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HomeMy WebLinkAboutProduct Approval ... ' ., 'r SCIS Home I Log.In User Registration Hot Topic Submit Surcharge Stats&Facts Publications ' Contact Us BCIS Site Map Links ! Search Florida :10 Product Approval ,. ���, '� USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail i �-mvC— FL# FL12246-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Expert Shutter Services,Inc. RECEIVED Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,(772)871-1915L Ext MAR 0 2 t O20 callexpert@aol.com ST. Lucie County, Permitting Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 2 Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Uj Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. v^ ❑ 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 Product Approval Method Method I Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 m- Date Pending F9C Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12246:1 Nautilus Rolling Shutter System NautilusRolling Shutter System Limits of Use Installation Instructions Approved for use In HVHZ:No FLi2246 R4 11 EXPERT SHUTTER SERVICES INC DRWG 17- Approved,for use outside HVHZ:Yes 244.POF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2,3 and 4 Evaluation Reports (basic protection only).Pressure rating:+30,-30 p.s.f:at FL12246 R4 AE EXPERT•SHUTTER SERVICES DRWG 17- 20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2"slip. 244 PRODUCT EVALUATION REPORT.PDF See sheets,15,16 and 20 for additional pressures and spans. Created by Independent Third Parry:Yes Back Nex Contact us::2601 Blair Stone Road,Tallahassee FL 32399 phone.:850.487-1024 The State of Florida is an AA/EEo employer.Coovrioht 2007-2013 State of Florida.;t Privacy statement::Accessibility Statement::Refund Statement tinder Florida taw„email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity,Instead,contact the office by phone or by traditional mail.It you have any questions,please contact 850,487,1395,-Pursuant to Section 455.275(1), Florida statutes;effective October 1,2012,rticermees licensed under chapter 455.F.S.must provide the DepaRmenf with an email address if they have one.The emaits 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 Lqr L.. .Product�Approval Acceptsi FitBd� tut ® . Credit Card Safe GENERAL S.ANCHORS SHALL BE INSTALLED FCILM(ANIG ALL OF THE RE:COWUMA'TIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 1,(XnU15 RDWVG SHU'iTER SYSTEM SHOWN ON THS PROIN.'CT EVACUATION DOCUMENT((PED. HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECRON3 SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIPM FCR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EOEOON)OF THE FLORNDII�UD.DING COiJE NAUMS RCU=SHUTTER SYSTEM SHALL.NUT BE INSTALED AT HIGH VEPG=HURRICANE ZONES(MMU(-DACE '3/8'0x1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS,INC. /6RWiAPD CCAJ4TRa'9). -1/4'093/4'SOLID-SET MA WACTURE'D BY ALL POINT.INC. -3/810 KWIK BOLT TZ MANUFACTURED BY IOITT.INC. DESIGN!WM LOADS SHALL BE DETERMINED AS PER SEC'DCN 1669 OF THE ABOVE MENTIONED CODE, -5/1610 TAPCON MANUFACTURED BY B°x SUODEXC,INC FOR A BASIC WINO STEED AS REQUIRED fsY THE ASCE 7-10 FOR TNSIA THESE TION SHUTTERS 17 BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR A�MENTICOED,ANCHORS SHALL SE AS worATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A ALLCIRNOT EXCE D."TOR KdmO B5.A.SNG ASCE FR FOES I45TATd ti ONS tJROER 2017 FHC FADE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHA!ND7 EXCEED THE MAXIMUM(�sD.)DE3TGN t'RESSURE FTATiNGS L4iSICATED ON SHEENS f5 TFHUI t6 dt 20 TE7(18 26. EMBEDMENT IN ORDER TO VE IM THE ABOVE CCUUM04,ULXVJTTE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST Rc'DIVCED TO ASA.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING a 10OS EDGE DISTANCE®100% CONCRETE CONCRETE BLOCK TO COUPARE DIES'W/MAX. (A.S.D)DESIGN PRESSURE RATINGS MI)fCATED ON SHEETS 15 TNRU 18&20 THEW 26. 3/8'Oxt 1/4'CALK-IN 3 3/4' 4 !.(2- 1 1/4'(3000 psy NOT ALLOWED 2.W ORDER TO VFR.WY THAT COMPONENTS AND ANCHORS ON THS P.ED.AS TESTED WERE NOT OVER STRESSED, 1/4.0x3/4'SOLID-SET 3' 3 7/8'(3C00 paq NOT ALLOWED A 3Z%INCREASE IN ALLOWABLE STRESS FOR W74D LARDS WAS NE)%USED IN THEIR ANALYSIS.FASTe1 S 318'0 KWIK BOLT TZ 9' 4' 2 1/2'(3000 FIT) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMI.UM OI ACCORDANCE WITEt NDS.2015. 5/16'0 TAPCON XL 3 3/4' 3 1/8' 2 1/4'(2899 psl NOT ALLOWED NAMUS CEWITH ROLLING SHUTTER.SYSTEM'S ADEQUACY FOR MENACE AND CYCLIC A RES RICAN HAS BEES!VERIFIEDSOUTH BV t0.ANCHORS REQUIRED FOR MU1JJON CONNECTIONS SHALL BE AS SFEGIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, PLOWACO(1ROANCE W€TH SECTION 108 AS E THE ASME MENi5,E CODE AS AMERICANS TA LAB S, SOUTH AOA, 11. IIA. 12. 12A. 13& 13A. WSrALA.REPORT WIND ES . 3 ASTM E SIZE R5,E AND O 5 AND E 3BL STANDARDS,OUALTfYLN'G fNSTALRkTtONS F. WIND 2ONE5 t.2,3&4.69550.E TYPE D ANO ONLY APPUCABPE TO Bh�C PROiECDtON WSTAUAWfa AS OSNED BY SECTIONS 6.2.1.1.62.12 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 -KATK BOLT TZ E&ANStON ANCHOR MANUFACTURED BY HL31,INC. TO ADDITIONAL LUMATIONS. -HUS-H SCREW ANCHOR MANUFAL`TURED BY HIL41.INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASIIT'r'RS.INC. S.ALL ALUMNUtt EXTRUSIONS SHALL BE 6063-T6 ALLOY(UIP-ESS OTHERWISE NOTED).SEE SHEET 2. MAXIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS I.W;CATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ACL Sf.Ran DEXCc-PT END RETENTION SCREW O 1 TO BE STA11IL MS STEEL 304 OR 316 Ssmm WITH 50 ET EDGE DISTA14CE AND EMSECUENIS ARE BEYOND ANY FINISH MATERIAL. `raO STREN H AND 90 W TENSILE R CORROSION RESIM`YT COATED CARBON STEEL AS FM ODA EMSEDMENT 0 GROUT 100% FILLEDSWI8.AIL"S,ARE TETE SCRE WS MANUFACTURED BY ITN BUWEX&SHALL COMPLY W/FLORIDA BUILDING ANCHOR SPACING® LOOR CKMOOR EDGE DISTANCE m tOOx CONCRETE CONCRETE B ems SECTION 2411 3.3.4. 3/4 O KWIC BOLT TZ 27' 9' 4 3/4'(3000 psj NOT ALLOWED S,BOLTS TO BE ASM A-307.GALVANRED OR AISI 304 OR 316 SERIES STAINLESS STEEL VATH 36 W M101UM 1/2.6 KWIK BOLT TZ 22 1/2' 7 112' 3 1/4'(3coo w NOT ALLOWED YI--ao STRENGTH, 3/8-0 KVAK BOLT TZ 6' 4 318' 2'(3000 FSI) HOT ALLOWED 3/80 HUS-H SCREW 4' 5 2'(=D PS>) NOT ALLOWED 6,NYAYJOLUS ROLLING SHUTTER SYSTEM SEARS U.S.PATENTS 96.095,225 AND#7,409,980. 3/80 WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2'(3(100 PM) NOT ALLOWED 7. ANCNOP.,v TO WALL' FOR@SIOE RAIL SHALL BE AS FOLLOWS- I/2'0 Rr H so"OR VVE BOLT 6- 6' 3'(3000 PSI) NOT ALLOWED 5/80 HUSH SM OR Y.DGE,W 7 1/2' 7 1/2' 2 1/2'(3400 PSI) NOT ALLOWED (ea)TO EXISTING POURED.CONCRETE:MIN.SOOD PSL COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR 6 TO SEAL/CAULk ALL PRODUCT COMPONENT EDGES WHICH REMAIN I!CONTINUOUS CONTACT WITH THE BUWNG -5/11616 TAPCON DOL ANCHORS AS MANUFACTURED BY ETN BUILDER,IFC. TO PREVIEW WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL ARCUND FULL LENGTH. --3/8'd KW€K BOLT 3 ANCHORS A5 MANUFACTURED 8Y LCLTT,INC. 12.IF SHALL BE THE RESPONSISA=OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO At)FATSWUM EMBEDMENT INTO POURED CONCRETE SHALL BE- 3/g INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACKED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. NO fJ1EIMU(EN'(INTO TAPCON SN CO SHAANCHORS L BEF CO&Z RED AS PART OF ME RBE�R3ED EMBEDMENT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS ORA'MNG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED A.2)W&ITAUM EDGE DISTANCE CED.)INTO POURED CONCRETE SHALL E3E BY THE JURISDICTION WHERE TERMINI l5 APPLIED 70. 4'FOR 51160 TAPCON XL ANCHORS d:5-FOR 3/8'6 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND 14.LIFTING MECHANISM NOT PART OF THIS APPROVAL ANY FTEIISH MATERIAL I&(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT(Le.WHERE THE SITE AS)T4 CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOULED ON CONDITIONS DEVIATE FROM THE P.E.Q. T'-IE 6YISTI&O WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE YAW SLR(ICDURE BEIM3 SUCH PANELS (6)CONTRACTOR'TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND MISTALIA11ON INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON Mir. (B)TO EXISTING GROUT FILLED CELL CONCRETE EiLDCK WALL•ASTM C-90 P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS AT S DOCUMENT.CONSTRUCTION SAFETY AT E IS THE CONTRACTOR'S RESPONSSLRY. -51460 TAPCON XL ANCHORS,AS MANUFACTURED BY RW BUTLOEX.INC. Cc)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. &1)UMSH ALL EMBEDMENT OF 5/16'6 TAPCOlI XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK LINT SH (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED EN'GRNEER OR ARCHG91 ECr WHICH WBECOME THE ENGINEER OF RI*!EMBEDMENT 2 t/4'.T!M STUCCO SHALL BE CONSIDERED/S PARI OF THE REQUIRED EMBED.1MENf RECORD(E.O.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTRffi AS A DELEGATED ENGINEER TO THE P.E.D.EUGINEFR,SHAT1 SUBMIT TO THS LATTER 7HE SITE SPECIFIC DRAWINGS FOR RENEW. e.2)MINIMUM EDGE DISTANCE(ED.)OF 5/16'6 TAPCON XL ANCHORS IMO GROUT FILLED CELL CONCRETE Lw=SHALL BE 4'.EDGE DISTANCE IS DEYCUI7 ANY FINSSH MATERIAL- (•)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL.AND SIGNATURE OF THE PROFESSIONAL.ENGINEER OF RECORD THAT PREPARED R. 9Z)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS.'LENDER OR PAVERS BE FOUND ON f6.PRODUCT UMtUf THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE,MAIL STRUCTURE BEHIND T4R6o+U1BEL SHALL BE LOCATED ON A READILY VSIBLE LOCATION AT PROOUCr IN ACCORDANCE WITH SECTION 1709.93 OF S'rJCH PANELS. FLORIDA 6UTAI,G'D 0 EA�1 SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH(G-0.36).DOUGLAS-FIR-SOUTH(C=0.46)OR I•I•Q• WUL E STolyALE O ORi1Li SOUTHERN PINE#2 W/G e OSS MIN. AAS�:• FLORIDA BUILDING CODE(Nan Wqh Veto6ty Hurrfmne -5116'6 TAFCON XL ANCHORS.AS MANUFACTURED BY ITW BUI.DEX,INC. ; S 020tT TR.11I0 W0. • cpjlve Ir6 No.4416 1 Nautilus CLI)Mi�%�EDEMSEDMW OCOF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYS'.CAL ;N. *, �,�C NO EMBEDIADT INTO FINISH MATERIAL.SHALL BE CONStOMED AS PART OF THE REQUIRED EMBtMUMT. �}"• IL $G O Awa. R9LL'e9ShaNarSystern `� ' C2)MLNIMUJ EDGE DISTANCE(FA. OF TAPCON ANCHORS,INTO WOOD SFLALI 8E 2 1/4-.EDGE DISTANCE IS T MILT TEST NC a<ENG VEERING CO4PANY EXPERT SHUTTER SERVICES INC. BEYOND ANY FINISH MATERIAL..) / %�Oj(•,• •' \Y a•n Nr.yen.sa�..se,vena.riAmr n ss X626 S.W.BRidORE SOLIDI :(ms;m-Ism.r:(wSEerawlPoRrST.LIXT, T 7-244 C3)M CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON s_ IQAJ• ��\IL1I71 EB-=6719 SUCH ISD rm 34984 mI asso ND SHE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TD REACH THE MAIN STRUCTURE SEEM =r�s-""� veAtTF•t+ A.N.CI.v'•P.E. "' °�"•°� °'s SUCH PANELS. P.E.S£R'./FE6?Y7OR DATE T10ROA Lin"167 sNrEr r olrsp a #7 I #B #9 ##105zu sc�r LS uasvaa4Fsa wr . ar4sa2sn s/4 srzamJaro so-1� 6e6r. =A �r srMR) am*mUmmmum,I OETAR'A is L6n9ThECIPsAOA8T1W40ff=IlP. TRl55RTMTL7SIXL�TF6EADLiOFLP t06]v •I2 Ixs.ur suss• 6xa7r ERa8A6' m.asr Rzi r �,1s6• UAWL��ass• j 3 OPTION 91 mig mticl OPTION 02AWYtA2(E(?i is, � 1 ars c <wxrcraLUFsssz�a sa tiv I �.� 4 ISTATEOY.t7HM.S011F3L 41 gblRANnC0F4WSV4 Rom. ° - flYEEI?1myWATTf UC AY g PI'191AIstmasTii[-oM. .62Y may. .67Y I ,g °'`h-�� .wa� b Flus 1¢&Bk6II�E56�*GfFa oA SLATS J29' osr —a6r MR) Aw STARTER SLAT • - rte' wr G:&1T6A[Ailt1N06fALL0'! 6C83-TRUOSU:.UMULOY Fi-3sm� OF- .8 S^Ase:vr-r ©BASE SLAT SCSJ.E 1W.r E081TBALIIldnR1S1ALlOY SCJLLE:47-r .1CB' • 14 14 I 13 • n 14 • I� I I 21 �y I � • /^ 152A • 18 is 1 SIDE/END CAP j to 2 HOUSING(BACK&TOP).040 THICK • 's ° 3 HOUSING(FRONT&BOTTOM).040 THICK • © '� 4 SPRING BRACKET 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) .•� 4 8 SIDE RAIL(COVER SECTION) 1 17 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 ° 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 0. ® 15 HOUSING(BACK&TOP)FASTENERS ® 16 SIDE RAIL(MAIN SECTION FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 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 SSEMBLY COMPONENTS to ,1,1�P� T�•. �,. "CENSE'• FLORIDA SUADiNO CODE(Non High Velocity Hurricane Zone) No.44167 `: = e2017 TL Ecp�1G Nautilus 11 ` •O• * IL E C RallingShuN�Sys(am ta/zyrt too, 1 v •'. ``� TU.LR TESTING d:ENpNEER1Na COYPINT EXPERT SHUTTER SER ICES INC. DAM Elm'..�b1 '' 11 •.,.n•�.,x�..n,v..rrs.uer-ae.aiaoa.n.mu t626 S.W.BUUME SIREET 17-244 _ 1 '(���-'vO• -f ��-��� Pm ST.Lucr,rL 35984 . cce •.......• �� , °-.roe:t7lemo'�c5.c°m RCtL•tew)7w-x:e.nL(m)en-m9° 1MA9RNi N° •S�ONAI�11' EB-COW `•, ��� WALTER A COW1.P.E. ••. P.E. &,X-vzYA RE/DATE FLORCA L;c.B 44187 sRLET 3 acs BOX �Y/6 & Y/7 BOX V/9 K � FaR V/9 K Y/6 & Y/7 END C 1 END CAP END CAP r Al ENO CAP SLATS SATS SLATS & Stirs MATS CSLATS SLATS 9 /5 `ry RATS SLATS �8 SLATS 0/8 m 8 RATS 0/8 0/8 O'/8 off 0/8 0/8 T SLATS � 'SLATS 7';t Su1S D !CSA�ID (TYP• Eo. END) CTyp. Eo. END) RATS AA A /"1 ID (Typ.) I IO (TYP•) SLATS ' i -LATS STORM BAR SPACIN / B DY/6 do Yf7 (SEE SHEEr 22 B U—MAY SPAN ©V/9 D V/9 ��Y/6 & Y/7 _ (SEE SCHELWLFS ON SHEETS 15&20) No..SAT SPAR TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS tsx SniE1am at SWEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT; * CCASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN It'-O'APPLICABLE TO INSTALLATIONS W/0 STC(m BARS.W/STORM BATS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO t I'-0'. (a)CURTAIN SHALL START W/It SLATS AT TOP,FOLL0'/YcD BY 12.Q3,.."..THOtF1FTER,ALL ' THE WAY COWL EACK SLAT k SHALL CONSIST OF MIN.FNE(5)SLATS OF THAT SAT NUUSZ PROCEDURE FOR ADDING SLATS DOWNWARD BPLOYf#t SLAT SHALL BE CA!.RQa 0 UNTIL_TOTAL SHUTTER HEIL.'HT IS COUPL.ETED.OUANiITY OF FINAL SAT NUMBER 34STALLFA SE RE BOTTOM SLAT(g)WAY VARY VATH SHUTTER'S HEIGHT. ,'J••.••..,,,'" (b)aorrDaA SLAT(I)Must BE ALWAYS wsrALLED. ✓ recd';S4ULTER HEIGHT LARGER THIUt t t'-0'APPIJCABLE TO INSTALLATIONS Y+/O STORM , V 4� FLORIDA b'NIDING CODE(Non HTph 4elotity IIUrtkAOe 7Ana) BARS AND W/OR%Y/O MULUGHS V+/HEIGHTS LARGER THAN I1'-07. �Q.441 � • 02017 19.TEIp LNG Nautilus*� tTfliT1�% (a)CURTAIN SHALL START W/Q7 SATS AT TOP,FOLLO:VED BY Q2,13......THEREAFTER,ALL ,�.• .k' *: i�autil us � THE WFC 06Wt4.EACH SLAT pT SHALL CONSIST OF MIN.FIVE(5)SATS OF THAT SAT - ■T.f r^ Ro17iTlgShtlUcrSya(em Cg/zt/17 NUMSM PROCEDURE FOR ADDING SATS DOWNWARD BELOW 01 SAT WALL BE •O S �--� „` G y O INC. � CC=IUED UNTIL 810 SLAT IS INSTALLED.AFTER 110 SLAT IS INSTALLED.ADDITIONAL#10 ' 9 ' w�.` T16flT TESTWC a ENGINEOLNO eouPANr EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. �_0 •:,`Y Tv;•'' \�S\ cUs—y y s."sq vnrw r faxs,n sf+ee 1626 S.W.91TtlGRE STREET 17-244 4P •...• 11 ew..P®;lca:` ro:(asw-��� FORT ST.III=R 34954 (b)BOTTOM SAT@ MUST BE ALWAYS NSTALLED. 'SrONA1-F�((1T a®cam 9 gym ;L T.�,�6.r,�m»61•-�:� 6° �^ IIWAL31R A. a.. uR SNEQ 4 0/26 P EAL/S TORE/DATE T10RDA Uc"1µt67 e7-1 tToa 1JLnL�N srsJsrlG W-1/10 OR W-2/11 OR G or® or Q (SM SCIEDULEG or® or `DW-3/12 OR W-4/13 ON z 26)�W-1/10 CR W-2/11 OR laax.Slcwi BAR SP=IG I UOL UUUvj sPrtltx o aF�vJ �W-3/�l -4/t3 sox csFE sCIEd4E Q+1 SIS. 22) (SSE sCf FOLATE v/s K (TP.) j"OOr OfaJsHFEts24,25 do 267 '/.ii% / ` 'i; '�;"1. %ir,• ,,:J//, i:`. .'ii%i/!'i% %1.,',' ,%'%'J%11/i�'%/%%if/.i• %i%i '/ BOX END CAP CAP +1 t ENO + � u LI t I n n I i•. I 1 1 I t SLA75 I I f 1 1 SLATS I II 11 92 I I I I( SATS I 1 1 i i SLATS I I I I I SL - I - i t SLATS a a ii ii suis .3 a 1 g�-P/ tt P 8�P 8 II 3T t I I I I if w 1 1 1 I I 4 � 4.S suns ad 1 l i l I 2v +n� I I I !I SIS y I I I t TS ? m«I I {1 I SLATS LX 0/8 —0/8 ;1 i 11 96 s v=o o8.� 0/8 i 0 1 T i i SLLATS SLAI I I I l = I I I I I I 97 Y2o q, A I 11 �' #7 a` ;; ,t - SLATS >: s v A & 1, I I SLATS /X o �TYP•) + R S I t R 8 0 0 x`" (Typ.) I R B 11 R g. i ea 1 L I OC i 1 Or ro or is �s f LI 11 , 1 I{ +I , rn SLATS 1 + �/ I t R/ SLATTi in O 1 R'/ 1 1 / . L I I I R/8 I L L 1 I I D I I I 1 j j (Typ. Ea. END) v OF i 1 (Typ. Ea. END) 1 R/g I I R/g I t SATS I ,� R/8 I I R/$ SLA15 or ii or ii i + or �� or I + ii ++ Fro 11 11 1 1 I L 110 I I 1 1 I F 910 I I( n 11 n 11 I SLATS •i.• ice,;i.,: /.:,i,.E4, •:i. .W-1/10 OR W 2/11 CR g MAI-STORM BaR SPACN� –1/10 OR W-2/110Rg W-3/12 OR W_4/13 T (SEE SHEET zz) W-3/12 OR W_4/13 (TVP•) (Yp•)Max. SLAT SPAN Max. SLAT SPAN I Mar. SAT SPAN Max. SLAT SPAN Mor. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHECULES OLJ (SFz SCHEDULES ON (SE€SCHEDULES ON SHEET 15) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 14& 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/O STORM BARS WZ MULLION RE W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE, N.TS. N.T3, PROCEDURE FOR SLAT INSTALeTION GIVEN A SHUTTER HEIGHT: CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN W-O".APPLICABLE TO INSTALLATIONS W/O STORM BARS.W/STORM BARS OR W/STORM BARS&UUWGIS W/HEIGHTS UP TO 11'-0-. (a)CURTAIN SHALL START W(#1 SLATS AT TOP,FOLLOWED BY#2.93......THEREAFTER ALL TILE WAY DOWN.EACH SLAT 9 SHAM CONSIST OF FIVE(5)SLATS OF THAT SEAT NUMBER.PROCEDURE FOR ADIkT a SLATS 00'eMNARD BELOW 91 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT LS 1,.• ` A,T1"' COST?[ETED.OUAIJTLTY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(g)MAY VARY WITH �,+P§T•�r •.• SHURFSJ'S HEIGHT. �144�;••V\Jf.1�/7F••"✓9,,. FLORIDA BUILDING CODE(Non'[figh Velocity Hurricane Zoete) (b) BOTTOM SLAT©MUST BE ALWAYS INSTALLED. Q RAM Or CASES ,�' SHUTTER Hr76HT LARGER THAI 1T'-0•APPLICABLE TO aISAUATiON W/O STOW PAR AND W/ ?• ��v� L 02at7 TL7Et0 CIC Nautilus ° 'Lr_ MUUIGNS W/HEIGHTS LARGER THAN T V-0•. w = * *• ��� C RoDingS&uHerSpa(oLas ca{2s/n (o)CURTAIN SHALL START W/B1 SLATS AT TOP.FOLLOWED BY§2.N3.__THEREAFTER ALL THE WAY OF `I E E.0 O IWC• Oi1E O EXPERT SHUTTER SERVICES INC. DOWN.EACH SLAT g SHALL CONSIST OF FNc(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR � /A•" p \ TRLTT 1ESnHG�ENpNEERMC COYf+ANY 17-244 \ Iia,W.�s1.s..nss."aarex.n lute 1626 S.W.aMTF/ORE STRUT ADD=SLATS DOWNWARD BEl.O'N Q1 SLAT SHN.L BE CONTINUE UNTIL LTIO SLAT IS INSTALLED.AFTER =F(T n••' \\ se,,,a<(ms}no-lSm.rw=Lxela7 '. pORT Sr.LHG= FL 34684 HE1 1T.T U. IS INSTALLED.ADDITIONAL#10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER 1�V� HALF• t11L11 e-m EB-aW67i9�� �� 719-Stl'..6.FFP' )971-0990 `„ DRAWING WALTER A TPSPj JF.P.E.. (b)BOTTOM SLAT©lAUST BE ALWAYS INSTAl1E0. NATURE/DATE now&tic 7 44167 �. mIs.c+, p. SI+FfT 5 aT 16 0 5/16'0 TAPCCMS x W/ POUREO I-5/16'0 TAPCOAS XL W/2 1/4'Min. I-xl-xl/6.OR 2'x2•«1/a' 1/4.023/4"9W BUUEY,TEX SCREWS 2 1/4'LGn,EMBEDuc-tiG CONCRET EMBEDMENT& i"O.D.x0.060'GALV, ALUMINUM TUBE VT/ 1'OD.sDA60'GALvtdotl2Ep STEEL &1'O.D.x0.CE0"G+tL4/. % REOb / SIEEL WASHER O 26'mm W/ TAPCONS XL W % WASHER®24'o.e. STEEL WASHER 0 24' Ysn.EMBEOtdEtfT 1" 0 024 P4Uf,sD N7�YiR-iE / I! POURED T FILLETc , 7 OR GROUT FILLED OR GROUT TLId.ETD CONCRETE BLOCK I i lXUN1.P#,TE ELDCN. �� WALL REQUIRED. - 1 WALL REWIRED. 0 EDGE 0�---- s !i EDGE OF II ! OPENLNG M LM OPEWNG r EXWING I O I S EXISIM GLASS EYGLASS-SG1ASSZ--S ( ND) (BEY01,M) (BEYOND) i i I I SEE HO AtlCR % 1. �r Q� SEE ANCHOR G'i II = SCH7%AFS ON G SCHEDULES OM - 11F SHEETS 16�y in SEE ANCHOR .17 �SNN i5 16.17 CC SCHEDULES ON .� I� '" k Is e b a SHEETS 16. 17- o A o A T1s !; A ! Min.SEPARATICae s Min, SEPARATION Win.SEPARATION TO GLASS TO GLASS / M w 70 GLASS ! ! (SEE SCimTES. (SEE_CIEDULES. �� R Izv SiS�c 15) D(iII�OR (SEE 1s) N DaMOR gig atEsio I ! El i' QIOR E3 0/8 0/8 0/8 ; / 0/8 0/8 /i I' 0/8 POURED CONCRETE POURED R RED CCONCRETE N ET OR GROUT CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK REQNttRE6! / OR GROUT FllFF1f WALL REQUIRED. B CONCRETE BLOCK I WALL REQUIRED. .. ,I EDGE OF / EDGE CF ! OPEN'! p OPENING I{ ._—.1... t_-- - f" B �! g 'Y—`---- 'fie g 21/1x' I / 21/,s" / MRN. ED 1 i 1/2-x1 I/2'.0,062-.CONT.ALUM, % �' r/ / 2'x4'xO.O62'xCC.YT. S/S6'O TAP=S XL W/ ANGLE W/5/16'0 TAPCONS XL t!/ POURED CONCRETE 5/16'6 TAPCCt7S XL W/— ALUM.ANGLE 2 1/4'Min.E !AC'TR 2x/4`Min.EMBEDM?NT S!26"os. (('C-3 ksi LCM)REO'D. 2 1/4'Min.EMBEDGT / WALL MOUNTING FLOORICEILING/TRAPPED.�MQO,UUnN/G BUILD-OUT MOMMNG SECTIONSdt /J✓•,' FLORIDA BUILDING CODE(Non Wgh Velecity Hurricane Zane) t L' C2017 TIJECO WC. cum,A; INSTALLATION DETAILS ON EXISTING POURED 167 1V�autilus CONCRETE OR GROUT FILLED CELL CONCRETE aoutngs��Trersysrem �n4/n' * iL ECO�N�. /2,E "a s f r �. TLLR TESTNG h ENGNEERING COMPANY EXPERT SHUTTER SERVICES INC. T�"Alt BLOCK BUILDINGS moo'• •� ��„�, R ,t ,;;;"�, ,�265.W.B�1MG��,�ET '' ORT•,..•6��T111 e-mo¢L,'uwGec4om PORT Sr.LUKE.TL 34984 IA1Ai1NG Ib SCALE:3/16' - 1' y F(`••••• �7 m-000aTl9 wart:(OW)742-9ma.Tuu CM)871-M" W11.113Z ATINT Pi /DATE rLOM11A Lk.9 xIu.V- 0� ons cwr ua SHEET'6 026 �i 00 DOSING WOOD DSTOG".LSOffi1 _5/1 6-0 Taaoons>�w/ " 511WO Tnxa^r.xs w/ ta�5E5 OR ROFTER TRus s aR arsTEx 2 In LCn,PENETRInoR 2 1/2'UZ,PERETPAT)itJ T414i/a'OR +/a oa3/c•RW GULL£% rxrxt/a•CR 1/4'o:3/c•my lrtntnIX b•i'O.M.0.060•(AIM !c 1'O.O.xe-C6o'GALV. TEK SCaEWS w/ TELT SCREWS W/ 2':2•x7 d' ��9=10 pv� ST I.WASI¢R o 24' C. �r �CUe�cc WOOD R*TER s�WASHER O 24•o.c pLU4�Nl�u rUBE +�O.DxO.OrA•GaLVAv2ED asuuCNU� 1•0,0 CEO'CILVMazEO ' STEEL WASHER O 24'o.c. STEEL WASHER O 24•e.C. I 5/15-d TAPCR�S XL SporeTtv'CC1t5%L G w/2 t/Y 14n. ,_ w/2 1/2'Loa 0 21C' 024'c P21w OR � (2)2•.c OR 074—_ Yx5•COM-r (2)2•x4'OR (2)Yx4'OR 2RECW,PED WOOD E'OOMED,GER 2'x5'CONT, %rODO WADER 1 RF.DIARED ER RECUI'ED , ' -f{ N 1 E G� �1 1 i (y� q ECCE t L LEGE 1 {17E Ef#iE r` :p21 OPrt4+`4"i `y a OP2tGe[G 1 CPEKfiG I zo CG fc CttO \YI` M o 1 D 1 E7OSTIRG ( D 4 CLASS nt t i E)TSC ' EXIST�WYr ND. E1 i ffm (EMV(D) i 0 y (ei'arro) EAEtaOR a GLASS— Nj 1 A t @OR 3 t A w L @OR I A ti = 2•x'1• sEPAUTnH FXTtm ' (2)Yx4.OR ` i. Le '� (2)2•xa•OR I u'm. ( 2'x8• I a s�APAa 4 SEPAWMI hT.VlOCD TO GL455 -t r� YaS•CONT. W CLASS Yx6•colut: . TO CLASS 5iTFD O 48' 1 i LSA. TETEE dt 2 --� TrODJ STUD I (S E SAME CU A'OCD STUD ( W O.C. W. r y SR:Er 2O) 3 ! O 15'O.C. 4LTT 2D) s * U°AY1.�a-Ocf71 FEO REOUW. s ka VAX.RECIG-cED (SEE SkM CL-CCKCMMS w SEPARAT-L (%=SHEET 2D) G (S SNr:Et'40) k+ 20) 1 I 21 c LDUM ) (S;i°som w . 0/8 1 (2)244'OR 1 EE A14CHORS F I ': SEE ANCHCR4 FINISH + (2)2•x6• t `1' SCHEDULE 3 I � LE t VEF{.E( COAT,."DOD ` ON SPELT 21 A EDGE 0 1 { CEJ SHEET 21 t D IM-51 D�C�u°AK16- ! ,.F' B SEE ANCHORS E©. aEous X � T D � T/2'xf 1/2•.ao6Y (SEE SI tV,I . Eo 2'xa m.C-2•xeCNI. !) . ED7nE ALUL/. AME 20) E�. . A!uu.aHCLE 1 Tt' oY SHEET zf �S/I6'e TAnotis)E A/z 1/2'uve. 0/8 t\ 0/8 w/2 1/2'eAn. PETLETRATtbu I PENETFWMtl 1 0 24 o c \\ \ FIfM a 2c•— 0/6 0/8 244'OR 24' FEMFI 2'4'OR 245-., ` I \ TUSSH Y.4.OR 246 Yµ'OR 245-, I EX SUM WOOD COnLF:WGOD MING WOOD CONT.HOOD '� ` \t CO'Mf,ri"OOD E)MX WOOD COPT.XVOD ,1„ DECK OR EOTTC1f s•TAYE LcOK OR EOT70L(PLATE EMMNO WOOD OOTTOU PLATE 0.OR EOTTO14 PUTS ETC FIGURED -° DECK OR R=RED COYCRETE SL49 REOLTRTD R*.GtrJtED.s!AD (C-k.E ST+EEE 2O) OOUG ESD.5t49 (SEE SKEET 20) MUCRETE SV•a (SEE SH-'ET 20) RECUtam. E=EE SHEET 20) g 1 02' r ( g RECURER, WALL MOUNTING WALLMOUNTING BUILD-OUT MOUNTING BUILDOUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXIS.TMG WOOD BUILDINGS ,���, •��•�C�S�`�''�'9 FLORIDA BUILDING CODE(Man1H�ig*h Velocity Hurricane Zone) (7 2 .4Y1d7 : 020n4EC0 INC, dill LLS EduLEre L.a C RoDtagShaftbrSys(em 08/24/17 EXPERT SHUTTER SERVICES INC. � % 11 LT TESTWG h ENGWEEaWG Ca4PAMf= :�'\.:i.T111� MUT4Tss nx..Trm a se...cs.wau nUuvt,n ue4 1626&W,emTman FL.Si.LU PRT O"E: S'.4R5@Li l7—'l44 _ ,A{ �1 rwam:Gwslae-t'ao.tat—o. D4st.l.-we A���"ATTTI a E8 OW619�� O OpAwfic M. PA1C(T]3)all-e%e 1.�-- "ALT R A T r7 Jr.P.E. c.•o rrnww eas mm.e. o.¢ P.E.SEAL ST RE/DATE FLORIDA UC.B 44167 nn u-.n /u/e SHCET ED. POURED CONCRETE a ED. , O� J ED. OR GROUT FILLED F I OR OI OR J wwREO CONCRETE BLACK \ COttCP.E1E CA POUFYrA O;EDULES PrtltREo - (SEE SCI+EDULES ON (SEE SCHEDULES ON GROUT FlUED � ��17U&�1 N `G oUT`�FlJ.L o K CONCRETE OR �. SHEETS 17 d:18 CCNCRM ELOCK (SEE SCcrm,r FLIED SHEETS 17 k 18) ) co JCRETE ELQCK SFLETS i `OCCtt�S� �\ A27 �� � �\\ \ <OR E1 4s2 A a'___z 2•o + AA OR 1/9 SUP '/2'•t/4. .�. \ +/g,+/4• o a•o.C. p t/z',i/4• D SECTION STORM BARS FLUSH MOUNT (WALL) OR a/8-SUP OR 1)1 SUP `�f \\ TRAPPED MOUNT BUILD—OUT MOUNT SECTION P-P (ALAN) BUILD—OUT.MOUNT sats silt-+' SECTIONS 0-0 (PLANT INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALL t/4'.,- G C' � G OR H H 0 4'o.a l A H o C oe ?'t A o 4'oe� e a'ac. t/z',i/4 p I I t/s'gLP R `�\ SECTION Q'-Q' (PLAN) V 1/2'-I/4• ,/2.9/4• 4't U} ! •+/4• 1/T,t/4' - 1,/2•.® ,/2•.1/6• I ORIENTATION #1 OR,/e'sty cR+/a•SLN d +�-sQ oR,/a•SUP� �oR t/e•SUP ca I/JS suP 1 WALL MOUNT END MULLION SECTIQN Q—Q (PLAN) SECTION 0-0 (PLAN) SECTION R-R (PLAN)/ �����111111 SECTION R'-R' (PLAN) V H * ORIENTATION #1 ORIENTATION #2 ORIENTATIONS 11 & #2 ORIENTATION #2 �A- 0 a•ox- A WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G G4 G2 �°--411/2 scut 4/4'a t ,1/4• p oR,/a•suP G�t/e•S*rP�-L`.'J (2) 2"x4"OR 2'x6'STUD (2) 2"x4'OR ,�, I (SEE SHEET 20) E°. (SEE SCHEDULE 2"X6'STUD ON SHEET 21) ALTERNATIVELY TO HO. A (SEE SHEET 20) (SEE SCHEDULE LAIN. 1/2' 1/4"m-20x3/4" S.S. M.S. , 04 SHEET 21) PLYYIOOD W/ NUT MAY BE USED SECTION Q'-Q' (PLAN) "IN. t/2' J!/J � 1 FOR THIS CONNECTION ORIENTATION #2 PLw100D WALL MOUNT END do INTERIOR MULLION I iCL1OR E3 +•750• .29C 2.OR I• 'I,/N„foo.”•, i \7 ,� 1,,''t o A.T �1 FLORIDA BUILDING CODE(Non High Velocity Hunkane Zone) OR„a'SLAP ` A e a•aG R 1/,/V- ; - Nau>�ilus O D OR,/9.5'iP . •44161 : G2D17 tiL7EC0 6tC. ClLht.0 fM: FLUSH MOUNT (WALL} BUILD—OUT MOUNT * --- ROULtgnutterSystea, C0/24/17 SECTIONS 0'-0' (PLANS EXPERT SHUTTER SERVICES INC. DAR uaor-lot n aalca 1626 OR S.W. UCIF4 FL STREET17-244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS 's�0 qL Et�'d�,1+' ,B a P «°�T - MA ""`"° —Am 4/4•-I• PE � FLOM&tk.a 44467 m.s�! /•/" 5lQT[ a OF 26 GNATUR'/OATS , 1/2"Min.E.D 3' 1/2•Lin. ED FOR 3/8-0 CALK-IN ANCHORS (4) 3/8-0 CALK-IN ANCHORS OR 3-Min, EO. 3'Win.E.O. =FOR 1/4-0 SOLID-SET ARCi1CRS (4) 1/,00 SOUO-SET ANCHORS OR Min. E.O. I.Cm E.D.--I--KA 31WO KW',K BOLT R EYPANTO(1 A!:CHM (4)3/6'O WX EMT TZ EXFRISION ANCHORS CR (4)ANCHORS* PER (4) 5/1670 TAPCON XL ANCHORS STORM BAR CONNECTION. t/6'Sfin. ED 1/8-Min. E.D.-J--F(R 5/16.0 TAPCON XL h.VCHORS 5/16"a TAFCOt7S XL cV/ 1• 3• 71 SEE TAEILE 2 ON SHEET 23 me OF SERB AGS'OF SLAB c ,•, (Typ.TOP& BOTTOM) 0- I----- 2 1/4'!,Gn.EM�EN( *A11 k H O.Os0'aw CAW. ,• / 1 a / S1iEL`t,'Ay4ER 4 24'O.C. KDamoft (6063 p Tiv":CY,REOUIR'c0 qgu IIi6 IlI ' 4'Min. 2�' 5a t'�TO• ST_ POURED dkCR: g 2' A G PARED COSALUMINUM ANGLE RME4B,A SIDE W1 (I-C-3 Ks'5-mFn. (1c33KF* i2- 6 G (2) 1/4'0-14x3/4'ITVUILDE X TEK 5/160 TAPCONS XL TEmD cCRE O 2t/4'Arn. CTYv TOP& BOTTOM)MOMENT& C 1OO.AO.O6O-GV. A SMM WAVER 0 SECTION S-S 24•as tI Box ° I K ° I I AVCfDR 1'MLi. FOR Box iI Vr4°D ZONE-� 1 I I 1-3 f p I g I I DETAIL A n I ( g 1/4.0-20 OR 3/8-0-16 FV*ANE SCREWS USED JOINTLY W/ 2•Wan.FOR n t SEE STEP 3 0;v SH.EEi T4 FOR SPECIA-1 z� 1/oro x 3/4'SCUD-SET OR 3/a'o x 1 1/4•CALK-IN ANCHORS V1?10 ZONE-^' I TREAS1dEFiT FGR WTtlQ ZONES 1 THRU 3 z p a 1-lAin.FOR g RESPECTNELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TDIE d 4 w� WIND ZONE-- I I STORM EARS ARE REMOVED.(SE DET.A). " n Vin. 1' z I-3 t I I� �ERIQR °1 SEPARATION TO 1! o g I I (2j A:lCHOtt50 PER gzd GLASS �� g STORM BAR CONNECTION, 1 �}, 2'Min.FOR g D u (SEE SCHEDULES ON �� I I; SEE FABLE 3(1N SHEET 23 cI o WIND ZOIE--i � F SHEETS 15 do 16) 1! 5= 4 MOND [(i YP-TOP&BOTTOM) 0 ° 1 -�j- (2)3/6.O C9LK-*.'k,CHORS OR _.� G I 1 EXTERIOR In 1 Min. (2)t/4'0 SOLD-". ANCHORS OR w SEPARATION TO ° v> GLASS (2)3/6.0 IreAK BOLT TZ EXPANSIGN 7 I` p (SEE SCHEDULES ON'j ANCHORS OR 1- R I I BEYOND V cis G SHEETS 15& 16) I (2)5/16.0 TAFCON XL M(CHORS 1' K EXTII�OR I y I 1' 2- a I 2"x2-x//8-:D'-5"(6063-T6 ALLOY) EXc'S€1`dG—mssT 11 1 y ALUMINUM ANGLE EA. SIDE W/ GLASS $� St ``�(2) 1/4'0-14x3/4-ITW UILDEX TEK I! u SCREWS TO STORM RARUK CI i (fYF.TCP/JIICtF}u I I i ((TP.TCP/BDTi@� 5• (TLP.TOP tt BOTTOM) R 1 ® R ° e A SECTION S1-S1 (, S u (TTP.Tr�/EDT(ca}(; { I (TTP.T0P/IroTTctl) ' It 2 1/76 4 )Ain. FI 1 /MtlL POURED CONCRETE-f//' 1/2'0 1/2'0.062'aCONT.AtIJM. ), 0, 9 (Vc-3 ksi) 5-min, �// AVGt£W/5/16-0 TAF'CONS XL VA/ THICK RECUIRED 5/16.0 TAPCOMS XL W/ �1 -T' 2 1/4"Min.EMBEDUENT 0 24•o.c. f// // ///✓ !///Ijf s'�/i 2 4/4-Win.EMBEOid�(IPa a .. Q 24 O.C. Il+aa Ti,�Y+�`�/-',•• EDGE OF SELAS cOxCREiE I EDGE OF 5CAB WALL MOUvJ'•: TC-3 k.1 'vCi 1�''•• IF AFPEfCA6tEl ✓ g,,;,,,TKCK FEa'0 1 IF APPLICABLE S •,. 9 FLORIDA BUILDING CODE(Non ugh Velocity Hun-!cane Zone) .---4 1/2'kin.ED 1/2-Min.ED FOR 3/8.0 CALK-RN ANCHORS � • 02017 r1l=INC. CUM Int 3-Min.E.O. �3'Min. ED. `OR 1/4.0 SODU-SET ANCHORS �'? •44167 Nautilus LC. 'Wn_Ems. 111111^4'Min. EO.---l--FCR 3/60 Xtx B:tT TZ LXPAN4Skt AIOMS `t,j�^�.� Ste` ; r Railing SLuKerSySfdM �C8/24/n ----3 1/S"6Gn.E.D. -•--3'1 --1/6'Min.ED. 5/16'0 TAPCCN XL ANCHORS � �'`�T � T6 EC 0 INC. OATE �.e+'•., �+� Man TEStm0 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �, ' .• . ++++ su e�. e°1 m.io-(inn w+a 1s PO'ORRr S.W.LUCF L.34�9s+ 17-244 FLOOR TO CEILING!TRAPPED AND WALL MOUNTING:STORM BAR n =���'/�AL' NG�1 +1 x�� i9(�m^ mow,(m)T0-=,fFL(1]27 671- 0 UPAS X. SECTIONS V � "F.PFP SCALL.VII-I• P.E.S�'d�/W TURE/DATE FLORCA Lk-9 44167 ;� en.e-or n sx[Et 9 or 26 Min.E.D. M"m.ED. FOR(1)3/4''0 IK EC LT iE TZ EXPANSION 1 1/2-ANCHORS 0 ONS 0&0(Dr'eAT,TION 01)AND END MULLION50&GOT (ORIENTATION$2) - -- 3• 3, FOR(2) 3/4-0 KVrA 30LT TZ EXPANSION G Men. E.O. Won-E.D. ANCHORS 0 INTERIOR MULLION E.D.- #2). G EMOR EDGE OF ffiA9 �c E 0> -SLA$ 3•r3•z9/2•z9-6• ¢-mum +i \! 1/ 1 t 1 i IF 1FPLICA.nC£ 6' (6061-T6 ALLOT) Alum A4OLE EA SIDE t'!/ 3'x3'x1/2'x0'-4' (2) 3/4'0 BOLTS (6061-T6 ALLOY)Alum. TO AWLUON G& 1 1/2' POURED CONCRETE � i ANGLE EA.SIDE W/(2) (1) 3/4'0 K K BOLT TZ (rc= 3 W Min.) N 3" {Q� 3/4.0 THRU BOLTS SO 1 t/2' F7(PAttSWW ANCHOR 1 1/2' S'Wn.THICK REDID. y t MULLION4& (1) 3/4"0 Vd/6'LCen. EMBEDMENT N KNRK BOLT TZ EXPANSION POURED CONCRETE ANCHOR w/6•Min. (Tyv.TOP to BOTTOM) N ( EMBEDMENT TO POURED u n � BOTTOM 1E(Typ. TOP& ?••--4' CLASS "GSI SECTION X1-X1 W/n * ALTERNATIVE SECTION X1-X1 W/(G} N t, zS -4 tin. (END & INTERIOR MULLION„ (END INTERIOR MULLION) o� n GG1 MY )7 V/ OP.IENTATON OR N N (6 xr) (4-W) 4•� s t/2' t 1/2• 1 1/2' S• 1 1/2' z T II 3'x3'xt/2`z0'-q• 2' c- _g-_„}}.. 1 C+ N (6061-T6 ALLOY) n EKIER(OR Alun.ANGLE Ek SIDE W/ 1 3' 3` s IR I MULUO THU BOLTS S. �. s••y �t (1)3/4.0 KW!K BOLT TZ G1 G) z� EXPANSION ANCHOR - w 'It/6'Mat.EMBEDMENT TO (/®r Q®Or POURED CONCRETE(W. q-E7CtE GR t I q- affE(!4R S R/S or I, R/8 or TOO&Bonwa) Rt/8 n ( R•/8 G1 B'IXIFA(OR I t s U I I- 1 1/2' 1 1/2' 1 1/2• N N X1 2 3'x3'xt/2'x0'-B`(6061-T6 ALLOY') 3•X3'xt/2'xD'-8'(6061-T6 ALLOY) (Tip.i6P/Mmu)n - (TYP.tGP/6022{N1) Alum.ANGLE EA.SIDE W/_(2)3/4"0 Alum.ANGLE A SIDE Y!/ 2)3/410 EQ. EQ. 2' THRU BOLTS TO MULLION o&(1) THRU BOLTS TO MULLION�,1 &(2) I N ' T- 3/4.0 KIRK BOLT TZ EXPANSVJ 3/4'0 KWIK BOLT TZ EXPANSION It 1 ff2' 2t' ANCHOR W/6'Nin. EUMMENT TO ANCHOR W/6"Min. EMBEDMENT TO it POURED CONCRETE(Typ.TOP Lc POURED CONCRETE(Typ.TOP SECTION Xi-X1 W/47�* BorroLl) BOTTOM) POURED/ cOrttxtn.)<rC =3 r�Neat.) (END & INTERIOR MULLION) LEND MULLION ONLY) (INTERIOR MULLION ONLY1 W Min.THICK REO'D. SLAB I EDGE OF SAB If # 1) ALTERNATIVES SECTION X1-X1 W/ EDGE OF = If C (8'x4") Vd ORIENTkTION # 2l G CPPV+'.BiF FOR(2) 3/4'0 KYAK BOLT TZEXPANSIGN (4-xB-) M Min. E.D. I ` at. F-D ANCHORS 0 INTERIOR MULLION 0 ••" (oRaENTAnoN1 @z). ,�'` ERdIti AND BOX NOT SHOWN FOR CLARITY Min. E.D. -9'Rein.E.D.---•-FOR(1) 3/4'0 KWRK BOLT TZ EXPANSION `tt �,.• FLORIDA BUILDING CODE on ffi h VelccnTy HurtReone Zonis ANCHORS 0 END AND INTERIOR MULLIONS C! (N 9 ) ©&®(oR ATION 171 &@x)AND . o2ov rt tco NIC • arAu+Gr END MULLION�G (ORIENTATION#2) �*_• -4416 ': Nautilus _ t-�- FLOOR TOCEILING/TRAPPED MOUNTING:MULLIONS(G)OR xt t�v—mss- RamragSbuftrSyslom COI24117 SECTIONS W-1 i L. E C O lec. I� ����� • RI� TLUT TESTING At ENGWEERRCG COU v4NT EXPERT SHUTTER SERVICES INC. •j•(`,�1,,� cuti REET cmrmli`-te"0m.im'�"O0s tsstu'� p0af SL LW.&UCIC,Fly..�3ases 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION =s/p"•••'•" ti,��` �m®X6710 �(S,T4��e• �„2,871-CM �A1 '� SCALE:1/8'a 1' P-E-4��Jrs s f TE YutLf TER tc. MTER A.k-ff/Jr.PE. v.o acme. eQ as r metro. c a 44167 t m ism 4 1 10 OF 2G 4)ANCHORS Ei'n. ED. rein. ED.SCHEDULE SEE SCHEDULE Q1) 3'z3"xt/2"xLLOY) r-21-1OSEE MA31WN©(UJTERIOR)&OQ(ERD.&iNTMR)IFA M, MOUNTED UUUIONS r(�..EE SCHFDlJLE Bi (SEE SCHE'QULE Q'7 J•'I (fi067-i6 ALLOY) �E OF c WGE OF sua a- p 3' Alum.ANGLE EA. SPAN MEW by SCHEDULE 1W FOR 06TAIJAIV4 CASES f Ta&0 DJ SHEET IF EISC.!'1E—� �Apct9CFgLE SIDE VI/(2)-1/2•© a 3• :5. y THRU BOLTS I LOAD,DULUOR SPACINGS AND SPA.'9 ThTAlIA 1: I t TO MULLION®t Q T - 'G CG)--, 4•EX)ER(OR TSTNfJJfW OSE[ -RE UAAYlIDUO�LJ ASCD.DEs"tGNMRE PAT� a If--v VAMU MUM SIAONG. 3- POi1Rr"D W.aRETE 3'x3 zt/4 x0•-6• 1 f SE SaaULESS 11&12 TOR A M0144AL S W. a (1'C-3 FSi k4r L), 46C6E-T6 ALL61Q \W\\\4\\\\\\ SEE SCHEDULE#11. Fhm. ANGLE EA.SIDE 1 1/2- G 1 9'� � TbrA W04 DI 4-AME(RUL 90 CODUERGA!.APPUCARSI W/iM pa f V(/(2) 1/2-9 THRU IMLIU ASD.OMM PRESSURE RATES.6'-0' - a ECUS TO MULLION© 1 1/2• S=UB SOOLIILES it&J2�FOR ADOMONAI.SPEIS. G�a i ALTERNATIVE SECTION X1-X1 W/CGS* ISUL[41Q1 DM It-CC!1l(rMM AFFLHAT N FOR t1CO.0 p.sf.WttIfUUU ASA n t. I 1 9/2" CMI FRESSURESIACN0.SEE �ES jl 1 QSMFCRIADDITIONAI o �` G OR Ga (4 z6" INTERIOR MULLIbN ONLY W/ ORIENTATION 2) 1 1/2• EPECs. N (2)ANCHORS (SEE SCHEDULE Q2) 2' 2' * D r a (6667-Ts ALLOY) I ALTERNATIVE SECTION X1 XlL�LA1 W/ F7 a Alum ANGLE EA.SIDE r z 9 T+/(2) 1/2•a THRU 3. a EnLTs TO MCLLwN 6, 1(4*x8" INTERIOR AND END MULLION W ORIENTATION # 1 ® ul v Gt i a'. SCHEDULE #1 �; ($/8 or ' 0/8 or i 1; EXtER[OR u�� o R/8 ora R/8 or (KSTanON ARCH TYPE&Size(TTP.TOP&BOTTOU) Euem7NEFDrta msTANCC FDR 4)ar:cHaRs -- aE°'D. ANCHOR ' ' SEE sCH2cULE$t) 1 I t 1/2' R/8 ryl R/8 RIUM 8-0 ER STENER i N Y 6. 1 y/Y * T i• INC " CPOLE=-WLT COR aQ&0 WTERR) LIRS 2 1/2' 5 7/e DRDUAw° 17,e/•o Kvi No pm-H SCREW&1/20 pawatr FASTENER S al ALTERNATIVE SECTION X1-X1 W/ AEDGE•EOLT AFIY{CR FDRFrs1(EaD&uNTELaTFa)LO:tfLDlt -3• 6' a/CR�ENFAT',m it. (4"xB" INTERIOR MULLION QNIY W/ ORIENFAiION 2) t/2'r 14M INC wx BOLT TZ ONLY FoR(D&®(Too R {T77.TCP TTCiT}a (RUONS W/OaIEMATION Q2)& (Et.�i ARfUJOtd W/ 2 1/Y 6 1/2• a (ttP.TOP/P'fTIC!) [N Qt). M 3'r3 x9/4 x0•-6• 4 a 1/2'o MLtt INC f4JS-H SCR��VV++&1 PCa�ER FASTETJER A (E061-T6 ACLOY)Alum. NEOSE-BOLT AHCHOR FOR(OJ& END OR IFtEfCOR 3• B' z AYGS ea se vr/(2 y• 0 W/aR,grtAnDNS fig,as Qt s 4/2'9 1 SXTS TO -OEHIM------ S 1' I LnusroN i 1 1 i '/2 r % a aim Qi) �(E a& as wn/F1aOR a aRffrrTAr.CH Qt). • / / ! {SEDGE ar SLAB B•�•[7(tER10R II i/2'0 W2A INC HUS-H SCAR OR 1/2'0 POS'ER FASTENER G1 EDSE-EOLT ANCHOR SEE•NOTE ON SCHEO 16 EI?T GF S1ABI (IF APPLMLE 25.VALID FOR END&INTERIOR WLL�GG 0&0 3" 6• v..® _ 6Grt. E.D. rein. E.D. ��j /CRIENTAT,ONS it OR 02. r Af'T'IiCAELEi (SEE SCH me Let) (SEE SCHEDULE Qt)-1 (4)ANCHORS I LPOURED CONCRETE (SEE SCHEDULE Qtj 9 - ---- ® y•I SCHEDULE �2 (t'a-3 W Min.), SLAB SEE SCHEDULE Qt. y y/2•_„! 4• .�• INSFALLATION TTHCr IES ANCHOR Me&SIX Ow,TOP&601TC14 ImANCHOR��� ALTERNATIVE SECTION X1-X1 W/_.0* `ASM "xO% euaEDUEHr ANCHOR FLOOR TO CEILING,ITRAPPED MOUNTING:MULLIONS n OR G 1) •'' L Ta Jk 11 a' iMce$ ARMOR. s REx&5/a'e PowFR PAstENER 2 y/2• 7 y/2• SECTIONS W-1 (ex8" INFERIOR AND END MULLION ONLY,. -- ) Or ,• _ FLORIDA BUILDING CODE(Nan High Velocity Hurdeane Zoee) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* '` °�°"r`�`°°'� � � NO. � Nautilus L� APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS J%NagSbufferSpe(fem cap"/7 EXPERT SHUTTER SERVICES INC. U� $C`F'LE: 1/9•a i- y • TIILiT TESTING to EtNGlNEERIN6 COMPANY O'� 4iF \ 6m.ur.�m TAr xs vru CRS9l;n.SIT( 1626 S.W.BILTUCRE STREET 17-244 �••� (3mm-+u0.rm.:Rcs .-Isn PORT Sr.LU=FL 348B4 • SIDE RAILDQ AND BOX NOT $FTS •.......... 111\ `-iA ikvit gjty COI' Pam(em)las-=.I'm cm e7L-o7Fo 0PAMIc W 09=4A.MIT Y.F r- SHOWN FOR CLARITY P �� FLOWALUR RODA Lk.!"167 ";` „wm, SHIET,0A0F 26 EDGE IF APPLICABLE 2 WUWON CEPTHxl/8'Cont. \\ �'�\� ALUM TUBE(TOP &BOTTOM)1T/ 1/4'04/4"1TW BUILDEX TEK SCREVIS 7 3/4' 5/96'0 TAPCONS XL W/2 1/4' yJ/1'0.0.x0.060"GALVANIZED STEEL MIN.E.D. lA 0. 2 1/6' �. Min.EMBEENT O 24'O.C. WASHER®24"o.o. Min. ED 9' •,...� EDGE IF AP?UCABLE� { ( 1 EDGE IF APPLICABLE CONTINUOUS PCUrs€U��� { 7 3/4' fin. E.D. 2'4' — l_ 7y CCJNCRElE(f c=3 w U:s.) \ iD" I 2+\ 7 3/4'Ujin.ED. 2• 8"Mm.TFGCK REVD 2 I END CAP 2' .._ POURED CONCRETE 7 3/4' I (f'c = 3 ksi Min.)—^��� 6R POURED CONCRETE M n. E.D. EQ.--E0. { 8' Min. THICK REQ'D. \ (f'c 3 ksi lAin.) 4'EKf�t" o n �,`� �•��\\�, \�\��i 4• { EXiER(OR � 8" Min. THICK RE N GOit OF:G1 a I I z• GOR© 2 4. GOR G y s t 7 3/4'tAin.E.Q. _ 2' Q'r a i ( Q/a or 7 3/4'Min. \ R/8 Or p I I R/8 Or _r r4'x4x38 (6061-TB ALL"R 8 i I I R• B TGLE EA. SIVE EDGE IF APPUCABLEZ Alum ANGLE E4 STJ �� •/ / EDGE IF AFPLCABLE- . zo EY ING u I k D &ALL MOUNTED SHOWN. MAY BE SECTION X2 X2 Wf(G-)OR lvy� ALTERNATIVE SECTION X242 W/Q OR(a o m c1A53 ALSO tNSTA1LED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) (END & INTERIOR MULLION) (W/ ORIENTATION 0 2) (WI ORIENTATION A;) (4"x6" or 4'x8 )---- Min. ED 1- x9 1 9/2' 9/2'x0.062"XCONT. ALUM. (6"x4" Of 8"X4" 7 3/4' ANGLE W/ 1/4%Z/4" ITV1 BUILDEX LAIN..E.D. N 1 TEIC SCREWS 0 24' o.c. TO TUBE. I 1 1/2' jI +' SIDE RAIL @ NOT SHOWN FOR CLARITY 7' C�ITiNUOUS PdUk D I CONCRETE(f'c m 3 w,IW) { 7" 10' 8'wri.THICK RM'D. \ { trm.10p/mnoa) i 1/2' -- t t/z" V1?•MP/EOTMU) 7 3/4' 4 z4"x3/8"x0'-10'(6061-T6 ALLOY)Alum.ANGLE .''`'� p'T/ LUrJ.E.D. EO-�-EO EA.SLOE W/(2) 3/4.0 THRU BOLTS TO MULLION ,•' Q.v;•••''' rM. x/ ` \\ &(2)3/4-0 K114K BOLT TZ EXPANSION ANCHOR x1`�;•'�tEl{IS••''•y�..� FLORIDA BUILDING CODE(Non Mgh Vefoeity Efunfeane Zone) 1'J/S'Min. FJABEOMENT TO POURED CONCRETE q 02°77 ik tEtO°i0. WALL. (TYP.TOP&BOTTOM). EDGE IF APPLICABLE �.44167 x NautilusJ 6 * g ysiem re/zs/1� WALL MOUNTING:MULLIONS (G-)OR(G� .fl; TL ECO aw. Rollin S6uKerS oat¢ POUREDSECTION UIF2 WALL =�' 4 —�y.�' `�� r�Ts1"o c re'C"Eca"o co'�r•xY EXPERT SHUTTER SERVICES INC. 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION �0•.1SK•'�� f'�'f� x Q 9u4` PM SL I ICE FL 34984 MAWM 11. m� SCALE.1/8'- 1' P.E.ft&f&fAfb E/OATE A j:M# t1 oris 1/4'0.3/4'01 SURDEX TEK SCREENS EDGE IF APPLICABLE EDGE IF APPLICABLE-11 DEPTHxi/8'Cont. W/ tO.DsD.060-CALVAMZED STEEL attlll.TUBE(TOP tt BOTTOM)Y!/ WASHER O 24'ox. 4' \ \ \\ \\\ EDGE IF APPLICABLE -—— 2 1/2" .. s/t6"6 TAPCOtiS XL V!/2 7/4" _ 7 t/a'Lr�;.E.D. \ a. 7 t/2' Win.ED RGn.EVSEDUEl1T Q 24'o.c. 2' I---- MlN. E.D. 7 1/2'Min. E.O. 2" 2" z, I 1 \ 1 1/4' I I 2' POURED CONCRETE * (''e = 3 ksi Min. POURED CONCRETE ) j I \ 6" Min. THICKNESS \ DaWOR 3 i/2' } ♦ / (i'c 3 ksl Min.) 4.EXfER10R REQ'D. } 6" Min. THICKNESS—� REQ'D. \ ! I I I 2' —! 2" G 1 CONfINUoUS POURED-��I Ea.—ED. _ a' GOR Q 7 1/2' \I END CGP 7 1 2'lAn.ED. r4"x4xl/w COXCRc-tE(fc=3 tc%lhn} I / 2 7 t 2 Mtn.E.D. 2'Min. E.D.6 Mi THICKNESS \1 _ _ /4" ' 4"x4".1/4' 4'(6061-T6 LLL" REab' } , (£O6t-T6ALLOY) .— '. At11R.E Et.SIDE. —<G)OR G1 EDGE IF APPLICABLE .Cum.ANtGUE EA SIDE. EDGE I.F aPPLICABLEJ g I } SDR ALTERNATIVE SECTION X2-X2 Wf CG)OR * ALTERNATIVE SECTION X242 W! * (INTERIOR MULLION) (END & INTERIOR MULLIONS) j ® W ORIENTATION $ 2) M/ ORIENTATION U 1) �N 0/87r a I Q/8 or (4"x6" or 4"xB") (8"x4") W R/8 or u JR/8 or R'/8 s9 tR'/8 0SEE MAXIMUMI'G?(INTERIOR) &®(END & INTERIOR) WALL MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR VM( L MOUNTED SHOWN. MAY INSTALLATION CASES I' k W ON SHEET 25 BE ALSO @!STALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): GLASS ---3MOU14TED PER SECTION R'-R'ON SHEET 8.) INSmiki0N CAaE Y - RESIDENTIAL AND COMMERCIAL jl\\\2 tj2`\ \ � i APPLICATIONS WITH 160.8 p.s.f. Min.E.0 s; L1 1/2`x1 1/2'x0.062"xCO,tlT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2' ' ANGLE W/ 1/4"Ox3/4^ IRA BUILDEX RATING, 12'-0" t/AXIMUM MULLION MlH. E.D. TEK SCREWS ® 24' o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO eI I 1 T/4' CONCRETE W/ HIM INC HUS-H OR POWER FASTUIERS WEDGE-BOLT 1 ANCHORS. ® 3 1/2' 6 1 1 I \\ }3 ' X2 INSIAI2AMON CASE Ir - COMMERCIAL APPLICATION FOR *100.0 tm t /eo�cul y t/4" y21t�) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO C �, CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. 4'x4"xt/4'x0'-6"(6061-T6 ALLOY)A6un.ANGLE - MRN. E.D. CONCRETE(fc=3Tm� E10 -0 EA SIDE W/(2) 1/2`0 THRU BOLTS TO MULLION \M_n} 6"Min. TFE(]OVESS\� lc(2) 1/2 c K'MX BOLT TZ EXPANSION ANCHOR •,SIDE RAIL DQ NOT SHOWN FOR.CLARITY a'D. \\ W/3 1/4"Min. EMBEDMENT TO POURED CONCRETE �,. '��A•T/ -. WALL. (TYP.TOP& BOTTOM), EDGE IF APPLICABLE ,, •'''Cir�iS ''• ^= FLORIDA BUILDING CODE(Non Hfgh Velocity Hualeane Zone) WALL MOUNTING:MULLIONS n OR CGS 0 eon msEco arG • OR""er POURED CONCRETE WALL f No.44167 Nauf lus SECTION W-2 1 ` RaJHbyShuHerSys&m C9/u/17 0END&INTERIOR WALL MOUNTED MULLION INSTALLATION {.' SE d' =,,e. ,." EXPERT= • TIf.Lf1 ressuca g c.Nau+Ecuume eauP.Hr EXPERT SHUTTER SERVICES INC. :_0'•............ . � '�� n s xr.m+. P..3m wax a cuena a ss,e° 1626 S.W.61.RtaK STREEr 17-244 c.00 s(YJ3xif1-1sw.ra,Qcs�.-+a�1 PORT Sr.LUCTE.FL 14994 APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS ,Fos" ��,ca11,1 "�®�-�°0`"" °"°�`�°'"'"�° `m'"'��° °�`"""W. WAULR A.mur.;r.P.E v a SCALE 1/8'-t �''(W.£ri 1/Fd TORE/DATE nDsm1 U°.f 4167 R sTxcr tuocxa 4' Min. E.D. M'.1. ED. FOR(1) 3/410 KYJ:K BOLT�EXPANSION ANCHORS®END MULLION 3'x3 xI/2'.O'-4" �. (ORIENTATIONS El &92). (E051-16 ALLOY)Alum. 1 I2— FOR(2) 3/4'0 KVJIK COLT TZ EXPANSION ANGLE EK SIDERUBOLSS IO 3/4'a TKTO "Min. ED.� "lin_E.D. OR011S®SNTEAtOR MULLION ® Q , ,/2• ' ORIEEOTATiO,^J 92). MULLION (1)3/4'0KZIK SOL TZ EXPANSION NCHOR W6'FAM ECCE OF SUB TT' (f 7 ,EDGE OF SLAB ElABEOMENE TO POURED IF'OFF BLE t l I r A a t r I IF fF�LE CCUCRETE TOP FA ,( EOTTO'#) (TYP• #— EXISTING EXTERIOR G2 POURED COAIC A L B'Mtn.THICK REO'0. tl— I GLASS t. ! I RECTION X3-X3 W/ ? Min. ! Z� o G2 (END MULLION ONLYy EXTERIOR 1 1/z' c' s 1/2' 71 ORIENTATION 1� , 1/2- 4, t 1/ e 3. woR ® e ®3i o a 4' Ei(WOR 4` EXTERIOR k� a G2 2 � R ii i I 1 9/2' X3 ii I ® Zr. -' 1/2' (hP•TtP/601TGU)x I (RP.1i�P/B rm) L3`"xi/2"x0'-7'(6051—T6 ALLOY) 13-r- I1/2'x0'-7'(6061—T6 ALLOT) Ei �•EO. EO. - Aum.ANGLE EP. VI/42)3/410 Atom.ANGLE E0.SIDE VF/ 2) 3/4'0 i POURED fXLtitCP.EtE THRU COLTS i0 MULLIO.�1 & (2) BOLTS TO ldULLtON Ec 1 (1) 3/4'0 KVJ'6Q BOLT TZ EXPANSION (2)3/40 KV.'4C BOLT TZ _fNS10N tl 1 1 r'(f t - 3 ksi M'm.) ANCHOR W/a M'vt. EMBEDMENT TO ANCHOR TY/6'Min.EMBEDMENT TO �// ttlt �{ /t�/• 3• ia'Min.THICK REO'D. POURED CONCRETE(Typ.TOP& POURED CONCRETE(Typ.TOP k BOTTOM) BOTTOM) (END MULLIONANY .(INTERIOR MULLION ONLY EDGE OF S,-AB ?EDCE of slfe ALTERNATIVE SECTIONS X3-X3 W/(G-2')* a Pu AB+E 19!APFLICORLE (W/ ORIENTATION 4 21 FOR(2) 3/4"0 KtMK BOLT t2ANSION ,•••••••• (4.70 Min. E.D. 'MMin. ED. ANCHORS 6 INTERIOR MULLION IV } A.TIJ�� (ORIENTATION p2). 1�'r FR wry • SIDE RAIL @ AND BOX NOT SHOWN!!] �'0,.•• P ,�: CLARITY. Min.E.D. 'Min.ED.----FOR(1) 3/4'0 ftii(BOLT EXPANSION ��'•�p• JC Sc ANCHORS O END MULLION Q FLORIDA BUILDING CODE(Non High Vet*mly Hurricane Zone) (ORIENTATIONS 01 & $a). No. !` 02017 R('TECO°n- Nau>�ilus `° ` FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? `*° * ` ` � ,• RoITingSllnUerSyalem cB/zs/u SECTION W-3 '-O r _ lL E C O ou-- .EXPERT SHUTTER SERVICES INC. am _�fi 6 11tp AWMMm���rMss� 1626 SA'cuuoRE STFW 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ` �S F��,,1 ^��0 7 s``a" ( .9 M Tti 3~9tl, T2YZ(EDC SF.11:A.W.fml E)1-0990 OB1lWG Ira SCALE 1/6'a 1" P.E.SEAL/I NATURE/DATE W ~rkeµ16i s SEE MAXIMUM(a(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Wn. E.D. Min.EA. COVERED BY SCHEDULE 1 b' FOR INSTALLATION CASES I, Ie & II EDGE 04 Sus+(SEE SCHEDULE Lit) i(SEE SCHEDULE dtI'iEOcE OF sua ON SHEET 25. IF ePPPtaca LE-i IF APPUCA E (LIMITED LOAD, MULLION SPACING AND SPAM INSTALLATION): INSrNIAMON CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH -.60,8 p.s.f. MAXIMUM A,S,D. DESIGN ii 3• "�" �,POlf:%ED CCN EtE 3'e3'xt/a 'XO'-7 t' t' PRESSURE RATING, 12'-0" MAXIMUM(606t-T6 ALLOY) 6" MULLION SPACING. H (Cc=3 tat La.). atom,ANGLE EA,SDE SEE SCHEDULE #1 FOR ADDITIONAL SPECS. tl SEE SCd.-MME It. v//(2) t/z'a TH,4U p BOLTS TO MULLIClt 3' INSTALLATION CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION sI W/ ±80.8 p.s.f. MAXIMUM A.S.D. DESIGN o f 2' EXTERIOR PRESSURE RATING, 8'-0" MAXIMUM MULLION w CLASS I 1/z' SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. t t/Z' o INSTALLATION CASE II - COMMERCIAL APPLICATION FOR ±100.0 p.S.f. /} 7•-- MAXIMUM A.S.D. DESIGN PRESSURE RATING, EXLERIOR (4) Rs aNCxO (SEE HORE fit) 8'-0" MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. QF�g r� 4./8 ALTERNATIVE SECTION X3-X3 W/ (W/ ORIENTATION $ 2) SCHEDULE #1 i , (2"x7° INTERIOR Lr1ULU0N ONLY) INSTALLATION ANCHOR TYPE&SIZE MIN. ANCHOR i� A FAIN.SLAB MIN. EDGE n THICKNESS DISTANCE FOR rYi n REWD. (TYP•TOP& BOTTOM) EMBEDMENT ANCHOR s SIDE RAIL D AND BOX NOT SHOWN Q 3/8"4 HILTI INC HUS-H FOR CLARITY. REW, I I 4" 3/8'0 POWER FASTENER 2 t/2- 5 1/2' ® n WEDGE— BOLT ANCHOR X3 (Trp.fc-m rc9a, (Tra.To/r ace) rA 4' OLT TZILTI INC KWIK z t/z" s t/z• 1 s M POURM Ct7ti Rc7€ II 6> 1/2.0 HILTI INC WK 3 1/4' 7 1/2- n OLT TZ 3' -(E'c c 3'si t«nL t' SEE SCHEDULE 01. 'J� IF/y/ ///� SLAB 'EttM OF sus IF aPPLluetE E APPL'C1BIE kin.ED. � Min.EA. (SmE SCHEDULE#i} (SEE SCHEDULE g . FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 �,•�';SE ,,�(/ ' `�t '•.,`�9', FLORIDA BUILDING CODE(Non High Vefccity Rurdcone Zone) der Iia.44167 °`0/7�`°'� Nautilus ° r 9" t Ro11/agS6nfferSysfe- 08/24/t7INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * 4 5 I L E C O Ine. oAn ,wr TEsnxc&EM=FXRtHc coYPAHr EXPERT SHUTTER SERVICES INC. 1 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS ., (pR !' ``��`� •.. �r =—Z111°� PORT Sr.Ut+eza SX,eoluaRE sits 17-244 M FL 349" 's F. •••• rot tit a- :uteee0aa — o tEo�las-me.F x t7n1 so-v" INUWein Ha SCALE: I/8• t' �� ` til_ WALTER ,AL�TLUT 111. PZ m. moa ria u�.it amrm• un PLiF{ is ATE FLORAA Us.f u+67 1 �� au,ran n SHEEEIzaorae EDGE IF ArPUf1 LE 2'xV..ULIJCN DEPT14xi/8"Cont. 717 \\\\\\ ASM. 708E(TOP&BOTTOM) W/ 1/4.0x3/4'nW MIMTEK SCREWS 5/16.0 Tae CONS XL / 2 1/4' W/ 1"0.0x0.050"MVAWED STEEL 2 1/6- Min.E)/{iEDt1ENT 1 24"o.e. %%4SHER 0 24'o.c. 7 3/4• Min,ED W% ED. EDGE IF aPPL1CABI.E•t 1' 1 �____ L(G 17 3/4'1£n.ED. r 2 2- POURED - 4' CQVSINUOUS POURED�� 2' 7' COttCRETE(Pc-3 Tai FrA) B"4fn.THICK REO'D. 10• I POURED CONCRETE (f'c - 3 ksi Min.} \ 4 EICIERIOR 8' fA n.7HlCK END CAP REQ'D. \ I \ I w 7 3/4' NOTCH WE I I \ 2' U°11. ED. (EYP.70P/BOTTOIA) ED. ED, I 2. i 7 3/aEWL ��I\ 4•x4^xs/8•(6061-T6 ALLOY) CG Ign. I 'Plum.ANGLE EA.S'OE z N D (WALL MOUNTED SHOWN.R, MAY BE T r rn�Q I ALSO INSTALLED TRAPPED MOUNTED EDGE t-APPLICABLEMASS ! o� s I PER SECTION O'-Q' ON SHEET B.) 6 G2 I D(iDTIOR SECTION X4-X4 W/ G2 (END & INTERIOR MULLION) 91P 0'/8 ® a I v (4r/ ORIENTATION a 21 g y I Q'/8 (4"X7'1 I Ltr�ED 1 1 1/2-0 1/2"0.062"xCONT. ALUM. s SIDE RAIL DQ NOT SHOWN FOR CLARITY 7 3/4' ANGLE W/ 1/4"ox3/4' ITY/ BUILDEX Mat.E.D. TEK SCREWS 0 24" o.c. TO TUBE 11 1/2- \ I 7- CCNTIAVCUS PCURED—�\ COTCRM(Cc=3 Ta Ifn) I 10' B'Min.THICK REQ D. \ X4 1 --{- 74 �•��ea) t t/z' �—� �\ � t t/2. OrP.Tw/satlae) - 7 3/4' f. MIN. ED. \ 4•x4•x3/8•xO'-10•(6061-T6 ALLOY)Alum.ANGLE r`'�(,i. »TI�/ •• EA. SIDE W/ (2) 3/4-o THRU BOLTS TO MULLION �`'Q`t ✓9 FLORIDA BUfL01NG CODE Non UBgh Velocity Hun-icene Zane (2) 3/4"o KWIK BOLT TZ EXPANSION ANCHOR _ W/5'6fin. EUBEDMENT TO POURED CONCRETE ` k � 02017 MlEco INC. • �a✓- ECCE IF APPLICABLE WALL(TIP.TOP&BOTTOM). t .4416 T Nautilus WALL MOUNTING:MULLION �? : „{. E�►+ tNc. Ro11[agSbnSersyst�m m /n POURED CONCRETE WALL ;-o ' :' EXPERT SHUTTER SERVICES INC. ♦ nwr nsnNc a ENaNEEaiNc caurulr �s z.zn a sa>R wcu ¢n 3vee t826 S.W.[ALTDORE STRfE7 SECTIONW4 :�O"•;�0 �• ,,•• �A'1,,♦ Po••:O�7x+k'Lmece`e'om(txs— low t4 G 41te PtsP.1 St.utaE TL sass END&INTERIOR WALL MOUNTED MULLION INSTALLATION -FQS I'`` ®00061 =or871 o l 1vM1EA A.TxU1 Jr PL a a ruc SCALE t/B'» 1' P.E.S �/DATE Fl.aFd0.1 Ux.!ss167 1 .a..-o. s1+ar 1s as2a EDGE IF AP?11C4&LE EDGE IF APPLICABLE 2"xMUL110N OEPTHxI/8'Cont. M.TUBE(TOP& BOTTOM) W/ 1/4.0x3/4•aW BUILDEx TEK SCREWS \\\�\\4� �• \\\ L1/mt 6EM8 EMBEDMENT A 24XL - WASHER 1/4- W/ 1"0.0.c0.060'GALVANIZED STEEL \. t 2 WASHER 0 24'me. 4 3/5"Min. E.D. �\ 4 3/8" AGn. ED 'S MN E.D 1 1• ! , owntwOL5 POURED \\\\\\ 1 CONCRETE(Pc e 3 W flm.) 2' 3 1/2" \ (T°AGn.1H1C#rSS -/ REQ O. \ ( \ � EXTERIOR � I 4 3/8" ' 7 1/4' Min.E.D. END CAP 4 3/8'Wim. E.D. CO PQUR,Fn oz - mNa ETE(fe 8'Owm THCOKI FSS t gN REQ'D. EDGE IF APPUCAB!E� _`= ® SECTION X4-X4 W/�3 # o c (INTERIOR MULLION) ExISS nc n (BALL MOUNTED SHOWN, MAY W/ OP.IEK91019 21 D BE ALSO INSTALLED TRAPPED 1 Gwss 1° I MOUNTED PER SECTION 0'-Q' (2"X71 o ON SHEET 8.) =' n DI(1ETttOR z�, 0SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 20' FOR INSTALLATION CASES I' & n I ® II' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND Q�/8 SPAN INSTALLATION): \2 1/2- INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL t.Un. E.D 1 L1 1/2"x1 1/2"x0.062"xCONT. ALUM. APPUCATIONS WITH .60.8 p.s.f. 4 3/8" t ANGLE W/ 1/4"6x3/4" ITW BUILDER MAXIMUM A.S.D. DESIGN PRESSURE LUN.E.D. TEK SCREWS 24" a.c. TO TUBE. RATING, 12'-D" MAXIMUM MULLION 17 ® SPACING. VALID FOR CONNECTION TO X4 I X4 POWEREFAST-'_/NERS WEDGE BOLT OR itla•u�/EOrcu)3 t/2' I W.70PATDDcu) ANCHORS. INSTALLATION CASE W —COMMERCIAL APPLICATION FOR 1100.0 1" p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8' -" (2) 3/S'o KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MN. E.D. W/2"Wan.EMBEDMENT TO POURED CONCRETE CONCRETE VI/ HILTI INC KVAK BOLT TZ ANCHORS. .•�\\\\\\\\�\t\\ WALL (IYP.TCR& BOTTOM). EDGE IF APPLICABLE CONTINUOUS POURED ,✓�A A•T! SIDE RAIL 007 NOT SHOWN FOR CLARITY 16CONCRETE(Cc=3 V.) 8"Mim THICKNESS REO'D. `t��Q,.•'•JC S`� _ FLORIDA BUILDING C00E(Non IEgh Petccity Hurricane Zone) WALL MOUNTING:MULLION �,44167 02017 mam c c • �T Wno POURED CONCRETE WALL Nautilus L� SECTION W-4 "'. * * .���e,e ftlungShnHozSys[em 03/24/17 .-o• IILIECO�ae. a+� INTERIOR WALL MOUNTED MULLION INSTALLATION * 9' '. -' ���` W M ExFERTET 16SHUTTERS.W. TUOSERt�YICEs INC. 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS ._'S/p ��g',�'1t, ®a°° �z 7 056 r`Tm°�,-ae r"�"` S- WALTER A.TXLrr Jr.P.E. a.u ®nor Dart ®nos SCALE E/DATE US 1/8'- I" P.E. S FV=A .. u1e7 �,», an, sn. sxccrlaAorza EA� 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(R.s.t.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W10 STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2.SHEET 11. 1.MINIMUM SEPARATION TO GLASS FOR SUITS IF MULLIONS ARE USED BUT W!O STORM BARS SHALL. STEP 2 ENTERTO CHARTS (Is, Lb & IIv') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 112" BE BASED ON CHART Ie ON SHEET 15.IT SHALL BE MEASURED FROM BACK SLAT SLIP(n),ANCHOR TYPE AT SIDE RAILS;A.S.O.DESIGN PRESSURE RATING(Ps.1.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L''ft. 2.ENTER SCHEDULES to THRU ZaON SHEETS 24.25&26 W/AS.d,DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,1Z,8'OR 71,AND DETERMINE MAXIMUM MULLION SP N(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(G,( , &6),MULLION TYPE& MULLION ORIENTATION. • ENTERA.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A.1412A,13&13A FOR REQUIRED fdLII.LtON CONNECTION DETAILS A7 • FOLLOWINGIDEF DEFINITION FOR SLAT SPAN INSTALLATION CONS TYPE, DING ANCHOR TYPE,THE TOP&BOTTOM CONCRETE FFORFOR A GIVENOR TO MUIJJONILING TYPE(G��@.(]D& MOUNTINGS OF MULLIONS INTO Lwx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112"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 IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ie:PROVIDES SEPARATION SHALL BE BASED ON CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W10 OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3;OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1014 SHEET 22W/AS.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Vs,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE.SUBSTRATE.MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH AS.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET t FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/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.,IZ.6'OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(J,GC3, &0). MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET22 WIA.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,IDA,It.11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING PED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE ( FOR A GIVEN MULLION TYPE G 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 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&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 WOOD FRAME STRUCTURES. STORM BAR SPACING. ........... A. \a���Q,• Nrcl ,�9 FLOWA BUILDING CODE(Nan High Velocity Hurr;oane Zone) No.44167 "'a 0 201 Ml= Nautilus OWN * ��� Rolling ShafferSysfam W24/17 -� TL E C O�Kc. am TIWT tESTiNG h Et2GwEERINe COYOAHY EXPERT SHUTTER SERVICES INC. s a..vm s,aw.vn vcaa uans.n sow 16JFs S.W.EttTNORE STREET 17-244 "�� \\ TS°57ert-Isar'.. (7LSj4]I-1571 POW ST.LUM R.34964 Q "" a-M tatc..0adcon O9ASNi0 It• �iyEB-00a11f 21 M fes)]49-9J`A.NJC(779)871-0KO Wu.TER A nCtlf dr.67 - eax ev muna P.E. SrGflf( E/DATE FTt+rae ue,t Isla] �. as�s.m. .n . sRar r4 ores , s SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 112"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.t),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O qTnpu PARR CHART Ia CHART Ib CHART Ib' CHART IC USE 14AXWUY VALUE BETWEEN POSITIVE AND NEGATIVE ASA.LOAD 3/8"0 K{MK BOLT 3 ANCHOR 5/1610 TAPCON XL ANCHOR 5118'o TAPCON XL ANCHOR USE UOXUUL POSITIVE AS.D.LOM VALUE POURED CONCRETE TO POURED CONCRETE TO GROUT FRIED Car.CONCRETE 131DCK MAX. MAX SLAT SPM! MAX. SLAT SPAN MAX SLAT SPAN REQUIRED UX SEPARATION TO GLASS DES.. 111AX'(FT) 'LVAX'r (FT) "LUAU.'(FT) MEASURED TO BACK OF SLAT(In) ESSUR WAIL T� 8LnD-= EIVMD-Wr WA1i TEED SUVD-OUT / WALL TRAPPED swtD-OUT eUnD-our W/0 STORM BARS W/STORES BARS RATWG uwNT MOUNT a� 11wNr W/d uwNr uwNr u9UNr 1Ey,� uww W/® uma Nm w W uoUNr w/© (Pg{) SEE ra11s t SFE MOtE9 t SE[ t se t1GTFs t sFE tarts t s¢ra a# s¢ t SFE NOCFs t SSE Nafc4 t sFE r Otis tsm � StE NOtEs t AIND ZONEM1t701-3 �ZONE 1-3 WIND ZONESWRID�ONE 30.0 20'-0' 15'-4' 20'-0' 20'-0' 20'-0' 15'-4' ZO'-0' 18'-O" 20'-0' 15'-4' 18'-0' 15'-8' 1' 14 1/2. 6' 7" 35.0 20'-0' 15'-3' 2W-O' 16'-0' 20'-0' 15'-0' le'-O' 16'-3" 20'-0" 15-0- 16'-3' 14'-0' 1' 14 1/2' 6- 7' 40.0 20'-0' 15-Z' 19'-7' 16'-6' 20'-0' 94'-5' 17'-4' 14'-10' 16'-11' 14'-5' 14'-10" 12'-9" 1. 14 1/2- 6' 7' 45.0 20'-0' 15'-0' t6'-0' 15'-3' 20'-0' 94'-2' 16'-0' 13'-9" 17'-4' 14'-2' 13'-9` 12'-0' 1' 14 1/2" 6' 7' 50.0 20'-0" 14'-t0' T6-9' 14'-2" 19'-Y 13'-1' 14'-10' 12'-10' 16'-2' 13'-1' IV-9' 11'-O' 1' 14 1/2' 6' 7" 55.0 20'-0' 14'-8' 15-8' 13'-4' 17'-9' 12'-4" 13'-11' 12`-1' 15-0' 12'-4' 12'-0' 10'-6" 1' 14 Ile 1 6' 7- 60.0 19'-5' 13'-9' 14'-9' 12'-7' 16'-9' 11'-B" 13'-2' 11'-5' 14'-2' 11'-8' 11'-4' 10'-0' 1' 14 f/2"1 6' 7' 65.0 18'-4' 12'-11' 13'-11' it'-11" 15'-9' 11'-0' 12'-5" IO'-11" 13'-4' I1'-0' 10'-10' 9'-6' 1' 14' fi' 7- 70.0 TT-4' 1Z'-i' t3'-3' 11'-4' 15'-0' 10'-6' If'-10' 10'-4' 12'-9' f0'-6' 10'-4' 9'-0" 1' 13 1/2- 6' 7- 75.0 i6'-6' TV-7' If-7' 10'-10' 14'-3' 90'-O' 11'-4' 9'-11' 12'-0' 10'-0' W-10" W-10" 1' 13 1/2' 6' 7- 80.0 t5'-9' 14`-O" 12'-0' 10'-5' 13'-7' 9'-5' 10'-10' 9'-7' it'-7' 9'-5' 9'-3" 6'-6' 1' 13' 6" 7- 85.0 15'-0' 10'-6' 11'-7' 10'-O' 13'-0' 9'-3' 10'-5' 9'-3' 11'-2' 9'-3' 9'-0" W-3' 1' Ir 6' 7- 00.0 14'-2' 10'-1' 11`-r 9'-8' 12'-6' 8'-10' 10'-1" W-1f' 10`-9' 8'-f0' W-10' 8'-0' 1' 12 1/2- 6' 7- 0.5.0 t3'-5' S'-6' 10'-9' 9'-4' 12'-0' B'-5' 9-9' B'-7' 10'-4' 8'-5' 8'-6' 7'-9' I. 12 1/2' 6' 7- 100.0 12'-9' 9'-4' 10'-5' 9'-1' 11-8' 8'-4' 9'-5' 8'-4' 10'-0" 6'-4' 8'-3' 7'-6' i' 12" 6' 7" 105.0 S2'-2' 9'-0' 10'-I' 8'-9' 11'-3' 8'-0" 9'-2" 8'-2' 9'-8' 8'-0' 8'-0' 7'-4' 1' 11 1/2' 6' 7- 110.0 11'-7' e'-6' T-9' 8'-6' 1D'-11' 7'-10' 8'-10' 7'-11' 9'-3' 7'-10' 7'-9' 7'-r 1' 11 i/2' 6' 1 7- f15.0 "f15A T V-1' 8'-5' W-6' 8'-4' 10'-7' 7'-8' 8'-8' 7'-B" W-0" 7'-8' 7'-8' 7'-0' 111 1/2' 6' 7" 120.0 10'-8' 8'-1' 9'-3' 8'-2' 10'-3' 7'-5' W-5' 7'-6' 8'-11' 7'-5' 7'-5' W-10" i" it' r 7- 125.0 40'-2' 7--9' 9'-0' 7'-11' 10'-0" 7'-2" 8'-r 7'-4' 8'-8' 7'-r 7'-3' 6'-B' I. it' 6- 7' 130.0 9'-t0' T-6' 8'-9' 7'-9" 9'-9' T-0' W-0' 7'-2" $'-5' 7'-0' 7'-2' 6'-6" 1' 10 1/2' 6' 7' 135.0 7'-2' 8'-6" 7'-7' 9'-6' W-10" 7'-10' 7'-1' 8'-r 6'-10" r-O' W-5' 1" 10 1/2' 6- 7" 140.0 9'-1' 6'-11' W-4' 7'-57'-B'- 7'-8' 6'-11' 8'-0' - W-10" W-4' 1' 10 1/2' B' 7' 145.0 8'-10' W-2' 7'-3" B'-10' - 7'-6' - 7'-10' - 1' 10' 6' 7' 150.0 8'-6" 8'-0' 7'-2' B'-fi' - 7'-4" - 7'-9' - - - 1' 10' 8' 7- ISSID 8'-3' - 7'-10' 7'-0' 8'-3' - 7'-2" - 7'-7" - - 1' IO' 6' 7' 160.0 B'-0' 7'-8" 6'-10' 8'-O' 7'-1' 7'-5' i' 10" 6' 7- NOTE -) E I.ABOVE INDICATED MAX, SLAT SPANS MAY BE USED AS LONG AS ..-'•'•- CHOR SPACING ANCHOR SCHEDULES SPACINGiS ALABLESHEETS ON 7FOR THETz CORRESPONDING SLAT fsrr& 18 INDICATE THATFrr`r SPAN AND A.S.D. DESIGN PRESSURE RATING. tt yW A AN /l \ �r•'° G .,✓ •. FLORIDA BUILDING CODE(Nen TA9h Velocity Burriwne Zone) 2, REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH �\ o20f7 TILTECG RX_ • DUNN SP 3/8'0 KWIK BOLT 3 ANCHOR OR 5/16'o TAPCON XL ANCHOR, INTO NO.4416F Nautilus 1 POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR IinysHaHersystom M/24/t7 WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-our MOUNTED. TILLIT lESTINO Q ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 3. MAXIMUM SWT SPANS FOR INTERMEDIATE LOADS MAY BE -���' �t/� °�'"•''4Pi�-"'"'' "�r'VO"'a sf:re FOR S.WST. UC E FL STREET 17-244 VR 4i(r \ (msln3:St.-O..4- t O.:0oslvr-Hui FORT 5T.4UCiE.Fl.34984 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. 4Cs/ "•"...•�6��1\7\ °p O ON7719 CO" r ro c-ceoR>1�7 sole,cue f7rq en as o 04"19 G R° WALTER A.Talrt Jr.P.E. R"• we t� eu[ P.E. I ATE FLORCA Oa 9 44167 r m Issn anus _ SR¢T is or 26 a MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8.0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT SLAT SPAN RANGE Gem PRESSURE XM0'-4't > e-5't >5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't VAGE(Ps 130.0 9" 9' 9' 9• 9• 9' g• 9' >31-40 9' 9' 9• 9' 9' 9• g• e• >41-60 9' 9' 9' 9' 9" 7' S 5/8' "1-60 9' 9' 1 9' 9' g" 5 5/8' 5 5/8' 1 SLAT f Nom >a1-105 9' 9" 9' 9' 9" 6 1/2' 5 5/8' - SPANS MAX. SLAT SPAN FOR A >106-120 9' 9' 9' 9' w 6' - - �� PRE S IG RE RATING SHALL >121-140 g" 9' 9" 8' 7" B. NEVER EXCEED MAX. SLAT >141-160 g' g' g. 7' 7' j L SLAT SPAN DEFINITION PERFOIRMAN E NDICATED CHART OON N TRAPPED MOUNT SHEET 15. DFSM • SLAT SPAN RANGE RRAATING� 0'-4't >4'-5't >5'-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't 6E(pt s 30.0 9' 9' 9' 9' 9' 9" 9' >31-40 9' 9" 9' 9' 9' 9' 9' >41-60 9' 9' 9' 9' 9' 9' 7 1/2' >61-60 9' 9' 9' 9' 9' 8' - - >81-105 9' 9' 9' 9' 8' - >108-1P0 9' Lg* 9" 9' 8 1/2' >121-140 9" 9' 9' 7' ' >t41-160 9' 8' 6' BUILD-OUT MOUNT OE SLAT SPAN RANGE P ARE 0'-4't > V-5 fi >5'-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16'-20't E LY E E E Q 0 0 0 0 E © E s 30.0 9' 1 9' 9' 9' 9" 9' 9' 9" 9' 9' 9' 9" 9' 9' 9' 9' 9' 9' 9' 9" 7 3/4 7' 7" 5 5/8 >31-40 9' 1 9' 9" 9' 9' 9" 9" 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9" 7' 7' 6' 5 5/8" 5 5/8' 5 5/8 >41-60 9" 9' 9' 9' 9" 9" 9' 9' 9' 9' 9' 9' 9' 9' 9' 7 1/2' 7 1/2' 6' 5 5/8. 5 5/8. 5 5/8'5 5/8' 5 5/8' >61-60 9' 9' 9' 9' 9' 9" 9' 9' 9" 9' 9' 9' 9' 9' 7' 5 5/8 5 5/8' 5 5/B 5 5/85 5/8' "1-105 9' 9' 9' 9' 9" 9' 9' 9' 9' 8' 8' 6 1/2'6 3/4' 6 3/4.. 5 5/8 5 5/65 5/8 5 5/8 - >106-120 9' 9' 9' 9' g' g' g' 6 1/2' 6' 6' 5 5/8 5 5/8 5 5/8 - - - >121-140 9' 9" 9' 9' 9' 7 1/2 8' g' 6 1/2' 8' B' 6' 15 5/8'15 5/8"15 5/8 - - - >141-160 9' V 9' 8" 8' 6" 1 7" 1 7" 15 5/816 3/4"16 3/4"15 -5/8-15 5/8' 5,5/8: 41144�Q,.•"• � FLORIDA BUILDING CODE(Non&gh Velocity Hurricane Zone) O20"�'"°Ur- Nautilus `PAM On �@-iii route s7iaKar VAX TTWT TESTWa a EIIMNURala CauPM" EXPERT SHUTTER SERVICES INC. a...t�vawu W.n u 1626 SW.ELTUM STREET , �I 1 w•. �a.,a.c>nm••-w, PORT ST.LOCF_R 34984 t 7-244 A .......... _ - �t7 • 1,, e ®`0_oo -m ROY.i(!00)7�9�G4•6.isl:(T)])871-0990 °PAMNa w •�^-1;? � it SALTER ATB11T'✓.167 mw P.E. o,w o�a urt ea w nae�w FT S �QAtE I -01,Ua 0 44SHUT T6 Of 76 /1/ !! MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN SHUTTER MOUNTING TYPE W15116'0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT MAO" gyp, SCAT SPAN RANGE DMW PRF uar10 0'-4't >V-5't > 5'-6't > 6-rt >7'-9't > 9'-12't > 12'-Wt > t 6'-20't RI.tiGE(p10 s 30.0 B' 8' B" 8' 8. 71/2- 5 1/2- >31-40 a' 8" 8' 8' S. 8" ><1-EO B• S. 8' B" 6" e,' 3 3/4' t NOTE:. >61-e0 a' 8' 8' 8' 7- 4 1/2' 3 3/4' - MAX. SLAT SPAN FOR A >et-to5 g' 8' 6 1/2" 5' 1 3 3/4' 3 3/4' - SLAT GIVEN A.S.D. DESIGN LOAD >106-120 e' e" 8" 5 1/2' 4 1/2' 3 3/4' - _ SHALL NEVER EXCEED MAX. o SLAT SPAN INDICATED ON >M-140 e' 7 1/2" 6" 4 1/2' 4' 3 3/4" - - SLAT PERFORMANCE CHART >ut-ts0 g^ 6- S' 4• 4" ON SHEET 15, SLAT SPAN DEFINITION TRAPPED MOUNT WAU&MSLAT SPAN RANGE = `ten DEEM PRIMSME Roam 0'-4't >4'-5't >5'-6't > 6'-7't >7'-9't >9'-12't > 12'-16't > 16'-20't RI M(W) S 34.0 6" 6' 6" 6' 6' 6' 5 1/2" >31-40 6" 6' 6" 6- 6- 5 1/2" 4 1/2- >41-60 6' 6" 6' 6' 6" 5 1/2' 4' 4- >61-80 6" 6" 6' g• 6• 4• 4- >81-las 6' 1. 6.6' 4 3/4' 1 3 3/4" 3 3/4' - >106-1120 6" 6' 1 6' 5' 3 3/4' >121-140 6' 6" S 4' 3 3/4' 3 3/4' 1 - >141-160 6" 3 3/4 3 3/4' BUILD-OUT MOUNT SLAT SPAN RANGE Brea 01-4 t >4'-5't >5-6't > 6'-7't >7'-9't > 9'-12't > 12'-16't > 16'-20't P91 rW RL•.'^+ELP.1! E QE E E P44' E E E EG? E (E s 30.0 6" 6' 6' 6' 6' 6- 6' 6" 6" 6" 6" 6" 6' S. 6" 6' 5 1/2" 5 11/2" 4 1/2" 4' 4" 3 3/4- >31-40 6' 6' V 6' 6" 6" 6' 6- 6- 6" 6" 6" , 6' 6' 6" 5" 4- 4' 3 3/4' 3 3/4" 3 3/4' 3 3/4" >41-60 6" 6' 6' 6" 6' 6- 6- 6' 6" B. 6- 6' 6' 4- e 3 3/4' 3 3/4' 3 3/4. 3 3/4" - - - >Gt-eo 6" 6" 6' V S. B. 6• 6- 5 1/2 5" 5" 5' 4" 3 3/4' 3 3/4" 3 3/4" 3 3/4' - - >8t-1105 6" 6" 6' 6' 6' 6' 6- 6' 5 3/4 4 3 3/4',3 3/4' 3 3/4" 3 3/4" 3 3/4' 3 3/4• - - - - - >106-120 6" 6" 6" 6" 6' 5 1/2 5 3/4' 5 3/4 4 1/2 4 3 3/4 3 3/4-,3 3/4' 3 3/4' - - - - - >121-140 6" 6- 6' 5- 5' 4" 4 3/4' 4 3/4' 3 3/4 4 3 3/41.3 - >t41-160 6' 6" 5' 4 1/2-14 1/213 3/4 4' 4' 3 3/Y' ,`I s''•, ✓•; FLORIDA BUILDING CODE(Non f!(gh Velocity Hurricane Zone) >E 4416`, ?' 02017 rLTMO rrc Nautilus cum �? �* - Ra113ngShuHerSyslem 0e/ayn O: p� `.:g . IL E C O,Nc. EXPERT SHUTTER SERVICES INC. •c...1 f�. 1 rtss Nt-der..a..r+x,1.,eau,w�ro.R mem 1826 S.W.P.�WORE STREET 17-244 1r ' }1 PORI ST.LURE.F4 34984 1 e-mc>:47kconcoLcom 6RAWNC W Icy ( ONgL E�6� ;111 ES-0006719 fir-t800I 1�9-9W°0. tF:("2)6J t-G➢90 1 W31TER A.T411r Jr.P.E. v� mmm, ux P.E.S�L�iQ�/SF�I�.UREA /L DATE FLCRQn Lic.1"167 n n SkW 17 of 76 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W15116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT • SCAT SPAN RANGE DESM PROW FESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7*t > 7'-9't >9'-12't > 12'-16't > 1W-20't R/J10E(P-t.) s 30A B- @- 6" B" e- e" 6' 4 1/2' 8' @- 7" 41/2- 61 1/2"8" B" 41/2- - - t NOTE >61-80 @" @- 71/2- 7- 5 1/2- - - - MAX. SLAT SPAN FOR A >et-to5 e" B' 7 1/2" 5" 4- - - - —S AT GNEN A.S.D. DESIGN >tCs—t2o 8` 7 1/2- 6' 4" - - _ _ o NEVER PRESSURE RATING SHALL >121-140 8' 6- 5- C ] SPAN INDICATED MAX.NSCAT >141-160 Y 5. 4' _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT SLAT SPAN RANGE DESW PRESS G 0'-4't > 4!-5't >5'-6't > 6'-7't > 7'-9't >g'-12't > 12'-16't > 16'-20't RMIGE(pt(.) S30.0 S. 6" 6" 6" 6" 6" 6" - >31-40 6" 6' 6- 6' 6' 6- 4 1/2- >41-60 6" 6' 6" 6- 6- 4 1/2" - - >61-80 6' 6- 6` S. 5- 4 1/2- >61-105 6" 6' 6' 4 i±/2- 4 1/2" ->106-120 6" 6- 5 1/2" 4 1/24 1/2- 3 3 - - >145-160 6" 5" 4- BUILD-OUT MOUNT MAYSLAT SPAN RANGE PF SVAE T-4't > 4'-5't > 5'-6't > 6'-7't >7'-9'f > V-12't > 12'-16't > 16'-20't RANM(SPLC(•) E R51 ©E E E E 0 E E E � O. ® �E� E E s 30.0 6' 6" 6' 8' 6' 6` 6' 6' 6' 6' 6" 6' 6' 6' 6' 6S t/2' 4" 4 1/2'>31-40 6- 6- 6' 6° 6" 6' 6' 6- 6. 6- 6" 6` 6` 6' 5 1/2' 5" 4' 4->41-60 6" 6" 6" 6- 6" 5 1/2' 5 1/2' 6- 6- 6" 6' 6' S 1/2" 4 1/2 - 3 3/4" >61-60 6" 6- 6" 6" 5 1/2 5 1/2' 5 1/2. 4 1/2 5- 5" 4' 4" a" - - 3 3/4'>81-105 6" 6- 6- 6- 5 1/2 5 1/2' 5 1/2` 4 1/2 3 3/4 3 3/4 - - ->f06-120 6" fi" 5 1/2' 5 1/2' 4 1/2 4 1/2" 4 1/2° 3 3/4' - - - -140 6' 6' 4- 4" 13 3/413 3 4' - - - - - - - - - >141-160 1 5" 1 5' 1 ,.• '••r�J• FLORIDA BVIUNNG CODE(Non High Velocity Hurrieone Zane) j• rrtl, F:'9: 02017 TITECO r�c. • t�Wv ar. 1~1 �¢rs, Nautilus �• ItollingShOHerSpslem ca/24/i7 '• + ttun TcsT1Hn a EHGINEERNO c0ur4Nr EXPERT SHUTTER SERVICES INC. Um "^"•u.-cn a.u..]p.+ecu r .a,n nec 1528 S.W.ELtuCBE S'1FEET ��''•. 1' \\ w:tms7e»-�vo...:(s1-na 17-'144 \ PO4E SE.L11C7E.FL m$6 16.7f-4999 RID t1\\ - C13-10"719 aa¢(enol:a-cc e.rm tm>5� csso 0aawxo WALTER k T"a b.PE mea ..a mans Na Ya;, :s Wrf/DA1E ROMBA 1:r.s"161 m.� sREEE 1s ora6 SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4` > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (pst) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 1 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 1 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 1 320 1 1186 400 1322 480 1 1873 1 560 1 1740 1 640 1 — — — — — — SLAT SPAN 1 oB �`NorE: SLAT SPAN DEFINITION if-SHELL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMES. SEETHISSHEET FORVx&VyVALUES. Vy SIDE RAIL VX Vy 1,1���Vc�s`` T✓�• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zaino) NO.44167 01017 TiTECO u Ate+ * *� Nautilus w RolllngShaHcrSys(em m/1yn 11 L 1 E C C iwe. EXPERT SHUTTER SERVICES INC. 7[117 TESTING h EHpNEEWHO CAYPAIri V. 1626 S.W.IATEICRE STREET I7_244 ICI.HKN..41CflC [f R]]1 _S •.... •6� 1\ aso.:(xn>sai-law. .b.�1ea1-W1 PORT ST.LUM FL.34984 ' E9t000671p Com puq(600)a49-90 6.FAC p»I 6y1-om DRAWINGNO WALTER A.TI(11T L.PT- P.E.SEAL/SI '&MA DATE FLOPoOA I/9.9 ui67 1 `�" '�` "" SHEET 19 OF2B SLAT PERFORMANCE CHART & 101 (ONLY VALID FOR 11r SLIP) SLAT PERFORMANCE CHART 11b1 & II01: (ONLY VALID FOR Ile SLIP) MAXIMUM SLAT SPAN AND MUMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.s.f),SLAT SLIP 118"AND FOR A GIVEN f.%=IWJ".M DESIGN PRESSURE RATING(µ.()AND SHUTTER MOUNT CONDITION FOR FORA GIVEN swuuA.S.D. UM DESIGN PRESSURE RATING(psOAND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TY PE FOR WOOD FRAMES WALLS W1 2"x4'STUDS, INSTALLATIONS T d'0 STORM BARS PER OETAIL2 BELOW INSTALLATIONS WO STORM BARS PER DETAIL 2 BELVel AS PER LIMITATIONS ON DETAIL 1 �SzCHART Lb1 un W / CHART 101 CHARTIIb1 "U bl �/ CHART IIci wlauc 1L�smE Asa ' t14fE USE wsaw"LLE emmf POSH wo IE.m A=Em USE mum ICNLE tf wax mK me I GQK Asa IL)O wJOAw MA)L STAT SPAN SD. LM m BEAM RED L 50WIM To '1"*00 USE UAX11 a POS1Ne ASD. USE MAMW POWNE ASD WOOD GRADE OFSU1 '(lT BILK OF SAT ^ 5116'HTAPCONXLANCHOR UIN.SLAT (OAS VALUE 5116.0TAPCONXLANC14OR k1N. SPAN T LOAD VK� INTRA IW I w ■to-an W/o STORL BARS SPAN w9ID 2W28 M710 200C MAXWArAAM .SLAT SPAN 'L++b+' FEWRFD WIL SEPARA110R m G Ass UAX16KU REQUIRED WX SLAT SPAN 'LMu1• REQUFM NN.SPAPAT10N To �'� Irms s w 4 ASUL 'Lw a(tt) (tt) t�m aICK OF SLAT Cm) Wpm 'Lw-,(n) UU IFAR3D m BAa(OF SLAT�) SOtAMER14 PCtE 12(G=0.55) 6o. 4--s' 4--s- I S,^(/17£ &au D-= W/o SToau BALs PRESSURE atL (AILD-aur BLUR-our WU-1KAIM W o STDRM BARS R171A 110Ut1T tlGFlr w/ moug w/ • R RA� NOIWT 40UJ([w/ �w/ •�n DOUGLAS-RR-SOUTH(G-OA6) 6D a-5' 4'-5' 0'-0- a '-0- 'Am (� ? _ WV.'0 ZONES %vo ZONE (Psi) t);31 YANG 20N6 K1W ZONE IND '(^cE Nottsd) Ig1Es61 =N009 d) 4 t-3 4 (gg NmLsd (SIL NOI1sdy wm36) s t-3 4 SPRUCE PB(E-FIR-SRFI(G-D.J ED 4'-5' 4'-5' 30.0- 10'-0" 10'-0' 10'-0' 8-1' 1- 8 1/2" 30.0• 8'-3' 8'-3' 8-' 7'-7' 1• '11- 10'-0' TO'-D' 10'-0' 7'-9' T 8 1/Z- 35.0" T-9' T-9" 7'-9' 7--3' 1' B 1/5- 40.0•• 10'-0" 10'-0" 10'-O' 74-5' t' B f/2' 40.0•• 7'-7• Y-7' .7'-7- 7'-0" 1' 8 1/6- 46.0- /6'45.0- 10'-0' 10'-0' t0"-0• 7'-2" 1• 8 1/Z- 45.0- 7'-4' 7*-41 7'-4' 6'-9' I' 8 1/6- >Y/] 50.0• t6'-0' 10'-O' 101-01 7'-0' 1' 6 t/2- 50.0 7'-3' Y-S' 7--3' 6'-6• a t 8' 155.0- t0'-0- to'-0' 10'-0' 6'-9' 1" 8 1 2' 55,0••• 7'-31 7-3• 7'-3' 6'-4' 1• 8 Ile- e00- e- 60.0••• f0'-0" 10'-0' f0'-0' 6"-9" 7' 8 1 2" 60.0 t°• 7'-3' 7'-3' 7'-3' 6•-2" 1' 8 1 --•---• - SLAT PERFORMANCE CHART III1:(ONLY VALID FOR 116'SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN Ila"SLIP) I t�. Cr `sr FORAGNENMAIOL(tlktASD.DESIN PRESSURE RATING(psJ)ANDSHUTTERMOUNTCONDTON FOR I � c .S .OESIGNLO("4. NUTERMOUNT CONDIININCLUDtHG INSTALLATIONS 00 STORM BARS PER DETAIL2BELOYANCHORTYPEANDVA . Er� fl CHART IIIM Ds8 f CHART IIIC1 I l * SLAT SPAN DEFINmON IIIbf SJt6'b TAPCON XL ANCHOR 1� ! '• I� � (AE WAAR VILE BF]7FF71 Po9DYE NO IFLO11£ASAIn USE YAXWA P091NE ASD. USE 14A70M17Y VALUE f1£IYhT21 Fb50VE 115E LIA)OWM i I t -SrA •IIj I1. S116'0TAPCONXLANC14OR N.SAT LOAD VMXE ARD NmTNE ASD•LOAD ASD.LOAD VALUE (' te-V r �{ SPAN WAX SLAT !RL SLAT i i? 92AT 31 MAX SLAT SPAN 'LueRMUM WL STPARC ON ro MASS SPAN SPAN TO a=wDsA w !0 upc� 'LWAX.•(� 00 m BACK OF STAT(I,) DESIGN 'LYAX_'(FT) •LLta+•(PT) t1Aoc a 1nAr c�> \\\�\\\\�\\\\\\�\\ L,/�r+.WI"Aw R 6Lun o e aL-w� .++ W o RM 1 ARS f&�"'elM.,n�!"'(�ED= eut�' ' W/o stORu was Y// (r2)rrEACH SLE,00 oma)t uwy( wUy� w9m zoNES WIND ZONE �6'�i A A 1a4�E DETAIL 1(ELEVATION) IsaIO13d) =w�icsd) is M=A 1-3 4 ar sm mm 30A• 7'-6' 7'-6" 7'-6' W-7' 1" B 1/g- 30.0• V-6' 35.0•' 7-2' 7'-2' 7'-2' 6'-4" 1' e 1/6- 35.0- 6'-3' 40.0•• 6'-9" V-S' 6'-9" W-1" t" 8 t/6" 40.0- 1 6'-0' I A NOTES _ 410- 6'-8' 6'-6" 6'-81 5'-11' 1" 6 16' 1 45.0••• V-10' 0'-0' t' S' 50.0- 6'-5" V-S' 6'-S" S-9" 1' 6 1/6" 50.0 w 5'-9' 1. ABO`& INDICATED IM. SLAT SPANS MAY BE USED AS LONG AS S&O••• 6'-3' V-3' 6'-3' S'-Y 1- 8 1 6- 55.0^• 5'-T ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0•�• 6'-Y 6'-1' 6'-1' 5'-5' 1' B t/6' 60.0••• 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. • Yf7 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAIAE WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF F__.._ ..._..� _ • VALID FOR DOLJGIAS-FIR-SOL(LH((J-0.46) THE FLORIDA BUMNG CODE. MINIMUM LENGTH OF WALL AT EITHER - = SCIUKR 4 PILE 12(C-OM) OPENING SHALL 0E 33', SPRUCE PINE-RR-31H(G-O36) SIDE OF OPE I j; t -gam` ••VALID FOR DC(=AS-FIR-SOULH(G=0.46) SOMERN PINE r2(G-0,55) VALID FOR 9DLIT14M c i 10'-I 3/4' _` i a .SLAT SPAN DEFINTTTON ) I ;I FCA w9L W3LNT& FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ( :' IG-0'703 BtAD-0`.tt 7 i u ••,,• ••••,• 02017 R1Tj0 I1� ORAA1/8Y: ' °� � Nautilus LG E i i INSTALLATION INTO WOOD FRAME STRUCTURES No.4416T ' • 1a RO1TfngSJ)UffarSyafem 06/24/17 IL EC0imc. OATS TICCIT TEST N0 tr ENGINEERING COuf AWT EXPERT SHUTTER SERVICES INC. _ r �;y4cr�� N• >g z n n' 1626 sw.EILTUORE Srn�r Yll �-Vz-PLxmOD AM) V 7' rF na.:txs>a,._wa.r-,tralen_,ss, 17-244 (2)YzG"YARD SPUDS _ �iP SR ,\3 <-mad:DtecaOal.cem PORT ST.LUCIE,FL 34984 NA�� (IIP.FA?i 90E.tAltn9 t F••"•••••••' ES-00067.9 v,w�MW)74P-Pa:s.F(n)a?_.owo _ IRALTER A TEAR k.P.E. aasmN a �R DETAIL 2(ELEVATION) P:,'sEriLlslcugTutiE/DATE FU)R=U1.+.•167 •,.>~ 7 sNEET m X26 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RANUE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 9 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) uvmm SLAT SPAN RFNGE �� SLAT SPAN RANGE Y100D GRADE PM14R WOOD GRADE 1Y be* s 30.0 6' s 30.0 6' 6' 6" 6' 6- 6' SOUTHERN PINE #2 40 6" SOUTHERN PINE 92 40 6' 6" 6- 6- W 4 3/4" (G=0.55) 50 6" (G=0.55) 50 6' 6" 6- F. 4 3/4' 3 1/2' 60 1 6' 60 6" 6" 5 3/4' 5 1/4' 3 3/4" 3' DOUGLAS-FIR-SOUTH s 30.0 6' DOUGLAS-FIR-SOUTH s 30.0 6" 6" 6' 6- 1-77-7-77 (G=0.46) 40 6" (G=0.46) 40 6' 6" 6- 5 1/4" 5 1/4" 4 1/4" SPRUCE I'VE-FIR-SOUTH 5 30.0 6" SPRUCE PINE-RR-SOUTH s 30.0 6" 6' 6- 6" 6" 5 1/4" G=036 G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET20) YAtmnw SLAT SPAN RANGE WOOD GRADE � tl�" >4�' >5-s'" >5a'FAKE >Y-9' > �� 110Ut1i• 1f0U7JE W E YOUlIT N 4101M N E WNlR R. 11011Nf N E YOt4lT W, YO"H7 W IIOfRR TAE)NON7T'-XE Y07NT TA0IIOU!JTZA s 30.0 6" 6" 6" 6" 6- 6" 6" 6' 6" 6" 6" 6" SOUTHERN PINE#2 40 6" 6' 6' 1. 6. 6" 6" 6" 6" 6" 5 1/4" 5 1/4' (G=0.55) 50 6" 6" n" 6" 6- 6" 6' 6' 5 1/4" 5 1/4" 4- 4' 60 6- 6- 6" 6" 6" 6' 5 3/4' 5 3/4' 4" 4" 3" 3' DOUGLAS-RR-SOUTH 5 30.0 6' 6" 6" 6" 6" 6. 6'6" 6' 6" 6" 6" (G=0.46) 40 6' 6" 6" 6" 6' 6' 5 1/2" 5 1/2" 5 1/2" 5 1/2' 41/2" 4 1/2' SPRUCE I'VE-FIR-SOUTH 5 30.0 6" 6- 6- 6- 6' 6" 6' 6" 6" 6" 5 1/4" $" G=0.36 ,SER A. NOTE: ✓ MAX. SPAN FOR SLAT FORA \\\ 1 '� 7s�t''•;� FLORNA BUItAwG CODE(Non Hgh Velocity Hurtic4ne Zox) GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. i NO.4416 `; z O2D17 T>LTECO We .0 er SLAT SPAN INDICATED ON *: 7� (t Nautilus *: Kor5ystom CSA4/17 SCAT PERFORMANCE CHARTS ` �Q Roftag5huINe, tuTc ON 20 SHEET. 71 WT TESTING! ENCINECRWO COYPAtff EXPERT SHUTTER SERVICES INC. =� \ \\ ems Na:ew 2 Pa x,vA^.aa=M-n Z u 7626 S.W.MT?lcRE Snw \\ w..�.,cxexin-ivo.n„7 ,s, xar sr.Lucy RE a4g6< 17-244 /O{� 11 a-"qT flit, aoltom pRARDtD K. fR�, E6-0408713 ROG"L(EW)7t1-'J05o.(I%: 51-013 WALTER ATILUT Jr.P,E. ••R o rax P.E. $ RE/DATE fLOBOA LK /4.67 Mn SNELT 21 Or 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)MAXIMU " A. r� /vS.D. STORM BAR SPACING (FT) S.l� DESID[4 PRESSURE RATINIT 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.667' as 30.0 1 V-0" 1 t'-0" 11'-0" 11'-0" 11'-0" 1 1'-0" 11'-0" 11'-0" W-0.. 11'-0" THIS REGION IS ONLY MD FOR INSTALLATIONS 35.0 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" i 1'-0" 11'-0" 11'-0" 11'-0" 11'-0" If/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 1 V-0" 11'-0" 11'-0" 11'-0'' 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 11'-0" 11'-0" ill-0.1 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" 11'-0" 11'-0" 11'-0" ill-01, 11'-0" 11'-0" 11'-O" ill-01, 11'-0" • W/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" > - 65.0 11'-0" 11'-O" 11'-0" 11'-0" ill-O., 11'-0" 11'-0" i t'-0" 11'-0" • - 70.0 11 I-C)" 11'-0" W-0" 11'-0" ill-01, 11'-0" 11'-0" 11'-0" • 11'-0" • - 75.0 11'-0" 11'-0" 11'-0" 11'-0" W-01. 1l1'-0" l 1'-0" 11'-0" • - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" 1 t'-0" 11'-0" 11'-0" 10'-10" • - - 95.0 11'-0" i t'-0" 11'-0" 11'-0" 11'-0" 11'-0" i l'-0" • - - 90.0 11'-d" 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" - - - 95.0 11'-0" 11'-0" 11'-0" 11'-0" i i'-0" 11'-0" - - - - 11'-0" - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 510.0 11'-0" 11'-0" 11'-0" 11'-0" l0'--10" - - - - - 115.0 11'-0" 11'-0" - 120.6 ill-01, ill-0 " 11'-O" - 125.0 11'-0" ii'-0" 11'-0" 1O'-10" - - - - - - 130.0 11'-0" 11'-0" 11'-0" - - - - - - - 135.0 11 1-0" 11'-0" 11'-0" - - - - - - 140.0 11'-0" 11'-0" 11'-0" - - - - - - - 145.0 11'-O" 11'-0" 10'-11" - - - - - - - 150.0 11'-O" 11'-0" - - - - - t55.0 - 160.0 11'-0" 11'-0" - - - - - - - ME4SUREO IN BETWEEN CENTER LINES OF STORM BARS IN �`� '.�°� `t FLORIDA BUILDING CODE(Non Ergh Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. No.4416 \ o so�T T1 ECO 9LG aP,`� Nautilus C8/24^1D8rT *; �INC. RoHingShaKerS wTe ; '• '�4��\- TROT TURKG t ENGINUIUNG COUP-NYE i XPERT SHUTTER SERVICES INC. s2e sm.eatlwz s:a>zr .we r cresxt.-uto.r..:(xapTl-,v' PORT ST.WM FL 34984 1�-244 G7teeoaect.wm D"wmc Ne •C •'���,�. WS1EN�OTRUf'9-P.E GhllK:Q 'Cb)7t9•fA`.6.�i.[:mo 87f-V.3D RIC o 89",191 bR RlmM1i' b" P.E!'9'e8yf�;WfijU E DATE EWF=A LZ/44187 m I.4,. sKccr 22 mss TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) SECTION S1-Si(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.).&STORM BAR SPACING (ft) STORM BAR SPACING"d'(Ft) � STORM BAR SPACING'e(Ft) OEM= 2' 2.667' 3' 3S 4' 4.5' S' 5.5' 6' 6.667, " 2' 2887' 3' 3.5' 4' 4.5' S' 55' 8' 8.687' 30.0 ARCD A,54A ARCA %B,C,D A,B,C,D AB.C,D ABC.D AACD ABCD B,CD 30.0 ABC,D 0,C,D BCD A.9,CD &HCA BCD BCD BC BC BC 9.5.0 AOC.D AB ASCD A48,CD A. C,D A,BCO ARCD ABCD ARCD &B,C,D 3S0 ARCO AOC,D AGCD ABCD &HCD A,9,C A,BC &BIC &0 A 40.0 R D ARCD AB.CD &BCD ARCD xe,c,o ASC,D HC BCO AB&D 40.0 ARCO A.B.CD ARCD AB.C.D AB.0 A,B,C A.B,C A A A 45.0 B C,D A.0,C.0 AB,C.D AB,CM AB,C.D AB C,0 AB.C,D A9 C D AB C D A.8,C 450 AB.C.D AB.C,O B.CJ) AB AB.0 ABC A A A A 30.0 AB.C.D AB.C.0 AB.CA A.R.C,O AB.C.D AB C,D AB.C,D A9.C.D AB.C.D AB,C SOA B.C,D &B,CD AB,C D A,9,C AB,C A A A A A SSA AB.C,O A B.C.D A.B.C,D AB,C,D AB,C,D A.B.C,D AB,C,D A9,C,D AB.0 AB.0 65.0 AB,C,D B C B C A,9.0 A A A A A A 60.0 BC,D &H,C,D AHC,D AB.C.D AB.C,D AB,C.D AB,C.D A.S.0 AB,C AB.0 50.0 AB.C,O AB.0 ABC AB A A A A A A 0.5.0 R C,D C 0 A,9 C D B,C;D B C,D ABC 0 B.0 A.%C A.RC H 65,0 AB.C.0 A,S C A,8,C A A A A A A A 70.0 ",Co H.CD A9C0 ASCD BCD A C BC A C A9 A 70,0 AB,C,D AB.0 AB A A A A A A 75.0 ARCD ARCD BC,D &BCD BCD BC BC B A A 75.0 B,C,D ABC A A A A A A 60.0 AB.C.O AB.c,D A,B,C,D AB,MD ABC A.B,C AB.0 A A A 60.0 A,9,C AB A A A A A 85.0 B,C D B.0 D A.9,C.0 ".CID AB,C AB.0 AS A A A 050 B C A A A A A A 00.0 AB,C D A.B,C.D AB.CA AB.0 AB,C AB.0 A A A A 00.0 AB.0 A A A A A g5A B C 8 D A R C.D ARC AB.0 AB A A A A 05.0NA A A A A A 100.0 ARCD D BCD AS,C A.S.0 A A A A A 100.0 A A A A 105.0 AB,CD ABA AB•C A.Kc AB A A A A A 105.0 A A A A 1t0.0 A,B,C,O B D AB,C ABC A A A A A A 110.0 A A A 1150 &B,C A B 0 AB.0 ABC A A A A A A 115.0 A A A 120.0 AB,CD A.BC AB.0 AB A A A A A A 120.0 A A A 125.0 AB,C,D B C A,BC A A A A A A At26A A A 170.0 ARCD B ABC A A A A A A A t30.0 A A 135.0 Ae, D AB AB.0 A A A A A A - - - - - - - 135.0 A A A t40A AB.0 AB.0 AB A A A A A A - ]45,0 0.0 A A A - - - - - - t4S0 AB D A,B.0 AS A A A A A A - A A A B,C.D .0 A A A A A A - - 00 A A A,B,C A B a a A A A A - - 5.0 A A - - - - - - 1fi0.0 ABC A S A A A I 150.0 A A - - - - - ANCHORS TYPE LEGEND A 3/8'o CARBON STEEL KWIK BOLT TZ EXPAtISIGN ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5'Min.THICK POURED CONCRETE (Pc = 3000 psi) B 3/9'axt 1/4" POWERS CALK-IN ANCHORS V11 1 1/4'Min. EMBEDMENT*TO POURED CONCRETE (rc - 3000 psQ & 3/8'D-16 MACHINE SCREWS C ANCHORS W 7/8'ALLImo.EMBEDMEENT*TOA,Tl C4'm-20, f8-8 STAINLESS STEEL MACHINE URED CONCRETE 3000 psi) & ••�Ci�/S+••� ;• FLORIDA BUILDING CODE(Non TGgh Velocity Sonicone Zone) 1 �� SCREWS 02017 TV=Luc • taus,er D 5116 0 LTL'//EUILDEX TAPCON ANCHORS w/ *` •44167 ` Nautilus yc : Roubigr5halterSy8ftza 2 1/4'Min.c= 2899 TO POURED - LEC'0 IIKa• EXPERT SHUTTER SERVICES INC. ` CONCRETE(1'c = 2899 psi) ', �Q'\\\ TIWT TESTING dr ENGINEERMO eOYPtNT IM oGl:a waei,n.ww 1626 S.W.SLTIJMM snw 17-244 * = •'\��1\1 ww.,tTgpT.-lm.ro (><sAT.-W. PORT ST.LUCIF.FL SASE4 EMBEDMENT IS BEYOND ANY FLOOR/CEILING FINISH '-.,ONAL E�6,a'' `-m�Ee a�7Oe1"R r 7.n�a. tmI e7 oRAww wo WADER A T¢ut x P.L P.E.S� d RE/DATE RORM ia.y 44167 . n. . sear 23 6<26 . e SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(II)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(ps.fJ,& AMAX.MULLION SPACING(ft)' DESIGN PRESSURE RATING(P.S.F.),&A MAX.MULLION SPACING(FT)` MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN(FT) R UkXLW ©4' "x1/4-MULLiON 4'x8k1/4"MULLION G4-xrxII4'THICK(W RANGE)MULLION .Sj ©4-Wxlt4'MULLION 4U1,114'MULLION G �4'SHiCK tit 0MMUON VERM SPAM PRESSURE SPACING � Il ROW (R)' U1)' o1aFxTanora yt (_} owtalTanaN z D DIr2NranoN t (# CREMATION 62( ) DRIENranov#1 (� oluDt7a1To4!z(p) (v+%) aaTaoN p ORtrTanDN 2 ORDTATIC 1 t= CM04MOR f2 n) aRalTATl #2(p) END R ENO NTVMR ENO MER;OR END INTERIOR END END OtTERICR END INTERIOR END INTERIOR DID INTMOR EW INTERIOR END INTF70fiR 30A 207•-T' 7'-IO- 91-61 7'-Y 12'-0' 9-P 10-7 8'-0' 12'-6' 9'-8- r-B- 12'-6' 30.0 2WY Or 7-107 9'-81 -3- 12-0 8-4' 10'-0- W-01 12'-8- 71-8' 12'-B` 35.0 20'-6' Y-4' 8'-31 8'-9' 11'-5' 6'-8' 101-0' 7'-7' 12'-6' 8'-11' 6'-1 f' 12'-6- 38.0 20'-0' r-4' 9'-3' 6'-9' 11'-S' 6'-8' 101-0' Y-7' 12'-B' 6'-11- 12'-6' 40.0 20--0' 6'-10' B•-110' 6'-4' f0'-11' 8'-1' 9'-7' 7'-3• 12'-8' B'-5' 6'-8` 12'-8' 40.0 20'-0' 6'-10' 81-10' 6'-4' 10'-11' 8'-1' 9'-7' 7'-W 12'-6' 6'-8' 12'-6' 45.0 201-0' 6'-6' B-6' 6'-6' lw-8' Y-6' 9'-3' 6'-11' 12'-6' 7'-f1' 8'-Y 12'-6' 46.0 20'-0' 6'-6' B'-8' 61-6' 10'-6' 7'-8' 9'-3' 6'-I1' 12'-6' 8'-2' 12'-6' Wo 20'-O' 6'-2' 6'-2' 8'-0' 9'-11' 7'-4' S'-11' B'-7' 12'-6' 7'-4' S'-11' 12'-6' 60.0 20'-O' W-2- 8'-2' 6'-0-" 10'-2' 7'-4' V-11' 5'-3T 12--6- S'-it' 12'-6' 56.0 20'-0' 5-11' 7'-11' 5'-9' g'-0' 6'-8' 6'-r 6'-3' 12'-4' 6'-8' 5'-7' 121-6' Ti6.0 20'-0' 6'-11T r-f1' 5'-9' 9'-10' 7'-0' 8'-7' 4'-f0' 12'-4' S'-7' 12'-6' 60A 19'-5' 5'-9- 7'-9' S'-6' 8'-6' S,_r 8'-6' 6'-2' 12•-0' 6'-4' S'-6' 12'-6' 80.0 19'-5' 5'-9' 7'-9' 5'-6' 9'-8' G,-10' 8'-8' 4'-87 12'-0- 5'-6- tY-6' 63.0 96'-4` 1 5-9 7'-9' I Y-4' S'-4' B'-4' 6'-$ 1 5-2 1 11'-10' 6'-4' S-6 12'-6' 66.0 Wmr-91W-1 S-9 7•-9' S'-4' 9'-7' B'-10' 8'-5' 4'-8' W-10' S'-6 12'-6' 70.0 17'-C S=9' r-8' 6'-P 6'-2' E•-3' 8'-2' 6'-2• 11'-9- 6'-3' 5'-6 12'-6' 70A Y-8' 7'-8' S'-4' 9'-8' 6'-10 81-4' r-8' ft'-9' S-5 1Y-B' 754 16--6' 5'-9' Y-T 5'i' 8'-0' 6'-3' 81-0' 1'-2' Il'-7' 6'-3' S-6 12'-5' 754 5'-9' Y-7' S'-4' 9'-5' S-f0T 8'-3' 4'-8' /1'-7' S'-6 tY-S` V.I. Y-10' 6'-3' Y-l0' 8'-2' 11•-6' 6'-3• 5'-6 12'-4' 500 51-9' T-7T 51-4' 9'-4' 6'-10• 8'-3• C-8' 11'-6' Y-5 sr-r 910 95'-0' 5'-9' 7'-7' 5'-4' r-9• 61-3' Y-9' 6'-2' 11•-5' 6'-3' 5'-6 12'-3 50.0 Y-9- 7-7' 5'-4' 9'-3' 6,-10' X-2' 4'-8' 11'-5' S'-6 1- 90.0 W-2 Y-1G' 7'-7' 5'-5' 7,-9- B•-4' Y-9' 6'-3' 11•-S' 61-4' S-7 12'-3 900 W-,O' 7-7' 5'-5- 91-3' 6'-11' 6'-3' r-10' 11'-S 5'-7 12'-3 952 IS'-551 Y-10' Y-r 5'-6' -9 6'-5 T-9' S-4' 11'-5' 6'-5' 5'-8 12'-3 95A 5'-Ir Y-7' 51-6' 9'-3' 6'-11' B-3' 4'-it' 11'-r 5'-8 12'-3 t00D 12'-r 5'-i t' 7'-7' S. Y-9' 6'-B' 7'-9' 6'-4' 11'-8' 6'-6' S'-9 12'-3 100.0 S'-11' Y-7' 5'-7' 9'-3' 7'-0' 6'-2' S'-0' it'-S- 5'-9 12'-J 105.0 12'-2' 6'-0' T-7' S'-7' Y-9- 8'-7' 7'-9- 6'-S' 1/'-S' B'-7' S'-9 t2'-3 tOSO 6'-0' 7-7' S'-Y 9'-3' 7'-1' B'-2' G-111-SS'-4 tY-3 1100 11-r 6'-OT 7'7' 5'-8' r-9' 6'-8' T-9' 6'-6' 11'-S' 8'-8' 5--f0' 12'-J 110.0 6'-0' 7'-T 5'-8' 9'-J' 7-2' B'-3' S'-3' 11'-S' S'-fD' 12'-3 1154 It'-1' S-t' r-7- 5'-9- T-6' 6'-9- 7'-9' 6'-T 11'-5' 6'-91 S'-11' 12'-3 it" 11'-Y 6'-t' Y-r 5-9' 9'-3' Y-Y B'-S- 5-4' it'-5' 12'-3 t264 10'-6' 61-11 7'-&T 5'-9' Y-9' 6'-10- 7'-9- 6'-7' 11'-5' 8•-10' 6'-O' 12'-3 _120A 10'-8' V-11 Y-6' 51-V 9'-3' 7'-3' W-2- S'-5 111'-5' 6'-0' 12'-3 1125A 10'-Y 8'-Y r-7' ST-10' Y-t0' r-0' r-10' 6'-9' 11'-5' r-0' 6'-1' 12'-3 12" 10'-Y ti-Y 7'-7' 5-10' 9'-3' 7'-4T 8'-r 6'-9' It'-S' 6'-1' if-3 1300 9'-10' 6'-3' r-7- 5'-f0' Y-9' 7*-0' 7'-9' 6'-9' IV-5' 7'-0' 6'-t' 1 12'-3 130.0 9'-90' 6'-3' 1-7' S-107 9'-3' 7'-4- 8'-2' 8'-9' tt'-S' 6'-1' 12'-3 136A 9'-5' 6'-4' r-7' S'-11' Y-10- 7'-Y 7'-16' 6'-10' 11'-5' 7'-2' =61-2112*-3 t39A 9-5 8-4 Y-7 S'-11' 9'-3' 7'-S' 8'-3' 6'-10- 1111-S' 6'-2' 12'-3 1140.0 Y-1' 6'-4' 7'-7' ti'-0' Y-1 O- 6'-11' 11'-5' 7'-3' 140.0 9-1 6'-<' Y-r 6'-0' 9-3' r-8' B'-3' 6'-11' 11-5' fi'-3' 12'-3 1450 B'-40' 6'-5' 7'-6' 6'-0' Y-9' Y-4' 7'-9' S-11' 11'-5' 7'-4' 146A B-10 6'-S' r-6' 6'-0' 9'-3' 7'-6' 81-2' 6'-11' 1T-5 6-3' 12'-J 150.0 8'-6• 6-6' 7'-7- 6'-1' Y-9• 7-5 7-9 7'-0' 1 '-5' rte' 15010 e•-6• 6'-6• 7-r 5-1' 9'-3' 7'-7 B'-2' r-0' it'-S' B'-4- 12'-3 11652 8'-3' 6'-6' 7'-7' 6'-2' 7'-9' 7'-8- Y-9' 7'-1' 11'-5' 7'-6- 165.0 6'-3' 6'-6' 7'-7' 6'-2 9'-3 7'-8 8-26-7' 7'-&T 6'-2' Y-9' 7'-7' 7'-9' 7'-2' 11'-S' 7'-7' 16D.0 8'-0' 6'-r r-B' 6' 9'-3' 7'-9' tt-5' •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. ( ND TAULUON I f Z INTERIOR 11' pER A, o _ MULLION 1111 •uCr,;T/ ,,,, ��„ I NN,,11 W� ✓•� FlARiDA BUILDING CODE(Non High Velocity HOrticone Zone) ••. -S`--�-'S'�" ; rL��•�- ; 02017 TILT ECO VM_ Nautilus4 m M: MULLION SPACING:"S" '. �(. E Ci INe. RolllagShalier5ys[e2n 0901: ZE 1pLT 1ESTINO Q ENGINEERING CONI'MY EXPERT SHUTTER SERVICES INC. N / �t 1 6S1"a xw u sa a;voaa c am n mw 1625 5.1M.13LTUORE STREET '-.'�a.E Sa�1 1,111 �•:a- ' rL I t Roc-..G — �sr. 9-0=.r (in)8647,-cm 17-244 AvtHG ire 'rdi Ifff, WALTER w0.��'Jr.P.E. .. ua ar.r P.E.SEAL/SIGNATURE/DATE 174Rfu tic.0 u167 m. 70 . SHUT 24 or 26 SCHEOULElb SCHEOULE2b _FLOOR TOCEILING ITRAPPED)MOUNTING MAX.SPAN(III FOR END AND INTERIOR MULLIONS FORAGRlEN WALLMOUNTING MAX.SPAN(FT)FORENDANOINTERIORMULLIONS FORAGWENA.S.O. A.S.D.DESIGN PRESSURE RATING(p.s.(.).&A 121-0•MAX.MULLION SPACING(0) DESIGN PRESSURE RATING(PS.F.),S A 17-(r MAX.MULLION SPACING(FTI MAXIMUM MULLION SPAN(f0 MAXIMUM MULLION SPAN(M taut. AZA o Jt MO u1 ©4-,6 W MULLION Gt 4'18'1114•MULLION 0 Wx,'xll4'THICK(3(W FLAKE)htULUON pj YIl ©4.18"x114•MULLION G7 4x8'1114'MULLION C2 4'.Mf4'THiCK PRESSM�ACNO SPA1.710 FlA.UCm")MULUON Raw (�' ORr?AADON/1 ORff71TAMN 2(0 ORENTAT10N 1 ORIENTATOU 02( ) M4 ORTArM 1 IEN ORTAD0II l2 0) (Ps61 (0)' aR'EfDAaON if OR OffAIxit1 JZ(0)t ORIEMMfA 1 �T DR OCrAt10N 12 0)T O78ENTATiO.V/2( ) END VAEFWR END WTD60R END I WTETOOR END I 4DERIOR END ENO I NTVWR END INTERIOR E7A O.rERIoR Et•D K=CR END Dt160OR um WEROR 30.0 12'-0` 11-7- W-6- 9'-4- 12'-W 12'-6' 1 tY-8 10-7' 121-4 12'-8' 11'-S' I 12-6- 30.0 12'-0' 9-9 11'-0• 9-9 tY-B- Ir-6' 121-6• 10'-7- IY 19'-3' -1274- 3" 12•-0• fo'-7' 10'-11' W-2• 12'-8- 12'-6' fl'-1f' 10'-0- Ir-6' W-6' f0'-4' 12•-&' 1 35.0 72'-0' 9'-2' 10'-11' 9'-• 12--6• IF-8• it'-fl' 10-C 1r-4 10f-4' 12'-4 40.0 12'-0' 9'-f0- 10'-5' 6'-9• 12•-4 11•-6' 11•-4- a'-8' 121-4 It'-10• 9'-7- 421-6• 40A 12•-0• 9•-9' 10'-5• W-a• 12'-6• It'-8' it•-4' 9'-6• Ir-6' 9'-7• 12-6• 460 121-01 9'-r 10'-1' 8-4' 12•-5' 10'-11• 10'-11• 9'-1' 121-6' 11'-2' 9'-0• 12•-4 4&0 12'-0' W-4' 10'-1' 8'-4• tY-S iB-t1' f0'-11' 0'-i' 1r-6' 9•-4' 121-6• BOA IV-G' a'-9• 9•-a• W-1- 121-0' f0'-4' 10'-7• V-9' 12'-6• f0-7' a'-6' 12•-6" SOA 12'-0' W-11 91-1• W-1' 12•-0• 1(y-4' lo,-T 8•-9IW-91 121-6' 86.0 12'-0" a•-4• W-5' 7'-10• It'-8• 9'-10• 10'-3' a'-6• 12W 101,11 8'-T 121-6' BSA 121-W 7'-0 9-5' T-10' if-a' 9'-10 10'-3• a'-4 1 -6' -1' Ir-&• BOA t2'-0' a'-O' 9'-2• 71-6' 11'-4" W-5' 9•-11' 9'-31 -12'-6• W-7• 1.-9' IY-8' BOA f2'-0' T-6' 9'-2' 21-6' 11'-4• 9'-S` 9'-it' 8'-3' IY-6' -9' 121-6• 860 tZ'-0' 7*-8• 8'-11' 7-2' 11'-0' 9'-1' 9'-4 8•-0- 121-6' W-3' T-5' 11--6• a" Ir-0- 7'-2' r-11• Y-2' ti'-0' 97-1• 9'-6' 81-W 121-6' 71-S' fY-8• 70.0 12'-01 r-r r-8• W-111 lo'-91 81-91 W-S' Y-10• Ir-8• W-it- 7'-2• lr-6' 7" t2•-0' 8'-11' 8'-8' 6'-11" 1G-9' W.I. 9'-5' Y-10` Ir-4 Y-2' 12'-6' 75A 12'-0' Y-i' 8'-6' 6'-8' t0'-6' B'-5' B'-3' Y-B• f2'-6' 6'-7• 6-11• 121-6' TSA IY-0' 6-8' 6•-8 -6• 1C-6' 81-5' r-S' 7'-a' 12'-6' 6'-11' 12'-6' 800 Ir-o• 6'-t1' W-4' 81-51 10'-3• W-2' 1'-0• 7'-5' 121-6' a•-4' 61-W tY-4 800 12'-0' 6'-S' 8'-4• 6•-8' 16-3• a'-X W-G 7'-B' 127-6' 6'-8' !12z-Ar127-0' 9'-6• W-2- 6'-3• 9'-B' T-11' W-10' Y-2• 2•-6• B'-t• 0'-B• IY-6• OSA /2-0• W-3• 8'-2• 6•-3• 1C-t' Y-I1' s'-1C 7'-2' i'-6' S-0' •f2=4' W-6- B'-0' 6'-1' 9-Y 7'-8' 8'-a' 7'-0' f2'-5• Y-f0' 8'-a• 121-6' 90A 12'-0' W-1• W-o* 8'-t' 0'-11' T-8• 6'-8' 7'-0• f'-5' 6'-C 4 960 12'-0• 8'-4• Y-f0' S'-11' a'-8 7•-S' B'-6• 6'-t0• t2•-1• -5' 6'-2' I -6- a" 121-0' 5'-11' V-10• 5•-11• 9'-8• T-6' 8'-6' 6'-f0' 12'-1' 6'-2' •42'-0' 6'-2- T-8" S'-B' 8'-0' T-O' 6•-D' IY-6' 100.0 tY-0' W-9' Y-a• 5'-9' 9•-T T-4' 4-S' S'-6• 17•-9' 6'-0• ' 1050 tY-o' 5-e' 7=t0• 6'-8' T-10' 6'-6• I1'-4 6•-8' S'-t0' 121-4' 1176.0 12'-0' 8'-8' T-T 8'-a' 9'-4' T-1' ' SCHEDULE 16' (LIMITED LOAD,MULUON SPACINGS.SPAN INSTALLATION) SCHEOULE 2b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(R)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN RR)FOR ENO&INTERIOR MULLIONS FORA GIVEN GIVEN A.S-D.DESIGN PRESSURE fts.L),AND FOR IZ.O'(CASE 1)&9-0'(CASES la&II)MAX.MULLION AS.D.DESIGN PRESSURE RATING(p.9.L1,AND FOR 12'4r(CASE 1)&W-O•(CASE 111 MAX- OEM= FiIULUON SPACING(It)•. MAXIMUM MULLION SPAN (ET) MAXIMUM MULLION SPAN 1r, UAYL G 4k6XV4'THICK Gt 4'x8MI04 THICK G3 W'ON4'THIL'K UXLWSp G 4'x6Y14'THfCK G1 4U-X114'THICK G3 2xTdld•TH(CK tawLRO DmmCll y[,MMwOµ (4UI.UON MUlL10N MUU.IONCAsm omm t tL(1!LtCN (dULU011 MULLKk1 SWCkIO If 1:0Zi,4t=(78EMJTON 11 0RENN5MU 11 NAmus 12 L'LV'.A311 llom-m r� t9'ACdq dpt'Atpt It o'o'xrA1x/1/a arrs!6xtgl N wB7rA1e77 11 oE:txutoll!'oRacloEa p ae2n1uDt11 faw) ('�)' (fit (0)t (fit (#t (0)t @4t Ot END (a"J 44t Ot f)t (fit (0)t 94f (0)t E201 0 )t EMEND EaMOR NOMR END WTER'oR _y...`:r.., • MULLION END 6YIEPICR END NT" 9Ifmo t ENO RItERDR 300 121-0- - 121-6' 121-6• 12'-6' 12'-6' - 11'-o' z SDA 72-0" - 12'-8' tY-6- IT-6- 12"-4 - 11'-0' J60 12'-0' - 12'-8' 12'-8' 11'-+1' 12'-8' - 1+'-O' 3" 12'-0' - t2'-8' 121-6• W-111 fY-4 40.0 12'-0' - t2'-B' 14•-8- 11'-4• fY-6' - 11'-0• 400 i2'-0• - 1Z'-6' it'-8' ll'-4• 12-6' - 11'-0• 460 12•-4• - 12'-5' ig-it' 10'-if' 12*-4 USE) 460 12'-0• - 121-s• 10•-11• 10'-11• 12•-B' - 71'-0' i CASE{' _ - 60.0 Ir-4" - 121-0' 10•-4' 10'-7• 12'-6' - 11•-o• INTERIOR 550 12'-0' 12•-0• 0'-4' 10'-1' 121-4 11•-0• MULLION WA 12'-0• - 11'-5' V-10• 10'-3• 121-4 - Ir-0• 650 12•-0' - 11'-8' 9'-10' W-11, 12'-6' - tt'-0• BDA 12'-0' IV-4' 9'-4 21-11' IK-4 BOA 12'-0• - t1•-4• W-4 9'-11' 12'-8' - 11'-o'• 1_ BOA 1'-0• 11'-3• 9•-4• 91-11' ffOd i'-EC H'-T 9'-4' 9'-Il* t2'-6- - 11'-0' 8'-o- 9'-0' 9'-O' 300 8-0" - 12'-8' 12'-6• 12'-6• 72'-6' - 11'-0' ,,.�}.....,,,,•�••„-S, no 6'-0• - 12'-6' 12'-6' 12•-6• 12'-6' - 11'-0' S"f 5 35.0 8'-0' - 9'-0' 9•-o' 9'-0' 9'-0' - 9'-0• MULLION SPACING "S.. 40.0 $'-w - 9-0 9•-0' 9'-0• al-W - 9•-0' 400 8'-0• - 12•-6• 12'-6' 12'-6' 12'-6' - 11'-0' 45,0 W-W 9•-0' 91-0-1 9•-0' 9•-O' 9'-0' 460 8'-0' - 12'-6' 12'-6• 12'-1' 12'-6' - 11'-0' GLSEh 604 5'-0' - 9'-O' 9'-0' 91-0' 9•,-0'• - 9•-0• 60.0 W-VI - 12•-8• t2'-6• 1Z•-1' 12'-6' - 11'-D• 680 5'-0' 9•-0' W-0• 9•-0' 9'-0' Dao W-4• - 121-6• 121-6• 112-4• l2'-4 - 11'-0' •MAXIMUM MULLION SPACING SHALL BE SUCH aa.0 a•-0' - 9'-6' 9'-0' 9•-4• RY-D' - a•-4• 60.0 W-0' - 12'-2' 12'-24 11'-4' 12'-20 - 11'-0- O>mQ' W.e W-0' 12'-0• 121-0' f 1•-a• 121-0• 1 f-o• THAT MAX.ALLOWABLE SLAT SPAN FOR THAT 6" a'-o• - 9-0 9'0' 9' 9'-o' - o'-o' 30.0 67-0- s'-o•-. s•-0' s'-0• 9'-0' 9•-4' DESIGN LOAD SHALL NOT BE EXCEEDED. 70.0 al-W - 9'-0' 9'-0• 91-01 91-0' - 91-0' 3" 4-0' - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-0' 750 8'-0' - S'-O' 9'-0• 91-0' 9'-0- - W-0• 40.0 8'-O' - 9'-0• 9'-0' s'-o' s•-o• - 9•-0• f MULLION ORIENTATION IS AS SEEN FROM THE eo.0 a•-o• - 9•-0' 9•-0' a'-o• 9•-0• - 9•-0- 48.0 a•-0• - 9'-0' 9'-4• 9'-0• 9'-0• - 9•-W OUTSIDE(EXTERIOR)OFPRpp S&O 61-0• - 9'--0' 91-01 9'-D• g•_o- - g•_o- 60.0 4-0• - 9'-0" 9'-0' 9'-0' 9•-0' - 9'-0' 11. ^�U,►y... 90.0 8'-0' - 9'-O• 9'-0' 0•-0• 9•-O• _ 9•-O• B.-0. g._0. 9._O. _ g.-0. 111 P M('.f1 M.T/ 950 5.-0. - 8.-0. 9.-O. 9.-0. g.-0. SOA 6'_o. 9._O. 9'-0• 9'_0. 8.-O. 141 rJ UV WA .�' 1060 5' - '-0' 9'-D' g'-0• 9•-0" - W-o• CA9EQ: 610 8•-o• - 9,-0• a,-0• 11-0• 91-0- - BUILD 70.0 6'-0' 9'-0' 9•-0• 9'-0' 9'-0' 9'-0• P �'9` FLDRIOA ING CODE(Non High Ve(odty Hafffcona Zom) 760 B'-0" - 9'-0• 0-4 - 9'-0' - 9'-0' S, %S 02017 Tq.-,=M D¢1B1 EM 6DA W-O- - 9•-0' 9'• 9'-0' - 9•-D- y, : ; NaiZfIliIS 9•-0• 3•• s'-o• - 9'-0• O'. A ■ C/� Ra111agn.a.'Sya(Sm W124117 960 &-o• - 9'-0• B•• 9•-0• - B•-o• ` '` Gy O INC:. am 9'-04'• s �, 1DwT T15Twa A EN9 Nftau+c ca1+rANf EXPERT SHUTTER SERVICES INC. 100.0 g-0' - 9'-0• '• e'-0- - 9'-D' / ey,(.cSr_ 1 a_ns w.x s,a.xa.�A•owava_M Ulm 1626 S.W.UTBOTE STREU 17-244 'NOTE:�GEBOLTTANCHOR.SEE SCHEDULES &2ON SHE T 10AOR POWER FASTENERS, •ALE G��11�{t-1111) "°�®' �1o9a wm 1�1 �(9m)74o-gene,MI.(37rA$7+-010 aaA9ow w WALTER A ILLR J`P.E. �' ua •� ° r� P.E.SF-AL/SIGNATURE/DATE nM R;c.1"167 .e.w. . St1IIT 75 0f7b A f SCHEDULE is 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(p.s.f.).& A"P-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),&AND T-0"MAX.MULLION SPACING_ SPACING(ft)• F MAXIMUM MULLION SPAN(FO MAXIMUM MULLION SPAN(FO UAX DO j ©4'xS'x14'MULLION 01 4'SB'kt/4"MULLION G2 4VIAWTMCK(3!8'FLANGE)MULLiON ©4'k6kt/4"MULLION @ 4U"xi4 MULLION G44V*t11A'TIXK RATM SPACM RATNO SPAtAFO (P •) ( LRQtDtnou Pt O RIENTATION z(6) vtrENTATaN Of oaENTAnoN t2( olaFavuTrou PI oRgNTAnori f2(�) �'�) (�• DREfiTAT1O1 PI am.xutnoN 2(0) oRENTAnoN 1 (�! oRENTAraN P2(�) aaa4renoN tz( ) MO OJT17t10R M W;t DID OdREWOR END WIERICIR o END INTMOR END WIMCIR END WtIMOR END INIERXIR END MiERZtOR END OOEIBGR SOA T-O" tY-6' 12'-8 1Y-6' IY-8 Ir-6' IV-6' 12'-6' IV-6' 12'-8' 1 -6' 7'-IY Y-6' /2'-8 12'-6' 12'-6' 1Y-6' 12'-6• W-6' 12'-6' IY-8' Ir-6' 3" Y-0' 1Y-8' fY-6^ 12'-6' tY-6' 1Y-8' tY-6' 12'-6' 12'-6' 12'-6• IY-6' 7'-0' lY-6' tY-6' 12'-B' 12'-8' 12'-6' 12'-6' tY-B^ 12'-6' 12'-8' 12'-6' 40AY .r.-B' t2'-6' 12'-6' 12'-6' t2'-6' 12'-6' 12'-B' 12'-6' 12'-B' tY-6• 7'-0' 12'-6' tY-6' 1Y-8• 12'-61 tY-6' IY-8' 12'-B' 12' 12'-8' 1Y-6'46.0 T-0' 12'-6' 12'-O' IY-6' t2•-B' tT-6' 12'-6' 12'-6• 12'-B" /2'-6" 12'-6' �Q__ 7-O' 12'-B' 12'-0' 12'-6' 12'-6' 1Y-6' 12'-6' t2'-6' 12'-6' 12'-6' 12•-6' WA Y-O' 12'-8 11'-7' tY-6^ t'-8 tY-8 12'-6' 12'-8' 12'-8 12'-8 fY-6' 12'-8" tl'-Y 12'-6• '-8 12•-8 f2'-8 12-8' fY-8 12"-6' 12'560 Y-D' Ir-8 Tt'-S' tY-6' 12'-6' 12'-3' t2'-8' tY-6' 12'-8' 12'-6' 12'-6' 7'-0' t2'-8' 11'-3' 12'-8' 12'-8' 12'-6' fY-3' 1Y-8' 12'-6' 12'-8' 12'-6' 6" 7'-O' tY-8' 10'-1t' 12'-6' lY-6' 11'-11' 12'-6' 1Y-6' 12'-6" 12'-6' 12'-8' Y-0" fY-6' f0'-1t' 12'-6' 12'-6' 17-6' 11'-11' tY-6' IY-6' 12'-6' 12'-8 6" T-0' tY-6' tO'-6' ' t2'-6' 12'-6' tY-7^ t2'-6' 12'-B' 12'-6' 12'-6' 1Z'-6' 650 7'-0' 1Y-B' 10'-8' tY-1' 12'-6' 12'-8' 1V-7' @'-8 fY-8' 12-8 12'-8 700 T-0' t2`-6' 10'-5' ' 12'-8' 12'-6' 11'-3' tY-8 12'-6' fY-6' IV-6' t2'-6' 0-4' tY-B' 10'-5' it'-8' f2'-B' 12'-6'- il'-S' W-8 12'-fi tY-8 12'-6' 760 Y-0' 12'-t' t0'-Y W-11' IY-6' 12'-6' tt'-O' 11'-11' 12'-6' 12'-8' 12'-6' 12'-8' Y-6' 12'-1' W-2' f0'-11' 12'-6• 17-8' it'-0' lt'-tt' IY-6' IV-9" 12'-6' 80.0 7=0' 11'-6' 9'-11' 10'-6' W-4' 12'-6' IO'-10' W-5' 12'-0' 12'-8 11'-11' tY-6' �JIQ,Q_ '-0' 1'-6' 9'-11' IC-6' 12'-4' 12'-6' 10'-t0^ W_V* 2'-8 1'-1f' 1Y-8' 116.0 7"-6' It'-0' 0'-9' IO'-Y IV-11 t2'-8' 10'-Y 11'-0' 12'-6' 12'-6' 11'-4' 12'-6' 7'-0' 11'-0' 9'-9' 1 '-2' IV-1' fY-8' 10'-7' 111-0' 12'-6' 1t'-C 1Y-6' 900 Y-O' 10'-7- 9'-7' 9' W, it'-10' 1Y-5' IO'-5' /0'-6- 12'-6' 12'-2' 10'-10' 12'-6' Y-0' t0'-7- 9'-7' W-10• ti'-f0' fY-S' 10'-5' 10'-8' IY-6' f0'-t0' IY-6' 980 7'-6' IO'-2' 9'-5' 91-8 11'-7' 11'-it' 10'-2' t0'-4' 12'-8' 11'-9' f0'-5' IV-6' Y-0' 10'-2' 9'-5' 9'-8' 11'-7' 11'-1 f' 10'-2' f0'-C 12'-6' 10'-6' 1Y-6' IWo 7'-0' 9'-ILr 9'-.!' W-3' I1'-5' 11'-6' 10'-0' 10'-1' 12'-6' 11'-5' 10'-1' lf-6' .0 Y-0' 9'-10' '-3' 9'-3' 11'-5' 11'-6' 10'-0' 10'-1' 12'-6' t0'-1' 12'$ 106.0 7'-0' 9'-8' 9'-1' W-t' 11'-3' it*-2' a-10' 9'-10' 12'-6' I1'-1^ 9'-6' 12'-6' .O '-0' 9'-6' 9'-1' W-1' IV-r 11'-2' 9'-10' 9'-f0' 12•-6' 9'-8 12•-6' tfOA T 0' 9'-S' 8=it' 8'-ifY 11'-t' 10'-t0' 9'-9' 9'-T 12'-6' 10'-9' 9'-S' 12'-8' 7-0' 9'-3' B'-tY 6'-f0' 11'-1' '0'_I.- 9'-9' 9'-T 12'-6' 0'-5' 1150 T-0' 9'-0' 8'-t0' t3-7' ID'-11' 10'-7' 9'-7' W-5• 1Y-8' 10'-5' 9'-1' W-6' 7'-0' 9'-0' B'-10' 8'-7' 70'-I1" /0'-7' 9'-7' 0'-5' t2'-8 0'-1' fY-8' 1200 Y-O- 8'-9' 8'-e B'-5' t0'-9' 10'-T 9'-5' 9'-3' 12'-6' 10'-2' 9'-10' 12'-6' 120.0 7'-0' 8'-0' C-8' 8'-5' 10'-9' 10'-3' 9'-5" 9'-3' 1Y-6' 9'-10' 12'-b' MA Y-0' H'-b' 8'-7' 8'-2' 10'-7' 161-0' 9'-4' 9'-1' 12'-6' 9'-il' 6'-7' t2'-6' 7'-8' B'-6' 8'-Y 8'-2' 10'-T 10'-0' W-4' 9'-1' 12'-6' 8'-7' 12'-6' f300 Y-O' W-4' 8'-5' W-0' 10'-6' W-9' 9'-2' W-11' I 12'-8' 9'-9' 8'-5' tY-B' '-0' B•-4' Wv B'-O' 10'-6' 19'-9' 9'-Y E-11' 1Y-6' 81-5' 121-6' 1310 7'-O T-2' 8'-4' 7'-9' W-4' 9'-7' 9•-1' W-9' 12'-8' 9'-6' 5'-2' 12'-8' 135,0 Y-O' 8'-2' 111-4' Y-9' 10'-i' 9'-Y 9'-1' B'-9' 12"-8 B'-2' IV-8 1404 Y-0' 8'-0' B'-3' 7'-7' 10'-1' B'-4' 9'-0' 8'-7' t2'-8' 9'-4' B'-0' 12'-6' 7'-0' 0'-0' B'-3' Y-7' 10'-3--19'-4' 9'-0' B"-J' 12'-6' 8'-0' 12'-8' 1460 7'-6' 7'-f0' 8'-2' 7'-5' 91-9' 9'-2' B'-10' 8'-6' 12'-6' B'-2' 7'-10' 12'-8' 146.0 7'-0' Y-10' 6'-2' Y-8 10'-1' 9'-2' 6'-10' B-8' t2'-6' 7'-1RY 12'-8 1500 7'-O' Y-8' 8'-1' 7'-4" W-5' W-6' 81-9' 8'-4' 12'-8' W-11' -B' 1Y-6' A Y-0' 7'-6' 8'-t' Y-4' 10'-0' 9'-0' 6'-9' B'-4' 12'-b' 7'-8' 12'-6' 155.0 7'-O' 7'-8 8'-0' Y-2' 9'-2' W-10' 8'-8' 8'-3' 12'-5' W-9' Y-B' tY-6' 165.0 r-0' Y-6' 8'-0^ 7'-2' 9'-10' B'-f 0' 8'-0' B'-S' 12'-S' 7'-6' 12'-8 160.0 Y-O' Y-4' 7'-1I' Y-0' T-10' W-6' W-7' 8'-i' 12'-2' B'-B' T-5' 12'-6' 160.0 Y-0' Y-' J'-11' T-O' 9'-9' 8'-6' (i'-Y B'-1' 12'-Y Y-S' 12'-6' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT 13E EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. NO MULLION z 0 INTERIOR pQ.. MULLION ,�: .' `�'g(�iy w t, FLORIDA BUILDING CODE(Non High Velocity IIurrlcono Zone) 026171IL,Im WG Nautilus ON 811 1� MULLION SPACING:"S" l2olliugShaKorS IL ECOm.. �DATE . r. EXPERT SHUTTER SERVICES INC. L 1ST SS TILLff TE4TW0 A ENGWEERING COYP/NY _ T� �a�..u•a w.�,,..a.r.�,n a,ee 1626 sw.Bt.IYVRE STREET 17-244 / A� 1 {v •,o. (xs>4r,-,v0.rm,Iw1er,-,ss, �••AL rj ti1(t �-I®-W0679 L PORrt -1 u OUL(7fl)8e1,-0]10 OPAWDO NO WALTER A.it;LIT Jr.P.E, uc r gym, moot ort P.E.SEAL/SIG RE/DATE FLUMA I.o P 44,67 SHEET 20 Or 26