.P.F. W r DETAIL 2(ELEVATION) -> e`E. Sm/sjG;mgUkE/DAT7: FILMMA u.,a 4a1ur w...e. v.. I StM 20 OF 26 MAX.ANCHOR'S SPACING SCHEDULE V1 FOR A GIVEN SHUTTER MOUNTING TYPE,WOOD GRADE A S D DESIGN LOAD(Psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"A"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) ,^,M SIAT SPAN 0M uk SUIT SPAN RANGE WOOD GRADE R G�m4�Y• WOOD GRADE u Cm r•>4b54>5tod'>CmT'>7m9 �>ltato' 5 30.0 6" S 30.0 6' 6. 6. 6" 6" 6" SOUTHERN PINE#2 40 _ 6" SOUTHERN PINE #2 -40 6" 6 6" 6" 6" 4 3/4" (G=0.55) 50 6^ (G--OM) !0 S. 6" 6" 6" 4 3/4" 3 1/2" 60 6" 60 6" 6" 5 3/4" 5 1/4" 3 DOUGLAS-FIR-SOUTH DDUGLAS-FIR-SOUTH 30.0 1 6" 6" -.6" 6" 6" 6. (G=0.46) 40 6" 0=0.46) 40 1 6" 6" 6" 5 1/4" 5 1/4" 4 1/4" RUCE PINE-FIR-SOUTH s 30.0 6^ PRUC£FINE 6 SOUTH s 30.0 5' 6" 6" 6" 6" 5 174' G=0.36 G=D.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 201 4NxaA1 SLAT SPAN RANGE WOOD GRADE t C' 0-4 >C-6'• >5-c" >6 7' >7-9 >tt-to'x ki0 raSNr r noall x Naxr w upxtr x rwnr mo*olmE ma sKaJM x uaart x e 4w1,�x NOtRrt x f wwf x wwT w s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6` 6" 6" SOUTHERN PINE#2 4a 6" 6" _6'_ 6_ 6" 6" a. 6" 6" 6" 5 1 4" 5 1/4" ... r 50 6" 6" 6" 6" fi» s i/4" 5 s/4" y" 4" 6G 6« 6" 6.. 6" 6 6" S 314" 5 3/4" 4" 4" DOUGLAS-nR-SOUTH < 30,0 6" 6" 6" 6" 6" 6" 6" 6"_ S. 6" (G-0.46) 40 6" -. 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2- 4 1/2'1 4 1/2" SPRUCE FINE-JR-SOUTH s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 5" 6" 5 1/4" 5" =0.36 * MAX. FOR SLAT FOR A `�,','` �1C �S T -- -- - �` +'t ''•'`•.'Q FLORMA BUILDING CODE(Nen Velocity�hHorltone zmee) GIVEN A.S.D. DESIGN LOAD 9 SHALL NEVER EXCEED MAX. rNO.44167 0207trcTea�Ne. MomBY:. SLAT SPAN INDICATED ON S(r Nautilus S° SLAT PERFORMANCE CHART """ �' Ro7tingsButterSymoau ®/44/iT ON 20 SHEET. 11L E� wh �� RUST TE5TN6 a ENmNEERINe COAIPU.Y EXPERT SHUTTER SERVICES INC. � n1i1.tK 1S".fA,Y.a xA»tC1n W�(M.rx E)!6n :.ie'Fo •.:;;p3 'tt, nv"., PORT STT,�S�C?E�'.A.34984 )7-244 tO11 f4 n-mai:L"n"_eeuw,e"m MOV4 x" t.Al. flf Es-!#k15T�A vr4wE:lta�1 vp-soia,r4+c lT�»eTr-aaaa •—iii Tr/tf--- x4t1EA A..PALrt:rn P.E. •a... �xare uw m. an '+1A�URE/DATE flb c`c.0 44157 ae ssmn .n cr s"Eii 2t of 76 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)** STORM BAR SPACING (FT) PRE RAIING sr 21 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0" ll'-O" 11'-0" 11'-011 ill-o'1 111-0" 1 i'-0" 11'=0" }l'-O" i 1'-0" V THIS REGION IS ONLY VALID FOR INSTALLATIONS 35.0 11'-0" 111-0" 11'-0" t 1'-0" l i'-0" 11'-0" 111-0" i V-O"' 11'-0" 11'-0" Al W/ 1 OR MORE STORM BARS PER SHUTTER. j 40.0 11'-0" 11'-0" i 1'-0" W-011 1 l'-0" 11'_0•• 11'-0" 11'-0" 11'-0" 11'-0" 45.0 ill-01. 1 i'_0" i l'-0" 11'-O" i 1'-O" 11'-0" l i'-0" 11'-0" 111-0" 11'-0" - _ 50.0 1 t'-0" i 11-0" 11'-0" .11'-0" i tt-0„ 11 -0" 1 i'-0" 11'-0" 11'-0" 11"-0" w THIS REGION IS.ONLY VAUD FOR INSTALLATIONS 55.0 i1'-01, 11'-0" 11'-0" 11"-0" 11'-0'1 11`--0„ t1'-0" 11'-0" 11'-0" 11`•-0" + W/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11 _0" 11'-011 t�'-0" 1 t -0" 11' 0" 11 - _.�._....._..... _ _ _...._ .....,_.. ..._......._..._ 65.0 1 1'-0" --ii'-0" 11'-0" 11 -0" 111-0" I'll 1 i'--0" 11110" 11• 0" " 70.0 11'-0" 1 i'-0" l l'-0" 17 _0" 11'-O" 11'-0" 11'-0" 111-0" 75.0 1 1'-0" i 1'-0° 111-0" 11'_0" l i'-0'" l i'-0" 1 i`-O" 111-0" + 80.0 11'_0'• 11`-0" 11'-0" i l'-0" i t'-0" 11'-O}1 11'-0" 101-10" _ , _ ..._..... 85.0 111-0" 11'-0" i i'-0" 11i t. 0" i i'-0" 111-0_ - 90.0 ll'-O" W_0" _l V-0" 11'-0" Ill-01. 11'-0" _ 95.0 1'r-0" 11'-0'1 11'-0" 11'-0" 11'-011 11'-0" -- -- - _ .............._.... 1' __.._... 100.0 11'-0" 11'-0" 1 -0" 11'-0" i 1'-0" - - - - - 105.0 11'-011 11'-0" W-0, 1 11-0" 110.0 l 1'--0" 11'-0" i 1'-0" 11'-01' - _115.0 11'-0" 11"-0'" 11'-0" 111-0" _,._... _.",. -____ ,....._..._......................__ 120.0 11'-0" 11'-0° 11'_0" 11'-0" - - _ l,_....................... .............._.-_......... _ _.. ...............,. _ 125.0 1'1'_0" 17'-0" 11`-0" 10'-10"' _ - 130.0 11'-0" 11`-0" 1 i,-0" - - - - - _..-_ .......... _,. .._.........._..._. .................... 135:0 11'-0" i 1'-0" 1i'-0" - - - - - _ - - �...._..�..�.._................_....................... _ 140.0 i l'-0" �1'-0'1 11'_0" - _ _. _ ,_ 145.0 11 ........ �.... ._...... . __......................_............... '_01f 311-0" 19'-11" - - _ - - - 150.0 11'-0" '1'-0" - - --........... .._ _ _.....`__._............................_._ _ 155.0 ill- " 11'-0" - - - - - - - _ ............................... 160.0 .,._.. .M__ 11'-0" i 1 -0' _ ._ - - - -- - - - -- -- t."r�R A.r40' _. _ � MEASURED IN BETWEEN CENTER LINES pF STORM BARS IN .� �•' EN "••.'� - FLoR�oa eui��Nc cope(Non H'N�A velocity Hurcmcoroe ZQtx) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. �� i k c xQn TftTE we • Mum 6Y m. __._.......__...... ...... ._._. _._._..__.. __...w.. _._ [� 4416 Nautilus aoWaty SflattezSgatem ael�e/n TILTc o Q41E 9 • i�, 4tw"TESTING a ENGQEELNtNG CQN➢ANY EXPERT SHUTTER SERVICES INC. h els,��F' ••` ~•''�\ tss M,n 1626:SA BYTMORE STREET - 17-244N -e-gta3E.M.I.- MRT ST.it)0E.BE349@4tbtx.vaYcwxre O•AtIB16.11" �- • ••••• � It � W-OOCE2s9 t'"Q'E%Ewe)r+a-s:::E.ra:h»T e7t-Gs9a IlFSTER F Td.IR J,,F'.E, tmmw e..r a.. oamm. en sa.E�'9soy,�l y/yT lcnT[ rtamwi;<.0 ester �,.m. s"m nts2s TABLE 2 TABLE.3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REOUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S SHEET 9 FOR A GIVEN A.S.D.DESIGN LOAD .s.f: &STORM BAR SPACING fl SECTION S1•S1 SHEET 9 FOR A GIVEN A.S.D..DESIGN LOAD .s.f. &STORM BAR SPACING ft a� STORM BAR SPACING"a"(FT) STORM BAR SPACING"a"(FO 1t atom 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.667' 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 8.667° 50.0 8 C,D h8 C,D A_,_9w C,D AL@ C.O AB C D A B.C,D e- -A- h8,Cy0 hB,�CUC,,,.�,B�C,O" 30.0 B C,D A.8 C.0 A;B C O AB C.D AB.C.O A 8:C.0 %C.O AB,C A.S.0 B,C 35.0 B C.D A8.C.0 AB.C.0 0.8 C D A.B C.0 AB CA"A,B,CA 0.8 C D� B C,0 ABC 33.0 AB C D _ABC D ,,.,AB,Cj„D AB,C,O �A,B C 0 A,B,.0 .._ABC _ .A,B,C _..A,B.. A 40A 0.B C,D B C O A 8,C 0 BCD AB.C,D A 8 G 0_, _ 8 C 0 A, C.D BsCO B C 0,,, 40.0 8 C,0 8 p A,B C 0 A,B C,0 ASC B,C A,B.0 A A A ...,,�.8s...,....., 45A 8 C.0 B.0 D AB.0 D �B C 0 Ae C,0 B C,0 ABA O ABC 0 „_!BRC•D 8,C 46.0 &S.C.0 B C 0 AB,C.O 6 C AB.0 A.B.0 A A A" A 60.0 B,C G„_ S.C.D AB,C.D CO 8 C-0 A.9.CA .AB.0 D hB C,D B.C,D B.0 30.0 AB.0 0 AB C.0 AB.0 p: �AB C -B C. A A A A A 33.0 AB,C.D AB C.0 ".C.0 B C,D AB,C.D A9 C,0 ABC 0 A.%C.0 AB.C, 69,C 65D AB C D AB.CA ABC A.8sO _ A A A A A A B0.0 AB.C,O A8 C.D AB.0 0 A 9.C.0 AB.C.0 A8.C.0 AB,C.O TA.B.0 AB,C B,C� BOA 8 C,0 A9.0 .ABC A9 A A A A A A BSA BCO BRD 0.6CD ASCO BCD ABC,D BC BC ABC 8 66.0 BC.0 8C A.B,C .... A _._A A A A A A 7D.0 AB.G.D 8 C 0 - C O $C D B.0 D A 8 C B C A B;G B A """"""""""-"'"""'""-'"""' ........ -- ------ 7DA AB.C,D AB.0 B A A A A A A 760 A.BC.O AB, D ..BCD A9C.0 BC.D C ABC A,8 A A 76,0 BCO AB,C A A A A A A 00.0 B C 0 AB.CD C 0 B C 0. 6B.0 'B C C A A A.. 60.0 ABC AB A A A p A 65.0 8C0 BCD BCO BCD 8C. A C 8 A A A 86.0 ABC A A A A A A. MO B.C.D B.C.O A,e C D AB.0 AB.C- &BIC A A A A -"-" _ � _ RSA. B C.0 AB.Co A,B4O.D B C 8:C A 8 A A A q 90.0 ABC A""....._.."..A .._..__A.....__..._.._6.._.._ . A._,................._..._..." ..__............ ._...........................�.._..... ,_..�.._.........,.. ... .� �- .._ _ ........,_._....---"_..,........._._.__....... 95.4 h9 C A A A A A - - - - 100A 0.B.0:D A,B C,0 A B.0 0 AB.0 0.B,C A A A A A iD0.0 B C A A A A " A 108.0 A8 A A A A - T - itOA BCO BC ABC ABC _A A A A A A 110A A. A A A 116.0 AB,C.D AB:CD AB,CA.S.0 A A W A A___ A " A "'ij6.0 A A A A 120.0 Ae,c,D ABC ABGAB A A A A A A 110,0 A q A A 135.0 AB.C.O _A,6,C AB.0 A A A A A A A 1250 A� A A 130.0 _AB_CD A8&C,,,,, A.BC A A A A A A A 130.0 A A A _ 135.0 kB,C.D ABC A.B.0 A A A A A A 1350 A A A 140.0 A.B,C.0 .0 A.B A A A A A 140.0 A A A - 1_0 B CD 9 C _ AB A A A A A A ......... 146.0 A A 130A 8,C,0 8 G A -.A_.._ A A A A 130A A A 163.0 9A AB A A 180.0. 8 C B A A A A A - - 180.0 A A ! ANCHORS TYPE LEGEND A 3/8."O CARBON STEEL KW1K BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*At 5' Min, THICK POURED CONCAVE(Yc: - 3000 psi) B 3/6'0x1 1/4' POWERS CALK-iN ANCHORS W/ 1 1/4'Min. EMBEDMENT*TO POURED CONCRETE(f'c m- 3000 psi) h 3/8'0-16 mACHiNE SCREWS - C--1/4'0x3/4'ALL POINTS SOUO-SET �q - - ANCHORS W/ 7/8' Min. EMBEDMENT*TO ). ��P,\9va A. POURED CONCRETE (f'c - 3000 psi) h 41' 41 "•,`�J t 1/b a-20, 18-8 STAINLESS STEEL MACHINE 44 �''; '; FLOR IVA BUILDING CODE(Non High Velocity Hurricane Z6ne) SCREWS 4416 ; 0 2017 6L'#OOU:. GA.W1f RY: D 5/16'0 ITW/BUILDEX TAPCON ANCHORS W/ ! Nautilus � 2 1/4" Min: EMBEDMENT*TO POURED 7k ' ■ Ro1U11gS69NCt$ydHtp 68/34l17 CONCRETE(f'c = 2899-psi) :-- ■ EC INC. um , Ea FNWN CRINO Ca4PANY EXPERT SHUTTER SERVICES INC. '^;!.1fi. •� , 11 Bass Nr e".se,w_.w6'vrow uaela.A as!ta 1626$,W.MLILWNL S1REC7' 17-244 EMBEDMENT IS BEYOND ANY FLOOR COLING FINISH Qt/ 1 {11 '+uta wm."o"ai.<o.. 'U , * ' /NAL ��1 1 PORT SL WCSE,r1,..34084 i CH-G00671s rrmr�Secc)-l4i-ersa.rrx:SnT)art-c764 wAtTER A Trart?.PT, namlm. w. m.w rnarlo. P.E.SEAL J7 EfDATE 3t .016 Lac.0 44167 m 1-1 v, ;ryAT7 y)Ot'�1¢ SCHEDULE 1a SCHEDULE2a FLOOR TO CEILING RAPPED MOUNTING WALL MOUNTING MAX. SPAN.(tt)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(F7)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S:d.DESIGN PRESSURE RATING lq.s.t:?,&AMAX.MULLION SPACING(fl)' DESIGN PRESSURE RATING(P 5 F) & AMAX.MULLION SPACING(FT) MAXMUM MULLION SPAN I 4 POEM SPAN M) At1eg6N IMt fl4"tc8'k1/4"MULLION Cil 4"x&xV4"MULLION G2 4"x7"x114'THSCKI3f8'fLAN©£)MIILLiGN p 04"x6.04`MULUON Oi 4-d-xtl4"MULLION G2 4-17-0/4'THICK 5'9AQN0 SPA" FLWAMULLO U now)_ (0)• .ORIENTATION 1 ORO:NI'ATION 2 .ORIENTATION 1 DRIENlAVO 02 QFJFWATipN S MEMA71ON 2- (Pala ��4 ORB;NTATIDN./1 �ORM:tfffi6GN 02 :ORIENTATION it ORIEN'!ATION. 2( ORtESOTAtiON A Ot END INTERIM END INTERIOR END I RNTERIOR END INTERIOR END .-END INTERIOR ENO I INTERIOR END INTERIOR END I 14T RIOR END fNMOR END INTERIOR 304 26'-0" 7-90` 9-8" 1-,. 12'-0' -4' 'IG-7* 6-0 12',-.8` 6-8 _ 7-8 1 '-g" 50.0 9p'-0` 70-10' 9^8. 7'•-3` 12-0 V-4, 74-71 8'=0• t2'M6'. 7"-5' 12'-0" 36.0 40'-0' T-4' B'-3" 6'-8" ti:-S' 8'-8" 10'-0" T'-J• 72'-6` -��W-7Y 6'-1 t" -12'-8' 30.0 20•-0" 7'-4' 8'.-S' 6'-9' it'«g• 7" 12' 40,00 20'-0" 8'-.10" 8'-10' 6'-4" 10'-11" B'-1` 9'-7 T=3' 12'»8' 6'-5'' 6`-6' 12'-6' 40.0 20-0' - 6'-10' 6'»70' S-4" .10'-it" 8'-1" 9'-7' 1,-3' t '-8' b'-6' 121-6` 48,0 20'-0" C-0' 8'-8" 6'-8' 10'-6" 7'-8' B'-3"' 8'-t}" S2'-B' T-1r' 8'-2' 12'-S' 440 20'-0' 6+-8' 8•-6' 6`-8". 10�-6' 7`-6' B'-3" 6'-tY 1 -8"- ...p•-2• t ,-H: ......1.., _. 0000..__0000..... 80.0 20-0" 8'-2' -2` 6-0' 9'-1!' 7-4' 8-1t" B'-?' 12'�-8" ?'-i" 5'-11' 12'-6' fto 20'-0• 8'-2' 8'-2' H'-0` t0'-4" T-4' D"-!1•. 5'-3' 12'-6' �..,......_.��.._._._ .......__..... 840. 20-0' :�5'-7t ?-1r 6-9 9'«0 6'-8' 8'-T' 8'-3' 72'-4" 6'»8• 5`^7, �$'-/0' .T-0' 6"-7' 4'-!0' t2'-a' Y-7• 1 '-6" 6010 14'�-6` S'-8' T:.9 S'»6` 8' ^ V-2' 12•-01.. 6•--4' 5'-6• 12'-8"_, 6010.- t8'-5' 5'-9' 7'-9` 8'-61 -8'-8• ..._..5'.-t0' 6'-H' 4'-B" t2'-0' 8'-6' t2•-6• _�-1__�.._..._...._._.e.:...... 6610 18'-4 5-4 7-9` 3 4' 8'-4• 6'-4' 6"-i' S-2 tt'-tO' 6-4 y-6 12'-b' -840 16 -E 5•-9 .. 7'-B• 5•-s" -9•-7' 6'^ID" 0'-S' 4.8. ti-10" S'-g t2'-_ .._w ........_._........... .__. _0000.._ 70.0 1T»4 5'»S' T-6" 9'-4'. -8'-2" 8'-3' 8'-2" b'-2.' 1t'-9' 6'. 81 -3` 8'-6 72'-5' 70.0 17'-4` 5'-B• J'-a. 5'-4' 0'-b` 6'-i0` 9'-N 4'-8' -.71'-9•. S'-8.. Y2'-6• 7810 ib'-8' 8'-g' 7'-7' S-4' .6'-0" 6'-3' S'-0' 8-2' 77`-7` -6'-3• 5'-6 i2'-5• 76.0F12'-9- 5'-B" 7'-7' S•-4' 9'-5'� 8'-10' 6'-3" i'-8' 7r'.-i• S'<6 /2'-5' -- 80.0 16'-9` 5'-9" T-T b-4' 7•-tO' 8'-3 7'-10` 6'-2` 71'-8-b• -..8'-3' S-6 2•-4` OQAb B' _ 7'-7' 8'-4• 9'-4• q'-IT �}'y'-J" 4'-8' 71'-6• V'ft 12`-4• 8'-3' b'-6 f2°-3 t38A8'-2" 4'-6" It'-5' 5'-6 12"-3 -10' 7-7' S'-5' 7'-9` 8`-4' T-9' 8'-3' 77�-8' 6•-4' 5•-7 f'-3 DOA 5•-70' 7"-7' S'«y' 9°-3" 8'-11' 8'-3'0000 ........... _ S'-f0' T-T y'-8• g,-J'.. 6•..47` 6'-T Y-ti' 1t'-5' 'S`-85'-11 T-TVT-7' 5'-7" ':T-8' 6'-8-8" 7-9" S'-a' t1'-5' 6'-S' S'-B i2`-d 100.0 6..t t" T-T S'-7` 9'-3" T-6" B'-2' 7'-5" 3'-9. 12'mmM......,..,...�.....1040 tY-2' 6'-0' g'-?' --4" 6'-T 7"-9" 6'-5' 71'-S' 8-T 5'-9 42'-3 108.0 6.-0 T-7 5^T 8-3_ ._..T-t,�,,,� 3'-D 12'-3 110.0_.-.-117. B'�0' 5'-6' _ T-0` 8'-6` T-8' 8'-8' 71'-5` 6-8' S'-1O' 42'-3 i40A B°-0' 7"-T 5'-6" 9'-3 ... Z'-2` 8'-3' 4t'-5" 12'-3 M.......-.-000,0 _ .___- ..._-......_.176.0 1f-f' S'-i' 5.-9' T-9' -6»D T-9' 6 7 S7"-5' fi'-8` S'-t1' 7 '-3_._ 1f8A fi'«1' T-Y9'-3' T-2' 8'�-3• 5'-e tt'-`120• 10°-4` £•-•1` S'-9". T»9' fi'ktO` 7'-9' 8 7 1V-5' W-10' e'-6` 12'-3 120A t$-8 45-1 r=6' S'-9' 9'-3" 7,3r 8'-2" S'-5' 11'-5" S'-O'• 12'-3 198.0 70'-2" b'-2" 5'-t0' J-/0" 7`-0" -70' 8'-9' 71'-g'.-7,-p' g' 12'-3 126.0 10'-32- H'-2• T-7" V-10` 9'-J" T-4130.0 6'-70' 6'-3' S»f0' T-9` T-0" T-9" 7'-0' .8'-1' 12'-3 _.. 1306 . 9'=10" 8' . .136.0 9'-5' 6'-4' S'-11' T-10 7'-2" Y-a0" B'-t0" 7t'-5" 7•-2' 6-2' t2'- 138.0 4'-5" 8'-4' T-7" 5'-71' 9'-S' Y-S" 8'-5.. S-1C' ,.t1�M5' ._.6�-2` .-11'- 140,0 '6'-0' T-t0' T-3` T-10' 6'-rt` 71'-5' T'-3" 6'-3" t2'-3 410,0 9'-1"146.0 8'-IG" 0'-5' 6'-p• T_9` T-4' T-9" 6"-t1" 7i'-y' T-4a.,,� 8'-3' 12'-3 1440. 6'-10' 8'-5" 7'-8' 6'-0" 9'-3' 7'-8' 0'-2" ,,,,. J 9 ,,, ,,,,� It'-8" ?'-Sr, H'-4i,. 12'-3 1640 8'-;8' 7 r ._8'_i._..__x-_3` T-T" T-7` fi'-2' 7-9' Y-8" T-8•- 7'-1" 71'-8" T-8' b'-S" _LtA., t6SA S 3. 8-8' T`-7" 8'_2• 9•.,3• 7,^g' g,^2• 7t.•.7• 1t'_8• y+_g• 1]-]. _„00.,- -8' �,,. ..61.�T.....,. '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 K� - INTERIOR 41Ile -MULLION aaa ..........tG�•y V�, ••:• as Ls �•1�tp": ✓: FLORMA BUILDBUILDING•CODE(Non Wqh Velocity HurricaneZane) te* 02617 PA.icCO 000, $ fly DAAWN SYt UJUS MULLION SPACING:"S" p t' ""�� rla7�,iys�ir,lr�rsyalm7 �/x4/1: •. � '� ' 999E TILLI7 TESTMO a ENa1NUMNO CQWPANY EXPERT SHUTTER SERVICES INC. ,t £+•' 7 maa rce.7L,ae m arrow..'alae s,n.a7,w 7£76.8 rF.BG.TkSRE sIRLEt' 01"•:cvnmt t9301e 1M, �17-7.44 ia"s"w." FG4t 57:c11C;,FL,34964 tawt9c w, - ��idYUFSEl�FTI w E6-LOCsi7tg NAE.R A.1? o 44 P.E. P.E. EE/+l,/=tONAtVRE/DATE 23,OR,0+,u.i 99+47 ae tsmr n .� snEE7 2s oe 7b. SCHEDULE 1b SCHEDULE 2b _ FLOOR TO CEILING!MPPED)MOUNTING MAX.SPAN IR)FOR ENO AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX.SPAN(FT)FOR ENDANO INTERIOR MULLIONS FQR A GIVEN A.S.D. A.S.D.DESftIGN PRES5URE RATING(d.s.Q.&A tY D"MAX,.MULLION SPACING 141' DESIGN PRESSURE RATING(P.S.F.I.&A 12•-9"MAX.MULLION SPACING IFTI' MAXIMUM MULLION SPAN(") MAXIMU M EP(n) W0t A= MAMM (D4"x6'9,114"MULLION G4 4'x8'9,114"MULLION ®_JIV4(4-THICKtN'FLANGE)MULLION p� w)am (C�4N6x1f4•MULL(ON O!4'7t8NIXMULLION G2 4Ar)EI14•THICK 0cm" mum1wtulm IU S�IX40 TNTt1�. `FLANGE)kWMI OPoEMA1RHi#t ORfENPAROti 2( ORIENTATIpN#1 1411 QREDIfAT{ON/2. ) OHIENFAT,DN ! OFAMATW#02 -) EttfAl{Qi1/): pR1MAl68N. 2( A. OPJEWATMN 1- OMMAMN+2 MEN)'AIION}2 Eta tN1E m -END INTERIOR END 1fa'ER10R END 9RERIOR ENO END INMMR k7'tO 011 (NOR END ItMIOR END I IN)MM ENO I OMMR 'END KWIQR. SO.o 1'«0 19-7 St'-6. 9-9 12'-8 12'-6• 12'-8 t0- t2-8' 12-8' 11'-3• 12-8 3040. 12'-0' 9-a 11-8 '-9 {2•-S 72"-8• 12-8 l -7 12-6 !!-J __17_7_ B 33'A 12„�0' 10'•-T 10'-77` _.. 12'-8' 12'-6• 11'«II' 10'-0' IT-B• 12'-B• IW-4 12`-6• 3&0 12'-0'-V-21 10'-+1" d'-2' 12'-6' 12'-6' it'-11' 7a'-o' t2'-6' 16'-4' 12'-6• 4tl.0 tY-D' 9'•-t p` 10'+-S' 8'•-0' S2•«8' 71'+!8' tl'«s' 9'-8' 92'-8' 1T-1a' 9'-T Ya`-6' 4Q.0 14'-0'u fi'-a 16'„-5' '-II" 12'-8" 7T-a' 1t'-s• 8'-6" t2'-6' 9'-r 12'-6• 48.0 12`-0' V-3" t0'-1' X-1' 12'-8` W-11• tC'-N' 'g'-Y 12'-8' 1V-2•- *°__o °-0' 12'-b' 4a,0 12'-0' a'-4` IO'-7` F-4- 12'-9" 7a'-1 t" 10'-{i' 8'-1" 12`-6' g`-g' 7T-6' mao IT-a• a'-8• 9`8` 8--l- )2'-0' 10'-4' 1O'-T a'-9' sa'-6' 10'-7' V•r 12"-6• am 72'-0' 8'-1" H'-8" a'-1• 12'-6• td'-4' io'-7• H'-8" 12`-6• 6-6 1Y-8" a6,0 IT-0• 8'-N 9'-S' 7'-10' 11'-a- 91-701 10'-3' -8'-8` 12`-6• 1W 8'-1• 12•-6• a&.0 12'-0' 7'-t` V-8- 7'-10" 11'-8` :8'-101 1p'-3• 6-6` 1a'_6•. a'-t` 72•_8. 00.0 12`-0` a'-6' 0'»2' 7'-8' tt`-4` a'-5' 9'••{t- 8'-3' 12"-6' 9'-T 7-9' -12•-B• .0p-0 73'-0' 7•»8• 9•-2- Y-6' 11'-4' 9'-6' a'-11' 8'-3` 12'-6' 7-9' 12'-8- aaa 12'-tl' T-f 8'-11' 7'-2• 11'-0' H•-i` 0'-8' H'-9' !2'-6' w-r 7'-6• 12'-6' SaA 12' 0` T^2" 8'-tY 7'-V` 11'-0' 9'-i' b-8 H'-0 t2'-6' 7-b• 72•-6" a'-8" V-91' SO'-8` 8'-9" 9'-5" 7`-f0` 12`-6' a'-1{" 7-2` 12'.-6' 70.0 1 '-0" 6'-1 f" -8'-8" B'-11" td'-8• 6' =6' lad 11'-0` 7•«I' 8'-6" e'-a' SO`-8' 8'-S' 8'-�` 7'-H' 12'-6' a'«7 8•-f 7` 2'«b' _ 70.0 12'-0` 8'-8" 8'=B' &'-8" f0'-8' 6`-1' 1. 12'-B' 8'-t}' 1 -E 110d t1'-0' 6'-11' a'-4' 6"-0' 10"-S' 4{'-2' 9'-0•. T-a" t2'-6• 8•-4• 8'-8" 12'-6' -a" 42'-0` 6'-a` .8'-4' 6'-S' t0'-3' 6'-2' 9"-0' J. 12'-B' e'-B" aS6 4Y»0' 8'.•a• b'-a` 4-3' 9'-9' Y-1N a'-10' T-2' 12`-8• -a'-1` 6`-6'......17'-B• 6SA tY-0' 6'-J` 6'-2' V-3' {0'-' - a'-1D' T-2• t i'_ 90.0 42•-0` a'-8' 8'-0" 6'«S 9'-2' 7`-9" &'-9' T-0• 12`«S' 7`x10' 12`-6' IIQO 9Z'»0" b'-1' 8'-0' 8'-1' 9'-11` �- - IMF T-a" IT-6` 6=4• t'-6` _.-._... t;j...._...�... Ob.Q 121-0' 151.4' 7'-t0" 5'-11' V-a T-Y 8'-0' 8'-9a• 1a'-v 7'-5` 6-2 -12-6___ �mo _f2F-0"- S`-l1 9'-t0' a'-11'. 9'-8'5'-9' 8'-0" T-0• B'-3' 8_-8' 11"._g• T-0` 6'-0" _12 6 IOQO 12"•0' S'-9' Y-Ba'-S' 9'-7`f - T..T 3"-' T-1 6'-9` T-0' 6'-8' 1S`-' 6"-8' S-tQ" 1`.O 106, 1 5+-8' T-7" '-8' g'-r' S' SCHEDULE 1 i4' (LIM11'EO LOAD:MULLLION SPACING&SPAN INSTALLATION) SCHEDULE 2.0- (LIMITED l OAS,MUlL1ON SPACING&SPAN INSTALLATION) _ FLOOR TO CEILING(TRAPPED}MOUNTED MAX.SPAN Ifl)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX SPAN(R)FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D.DESIGN PR05LIRE fp,&).ANDFOR 12•-G'SCAS£I)&B'-9'(CASES Is&11)PJIA)C,MULL)ON AS-D.DESIGN PRESSURE RATING(D.s-OlAND FOR 12'-W MASE 11 8&-0"MASE III MAX. PACING 1 N' P t G MAXIMUM MULLION SPAN (fT) MAXIMUM MULLION SPAN wx t1A< G 4kf9,1t4'TFllCK G1 4'za'xii4'TH1CK G3 2xTStl4'THICK �«p G 4'ftll4'THICK GI 4'xa'x'114'TPtCK G3 2'x7'xi14'THICK 55mil mt D`�EM MULL04 muLLIDN I4ULLtDN CA�s MULLION tdULLI0t1 A NCL1 MULLION cm 4FKQI of�WF)R41pN}'CRRf111YYt}F ORO(A"}1 OWNA gN}7 "m}t oaalt.oz R ( I f F p .7al2i xA7ttAtq!!i1 aRD61H3N it P?AtFaA�F�"MCE8fA1kYf ry gtflma7t' ('M4 X7:6 € t ca)r 1 t t ca)t t (a)t END a (^�' 44t (1)t (ter t (a)t t I ca)r END I*mm END INTIF 0R {NTERfOR. EFo I 1NTmm MULLION END WERIOR END 011E189R I ItimmOR £N0 61M OR o 12-o" _ - Jo.O f2-01 ... 12•_a" 1g•._8. F2._8. 12'-6' - 't f'-D' .,,,... � / ..,.,_....,.^,. .,.�.....,. _ �,. 30.0 12'-0' - I2'-8" t}'-!t' 12'-a" - t{'-q" ;f 3a.0 12'-0' F2 6 III-Ill 12.8 N)d 12'-0' - 12'_8' '11'-a" 114-4" 12'-S.. - )1'f" g i0.0 1'-D' - t2wg; 77-a•.. 11 4 t2 b ^,it`-Q• 40.0 +5' 10'-S t" f2 8 --- Ff,'«D",_ r r IV-a' td-{}' t0'-I1' �'12'-4' CASEt ..,....... ._._..._.. _.__._ .- ... - -' 7 4 f0'-T ) '.. }t•« ta'-p' =.... 12'-0'...._1D'-44'...10'-7` 12--o' t{._®. -.^_I iNTERiOR aao 2. Q. _ t . B. Q. "`-_ A4()LLION =0 72 0 8a.0 92 0 - ri•-8 9 40' {d 3 12 6 - t1'..o - •••••^-^•^ ,,.. .. 6R.0 ,2 Q' - 11..•. 9 S .9-t-_,* t2'-8' ,_t{'-0' a6d 1i•-f 9 8" 9 1f�... i2 6 t1•_0•. ----.- _ adb•.. 92-0' 11--r 9'-4 4-1}- 1 • ..1'» a17d 72'-0' - it- -4' •-1t' t' d 8'-Q' 12'-6` 12'-6' '.1?-6` 42-8" t1-0" ��• 3Dd 8-O" - 9'-O' 8 _tl' 8'0 S- • II-0" t""^•^"^w --S" ,`S'`� Ja.O a-0' bad ••••.a`-0` .�• 12-6-6 12-6' {2 S`.,,,.. 1g»8' - t7'-0" A 40.0 B-O' - .9.-0' 9"^C' 6' 0 .-..v-0'. +od a-012•-6 12'-b• ,2 s 2-6• _ 71-D' MULLION SPACING'1'Sd Aba _!_-_0 OA G15866..04 86'--00'' M- �,-11,2-2'-�62,,, t2-6' 711-8' 12-8' v - ut1'.-p• • _ 0065,00 6'`-0'" - 0'•-0" 21 -6• _12-6- »8 «8B'- 1 ' o9f'--00' .MID -0' - 6' fT-8• tt-0' S'''-0''• -- . 61212 _ -0_ _ 9_0, w9 . %D6-a n' 9o -n" cBgg`•-.-_QMAXIMUM MULLION SPACING SHALL BE SUCH12'-211'-4' 12-2' 11'-D' 0Q0''• •- -o• i t- s THAT MAX.,ALLOWABLE.SLAT SPAN FOR THAT WAe'd' - s'-Q s' d s-o s'_o" g'_a• JOd $-o" 9-a' of-tl" B'-• 9'-d• II•-8' DESIGN LOAD SHALL NOT BE EXCEEDED. 70.0 e'-0'" - 9'-1)• s'-o' s,-Q• s•- 35A 8'-p• g'_0• II_p• Bt-p' II'_0• .. g•_Q• - ,�70A 00-0' 9..,..,...w.,.....,,0 S O 9 0 9-0 9.0.. 40.tl a'-o" s'--D' 8-0" g'.-o' V_or _ - g-p• r MULLION ORIENTATION IS A$SEEN FROM THE � e"-o;,„„ - 9'-D" 9 Q - e a s. o ............. d• :. 48.0 8'-6' - 9'-L' 9•-p' 8=0' g..Q .8'-O'.-- OUTSIDE(EXTERIOR)0F,ER T 6-0• - 9; _ .„q q s a 9 0':,-. ;,,w�.. s Q' - _60A__..8 0" - 9-0' 4 O 9 0 - 9-0 -8 tl' i{tF�:Tw"" 05.0 8'-0' 9-0" 9 0 •.9' d 8'- •• .. II O' /��{,� 60.0 S 4 9 Q 9 0 4"'0 9-0 9-a• \t+1. ••' 7"{" .,TJ' 100.0 '-0' - �8'-O" a-O d'-d' 9'-® .. p-a' CAME[ ._.........-_ .. .._66.0.. B 0 9 g- .9 U,. N 0.....�g-0..,..,-. �`^0' 1\\ •" �7•' -. �'`�" ELORIDASEtILOtN9 G9GE(Non R+9q VefOe+ty C3uF71[vtse Zode) -lad 9 0 9 Q 9..0.. a II-O g-Q• •.t a. Z. Cao}71N.7EC^r nai^. Ar {•• yr��rF CRMII W. a0A 9 a 9 O 9 0 9 II 9-0. 9'Q• R . ` i�aufflus LG VE f)-Q a9 1r s-o. a-x fa-o g_ th EX^^^ ^' �^^• M ��.s� iD S`�-1\\ 7{LUT TESTING R ENGtNEERtNO COIFPAHY PERT SH TTER SERVICES INC• 8'-O -. 9'-a` 7'3'• 7-Q"• 9'-W ' f i`: . 1 yyyg yK. a,,.m yyy�y,•;yA , tx ia!a {7126 S'X+.e101,40 E 51oxY NOTE,USE 8'-Q'IF ANCHOR CONSISTS OF HILTI,)NC HUSH SCREW OR POWER FASTENERS,.M. -'ilk(^[ � lift" ' �.m�a ii�sc oo8t cwn l�t�t f1fi.YL ST,LUC c.i1.,34984 )7--244 WEDGE-BOLT ANCHOR.SEE SCHEDULES I&2 ON SHEET I OA. „a:++ E9-dm5s'7ea rxa+a:.(04 i+e-sass.r$..?,M)"11040 mAlSsts ns WkTmm A,.TIlI1`,Ra P,6. fir,� Rr,r 6RF•no. mR tteWro4 7+a 1=.E. SEAL/SIGNA7URW0AT£. t>,c>KutA t1t.!44 s87 t •s.t.m+ n + sNix7 23 OC2a '1 SCHEDULE 1c 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 A.S.D! A.S.D.DESIGN PRESSURE.RATING(n.e l;& A T•0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'-0"MAX.MULLION SPACING SPACING(ft)` (FT)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLI N'SPAN(FI) 14Ak. MAX. 66400" QG 4'h6"x1/4"MULLION G1 4")18°x1/4"MULLION G2 4'x75c wTHIC rm-FLANGE)MULUoi o�Esleie @414W/4-MULLION ©4'Scft114"MULLION Raw SPACNO G2 Px?'x1WTIWK RE WMA1001 PRISM NULIJON d'FMULUON IP J � ORtENTATWN/1 ORENUTION 2( OlbENTATION t OMMATIDN 12 ORIEMA oo t CRumnoN#2( lD .) ( ORIENTATION/1 OMENTATION 2 ORDUATM 1 1 OMEmmN 42. ) OMICA11QN 2- END INFERIOR END I 1NIERIOR END O MMOREIV-6 9.4ENOR ENO END MEMOR END INTOWA END INFERIOR ENO 93TE16oR END wral OR ENO WIERM 304 7`-0' '-8" f2'-8' 12'-8' 12-6 12'-6` 42'-8 12'-8' 12'-6 12'-6 12'-6' T«0" '-6` 1 '-8' 12'-8' 12'-8` 12'-6' l2'-8' t2'-6' 12'-6' 12'-6" 12'-C SIA T-0` t2'-8' 12'-8' 12'-8' 12'-6' t2'-6' 126,xt2'-6' 12'-b' t2'-8' 12'-6' 7'-0' 12'-a' I '-6• 1 '-0' f2'-' 12'-8' t '-6' 12'-B' 2'-' 12'-8' 12'-8' 40A 7'-0' W-8" t2'-6' 12'-6' 12'-6' 12'-6' 12'-6'. iY.-' 12.'- 1'- IX-6' 404 - t '« $' 2 6' 1'-6` 1 '-6' 2'-• 12'-' 2'-8' 1 '- f2'-�6' 460 . 7'-D' t2'-6' t ' 12'-6' 12-6' 12'-8" 12'-6'- 2'-' 1'-6' t '-6' T-0' t '-6' 12'-O' 12'-" 2'-8' 1 '-6' '-B' 1 Y-6' 1 '- 12'-S" T-0' 12'-6• 11"-7' 12'-6' •-6' t '_ i '-B' .1'�'-9" )iY-6" i2'-6� 1'x.26' 7'^• 2'"8' W-Y 12'-6• ly-6" 2'-6' .t2'-6' 12''-6• 1 '-` 121-6' 12•-6' 60.9 T-O' 1 '- l'-3' f7-6' 1 '-6' fit.'-6' 12'-d' W-- 12'-' 12'-6' 12'-8" T-0' 1 - 11 1; .12'-6• 121^" _13':C I 12'-6• 1 '- 1 '-6' 12'-8` t2'-6' 10'-1i' t2'-6" t '-6' I '-6' 11`-n' 1 '-8' 12'-6' W-6' ,12'-6' qp,Q 7'-0' 2'-6' 10'- 1' 1 '-6' 12'-b' 12'-6' 1"-n" 1Y-6' 12'-6' 2'-6" 12,-8'66.0 7-0' 12'-6' 10'-8' 12'-1• 12'-V -57-6' 14'-T t2-6 12•-8" 1'-8' _ t2'-8' 12`-6� 7'-0' 12'-6` 19_a* /2_11' 1T-6� ._13',-8',_ t1_-7` 12'-6• i2'^8' 12'-B' 12'-6' _ 70.0 T-0' 12'-8' .f0'-8' IS'-6" t7`-b' x.•12'-6' 11 3 IW-6' .I2'-6' 12'-6' IY-8' ,,,,l2'-G 7' I '-6' Iw-8' (Y-6:..... 127-S' L2'-6' 1j'-3'_ -.W-6' ty„6• 12'-b: ...12'-6'.,... 740 7'-W12'-1' 10`-2' 10'-11" 12'-6' 1T-6' 11`-Q' 11'-11' 121-6' M'-6' /2'-6' 12'-6' T-0' 12'-t' 0'-2' 10'-Y 12'-8' 12'-6'---I1'-0'µ 11-11' !2'-6' 60.0 7'-0' 11'-8" ill-11" 10'-6' IY-4' tY-6' 10'-to' 11'-S' I2'-b iT-6'. fi'-11' 12'-8' -, 7'-0' 11'-6" T-11' 10`-6` 12'-4' 12'=6" 10'-10' n'-W 12'-6' 66x0 7'-0' 11'-Q' 8^-B' 10'-2' 12'-1' 12'-8• 10'-7- 14'-O' 12'-6' -12'-6' 1%-4' 12'-6' 7'-O' it' 9'-9' t '-2 1 '_I` 12'-6' t0'-7' Tt'-0" 900 7:-,0' f0-7' 9'-7' 9'-10' 11'-10' 12'-5' 1Q'-3' t0'-B' 12'-8' 12'-2' to'-10' 11'-6" 7'«0' fp'»Y 6`-7" 9'-t0' 11'-10" 12'-8' t0'-5' 1O'-8' 12'-8' 10'-10' 12'-6' 96.0 7'-0' 10'-2' 9'-S' B'-8' 11'-7' 11'-11' f0'-2_, FO'-t' If-S' 11'_91 10'-5'�-f2'-6' J'-D' !0'-2' 91-5' 9'-6' 11'-7' 11'-it1D'-2' 10'-4' 12'-6' 10'-5' 12'-8' 100.4.,, TM,C,..1'-10' 9'-3' 9'-J' 11'-S' t 1'-8' 10'x` 10'-1' 12'-6' t 1'-6' ._.f0'.`t• 12'-6� 4D..Q.... ...-7`-0" _ •......4:.'x8 108.0 T-6' 9'-6' 9,,.t'_,,,,9; 1„,,,,,, fi'-a' t1'-1' 9'-t$ 9'-t0' 12'-8' ti'-1' 8`-6' 12'-6' gbg T-0' Si'-6` 9'-1' 9'-t' tt'-J' to-2' 9'-10' 9'-t0' 12'-8' 9'-8' 12'-8' 710.0 7-0' 9'-3" 8'-I1" 8'-Iw 11'-1• 10'-10• 9'-9' 9'-T 1 72'-6' 10'-9' 9'-S' .12'-6' 71-01 9'-3' 8'-I1' 8'-10" ti'-1' 10'-fo' 9`-9' 9'-T 12'-6' 9'-S' 12'-6' ...-. _....._.... _._�...._ ........ _. `116.0 T-,O' 9'-0' 6'-10" 8'-7' 10'-1t' 10'-T 9'-7" 8'-6_ 12'-6' 10''8' 9''1" 12''6" __.._ '^0' 8'-0' 8'-10',,.. '-7" 1O=1t• f0'-7' 8'-7' e'-5' 12'-8' 12'_B• T20.0 TQC 6`-8` 8'-8' B'-S' 1Q_8'.._ t0'-J' _._.W-5' 91-r 9..�.-r 72'-6' f0'-2' 8'-10' 11'-6' /�,0 T-6' 8'-9' B'-8' B'-8' t0'-9' 10'-3' 9'-S' 9'-S' 12'-8' 9'-f0" IY-8• 198.0 T-0' 6'-6' 6'-7' 8: sa'-r 1N-D`-D` 9'-4• 9`-t" 12'-8' ._..._. 9'-il' ._.... 6'-7" _12'=6• 7'-0` $'-6' 8_7�._.� tb'-7• 10'-0" 9'-4' 8'-1' 12'^B_ 6'-?' f2•-6' U30.0 T-0' 6'-4' 8'-5' e.-0" t0'-b' 8'-9" 9'-2' 6`-11` 12'-6' 9'-9" B'-8" !2'-6• _1+'A&._. T-' 8'-4" 8'-S' 8'-0' 1O'-b' 4'-9' '-2' g w11" 12'-r 8'-5' 12'-6' 135.0 7'«06 8'-2' 8 4' T-9' 1D'-4' 9'-0' 9'-1' 8'-9' 12'-6' 9'-8' T-0'. _.8'-2" 6'-O71-91 ,-1G'-4' 9'-T 1.-1' 8'-9' 12'-6' 8'-2 /Y-6' . 1404 7'-0' 8'-0' 8'-S" T«T 10'-1' 9'-4' 9'-0' 8'-7' 12'-6' 9`-4' B'-0' 12'-6` 7'-0' 6'-0` -3" T-T 10'-3" 9'-4" 9'-O' 6'-7" ..,.,._.._._._......-,_...... ...........,._... .....9'.-.4 .._...... ..._.-.�..........._._ I464 T 00. T-t0' 8'-2' T-S' 9'-9• 9'-2" 8'-10' 8'-8' 12'-6' S"a2' T«10' 12'-8' T'-0' 7'-10' 6'-2" 7'«S• 10'-1' .9'-2" 8-f0' B'-6' 12'-6' 7'«10' 12'-6' 160.0 7'-0" T-8" 6'-1' 7.'-4" 9'-5' 9'-0" 6'-9' B'-4' 12'x6' 8=t1` T-8" 12`-b' T-0' 7'-8• B`-1' T-4• 10'-Or 6`-O` B'-9' B'-4' /2'-8" -0• 7'-2' 9'-2' 6`-t0` 6'-8 B`-3`- 1T.'-8' ..�'-9" .,. ?'-8' f7-S' _ t664 7'-0" T-6" B'-0' .... ._...W-t0' 8'-EQ' E`;-8' B,::A- .12�-¢......,,7�'6+..... f2•-8• ...._._.-._......._._......._....._... ................ ..-...___..... ...___. ....__._._ ..... ._ 11-1 7'-0' 7'-4' T-11' T-0' 8'-10' 8'-8' 8'-7' 8'-I` 1 ' T-S' -6' - T-4' '-11" T g•- 8'-g• W-2 ....8,«' V-5 .._1 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEM.. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT, END MULLION f _INTERIOR pl� - --- �. MULLION1,,,:;.•t�tl�� w,�•" _.i .6 ,'C- FLOREOA OUWNG CODE(Non High Velocity Hur6con6 Zone) 04617"Ec0 RIC. Naud-us DRAM 8r, MULLION SPACING:'IS" , x '� RaJLtligShutlersgntarn to/24/17 % p I��C INC, "ATE �� 161 TE64iT TRSnNO a GICWE[RINO comf'A.Y EXPERT SHUTTER SERVICES INC. `9D 5 uw IitF:xa r,.,s.,1a,.avaaw wdv.X n 311" t626 SN.IiLIWAZ Smut 17-244 l t-mcg:GHeecWd,ecm FORT Si.wClf:,F6,34984 IWAWRO ft^„ AL��Flo1 I E9-0c067t9 HWVE:tw).2-M6..rAY:(Ila)67,-cow min A 16.Ui d;{'.G. ,sr,r samla uu s•. r n Fs.E..SEAL(St tZE/DATE. 51.0+106 cfc.0 44161 •a,>-m, V, 4y sNEn 2fi of se BUIL INCAS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING ($S.F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK L++LESS THAN 7'-9' L•+GREATER OR EQUAL THAN 7'-9"AND L^GREATER OR EQUAL THAN f1'-3" ROOF LESS THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSmVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATF A.S.D. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES 01- 15' 76.4 45.8 102.4 67.4 73.0 43.8 95.5 57J 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END -- ----- -- - ----- ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' �� 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2', 72.0 43.2 90.8 54.5 AND FOR ALL ROOF SLOPES. >20'-25' 83.6 50.2 . 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 **L-STORM PANEL LENGTH, >25'-JO' 86.2 51.7 115.5 69.J 82.4 49.4 107.7 64.6 77.3 46.4 974 58.4 ACCORDION SHUTTER >30'-40' 90.7 54.4 121.4 72.B 86.6 52.0 113.3 68.0 81.2 48.7102.4 61.4 BHImELLENNGGTGHHiR BNIAATA >40'-50' .94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9' AXAXArC PRODUCTS WHICH BEAR A >50'-60' 97.3 1 58.4 1 130.3 78.2 92.9 55,7 121.5 72.9 87.2 52.3 109.9 65.9 MAMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.E) FOR ASCE 7-10 - PEAK ROOF'HEIGHT GREATER THAN 60 FEET AK BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS ` RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PE pf dE`GO' COLEVIEWE® FOR PEAK L-LESS THAN t2-3" L'+GREATER OR EQUAL THAN 11'-3" ®p q ry L IAN C� ROOF �VVA®6P HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 07TH �� (h) ULFINATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ®q^^/qaa�q®�J�9Ty >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 l®�9y� BUILDING SCHEMATIC >70'-60' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >BO'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >got- 100' 97.3 - -58.4 178.4 107.4 89.7 53.8 1579 94.7 > i00'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 1674 100.4 �,.• N. T'I > 160'- fBO' 107B 64.7 197.6 118.6 99.3 59.6 174.9 104.9 C NS`A1�'T�'p ��' �I� ��1�� > 160'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 `\ �:•�\ ` e >200'-25o' 114.1 68.5 209.2 125.5 105.2 631 185.1 111.1 a /� No.44167 >250'-JOO' 117.8 70.1. 216.0 129.6 108.5 65.1 191.1 114.7 >J00'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.J 117.8 ,. „ � STATE OF ? >350'-400' 12J.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 9 205.1 12J.I LORID >450'-500' 128.8 77.3 236.1 141.7 118.6 71.2 '208.9 125.3 +oA.�`sS%pNAL��►�° 1-9 NO 1.)THIS CEROFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY TMS ENGINEER,BASED ON ASCE 7-10,FOR A BASJC WIND SPEED OF 170 MPH,AND 2017(6th EDIHON)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY G£NERJC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART LC. 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION&B414"SHUTI t 444 DRAWN BY 3)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. Il BLDGS 06/09/17 _ WIND PRESSURES ARE ULTIMATE AND ASA.PRESSURES. -CODATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I Lr CC N C. WIND PRESSURE CHART TILUT TESTING&ENGINEERING COMPANY BASIC WIND SPEED- 170 mph 17-194 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY e]se NW.]ern.a4,r..]De,v1AGwu OAR=n nree EXPOSURE 0.Kd-0.65 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). Pnone r(]0.1)e71-re]D.ro.r pm)e7i-I]]r _-naanrwr -a x ak u. DRAW/NG No .- - _ _ _ _ __ _ -.___.. ____ ___-__ _ -____ _____..EB-0006719--. _. WALTER A TI[LIT Jr.P.E run re-ree /r FLORIDA m.Of44167 SHEET I OF 1