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Home My WebLink AboutProduct ApprovalFlorida Building Code Online Page 1 of 2 +ProfessionalRegulation .• ii Bcls Home Log In User Registration Hot Topics Submit Surcharge Stats & FactS Publications FBC Staff KI -1 Site htap Links Search Professitnal 4 Product er al USER: PublicicUser sUser durt A raves Menu > product or Auuhcnldon Srnrctt > 60410011011 List > Application Detail FL # FL12246-R3 - Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email 1626 SW Biltmore ST FL1Z•:46 R3 C;J1 �XPEFT SHU�ICFS- FNr. Port St. Lucie, FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Helssenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie, FL 34984 2002 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michaei Heissenberg Address/Phone/Email 1626 SW Bellmore St. Florida Licensed Professional Engineer or Architect Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert0a9L[om Category Shutters Subcategory Roll -up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 'V Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tilfit Jr., P.E. Evaluation Report Florida License PE -441.67 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Jr. Sections from the Code http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq vzRNLe5g4OV.-. 8/20/2015 J Validation Checklist - Hardcopy Received Certificate or Independence FL1Z•:46 R3 C;J1 �XPEFT SHU�ICFS- FNr. tJ.AIITiLl15 ROLLIN(; SHIITTFP SYSTEM C I DRWG. 15-071.ndf Referenced Standard and Year (of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996, E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq vzRNLe5g4OV.-. 8/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Data Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FSC Approval 06/28/2015 Date Approved 08/18/2015 (Summary of Products M (Model, Number or Name Description ((FL 12246.1 (Nautilus Rollino Shutter System Nautilus RoINT Shutter System Limits of Use Installation instructions Approved for use In HVHZ: No FL12246 R3 It EYPPRT SHIITTFR SFRVICFG INC N Approved for use outside HVHZ: Yes sH[ WFR cy<TFM npwc r c h7iqof Impact Resistant: Yes Verined By: Walter A. Tlllit PE Wl Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: State Missile Level 'D' wind zones 1, 2, 3 and 4 (ba51c protection Evaluation Reports only). Pressure rating: +30, 30 ps.r, at 20'-0' Span and +160, -160 F112246 R3 AE EXPERT SHATTER :TERVICES INC NAUTTUq pS.f. at 8'-0- span with 1/2' slip. See sheers 15, 16 and 20 for additional ROLLING SHUTTeR vSTEM PER O wG 15.071.,df pressures and spans. Created by Indeben�ent Third Party: Yes Contact 1%£ ;: roan Nonh Mno— Gtrrer Tallahat— FI 1649 phone: 850-487-1824 The State of Fbrlda IS an AA/EED empbyer. Coovwahr lmll-l0111.1r M Flomm :: pclyaev Statement :: Accnscmlllry Glatemnm :: Refund Statement Under Florida law, ¢mall addresvea are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic Mail to this entity. Instead, Conrad the office by phone or by traditional mall. If you have any questions, please Contact 850.482.1395. 'Pursuant to Section 455.275 (O, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have One. The emaib provided may be used for offldal communication with the Ikereme. 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 avallable to the public. To determine If you are a licence under Chapter 455, F.S., please crack SSR. Product Approval Accepts: a] © EHI CreditSAFFdE http://www.floridahuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvzRNLe5g4O V... 8/20/2015 GENERAL NOTES: NAUTVOL 11FFD EN 11 FOR COMG SHIJITUER >LLMICE AC ORW.CE WTDEN I ME n EDITION) a THE ROTIOL UI DBU� DI GECODE. NAUTILUS RMLNG SHUTTER SMEM SIAL NOT BE INSTALLED AT HIGH VELOCITY NURRCANE ZONES (YAM-OADE /BNOMANI COUHIIEE) DESIGN WHO LOADS SHALL BE JEttRMNEO AS PER SECTION 1609 OF ME ABOVE MENTIONED CODE. FOR A BASIC WHO SPEED AS REQLARED BY TIE JWLISDICTON WHERE MSE SIHIMERS MALL BE INSTALLED a0 A 0 RECIN x JIT FACTO KPIC 85,IUSI ASCE 7-10 PO MCIALLATpNS UNDER 2D10 FBC MIT SHALL NOT EXCEED THE MMIMUM (AS 0) DESIGN PRESSURE RATINGS INDICATED ON SHEDS 15 IHN IB R 20 TNA 26. N ORDER TO ARIF' TOE ASM CONDITION. ULTIMATE OES'CN WND LOADS DETERMINED PFR ASCE 7-10 SHALL BE MST REDUCED TO A.&D. OE40N MIND LOADS BY MUITIPLWNG MEM Br 0.6 IN OMEN TO TO COMPARE MESE W/ WK. (ASO) ORO PRESSURE RATINGS NgGIED ON SHEETS 15 MRI. '5 k 20 MPU 26. 2, IN OOP TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E D. A' TESTED WERE NOT OVER STRESSED, A 335 INCREASE H ALLMYABIE STRESS FOR MIND LOADS WASUSED N HEIR ANALYSIS FASTENERS SPACINGS TO MEW HUK BEEN DDERUND [ IN ACCOROMICf W IN H D.S. 2012. NAUTILUS RCU HC SHUNTER S'SIEM'S ADEMA.'Y FOR IMPACT AND MLIC RESSIANCE HAS BEET, VERIFIED IN ACCORDANCE WEN SECTION 1600.1.2 OF TME ABOVE MENTIONED COOS AS AMERICAN TEST UB O SOIN FLORIDA REM I 1D30AS TA AS PER Au E 1996-05. E 141416-O5 AND E 330 STANDARDS. OUALIMNG INSTALLATIONS F WHO ZONES 1, 2, 3 8 4. WISI TYPE D AND ONLY APPLICABLE TO BASIC PRO'ECD'JN INSTALLATIONS. AS DEFINED BY SECTIONS 62.11, 62.1.2 AND 63 OF ASN E 1996 SEE SHEETS 19 4 2C FOR b]IIOW1 UMfAIOS. 3 ALL ALUMINUM EXTRUSIONS SHALL BE 6DO-T6 ALLOY (UNLESS OTHERWSE NOTED), SEE SHED 2. 4. ALL STREWS (EXCEPT NO PDENIIO SCREW ) TC BE STNH:ESS SIEU 3M O 316 SERIES WIN SO Ku MILD STRENGTH AND 90 Le. TENSILE M dt CCRRG6KN RESISAD COATED CARBON STEEL AS PER DN 50018. ALL S.D.S. ARE TEN BODY$ WMALFACTJREO BY Id BIRLDEK N SHALL COMPI W/ FLLARDA BUM1pNG COX SECTION 2411.3.3 4 5, SOUS TO BE ASTM A -W7. G IVAN6ED O MSI .MN qe 316 SERIES ST/A:IESS STEEL WIN M NY NYluuu YIELD SMIMM. 5 NAUTILIS ROLLING SINTER "TEV BEARS L'S. PAINS 16,095.225 AND /7.409,9410 ). ANGORS IC WALL FCF I'JE RML SWYL BE AS FCLLOAS. (A) 70 EXTNC PORED CONCRETE MN. 3000 aza. COPRESS,E VRIMM. -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED W MIN BUILDER. INC. -3/60 KAP( B(L' 3 MMES AS MANJFACMRED BY NLN. INC A 1) MNMLIM EMBEDMENT INTO POURED CONCRETE SMALL BE 2 1/4- FOR 5/16•PTACO XL ANCHORS k 2 '/2" FOR 3/8-P KWX BMT 3 ANCHORS. H0 EMSEDIA IMO STUCCO SHALL BE CONSIDERED AS PART O ME REWIRED EMBEDMENT A.2) MINIMUM EDGE DISTANCE (E0.) IMO POURED CCNLRET SMALL BE 4' FOR 5/161 CARTOON XL ANCHORS O 5" FOR 3/8'0 KWIX BOLT 3 .WCNOS. EDGE CSIMCE S BEYOND ANY FINSN NATERA, A3) IN CASE THAT PMCASS STORE. PRECAST CONCRETE OR BRICK PANELS. VENEER O PAXERS BE FOUND O ME EXISTING WALL O FLOOR. ANCHORS SIMLL 6E LOG ENOUGH TO REACH inE MAIN SML17UW BEHIND SON PANELS (B) TO EXSINO GROUT FILLID CELL CONCEDE BLOCK WALL: ASTM C-90 -5/161 TACO XL AIHCNOS. AS MMUFACTURED Bf IM' BUILDER. INC. B. 1) MNMUM EMBEDMENT O 5/16•P TAPCON M ANCHORS IMO ME GROJI FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 I/a' NO TMBEOMEM Ni STUCCO SMALL BE CONSIDERED AS PART OF ME REQUIRED EMBEDUEW 02) MINIMUM EDGE DISMNCE (ED) O 5/160 TARO XL ANCHORS INTO CROUT F4;E0 CELL CO^.RETE BLOCK S1 BE 4'. EDGE DISTANCE IS BEYOND MAIN FINISH MATERIAL, B.S) IN CASE THE EXISTING WALL OR DONE. PRECAST FLOOR. ANI SHAL BE OF .OWI THOUGH i0 REICH THEE MAIN OR 5 FBE AFOUND ON UK BEHIND SUCH PANELS (C) TO EXISTING WOOD PRIME BUILDING SPRUCE PINE-FN-SOUM (G-0.36). OOWUS-FlR-SCUM (0046) OR SOUTHERN FINE 12 W/ G - 0.55 MIN. -5/I6•P TAPCCN M AN RIMS, AS MATIVACTJNED W IM BINIb=Y, IN- C 1) MINIMUM EMBEDMENT O CAREEN XL ANCHORS. IMO ME WOOD FRAME UNI SMALL BE 2 1/4' PHYSICAL FIRENZE) PENETRATION NO EMB•EDINEN INTO FINISH MATERIAL 414E BE CONSIDERED AS PMT OF THE REQUIRED EMSEVII C.2) NJINMUM EDGE DISTANCE (E.D) OF TARON ANCHORS, IMO WOO SHALL BE 2 1/4'. EDGE OISIANCE IS BEYOND ANY MN.SH MATRA C3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE O BRI_] PANELS. VENEP OR PAVERS BE FCKMD ON THE MING MAKE. OR FLOOR. ANCHOS SHALL BE LONG ENOUGH TO RUO THE MAN STPUCTLRE BEHIND SUCH PANELS -- - B. ANCHCR5 SHALL BE 'INSTALLED FMLOWAS ALL OF THE RECOMMENDATIONS MC SPECFIUTONS OF 71E MORON'S MANUFACTURER. 9 METICIS RECIIAEC IO STORM BARS CONNECTIONS SMAEL BE AS SDECFIED O APPLICABLE SECTIONS SIKhW ON SHED B -31ITI 1/1- GU( -MS VAVUFACIUN(D BY POWER FX!D NERS. IVC -1/4'9.3/4" SOLD -SET MAWFKTUREp BY ALL POINT, INC _3/8.9 MIT BOLT R MANUFACTURED BY HILI. MC. -5/169 TACO WNUFPCIURLD W FIW BULMX. NK M.NWUM EDGE C'SAHS AND SPACNG IO ASPS E NTNNED ANCHOS SNYL BE AS WOIOTED BELOW JR AT ABOVE MENTIONED SHEET EDGE D51MCE ANO EMBODIMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT GROUT FILLED OR MOO Is" IVIG O INC EOE INSTANCE O INC CONCRETE CONCRETE BLOCK 3/8-0.1 1/4' CALK -M 3 3/.-! I/2• 1 1/4• (3000 RN) NOT ALLOWED 1/4 _01 SOI1D-SfT 3' i' 7/41' (3000 W.) NOT ALLOWED 3/8'9 KMK BOLT TZ 9 2 1/2• (300 RFI) NOT ALLOWED 5/16-f TAC.OX XL 3 3/4 3 /8' 2 1/a' (2899 AM) NOT ALLOMED 10. ANCHORS REWIRED FOR MUJ-TON CONNECTIONS SHALL BE AS SPECIFIED O APRCAELL SECTIONS SHOWN ON SHEDS 19, IO. 11 11 A.'2, 120. 13 6 I -KWIK BOLT TZ "PI ANCHOR WHFF{NPED W H_I, INC. -HS-II SLPEB ANCHOR MAIVFACTUREO Bt NE-. INC. -WEDGE-BOLT ANCHOR MANUFACTJRED W POWER FASTENERS. INC. MINIMUM ECCE DISTANCE AND SPMWG FOR AEM MENTIONED ANCHORS SHALL BE AS INDICATED KEW O AT ABOVE MENTIONED SHED EDGE INSTANCE AND ENBEOENS APE BETON AO' PNSN MATERIA. 11 THE INSTMLAION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES MACH REMAIN IN CONTN1.0U5 CONTACT WAIN THE BUILDING TO PREVENT WND/RAN INTRUSION. CAULK ANO SEA PRODUCT RACKS ALL AROUND FULL LENGTH. 12 H SPUME BE THE PEBPoNYBIIIIY OF ME C(MIW.C7M TO LTAiY ME SOUNDNESS OF ME SRUCIME WHERE PRGOUC IS TO BE ATTACHED '0 IVSVRE MORIN MKNCRAGE. MS PRODUCT SHALL CNLY BE ATTACHED 10 COL'RFT, CCNCRDE BLOS.X O W000 FRAME BUIMICS, 3. 005 PRODUCT'S INSTAUFOI. SH41 COMPL W1M ALL SPECS INDIGTD IN THIS DRAWNG PLUS MY BUILDING AND ZONING REGVUPOB PRcMwED BY THE JORSD!CION WHERE PERMIT S MPUED 10. 14. LIFTING MECHANISM HOT PART OF 005 APPROVAL. 15. (P) THIS P.ED. PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.a. WIERE ME SIE CODTOB OEHATE FROM THE P ED (a) COMPAI TO BE RESPONS•BIL :OR THE SDECION, PURCHASE AND NSTAIAl10N I1 LUONC LR SMFIY OF THIS PKI BASED ON THS PE.D PROWDED HE/SHE DOES HJT DEVIATE TNOM THE CONDITONS DDALLED O THIS DOCUMENT. CONSTRUCTION SAFM AT SITE IS THE CONTN:.TO'S NESPONSMILIIY. TO FNS III WLL BE COS DERED INVALA 6 ALTERED ITT M• MUT,S. (a) ME SPECFIC PRWECTS SHALL BE PREPARED W A FLUROA RCGISTEREO ENGINEEF O ARCHITECT MNIO WRL BECOME THE ENGINEER OP RECORD (EOR.) FOR ME PRO.'ECT AND WHO MALE BE RESPONSIBLE FOR ME PROPER USE OF THE KED. ENGINEER RLOf EC, , ACTING AS 6 EAT; M FOUR A OELEGATG HI E 0E.D. ENGINEER. SHLLI YIBMH TO THIS UTFIN ER E STE SPECIFIC (a) MIS P,E.D. SMALL BEAR ME DATE AND DECIMAL S AND AOATURF 07 THE PROFESI ONA ENGINEER OF RECORD MAT PREPARED I. PRODUCT MANUFACTURER'S VOEE STILL. BE LC)CA.TO ON A READ'LY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE *I SER'ON '710.8.3 OF ROAN BUIDIAG CCM. ONE' L SHALL BE P/u/�j FF R CANING. GIgUCJ NG TO MPI MTM SECTION 1710 M .82 OF E MCRIM BOLENG CDY1 SNAL PW.Y dE USCD FLORIDA BUILDING BUILDING CODE (Nan Bgn B 2000) WKIE , u,WCace Wli�y`E. '•�. •�^ 0.11 TLI IN INE STATE 0! ADMIX 711T. IK NQutilus _ P.L 5 Rmz $hath[ sy 1.. w/IOL; N �ILkEC0INRC T EXPERT SHUTTER SERVICES INC. q; [sF.,w MRIn„[N.c ^Pv P...no 9 .mMT..ei. n 1626 SW aIIPCHL ,.CTT _ 0.'m.. -X • PM' ET IU[N .L ALAN 5ma)] TeMR.E RNJ ,n-WM.•A 10.b. M. w . N A F IT . P E p� ..1E gIXIpIo„u6T �F-i r �i i��MM[1,M,. N EMBEDMENT O IN. GROUT FHLELD OR ANCHOR SPACING O 10U1C EDGE DSTANGE O 1005 CONCRETE CONCRETE BLOCK 3/41 HOOK BOLT R 22' 9' 4 3/4' (3000 PS) NOT ALIGNED 1/2'P KIMK 801.1 R 22 1/2' T 1/2' 3 1/1' (5000 PSI) NOT AILDW£n 3/0H0 KtlK BOLT R 6' 4 31W 2• (3000 FSO NOT .ALLOWED 3/41'0 FOS -H SCREW A. 5- 2• (SONO PS!) NOT A CWED 3/B'0 WEOM-BOLT 4 1/2' 4 1/2• 2 1/2' (3000 PSI) NOT ALLOWED 1/2•P WUI 9RII OR @L 811 6' 6' 3• (SOBO PS) NOT ALLOWED 5/B"9 WE. sm, S 0941 bT 2 I/Y 7 1/2- 2 1/2' (3000 PI NO- ALLOMT.D 11 THE INSTMLAION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES MACH REMAIN IN CONTN1.0U5 CONTACT WAIN THE BUILDING TO PREVENT WND/RAN INTRUSION. CAULK ANO SEA PRODUCT RACKS ALL AROUND FULL LENGTH. 12 H SPUME BE THE PEBPoNYBIIIIY OF ME C(MIW.C7M TO LTAiY ME SOUNDNESS OF ME SRUCIME WHERE PRGOUC IS TO BE ATTACHED '0 IVSVRE MORIN MKNCRAGE. MS PRODUCT SHALL CNLY BE ATTACHED 10 COL'RFT, CCNCRDE BLOS.X O W000 FRAME BUIMICS, 3. 005 PRODUCT'S INSTAUFOI. SH41 COMPL W1M ALL SPECS INDIGTD IN THIS DRAWNG PLUS MY BUILDING AND ZONING REGVUPOB PRcMwED BY THE JORSD!CION WHERE PERMIT S MPUED 10. 14. LIFTING MECHANISM HOT PART OF 005 APPROVAL. 15. (P) THIS P.ED. PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.a. WIERE ME SIE CODTOB OEHATE FROM THE P ED (a) COMPAI TO BE RESPONS•BIL :OR THE SDECION, PURCHASE AND NSTAIAl10N I1 LUONC LR SMFIY OF THIS PKI BASED ON THS PE.D PROWDED HE/SHE DOES HJT DEVIATE TNOM THE CONDITONS DDALLED O THIS DOCUMENT. CONSTRUCTION SAFM AT SITE IS THE CONTN:.TO'S NESPONSMILIIY. TO FNS III WLL BE COS DERED INVALA 6 ALTERED ITT M• MUT,S. (a) ME SPECFIC PRWECTS SHALL BE PREPARED W A FLUROA RCGISTEREO ENGINEEF O ARCHITECT MNIO WRL BECOME THE ENGINEER OP RECORD (EOR.) FOR ME PRO.'ECT AND WHO MALE BE RESPONSIBLE FOR ME PROPER USE OF THE KED. ENGINEER RLOf EC, , ACTING AS 6 EAT; M FOUR A OELEGATG HI E 0E.D. ENGINEER. SHLLI YIBMH TO THIS UTFIN ER E STE SPECIFIC (a) MIS P,E.D. SMALL BEAR ME DATE AND DECIMAL S AND AOATURF 07 THE PROFESI ONA ENGINEER OF RECORD MAT PREPARED I. PRODUCT MANUFACTURER'S VOEE STILL. BE LC)CA.TO ON A READ'LY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE *I SER'ON '710.8.3 OF ROAN BUIDIAG CCM. ONE' L SHALL BE P/u/�j FF R CANING. GIgUCJ NG TO MPI MTM SECTION 1710 M .82 OF E MCRIM BOLENG CDY1 SNAL PW.Y dE USCD FLORIDA BUILDING BUILDING CODE (Nan Bgn B 2000) WKIE , u,WCace Wli�y`E. '•�. •�^ 0.11 TLI IN INE STATE 0! ADMIX 711T. IK NQutilus _ P.L 5 Rmz $hath[ sy 1.. w/IOL; N �ILkEC0INRC T EXPERT SHUTTER SERVICES INC. q; [sF.,w MRIn„[N.c ^Pv P...no 9 .mMT..ei. n 1626 SW aIIPCHL ,.CTT _ 0.'m.. -X • PM' ET IU[N .L ALAN 5ma)] TeMR.E RNJ ,n-WM.•A 10.b. M. w . N A F IT . P E p� ..1E gIXIpIo„u6T �F-i r �i i��MM[1,M,. N 49 #10 #2 #3 #4 #5 -DETA gyp;' , I -- :.x•- _. _ cao•�r ,(:Iw : ne r•fx Q N1 6'6' 6 I'TF' 0!, fir` RlItt1S111lIIIllllltlw . l u l �'a - — - i ••''DETAIL Aaw •e<sA,E�asE A]aEa ' ]`i c;' - I "PohY'EAD'U 56LLCEE IHiEl7Eltn x]anx"i I\'t hx7'F-�'•µ7Fe ttaE+6 �irr Yfei al 'R S OPTION 91 rucaoLrtw•-' p+ OPTION 02 lwr a•AwES; - - - - - DET.0 r ��- I 4iR.T STA'KESS StEE. ;t7dW j \y/ •• •• ! ^ 4~ P � DETAIL C I` COATED YNTHAOSLVER�_ \�2! I;F R st ICWOMEDMEE MT GORgQ,],p' \oo• er$DNBELTCOATWfGut Fy•1914 lmffE.^. stlaenq. - -- - cn cu - ',_.na•- � —DEUR ',::•�• �a: s!? g Flu = 196 8 R M04L_ SWC 76y -,6,_ t'VF' STARTER SLAT (A; SLATS a] eaY s` !�� stn • easr6auAwcA'ALtov u BASESLAT -6061 TE H111lNtJl1 AL:OT SCAT[ 1? Fp !, 5--i DET:J: 8pp),1E AlW'AAI ILOY S(1CC 1Z 61- r- :vr we 7! ,x- ,n• ACETAL BUSHING - r- _-(Vot• - ___-e.car-- - -- -- - - f4SE MP CPt10W5A, AND R+ ra�FDENS" (XXLLISanEc Ir- -- t 1e� ---,-],,e• -- - (E2 BUILD -OUT TUBE PL WCOULLA S E f�� tMlTN 4UMMGIAL.OV QOD A1pTO'E;D.EPACi 65 Vr/ e S:AIE i•!'•1• ZI e 1�;,s• -- --- ,�' -.._. . _ r) RETAINING SYSTEM SCREW '+BUSHING SIDE RAIL tk BUILD-OUT E BUILDOUT TUBE , E1 BUIL. UT UBE �' Ell6b'64LVMMN ALLOY - ,r F f?_f- 666arcul>rAr'I]wAa+a. *'AAT BE RDACMD E!Y "U -TER 3i BUILD-OUTTUBE WWACT MR 'D AIOW FOR A M*AA)Y- - •�• - _ ..• D.M' CLEARANCE K-MUN SCRCW ICAD ANJ i L �R CA%TfY WALL Al NON H:RRIGWE PDSRV'A -- ]PA pp,, ill�c• "A ham' 1 I I I J 14'0414' IJJTWr IBIIILA a TEK SCREW VALE ,r.... 01. 1, F) TRAPPEDANGLE �G_ i 4x6MULLtON (G;i 4x8MULUON 4x7 MULLION w6.164:M19NUMX_OY 6x3. ibyxE4»RiU HIOY 6M1'6 /: LIMNLx;1 lyLGT `" b�U1•T�6 AEDWNJLl AL1 nv \tat1OMELELEgCAI cJvE iCa^-,�\G p.,. TIQ5 a �GENSF COMPONENTS Ur %'Pp•• FlOR�aP •V� •AI\wf•• Tfw.� 3i BUILD-OUTTUBE �' (06116 A11]WNUN A,IOv SOvE •A'=1 pp,, ill�c• "A J 14'0414' IJJTWr IBIIILA a TEK SCREW VALE ,r.... 01. 51r601rnlBuaDEJS7 w',XLANCHDR L ;Ki STORM BAR 1J1a'8'0HILTI.,NC.KWIKBOL73ANCHOR WI-UuUl AIC, fM80w N'EE: a.A:E '. .• 5^J:E •T • FLORIDA BUILDING CODE (Nan Sign Velocity flJ'•K]hL Zchej C :1.]! ^uEcu r¢ IN Nautilus i fR.L 11LfECOINe' Rolling Shutter System nfi.oi,y x ( EXPERT SHUTTER SERVICES INC. � IWT 1CS1,NG ENGW[ERING COYPAII • ]f. Y._ N. l0] w•\ (•fI,M•t :. ]Irw "o+a.. •w�lfcfY\,•-rf]� 1676 S. A' PJ.TN�:: 574;, ET ' s—(]_• i 1]tl:JPI-,ftl e -^at 1]I.eobancr•.. -E-CM6719 FC41 ST LUX. 'c la911t " (tel'• aD6E ry f,P]..'— DYA.WC No *ALITP A n-1 .• Rf� rl LK li ..16!7 I as �i r� �n+' I �• I I rt 1 -EV i Or 2L ; SIDE END CAP HOUSING (BACK & TOP) 090 THICK HOUSING (FROM & BOTTOM) .090 THICK SPRING BRACKET SPRING ASSEMBLY 60 MM OCTAGONAL AXLE SIDE RAIL (MAIN SECTION) SIDE RAIL (COVER SECTION) ALUMINUM STARTER SLAT ALUMINUM SLATS 1-10 ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET SPRING, GEAR & MOTOR BRACKET BOLTS HOUSING (BACK & TOP) FASTENERS S1DE RAIL (MAIN SECTION) FASTENERS HOUSING (FROM & BOTTOM) FASTENERS END RETENTION ASSEMBLY OCTAGONAL AXLE FASTENERS 60MM OCTAGONAL DRIVE CROWN CONNECTOR SLEEVE GEAR- PLASTIC OR ZAMAC CASING UNIVERSAL HATH DRIVE SHAFT 60MM OCTAGONAL IDLER END IDLER BRACKET WITH BEARING .Y COMPONENTS FLORIA BUIOWG CME (Non High VmocNy HLn, gone) /Co.11llo; Nautilus Rolling Shutter System '°":'L"' \ MI� t'—..—III 'eve Yrs ger Al2-04 Y254��e.� EXPERT SHUTTER SERVICES INC. 'WR` .M NJE,, .. N9tle nw.- rI d a BOXT+- / j �A V/9 { f� lora R V/9 K 0 REAP Y/6 do Y/7 (Trp) END CAP 1 -�Ire FND CAP =ND CAP I !ENID 1AP � �1 1 1 SLATS SLATS f2 1—f2 SLATS SLATS f3 13 - I SLATS i - 1 - 5 ATS 11 T 15 _ 15 514-5 I — SLATS 1 0/8 - -- -16 0/B as 0/8 — SLATS O/8 0'/8 0'/8 0'/8 0'/8 j 7 0w� �- - SATS s�Ts r - - - (TYP Ec END, I - — -+ -- (Tya. Ea. EtG) t 4191'5 I -'- -�' SLATS 1 SLATS _ _!LO I i 1 SLATS `{_.__. B(SEE SHL'' 22) _ ) - ��Y/6 & Y/7 � _ _ Yj6 & Y/7 r R) IAV/9 1j V/9 Ma. SLAT SAM' a✓+ ME %NEDULES aV SHELIS LS 6 20) - — Vc. STJT VA•. TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS •, ** - `"F"'` ` E"' ""` - 5E. SHEETS & I F,Q COMPC';,'. _ .;v_T.^.1.Tu�= TYJ` ��y+r L \SING�F UNIT ELEVATION W/ STOgM BARS •' .S N, SEE SrTE:'i -- ., '. 'AFONENTS NOMENCLATLRF. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SF_TTEn hFla.1 SOJA_ CR LESS 'I ". :- AFF,CAHL_ -v SICRu 64RS• W/ STArRV W.S OR W/ 1W5 & YUL.LIONS W/ HLI'•Hl' LV 'O (n; CURTAN SHALL STAN W/ #1 SLATS AT TOP, FOL-CWEL DY f:, !3, THEREAF'ER, AA 'HE WAY OfiWN ERCP SLAT ! SHALL CONSIST 7F UIN r1VF (S) SLATS OF LLAT SLAT T.UNDEP-ROCECURE FCR ADDING SLATS DCWNWARU _LEON 11 SLAT SVA.L BE L'ONIINLIU: ON11I. TOTAL SHL:TTER HEIGHT 'S COMPLETED. O'JANTCI OF FINAL SL. N,MBEP. P '.WA_LEG BERORE SCSIOY SLATC MAY VAR, 'MTH SHD-rLR'S HC:CFI ?[) BO-TCVi:AT BQYUSI EC ALWAYS INSTALLEC �* CASE 7: SNU�TER 14EC,41 LARGER -' AN I1'-0 APPU:A-= TO INSIALLA*IONS W/C STORY IHIIIN FLORI7A BUILDING CODE (NO, NgH Velacfty El—icane Una) BATS A`+D W'/ OR 11/0 MU.LIONS W/ HEIOHIS LARGER THAN 1 ;'-a" aA .`�Z��..:.. �(/j y t 2cic. r:TEEc IM[ Nautilus I rw.Ar+ nr: it) CLP 14 SHALL STAR- A'/ j; SLATS AT 7•DP, FOLLOWE.ET 1.Y 112, j3.-.IE2fAT'ER ALL \\Q` . 1,1 ✓,� : _. r.qL THE WAY DOWN EACH- SLAT f SHALL CONSIST OF NLN. rK (5) SLATS Cf' -IAT SLAT ��V :'' �+E' Sic- 1y_ Rolling Shutter System NUUSER PROCEOL;R_ FOR ADDILIG SLATS DOWNWARD EELON 91 SLAT SHALL BE - / IILIEC O Inc. ! PATE CvM1nr.JEC UNTI f'C j;Al K inS1ALLED. Ai�ER f10 SLA' �. •15'4' -LE. AD_{':D':AL f'cp; gt�,7{j/_ I EXPERT SHUTTER SERVICES INC. SLA75 LFI:T 2E JSED TO COMPLETE THE TOTAL SL• r -R HEtG-f nl,Ln :[STING 6 [HG•NEER COVIANTH -r.J as+s w u+cna fiAm6 �. •E2f 5 R e TKRE STREET S L OE It ..a95a o.n 15-07I 1 LYaeDOaW DI11*AIf Xo (L) 7:ITT0'I LLAT 8Q ML5T 9E ALWAYS INSTH.aED - ° mM> TWD) �n-v_sa -o'•- STATE CF � � a 000c +9 - - --- - - -p� W-1/10 OR W-2/11 OR UOr -�JOr 0 of Yi' �W-3/12 OR W-4/13 I®Of _ I�W-1/10 OR W-2/11 OR a SBYU BMRs.N NO, MLRLEN EPNN K oREAB G. Or GI Or 'Ci2 W-3/12 OR W-4/13 BOD: fyc 5 N 1' lE M S-- A4t4lE V/9 O(11RJ ov ..PIs 24 25 A 26) IIND �,;:: ��i 1 [FMC CA= .6C% curs f - fx _ curs SITS l su,s scars 3 ~ ♦♦ __ 13 P/a=P/a r scars a F^. s 1 1 s.Ars aw^ Nr f, ory M„ f -- 05 ® I_ scars m€ m F /8HO/800/8 IJis SLIMESSLITS uls is ' (Typ�e R suss 0 _— Ix R/8 -SEATS �� -« o ___� R'/8 R'/9'— scars -. or PS(TYR. E. ENE.) R•/a (Tip. or rj -/ or or Fr �R,/8 rRR/9 R•/ f:E .A:s ,IID W -1/10.o W-2/I1.;�- �Y MAS SIT. "B sMcllfl __ I�� W-1/100F W-2/1108 V W-3/12': W-4/13 (y0/ (SEE SNEET ii) W -M.,12 OR W-4/13 IP V/9 a0_LP PCNJ -� Mil N131 hl 5_n\ _ Ncr RAT iFSA No, SEAT SFAN F MaSl/.T SP Sf`M yP.; - I_Nu c161 (SEE SCHEDULES ON ~ (,SEE SCHEDJLES ON (SEE S:HEDdtES CN - !SEE SCI•EJJ.ES ON ;SEE SCHDUEF CN (5¢ SC»EJOP SHEE' IS) SHEETS 15 k lfi) SHEET t5) SHEET 1S SHEETS TS h '61, Sxii1 IS)5) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION CONSECUTIVE SINGLE UNIT ELEVATION *, ** TN�*PICAL COCONSECUTIVE SING UNIT ELEVATION IS WMULLION & W/O STORM BARS W/O STORM BARS W�ULLION& W/ STORM NOIE SEE SHEETS 2 & 3 FCRCOMPONFN-S ":CVfNC'ATGkE NOTE SEf SHEETS 2 & 3 FOR COMPONENTS NOMEAC(A'URE. PROCEDURE EOR SLAT INSTAI LATION N 5 NT.S *'USE 1: SHJTER NE WN' EOLLUL OR LESS I. 11'-0- AIRUf a 10 INSTALLATIONS w/O STORM BURS. N/ STM. BARS OR W/ STORM WE At NJ'--MMs w/ HE.CYn '.IP TO 11 -C (o) CWTAN SMALL START w/ %1 SLATS AT TOR, FOLLOWED B/ Ii. 03,-HEREN'TM All ME w0.• DON EACH SUI ( $ME CONSIST OF FIVE (5) SUITS OF 114: SAT N.NBER PROCE JQE FOR RGGK4 yA15 0U1R•wUIJ BE10w fT STAT SN.4L BE CMTkLR L. NFL TOM 91Ur:EF "BEAT S CWFUETED. OU NTFT, OF n. SAT A'JNBER Hs,r ED wMr oj,cI. $A'®Wt" YNfE w14 SHUTTERS H1GHT 4n1NIIILN BE) Barrow &LI,@Mus DE ..., "VWEw[rclr:+ `` )I`ijP A' TfC/�•'ij.. rLCRtM BUILDING CODE (NO Nigh Vclxity Bunimnt 2,) Natilus INT 5 2: sNUnER MEI:MT LANCER 1. ,1'-u. .u• rev. CAERElsl.�BFR a eLE ra m4 n/o srMM m w; 1�:' �jCENy'�p`.•'D y� I N wONs w/ Hs AnGP - 11'-c- l�.,..,.� R 4,29uSNuti Ir System (0CJRTN, SMUL SUM w; 1 SLATS U1 10%. rOLLJAEO B+ ¢+nT ._i �_ / 1 M ti. N IXEFFJ.RER ILL -HE wA. y( ��'� �' INC. 1 EXPERT SHUTTER SERVICES INC. an BONN ?CN SAT f SH0.: CONST OF Fla (5) SUITS Of THAT S'JT %UMBER FROCEOtAT IDR #; 7 /a" :*' "" csuxc � �{NN4 coH..N ALQYG SACS M-'YAWARC BELOW /1 SAT S+41 BE CONHN-E UN'L /10 S,Ar 15 %STALLED. AI -EP / -036 1'I 94TVLNL SR[Fr 10 SAT IS NSNEUID NKAT.. 1O :.A1s u•5- Pr U5E: -0 CGw_=E ME TOT. EHJi TER ST F •� I�'�„-"•M•» MIN is Lae. R 30N 5-JJI I¢Ia•T f - i�� FC IDP 4•W S 'Ee-ru:,v I nm v,_:,c ou,mc R. (e; BO^O. SAT .LET BE Atw.vs 1%s:A_O //rr//j1� - JJ/ �_ ® bE A(S,fJ(A� � T -MM LF F - , i � I m,. ,u frv.ry •n' I I p l - 5,11Ct 'AF-ONS X. W°CURED 5/16-0 fAPCO'.5 XL W/ 1.,'4- M', 1'.'`a1/e- CCHCR£'C EIJBEOMENT A I'C.D.O OW CAC: A'.LLUiN'11U TUBE IIA"Wj4- ITW SLILDEX TEK SCREWS Z 1, t- Min EM3E.NENT HT p - STCC WACH R 4 e' „ W/ i' 0 _' .f, OEC- GALV'AN ZEC STEE. A 1 O D 0 060- ,^,AIV I 1 ,�1, S/ 15 a IA-,CNS XL Wj WAS71E3 6 2/" < r. EICF. w:S1-.EH 6 =a" < 1/4 Nin EMRECMENT Y C 2-, e. POURED CONCRETE /i> OR URO TILLED OR CROX FILLED fl OR GROu' MLLE.' -1 CO4.RETE BLOCK - COW-RETE ELOCN .) WALL REOU'IRED WAI RED IREC. _ I � EDGE OF •-i qI I C4F OPENIIJG .'.— f .. i�. j ._ cm C�ENrvG EXIST 1JG 1 ' XIGT.NG EX%5714C GLASS -. CLAS' CLASS(BE'ONO) )� , fSEY0411 ( (BEYOND . Wri -- al ?" ANCHOR SEE AANCHOR�.. x,-, SEE ;.CnECULES CN - `• "' SCHEDULES ON •G� - k-. - u - f SEE ANCHOR (F% �u SHEETS. s6. 17 ! si 54EE"5 15. 17 %f• u ! �. SCNECULES 0'v - • B se k iB _ A� ko ,HLCT£. 1G, ,7 Nm SEPARATION lON � � %An SEPARATION I "�J SEPM.4TKN 'O GLASS `0 CLASS 2 W O GL4$S (SEC SC Ewjs, -' _ F (� : m , - - r : .__ .. EiilQiil�R SCHEMES, x ts. EXIFRI6R ' :1ELrx 5 In ON SAW 151 GII SNE- 15)CN.S'EEF o/s 0/8 0/8 J' o/s 0/8 - f�+ o/s PCUREO CCT;CRLT? I '� CR GROUT f�LIE .f, PL'A1nE0 :U'�CR111 CCNCCETE 6=,il.K °::c:RED C'1hCFETE - r CR G+OU' EILIf_ -- i WALL PEO�IREC - CR GROUT FI-E9-- — 7 CCNCRETE BLOCK _ _ CONCRETE 8.U�,K IYA� REQUIRED ` f WALL RT'3UIP£p. EDGE OF �µ ,_�. LOGE GE :.PENN r. OPENING 1 EQ .. -� MIH t :1 - i • - _ _ _. __ C62"><:O1i ILUM ,;'.',• i.-._ 4 OU62"rCOtir .i 16"J 'A7CCNS T_ W1 It 4,1J E W✓ 5/lf.'C Tt-_.'CNS XL W/ . P 0I-I KRETE. -TAPCONS XL W,' A- -M Alul.0 DNT p Jt" 2 1/4` ME'Ni:C4ET 1 C-3 Fal Vn RECD 2 1/4' MH EMBECMENT i 24' u< O 2a' c: .� WALL MOUNTING FLOOR/CEILING , TRAPPED MOUNTfNG BUILD-OUT MOUNTING SECTIONS Y..->•IT1O ,. -, L�w •,. C/t• ,, f-DRIDA BUILDINS CCD- (Ncn xyh VeIoc.., nNm;[ene Zone) INSTALLATION DETAILS ON EXISTING POURED=3Tr'.�\CENcm[smTcoINC aaNNB NaLatilus CONCRETE OR GROUT FILLED CELL CONCRETE _``*_ \ Rolling Shutter $ysteTn n<.e„y ,�/ �'L��CO1KC- t EXPERT SHUTTER SERVICES INC. I �"�` BLOCK BUILDINGS = * = -'s = LL'1,=�TIN� k EN4YNRaING Cpn In 2 A TA EAf W ` u`. �• aro n• ze. wo-w• NAYn. n any 502E S N 31', I: STREC- .p. ,,»>",�-sx.ro.,mLn..IS-DSI S�FI.E '.:' I G. ' 9 '• •-n<I 4ucaeco tMn RGRI 51. IUGE FL 319d4 • FCD R104'�a `�� EB-Y_+6'I•i PN:Ai: [tJ4) :r5 9JSS (M. I'?,,1 !)IOIGU caNWG N7 ' '�/"�1'01♦F.Hli �`-{f�lil'E T�L�:U f • (~ I oea i (.( �, k: ail ; I � � I SN[C: G OI :6 ,/'6'. TA:i_D45 YE N! 5/IK"e TA=7Oh5 YL wi "RJ;YS RAI'EP ' #RttSSiS OR P,Lr1iR % 1/2' M-. 'ENr'4.nD11 2 1/2' Vv PINETFAi„^•,V OR - i/+`/.Si+' r* EiALXX '.1"' !/4'dw3/.' STN &.',DE_ EFE1Nr; *xi @ 1'O C..D 067' W, rY15TWo —w Y "it) W C6D` CAI', 7-x711 .. 'ETI SL WS h/ 1Fj. SCREWS '8/ /R I'.7"•1/e-. A�UVWJQ I" 1' C D..O t)6D' W iYRZEC --Th'SSES OR h1EK SEE'_ WASHER a I.' OC- T?VSSEG OR F,UIFp {TEEI Y w. a N' cc. tiUmhum TIME, 1" D.D.A C6C' W'Jwt ZEC _._-. — - - __ '—_ a` S cc FF `/ � /16'0 1.ptONS xL _ _ 5#_EEL MASHER O 2 STEEL w4;NEp a Ii 6' CONI2. 6- CCN” (1 1i '1) 7'.+' cp A"1 C MSKAR re'OL IfJDER _ F.] i PEC - .c� \ W.WRED I N'Ju'"7 C�E4'% -f0D 7'.6' CONI. - - /� - i HOOD NE.t7ER c INj aCWWE RCOUL�O , -1 _f r ' yll'IlEDGE OE- - M - EccE OF•�' XaPE# Go OPE I G I.UPEV N^ �5 '"7EYISTN5E%1<TN+c(ffmvr. ! ati2� 216- St,(2) 7..' CRfly 7'.+' DRCONT. w000 -ID QASS,2'.6' CONI - T ix 7 SIUJ a 1v� MOCDUDirO1a9w NA - ?? 7r �• 0 16 V _ w 3 O . E• D L 'REOLRED },uREOI U - - uA%'P 20).- .. SIQ1 101 x 3 v `v: K TR ! t (SEC SNEEI T1• '- lc�` �- '`+E{ ANQ•W= � 5 -. _; 5 - - 6tPAPA.rOI. � '3 (SFr cJ3:E7 7U) �. P _ � �.c :•DI ; t'�' �' E T. I FtLT NT 0 0�8 OSB 0/8 i 0/B 3 (L• i.. Lm c t,r ux.cgS � _ SEE N.cl 3 � NA. rues i (?) 7'.f• SCNEDL!E SC,IMUU. tDGE OF i CONT woO . Olt WET 7 ECCE Ci I Off !KET 2 i94 hn4G' 1 -.. Sn410 ifi'�. 1 OPE1.tO I /�'-• Y Ll /2-.0 C62_ (5EE c. -CET I 0 71.`.0 o,21,,w , a SnryU6E y: -M AtrtE 21; l e _ L ' w UN Aw,,E 1 • p. 5•IEEI 2, I 5/16. TNn`_CVS Y;. 1 r 5%1d't f[PC,Y.S G — w/ '/s Nu OSB i DAB w/ 7 '/:' u• PENETRADOI• I 1 PENCTRn'Gt / --.r OP +-.c. -xstl a .r 2.��. ..R 2-.c'. 3' I Fll91 '•'..' aR t. o_ wNl 11a �6 g 13 O 8 tfM1 3t001 Ur TIhs w'.•7C ccw .00c - .\ EX SIN, N"OU KmoN PJTt ZL j j COIR. �U01: I f%IsnNL NCOP CCN' wOC7 t MCK DR -.��s DECK DR 9C'fO51 FAATE {%I{-Ny MJ7S N'JnEN V.AI_ DELK DR OOT-0 PU#E ' REAAREo-.CONCK : S.At RrOJ RCC I D{tY. CR PEW.IhED '� ^ ONCkLIE SUH P.EOUIR[C rTINCRET{ STAB ('EE SATEE' 70) ! NEWRE7 rSEE SNEF' 7^i CB aF1€ SIA9I uED I (SEE 5•_EI 2LWR(s[ c aEID , __ c, �REDr.raU F,Cv WALL MOUNTING WALL MOUNTING BUILD -OUT MOUNTING BUILD -OUT MOUNTING SECTIONS Y—Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS LI, -LDRIDA EUILDINC CCIIDE'' ;Nen Bigg 11licane Zone) �t}#1,HINIttN1 ��ER..:... ,%✓;' ,. sn 4.•' `�(',EN$,c •'• �'i' C201 5-MCC,c - NautilusCRxn! I fR: / IILIECO.Mc.' Rolling Shutter Syste n I a.n itsTlNc ENCINECRrw COMPANY EXPERT SHUTTER SERVICES INC. DaE �t q w,7.. :.u.s• n u•« m �*.••i>mitn-rea: �.W.11-1531 1676 sw. 9lTY.nRE +TREE# I 1 i-011 _� STATE OF a • ,¢ ` E4 Vke *a c '-m ®-�E719 PORT ST LOGE. Et 3AHA �'(E]CI #.c-aAt . w nrl3 ol9c a• C� f r : %�Q%��Ltvr��` �'Pf�� N.1�CP ♦ r R -RIM L<. f < .. I w is �y�, it ~ I 51fffr i 5r ie A'''As. U�fi]AI LI•� .R' +~ 11 I i i1JiR L: Cnf.0 LIC _ /�� - --y.n EC. —_ — !-� _ —w,r E.G — ;R CFOU7 FI D 1 F) _..�JOR J� '� I�ORQ M:JAcE i\I;CRf .) I FOJREC j '1=L,.r:E:. :'�•KREtE 300, - �J - {SEE s-wotx=IS/ON (SEE SCHEWLES CI crrgETE OR fSe fWl_S Cq, 1 coNCRETE DR I // uHOU' F.I. .ED _ CCaCRE=E JF. SHEETS 17 h 16) $at-$ 17 & 18) CDNCREtL MOCK SHE[ S 17 h It" GRWf il(lE:. _.�• }�: C'+. '+ROUT'L.tU :JItiFE7E B_DCK �• i BLOC-N.ir', I # L. . . -; `-. ( ) 9 4�eL. �A� �Cqg II \J �1CR 1 II7 DRI ; 4 pi :,`••_(_ ED A 1 0. {I1 C {' of ,/i- - , \p� FLUSH MOUNT (WALL) OP E/e' ap �J SECTION W/ STORM BARS 1 •/a 4 - TRAPPED MOUNT R&D -OUT MOLD lff SECTION P—P (PLAN) @UILD-OUT MOUNT SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS l (Gz r i A `. F I ( u y I - i! : a5c• o .a' . , -' H • 0 s' o., I •;A/ U 1` o.c' — - I �9 r e -c. f r SECTION 0'—p' fPLAN D . {'<. +D `_ 6�IENTATION J1 WALL MOUNT END MULLION SECTI��fN(J� (� fA� (P 1� SECT�ION PLAN) TIOpN j� (PLgNI' SECJIJE f� R' fPLANI J I"H.* �IRIENTATiON 1 OR)ENTATIO�2 ORI NTdTION$ 1 dL2 ORIENTATION 2 �1 a ; q , WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION _ ,— INSTALLATION DETAILS INTO MULLIONS G, G1, G2 O !; : -,-0• y '5EE SHEEZC)? r_�•_ l1I \7 -- 11 Y F UDS _ ! • !-EFT ' FC -,CLI ... --_Tc- iE oC'J.E Mq t/'' T, Y•.7 x •/ T1 .l _HHT 21) v_rwcr. W • NU'• MA' BF JceE-_ SECT��ggffJJ ��'-() PLAN): w : t -< -Hr ^.^a ORIENTATION,#2 'I' •5•ni',' ' - - -- -- WALL MOUNT END & INTERIOR MULLION 'C) '/`-'!` �H;' a`D �•••••••' FLORIDA 6UILGSNG CODE {Lien High VelocityHurricane Zone) cv .;a- Sup +- :.r. , p. ��1\•,. Nautilus � 1 I f, 1:= A! ••. C i..o TLL cCV r' ! Y a l.A 4 I I U S I Com: FLUSH MOUNT (WALLI - - N0,d4167 E BUILD-QUT MOUNT c tt = Rolling Shutter System , SECTIONS 0'-0' (PLAN) - 5 * J� _ ( � EXPERT SHUTTER SERVICES INC. s T yy: 11LlIT i(STIN: ! CnGIN(ENING COYP.M r� �DPLO Ill./oA `(E ```` l%eu wX 'r° FORT _ST JUC c ii a. I �' 'e� R '•. • '�\C a-mv,. nnecoaov ca.+ rvhV•. t=: ras " , r* tr.i eT,_oelc MW.0 rro INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS .Fssi•� •••fit, �: 11 _ `+:.tf ]. /,.. /� Q, �l+. ,.�`_• N0;ICU' r. r(c�Rl., . � i aa,r� r sr•rrr r w 7( I • 1 /] Nm EO-, 3- -- a 1,17' Nn EO - r, 3/9's CA _M M:M?is p) 3/e a CAL[ -1N 0.VC4a25 CR --.. 3- Min. ED 3' un ED_.-•-_rOR, 1/a0 WUD-SL1 ANr,NORS (a) IH -e SOUL -SET MEINERS OR 71 i I-. t I E.) 3/e'P AW 1 TZ E%N`NSCR tW1pRS 0 (a) nN ORSe FEF - < Mr. E J. - _ _ {' 4n. E 0 �_ - f 3/a'e EYA E0.' r; DPMSYJN avCxDPS p) „116 v TA°Cal %L MCYgiS_ -} I FCR. RAN CONNECTION, _ EJ---� 3 I/6' un F J --EGO 5/•60 TAPCa+ xl 4KNOR5 .•' CO* _ SEF TABIE Z CV SHEET 23 EDGE OF FUU wx EGET SUB 1/i�4' V YBEDMEN ` co N' 1- d' liTOP W RDPDM) re If ,�.' - „ 11 h a wPWaE •'oa..DOw' 4Nv .' •. T IDI 0 2� ac wwD zonE -I I -® 1 ` DfIERIOP o uJ L TS t6 A 1 : SHEETS 15 W 16; l 2 E)(IBIBDII Sw a' Om FAD jp S0 w' 1,''.0 5- (6063-T6 4LOr) POJREO 4NCFE2 2 0 0 i v0U0.EC CPVCPETE - Y 1 (SEE IC DUET µI MINU. GNI EA SIDE W/ 1 to c13 Nn) 5 - iNM;N REWIRED �i� N c-3 6) 5 mm 1 S/16 a CAPCarS [L 1,4 C[ R -CURED 2' O O14 I - SC F15 0- SIDI 4 BAR $U'LD? IEM 80. W/2 "' III'Eu8E0.EM 6.,''r 1'0.D aO OSD'C4Y •" SITE, WJSNER O I 21' cc 2 e o I I + '- !'— - (Tru. TOP W BOTTOM) SECTION S - S — B02 �u.Mwl SCAM rULL. ' elem¢R n+o wws • �:: NIweR DETAIL A OK el y (2) 4NCNOR.SR PER 1 1 1- Min FDR ^' WIND ZONE - 71 i I-. t I I 1' MI FOR 2- Mn FOR i]) 3/3 E N BO' 72 E%PAI I .- MMD ZONE -- 1 1 'E� 1j (2: 51,16" TMCON ?I NRNG9B d� DaDOOR wx Anl co N' 2' MIr FOR d=I -1131 SEPARA la wwD zonE -I -5•- 61.55 - (SEE o uJ L TS t6 A 1 : SHEETS 15 W 16; l SECTION S1 - S1 E)(IBIBDII Sw S0 w' V i y (SEE IC DUET �� — •1 ON p C% 1 BEYOND -- , - T I GIAS$ I 1 80. W/2 "' III'Eu8E0.EM 6.,''r 1'0.D aO OSD'C4Y •" SITE, WJSNER O I 21' cc 2 e o I I + '- !'— - (Tru. TOP W BOTTOM) SECTION S - S — B02 �u.Mwl SCAM rULL. ' elem¢R n+o wws • �:: NIweR DETAIL A OK el y a ® S e o fWP (ro/rov4p' (m 1w/BOTwi 1 -. , . POJNIU (.ONCPCIE. NIN"�E 3 D O O i TNTC- Rel) iFIC. REWIRED n 5/IEC Tu^caNS A. N' 2 1/a' 4m Eu3rOVE.vl Z 2C P;1co�Km?r Eo -E aF'aUIE"I WALL MOUNTING +1 1/1-.-20 M }/1Ee-16 u4CWVE SCWEVF USED 10,44r W/ '/10 ..1/� SOUDI D3 3/6! a 1 1/4' oA_k-III R19CIIORI 9EyECTML. -N41 RE IEE1 10: ER N'/ yXhOi R' TY. 11.E $1JR4 PJR$ 49E REYP'D (SEE 7=T I.) (2) 4NCNOR.SR PER SIDRN BAR COMILCIgN, { $E 11Ea y ON 54EFT Ia IDR STEM I I (T, TOP Y BOTTOM) CNN -N vchoos G. I IR6, I FOR MIND ZONES 11NRU 3 <ry' s 1' MI FOR i]) 3/3 E N BO' 72 E%PAI g wiNO ZONE 1-31 1 1 'E� 1j (2: 51,16" TMCON ?I NRNG9B d� DaDOOR Anl co N' 2' MIr FOR µdMINUY MLLE i SIC= N/ -1131 wwD zonE -I -5•- ` BEYOND (LYP. TDP W ROria.; SECTION S1 - S1 E)(IBIBDII S0 w' SEI'ARA! CN 1J /\D) (SEE IC DUET �� — •1 ON p C% 5VE75 15 W 16) BEYOND cuss I ®._ I :- 51 (hP IBr/D(InON)�. a ® S e o fWP (ro/rov4p' (m 1w/BOTwi 1 -. , . POJNIU (.ONCPCIE. NIN"�E 3 D O O i TNTC- Rel) iFIC. REWIRED n 5/IEC Tu^caNS A. N' 2 1/a' 4m Eu3rOVE.vl Z 2C P;1co�Km?r Eo -E aF'aUIE"I WALL MOUNTING +1 1/1-.-20 M }/1Ee-16 u4CWVE SCWEVF USED 10,44r W/ '/10 ..1/� SOUDI D3 3/6! a 1 1/4' oA_k-III R19CIIORI 9EyECTML. -N41 RE IEE1 10: ER N'/ yXhOi R' TY. 11.E $1JR4 PJR$ 49E REYP'D (SEE 7=T I.) I /2 .1 I/]a45fi .:CN NUN ANGLE W/ 5/IG` TAPO S x. W/ I I/.'4. CNDEC.EN- O ]. cc Cflt_OT %Ap VI ) -T- �S 0.00...TII /"..4 FEOI EJR.DING CODE (Nor. High VIHurucene 2cm) r MFuLIBIE Y N. IIIM NO9 .. 41,, ED— L1 1/2' Mm EC -_ M. 3/60 CA -1 -IN RVCM J -+1,p C m_ W. -ICO L-. 3- --3" 11, ED --. -_ . FOA I/10 SWO-SET IIIC-OR6 i ?: JGENSF '•-: % N a u t I I u s L Cum E D -I --A' 41. E > - -- EDR 3/e" m, Bal TZ EYORISDN µry^9E _41� ^j�"^�_�� ' Rolling Sh4llef sy tehl /r0/.. --3 I/9• Mon ED _- __ 3 I; e' II.. En -- rOP. 5/I6'e taxa. s. Nr'ICRs gw" '_•;�� JILkECO ENe. rt 1 ctNw EIw NLalrw RPPR.1.. EXPERT SHUTTER SERVICES INC. %y(yy6�,(-' '6)6 SM flh•N;x1E Sr9f E- �.j_n TIT 7 •(E OI' :�: AN mN riNOOm�*•u �" ttID UoIL u a0'r I w..x]I FLOOR TO CEILING I TRAPPED AND WALL MOUNTING :STORM BAR IKi ? ,D'. ST , , - SECTIONS V ••F' (2) 4NCNOR.SR PER SIDRN BAR COMILCIgN, .SEE TABLE 3 ON SNEF• 23 (T, TOP Y BOTTOM) CNN -N vchoos G. I ;21, 1/Ai sc'D-6l• ANGOR$ CR _ -1•�-1 i]) 3/3 E N BO' 72 E%PAI M.C.DRS OR 1 1 'E� (2: 51,16" TMCON ?I NRNG9B 1• DaDOOR -5' (6063-1E ALI01) 0 µdMINUY MLLE i SIC= N/ -5•- $GRE'NS IC STORM UI (LYP. TDP W ROria.; SECTION S1 - S1 I /2 .1 I/]a45fi .:CN NUN ANGLE W/ 5/IG` TAPO S x. W/ I I/.'4. CNDEC.EN- O ]. cc Cflt_OT %Ap VI ) -T- �S 0.00...TII /"..4 FEOI EJR.DING CODE (Nor. High VIHurucene 2cm) r MFuLIBIE Y N. IIIM NO9 .. 41,, ED— L1 1/2' Mm EC -_ M. 3/60 CA -1 -IN RVCM J -+1,p C m_ W. -ICO L-. 3- --3" 11, ED --. -_ . FOA I/10 SWO-SET IIIC-OR6 i ?: JGENSF '•-: % N a u t I I u s L Cum E D -I --A' 41. E > - -- EDR 3/e" m, Bal TZ EYORISDN µry^9E _41� ^j�"^�_�� ' Rolling Sh4llef sy tehl /r0/.. --3 I/9• Mon ED _- __ 3 I; e' II.. En -- rOP. 5/I6'e taxa. s. Nr'ICRs gw" '_•;�� JILkECO ENe. rt 1 ctNw EIw NLalrw RPPR.1.. EXPERT SHUTTER SERVICES INC. %y(yy6�,(-' '6)6 SM flh•N;x1E Sr9f E- �.j_n TIT 7 •(E OI' :�: AN mN riNOOm�*•u �" ttID UoIL u a0'r I w..x]I FLOOR TO CEILING I TRAPPED AND WALL MOUNTING :STORM BAR IKi ? ,D'. ST , , - SECTIONS V ••F' --- 9' W- E D -----9' Win E0— — FO:. (1) 3/4'P NWM BOLT TZ EXPMSIOA T' 1 T/Z' — --3 --( —t 1/Z' AACMRS O ENO AN'� INTERIOR NL.LONS (D& 0 (OIPE1,74'I0A (1) µ0 EYC I I YULL'ONS©&©(CRIENTATGA J2) ® 3" 3 'TI ]/4 9 ✓.WIN 3JLI 1%. [NPMS'ON A `Gf•. Yin FC + ANOINTS O aliEhlOP. YU'J RM.® —1 { (ORIENTATiON 02) EOLC V SLAB ` .. rl EDGE Or SAB \ DGERIOR DOERIBR F A PUw5.[ P MPJu&E I 5 (6061-T6 N1Ay) Mum ANGLE EA SDE W/ -y ' �\ \ v,`. .`. .. . �, A- 313'"1/0'.0'-4' (2) 3H1 bJRU BOU6 + `� 1 (06T-76 RLE') 4um. .0 MMM `0)!_ t 1%i• MIRED CONCRETE ' ANGLE EA SIDE W/ ;2) '1) 3/4Y NWIN BOLT R . - ---i (I',, J 4ii An)-' T I '�' 3/<0 TNRL 90LTS TO -�S I/Y E%vµ510N AN 1 1/2' 8' Wr TH'c< REO'D Mu LOOA,6 ! 1`7 3p.A{ W/ 6- Win. EMBEDMENT — 6,,; BOLyn Ly:,.Sim .. 1 ,Se TO POUZED CONCRE'E 3' 3' µCHUB Wi E- Win - 1'iyp 1W & BOTTOM) --� EMBE4ENi i0 PoUREC ---6" CONCRETE (TY.. TOP & BETIOMJ IXSTN"" -� SECTION X1 -X1 W/ n �' ALTERNATIVE SECTION X1 -X1 W/ n! TF (END & INTERIOR MULLIOry) END & INf / 0 EN RIQR MMI�LLION) -@OR GI W ORIENTATION A I) W RI Ai I: (6�r47 ILS 4•_ F ,/Y 1- `/Y/x' 1 1/2- , ,/T — _ • 6 ALLM7 _ _ u Quin SIO[ w/ 1 f (2) 3/4b4-0 T G N U 90Li6 J" f1 I a(.il A p1n I TO MOLUON , &- (1) - / ® V ® CONiSO Ra1cHOLT Z -1 G, lc, -- O/H or Q/S Or W/ 6- Min. EMBEDMENT TO ao _ 'II POURED BOTTOM) E (TYF —s� D(IU60R I 'I I I DDDlldl R/8 or '`:` - R/8 or TOP ! BortoR) R'/8 R'/8 �' _ e- IXfFAIOR • In• Lie t xi 0'.1/210'-B' (606,`6 h1011 . aJ1r1x'.C'-Btl (6061-16 4 G11 TIT ilY/W'1a i' IT"-OPI&YIN) ya-- ALm ANGLE D. SDE w/ 2) 3/4'. Mum ANGLE EA SIDE W/ (2) 3/49 1 1/� RAV ROLM TO MULLION 91" ! (2) -EO EO IrT1 BO -11 TO W4011 A • & (1) Ahc8 N Inc. TZ MBEDW NT ANCH KW/ BOLT TZ ENPgWLNT 1 -2'-2'-i µCHER W/ 6" Mn , TOP & i0 ANCHOR CO fi 4c11 EMBEDMENT i0 _ 1 _• FCUREU COYCRE'f (TyG. TOP ! POURED CONCRETE (iyP TOP ! SECTION X1 -X1 W/l N� W BE^w) MUM) P(URfU COWIETC W- . 3 1., Yr ) LO- & INTERIgQR M/)I-LION) (END MULLION ONLY) (INTERIOR MULLION ONLY) e- u" -wcM REo 3 (W/ (>((IFNTATION ;V ) ALTERNATIVES SECTION X1 -X1 W/ a* CODE Cr _W ,( ereL4.xc IT AIWICMtE L ORIENTA110N�) roe (2) 3/<'..11, BOLT TO EXPANSION �-- (4 *W) ---9' M.+. C.D.--- ---E' M,n EO -I--ANCHORS O WEROR MULLION© r SIDE RAIL �D' AND BOX NOT SHOWN FOR CLARITY (ORIE(1) 3/A (2) 111111141 3 Ni-. E --9' Ym (1-- -'-AOR OW 30 E M/, fiINT IO IXPMSWn' '— µGIroRS •ENO µ0 INTERIOR YUWOYS fII P' r ,., FLORIDA BUILDING CODE (Nm tlgA IIeL-u1y tlunk.ne Zone) ©& 0 (OR'(NTAI,CN j1 & i2) AND yLP'V` ENS "4 troll'AM. I✓: I1�\I e. ENC UtKA ON © (OCIENT4TQN fx) FLOOR TO CEILING (TRAPPED MOUNTING: MULLIONS CGi OR Ifi 11 6� - Rolling SNWIer System u.IIW,> SECTIONSW-1 S� LL,T .w crc�NA.c cow° EXPERT SHUTTER SERVICES INC. *' 16169E 6LIu;W: `4ME 1s 0 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION y'•.- FLpR\0� �Z t° m' s' `°" "W' 1'.°-1° '' ^' 1 e"- N °' ` "' E14C 1/E , AIN lW..-__a3< , r ENE P MP:.KAgLE 2"OPULLION DEGIRL 1, a' Coni .. �.'..'.,. xLUMTUBE (Do k BCPOM) O'l `/'Vo IMICONS XL W/ 2 I/<' uIN E.O. 2 I/6- MKr EMBEDMEN' O A<• oc, Mn EC 1 — / 1 1/2- �— _ i CONFf CRETE (h 7 3L, W - ) 5* Ion HFE0'D 10.. > 3. Mm E D. ED . FG - i Is Y� y xN Q/ ®r R/8 or R'/8 L<iS:.Ni L1A55 ' - LND GN ;ito L• rtA 9J0D: 1E6 5CPFW5 PY I ODwOC60- MuMNE SEL w.+ EG O 2L' P.c ENL If M=uLICNILE-, 2 -. D/� r I R/8 or L R-/8 I . MY 0A" OL UI INNYIN.ULO SHOWN. PED MCUNN--ED PER SECTION P,'-RON SHEET HJ Mm FOGLE W/ 114 /4 IEM- UM AM � ury ED TCI, SCREWS O 24" or TO T]2C 8" Mr. ,K = 3 M, M-; 8" Nn. hKK gp'D X2 1. :In 'd!IMI PI) 1/2-Iof 1wJN.Fn) 3/41-<.3:F'.4_:C'(6C6'- E P1'Jr) Mum V.`.. EG -J —LC - Et i_E Y;/ i21 3/4'F TYPU BGL3 7D 4VLLION 4 '2j 3%a'6 oAl. BCLT 17 E.IoA DN <-ICK-P N'/ 5' U.I. EMKOMEW TO POURED CCNCRETE .-L 'I 'Do A SOI ECr£ IF MPRICABLE WALL M qdjJ,NTI �r/�'j� �L�LfIONS (GI OR cFiD PdURFOV'lltd -e WALL END & INTERIOR WALLMOUNTEDMULLION INSTALLATION SOU 1/5' � I- 2' POURED CONI -SE -L (f', 3 Wd N ) 5 N TM6F hLDO I_ e 3/K Mm E O - ] OOR I ` f um 4iLLL EP VOL EDGE APPLICABLE SECTION X2 -X2 W/ n OR Ct" LEND & INTERIOR MULLION) (W1 ORENTATION N 11 (6"f4' or 8`x4-) EDGE R APPLICABLE T l / 3/1 MIn LD 1-` 2-' 2 L - POURED CONCRETE Tc 31 M n) _ L DOETBOR Mu H' n THICK REC'D- -L_� a- !/lOR GI. ] 3/e• W �J I (6Lm Lm M alcY'] EDGE i PPPUCLB•[ NDL[ EA SCE. ALTERNATIVE SECTION X2 -X2 W/ fROR (G-• LEND_& INTERIO MULLION) (W/ T16RI�rNTATION�2) 411' FSIDE RAIL 'U' NOT SHOWN FOR CLARITY FLORIDA BUILDING CODE (Non High VelPaly HorLcane Zone) C2�„FRS. MC Rdling S'UHLIF Systm JIL)E C O EfEc. EXPERT SHUTTER SERVICES INC. ,L falx na FiKaxwc <aU.L .I 115-071 PrS LJor F, x I. P 1.,I�s w:cti�. l�h«0 I L� r 11V FLORIDA BUILDING CODE (Non High VelPaly HorLcane Zone) Nautilus Rdling S'UHLIF Systm EXPERT SHUTTER SERVICES INC. ,L -621, S. lr,' eFL mrcR 115-071 PrS LJor F, x I. P 1.,I�s efw w I - -9' Wn. E.C. - - 9' Na. F O- - r0(E (1) 3/4 O ,w,k BC:-[xPANJCA Mi O ENC MULL.011 (ORENTANBNS f h /2) I-- Min E.D.—^, -- --9- ur E D E PAN910N FOR (2) 3/4'0 KWIK BOLT TI +--ANCHORS O INTERNR MULL -ON Gj ; (ORIENIA1r014 Y2: DOSE OF StACji I .-. IFOCE OF SLAG F Ao Rtoi IRi. CONCRETE, (EA 3 in Min) „ 3 8" MIn •RICH REO'O I r ExSPW I cess II.. 5. DGERIOR Q../8 a, - --1 IJ Rid f- (*� fro/Sona) JIM 'RF/tires) O -- EC 1 �4J%IEO iIINCFLIE • 1 8CK NEO J. E C OF SJ5' _ EP2 CI' SJ2 F AoAJ;JdE. if AP=,xi 34 BU-,*NAQA h.ON .- 9' Mn F^. 9" 4.r. EC---ANCI10R5 0 NTE -.OR U (ooz,'A•ICN /2) -- -9' Mrn. D.. _ -- 9' u,.. [D. - -FCR 11) 3/1-e linin BOLI ENPANEBN AACNORS 0 END NULL!CN . (OR{s1ATIONS II k /2J FLOOR TO CEILING/TRAPPED MOUNTING: MULLION (G`Z SECTION W-3 END & INTERIOR TRAPPF OUNTED MULLION INSTALLATION (hal-•BSIDE Pum 3110. 6 E/• JOE 6;C EGO Q) - - - 3114-6 i EGO)5 LO - r -r m 1 "/2 .UWBN G2 h (,)KAAK BOLT SIDN . i `NCROR N'( Mn. -MBCOMEN' 10O POUREC CONCRE*C (llp ICP h \ cz/ I as �1 - _V-_ SECTION X3 -X3 W/' LEND MULLION ONLY) 1 1/2' 4 1 V� N ORIENTATION A 1) 1 1/2' 1 1/2- - 3 (7•x4") -r—_!-I 3 I I � ` EXTERIOR l '' WSW ( I u 1 1(2 .3 1/2-- ] 1/2- 3',3' 1/2 %23'r3 -.1/2-.C'-?' (,6O61-16•ALLOTI 1 •%>I/21D'-]' (6061-T66Ai.,ANLLE EA WE n/ f') 3/al iyRO ANCLE YJ SIDE N/1:22)N3/4% 1XHL BBLIS SO MuLi B.2 kW.Ei 3/,'2 New BOLT ] 6onts", (2; 3/,1 a KWIK BOLT t7 6AANjgN AW:PDR le/ 6' Min. EVECCMEN- TO ANCIKIF N( 6- Me. EMBEDMENT 10 Pr3UREL CDNCREIE :Try 'OF h POURED CONCRETE ('r> TOP h EOTIOM) SOTTCV; (END MULLION DAY) (INTERIOR MULLION ONLY) ALTERNATIyE T10J)1�gX3 WI (G�2 lk ((SS (4JJx,,ii7e��)QQj SIDE RAIL'D. AND BOX NOT SHOWN PoR CLARITY. {, L • ._ y RMDA BUILDING CODE (Non Hi h Velocity Rurricern ZRne) ?-A'•�"'Ali 'A'F No. 44167 Nautilus F[, y a / Rolling Shutter Sysle[N o.nvu EXPERT SHUTTER SERVICES INC. %.O S P. G\�,tr``: .. ""✓:.1L3 ii.eo F.7. C. rom $r.K. T u. 1. a. « .�1 ._1Am.MP[ mE / •.re. 1 EDGE F A Ik CAELE ' Nin. NM LC j - _____. I I/2Li' CONTNUOLD PCJREL-- ..p. x' rR. IE (Fc - 3 1v WL) 6' Mo. THCK RE6'0 2'xM,LUOR CEP7mt/6' Com. -A:UP. TUBE OF O B370Y) W/ 5/16'0 TAPCONS A" W/ : 1/4' lMil. EMBEDMENT O 24 ,C- 1/4'P.V. IT' SUPMEx TER Y3EIR N/ I' 013.30CC' GALVANI$EC STEEL WAShOR O 24' or END CAP I r"1(WALL MOU14TD SHOWN. MAY BE ( JJ ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0-0' ON SHFET 8; EITERIDIRQ'® �- Nr/[0 I 1 1/2"r1 1/2".0002",+:CNT ALUM ANOLE W/ 1/4"0x3/4' UW RUILJES NM [D 'EK SEREWS @ 24' 0 c TO TUEE /2' Y C"W'D lS PC..REC - CCYx.RM (x'c = 3 W Mi) 10 B" Mn THCK rWD T X4 X4 a MN E.D E.D _ P.a IDE W/ Q p3/4.t -T6 BOT) ATO ANIS ) 1 W/ KW SOL 'X BOLS TO ANCHOR e W (2) M, KWiR 60LT O E LREDICO ANCHOR •' ' ' - W/ S' Nm 0,11 -OMEN- TO PCDFED CONCRETE _DOE r. /JBLY.l3-E � wul ;m Tor A Boravi WALL MOUNTING: MULLION r POURED CONCRETE WALL SECTION W4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SI /E' • I- aE EDGE S APPUCABL L , T 3/4' M'n. E D 1 T! POURED CONCRETE 4 1'c e 3 NaMin.) - 8" Mm THdCK REO'0. 1 V- 3' 2. I 1 _y 4 E%RFIOR 2" 4- 2' T 3/t' M'n ED 4'x4'0/81 (WEI-T6 AUDY) `441. ANSE CA SIDE. l .- FX.E F APPLICABLE - SECTION X4 -X4 WI (ENCS & 11�TjYR nRnM Ll ]ON) t t W,i") �T�� IRIOP I• S10E RAIL 0' NOT SHOWN FOR CLARITY I -..-!F-%j Alun TID. c C O INC. SHUTTER SERVICES INC. wN .6M 5 w BnNy6 5TR[F1 I j_ 07 T Pte' S' LUfA; n Y9e. nAwwc .. FLORIDA BUtDING CODE (Non NI06 VM>91y Nun¢o1w Z... Nautilus BAR Rdling Shultex SYriem v/m/n EXPERT E Lm 7 S/'" VED NOTCH WCB-- - - EQ 10 i van �. IA xe I ( 1YP. TCP/BCLOu) •• _ _.," _-I• i`Y Win Fx6pN<. crw Gus r 1/4'P.V. IT' SUPMEx TER Y3EIR N/ I' 013.30CC' GALVANI$EC STEEL WAShOR O 24' or END CAP I r"1(WALL MOU14TD SHOWN. MAY BE ( JJ ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0-0' ON SHFET 8; EITERIDIRQ'® �- Nr/[0 I 1 1/2"r1 1/2".0002",+:CNT ALUM ANOLE W/ 1/4"0x3/4' UW RUILJES NM [D 'EK SEREWS @ 24' 0 c TO TUEE /2' Y C"W'D lS PC..REC - CCYx.RM (x'c = 3 W Mi) 10 B" Mn THCK rWD T X4 X4 a MN E.D E.D _ P.a IDE W/ Q p3/4.t -T6 BOT) ATO ANIS ) 1 W/ KW SOL 'X BOLS TO ANCHOR e W (2) M, KWiR 60LT O E LREDICO ANCHOR •' ' ' - W/ S' Nm 0,11 -OMEN- TO PCDFED CONCRETE _DOE r. /JBLY.l3-E � wul ;m Tor A Boravi WALL MOUNTING: MULLION r POURED CONCRETE WALL SECTION W4 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SI /E' • I- aE EDGE S APPUCABL L , T 3/4' M'n. E D 1 T! POURED CONCRETE 4 1'c e 3 NaMin.) - 8" Mm THdCK REO'0. 1 V- 3' 2. I 1 _y 4 E%RFIOR 2" 4- 2' T 3/t' M'n ED 4'x4'0/81 (WEI-T6 AUDY) `441. ANSE CA SIDE. l .- FX.E F APPLICABLE - SECTION X4 -X4 WI (ENCS & 11�TjYR nRnM Ll ]ON) t t W,i") �T�� IRIOP I• S10E RAIL 0' NOT SHOWN FOR CLARITY I -..-!F-%j Alun TID. c C O INC. SHUTTER SERVICES INC. wN .6M 5 w BnNy6 5TR[F1 I j_ 07 T Pte' S' LUfA; n Y9e. nAwwc .. FLORIDA BUtDING CODE (Non NI06 VM>91y Nun¢o1w Z... Nautilus BAR Rdling Shultex SYriem v/m/n EXPERT E I �, I .....,. �.� ••'` I m" I " i van �. IA xe I TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (A) STEP 1. OBTAIN JOB SITE S A D DESIGN PRESSURE RATING (Dat) FOR THE OPENING AND DESIRED SLAT PROCEDURE 41,. IF MULLIONS ARE USED BUT NO STORM BARS SPAN t' (8) TO PROTECT R (SEE GENERAL NOTE ICL. SHEET 1), 1 MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT NO STORM BARS SHALL STEP 3: ENTER TO CHMTS (le, Ib k Ib') THRU IC ONSHEETISTODETERMINE.BASEDONANIQ' BEBASEDONCHART Ic ONSHEETIS. IT SHALL BE MEASURED FROM BACK SLAT SLIP (n), ANCHOR TYPE AT SIDE RAILS: A.S.D. DESIGN PRESSURE RATING (Ds 0; THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN 1 -" It EXPERT SHUTTER SERVICES INC. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION • ENTER A.S.D. DESIGN PRESSURE RATING. SEE STEP (1) ABOVE • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE INCLUDING ANCHOR TYPE. THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED' I -Wo, THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN UY SLAT SLIP MAY BE USED. FOR A GIVEN AS D. DESIGN PRESSURE RATING • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic PROVIDES SEPARATION TO GLASS FOR PRODUCTS NO OR W/ STORM BARS (SEE STEP 4). SIDE RAIL ANCHOR SPACING REOUIREMEWS FOR E FROM ANCHOR SCHEDULES Va. V6 & W ON SHEETS 16 TYPE. A S D. DESIGN PRESSURE RATING & SLAT SPAN AN (INCHES ON CENTERS). SEE GENERAL NOTE T ON SHEET 1 STEP 4 IF PRODUCT INSTALLATION INCLUDES STORM BARS. MULLIONS OR STORM BARS & MULLIONS. THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a. IF STORM BARS ARE USED 1 MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART Ic, ON SHEET IS, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS 2 EWERTABLE I ONSHEET 22 WIA S DESIGN LOAD. STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT) 3 ENTER TABLES 2 OR 3 ON SHEET 23. WITH AS D. DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP S BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING 2 ENTER SCHEDULES 1a THRU 2c ON SHEETS 24.25 & 26 WI A.S.D DESIGN LOAD. MAXIMUM MULLION SPACING (MAX., 12'. d OR T). AND DETERMINE MAXIMUM MULLION SPA114 (HEIGHT) W1 ALLOWABLE INTEATION RPOLIN BETWEEN SPACINGS FOR A GIVEN (G: Gj 2 & G3 L MULLION TYPE & MULLION ORIENTATION. 3. SEE SHEETS 10, 100. 11, 11A. 12, 12A. 13& 13A FOR REGUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAPPED OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE I, G} . &I 8 G3) PROCEDURE 4c IF BOTH STORM BARS & MULLIONS ARE USED i. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART I, ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS 2. ENTER TABLE 1 ON SHEET 22 W1 AS.D. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT) 3. EWER TABLES 2 OR 3 O SHEET 23. WITH &S 0, DESIGN PRESSURE RATING AND STOMA BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING 4. EWER SCHEDULES la THRU 2c ON SHEETS 24.25 & 26 WI A.S.D DESIGN PRESSURE RATING: MAXIMUM MULLION SPACING (MAX. 12. 8' OR 7), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) WI ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN FG.. 01 . G2 & G31. MULLION TYPE & MULLION ORIENTATION. ' 5 SEE SHEETS 10, IGA. 11. 11A. 12. 12A. 13 & 13A FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAPPED) OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (J3. GI . G2 & ;q)) x PROCEDURE PER STEPS 1 THRU 31S SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES SEE SHEETS 20& 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. g0RKA BULIMNG CODE (Nan BNn Ve" B.recone Z ) 01.15 -Ln. w. Nautilus Ar Rolling Shutte System III ILkIECONLD. I EXPERT SHUTTER SERVICES INC. ..E EST,Nc xc�„ Alil%�,fn NI 16:e ax .0. SPEP I,t,-DTjw r.-w.n a� ,- 4was <anr PEN' ct LIE. 1 1 T. PM nM. I.ibT11 P1• -WN OUMK —nEbi WC<)•.a n L �1 SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN A S.D DESIGN PRESSURE RATING (p s.R. PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W OR W/O CT'nP.W RARC CHART Ia I CHART Ib I CHART Ib' CHART IC USE ENIOMLW VAUIE BETMEEN P09M ANO NDGATK A.S.D. LOAD USE MA1011UM POSITIVE ASD. LOAD VALE 3!8"0 KVNK BOLT 3 ANCHOR 5li6'D TAF'CON XL ANCHOR 5II6"D TAPCON XL ANCHOR POURED CONCRETE TO POURED CCNCR-E TO CMOUT FILLED CELL COVCRETE BLOCK. MAX.MAIC. SLAT SPM! MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED ION IRED MIN. SEPARATION TO GLASS A-S.O. 'LMU.. 'FT) 'LMAX.' (FT) 'LMAX,' (1-) MEASURED TO BACK OF STAT (inj DESIGN - -'Ab- IRESSU'RI MALL TRA.PPCO RNZ-ow UT WALL TAPPED SCALD -OUT �Ip..OUT WALL - TRAPPED BUaD-OUT BL%D-= W/0 S10RM BARS 1NJ STORM BARS RATING 1A>tlHt 11pIWf ooLW w/'� 1 t UDW MOUNT rW+r IT.( t,� &t 'n WONT w/�`E� WUNIT MWW NIDUNT M t E NOWT w/(Lra IN14D ZON& MND 20ME WIND ZONFt MND ZONE (Osf, SFT MOTO i SL NOTES * SLE IIOIE i SEL N016 • SEE NURS ! ffi MOTE • SQ NOTE i SIX NOTES i Vii: SE NOTE i SEL MOTE • SQ 116 -i SEE 11083 M 1-3 4 1-3 4 1S'-4• 2D' -O' 2Q'-0' 20'-D` 15'-4' 0'-D' 2____ IB' -0" 2f.'-0' i5'-4• 18'-0' 15'-5' 1" 14 --Z2' 6• 7- 35.0 _ 20'-0' 15'-_`' 20'-0' t8'-0' 20'-0" 15'-0' 19'-0" 16'-3' 20'-0' 15'-0` 16'-3' 14'-0• _ 1' 14 11T E' 'J- 40.0 20'-0' tg'-2• I9' -T 16'-6• 2D'-0' '4'-5- 1T-4' U' -1D` 18'-11" 14; - 4' - la' -1G` t2.-9• 1` 14 1�2' 6' 7- _-_. 45A _.._ ._. 20-0' -0' t8' -C' 15'-3' 20'-0" -. t�-2' 16'-0_ 1}'-9"_ IV -4" 17•-4t4'2 12.-0- i• 14 f2" 6" - 7' 50.0 .__r._.. _ 20'-U' 4 -IC' t6'-9• - 1<'-2' 19'-1` 13'-1' 14•-10" f2'-10' -13'-9' 16'-Y 13'-t` 12'-9" _ _ 11'-C" i' fi i/Y 6` T 55.0 Lp-- -. -_ _-_ 20'-C- te'-8' 15-s• 73'-4' _ 1T-9` .. 12'-4' i3'_..__ -11' _a. 12'-1• _ _ ___ _ 'S' -D• i2'-4' 12'-0' 1C'-6' ._ __ .-___.. 1' 14 t/2" _-. 6- .. T 60.0 _-.. __-__ __- ._ I°'-5• 13'9• '4'-;' 72'-Y _. 16'-9' 21'-8' 13'-2" 11'-5' - _ _ N'-2' 11'-B• 11-4• 1�-0• ./2' 1` 74 1j2' 6" T 85.0 to -4" :'-11' t3'-11' tY-1t` 15'-9' It' -0' 12'-5" " 10' -ti' ._..- _-10- 13'-4' 1f' -d' 10'-1C• 4-6" 1' --_ . 70.0 t7' -a" 'Y-1" !3'-'.' 11'-4" - 15•-D• -. _ .. 10'-6- �_ 71'-f0' f0'-4' ..�_ _ _. 17-9• •0'-8" 10'-4• 0'-0' t' 13 1/2• 2 6• 7- ---_-. _. - ta_ F 1__ -eT 1--1_ D- ' -3-•- a_.• 0_- 1-.-- IC.d". '--f_O.'_-0• B---. 1_2___- E- -_--._1_•• -v. 11 T-�_S 80.0 -`2'-�' 1r -c• -s_ .. -1 9'-s 10• TG o'-Y I1'-7_ 9'-S 9-3" E'-E . 13 t13* 66--_." T 85.0 _IG _ 15'-0"_1G-6' 't 10'-0' _..- _t- U-_' 9•-3- 1.0-5' 9 -3 . 9'-3' 9-0' --0- _ P.' -S' t' 13'r6' T .-7.5-.0 90,0 t0'-1• 1t'-2' 9-4' 12-6 - B-10' 10'-1• g' -t- -11-2• --'.------ B-10' --1o. A' -C . 12 1 2- 95.0 ''_- 9'-8- 10'-9' 9-4"_t2'-0" _. __-_.i._0 __ 8'-5` _... q. -I. 8'-7• 10'-4 8-5' 8'_6• --10_- T_0- . 1 12 1J2' G'T 100.0 ,�_1�_.0' 12*-_' 9,-,- 10'-5' 9•_1• +1"-6` 8'-4' _. _-5" 8'-a' ... _10'-dg-48-3" 7"-6' .` 1_ 12•_ 6, 7• 105.0 12'-i' 2'-C' 10'-i" 8'-9" 11•-3" 8•-0' 9'-2'. ..8'-2` 9'-8' 8'-0' 8'-0' T-4' 11 1/2' E• 7" 110.0 --- - � - 11'-7' A' -S' 9'-9• 8'-6' -11' 10'-11' --'0- - Y-10` -- -- 8'-iC" 7'-11' -_1 - 9'-3• Y-10' T-9' T-2' ---- - - t- 71 - 1. 8" - -._._ 7- %15.0 1t' -t' g'-5• 9'-E• 8'-<' _ TO' -T T-8` 8'-8" - T-8' 9-0" T-8' T-8' - T-0" - _1/2' I' 11 I/2' 8' 7- 120.0 •0'-g• °'-t' 9'-3'- g'-2' •C' 3' 7•-5- 6,-5" 7--6' W-11- 1'-5' 7•-5°- 6•-10• 1• 11'. - - 6" - __. - 7- 125.0 .___. 10' 2" T 5• 9'-0' :'-t1' 10'-0' 7'-2' __. 8'-2 - T-<' _ _ __-. _-__. 6--B- T-2" 7•-3' 6'-8' - ___- 11• _ _ 6- - _ T 130.0 9'-10' 7'-6" g'-9' Y-5' 9'-9' Y -O` 8'-0" 7'-2' B'-5- T -O" 7'-2' _ 6'-b• t' 70 t/2' 6' -- 7-_._ 135.0 9'-5' T-2' 8'-6' '- 9"-6' 6•-10" T -TO' 7'-1• B•-2' 6'-10' 7'-C• 6'-5" 10 1/2' 6' 140.0 9'-1' E'-11• 8'-4' - 9'-'• - T-8'6 B'-0 - 6'-10• fi'-<` -t" 101/9` -__6__._. _'. 145-0 B' -iD• - P•_ 7•-s• ,.-_.. 150.0 8'-6, 9`-0^ T_>• 8'-6' - 7* -4" - y -g• 10" 6" 7• 155.0 2'-3' - 1.-s0• V-3' 8.-3. - 7,-2. _ 7'-7. - - - �� -- ID' -6: - - 7- 160.0 B'-0' - T-8" 6'-10' 8'-0' - T-1' - T-5' - - - 1ID 6' T 1. ABOVE INDICATED MAX SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES 04 SHEETS 1l 6c '6 INDICATE THA' AN ANCHOR. SPACING 15 AVAILABLE FOR THE CORRESPONDING SLAT PRESSURE iN A T(� Fp 111p111LWRTgNF ', �(,A ,/j SPAN AND A.S.D. DESIGN RATING. ;` FLORIDA BUILDING CME (Nan H.gh Velocity Hun:cone Zone) 2. REQUIRES SIDE RAILS FAS'ENED TO EXISTING STRUCTURE WIT,, y�.:' \(+ENa%C' �� C tots ra'Eeo Nautilus I :Furs e• 3/9"0 MIRK BOLT 3 ANCHOR OR 5/16': TAPCON XL ANCHOR. INTC + rR.L POURED CONCRETE OR GROJ- F•LLED CELI. C3%CRETE OC+.. OR BL = N0.44167 ° = � = IJ `, 11LIE C O Ro1F1ng Shutter System I oy,u is WITH 1/4•R TEK SCREWS AT MULLIONS CONNECTION. VALID FOR � * z = IMC. atE WALL MOUNTED, TRAPPED MOUNTED, AND BU" LD -DUI MOUNTED.= • 4MLn TESTING k ENeSNEEMWMe C.MP.Nv EXPERT SHUTTER SERVICES INC. k26 >r. 91LTNOW Sari - 3. MAXIMUM SJ•- SPANS FOR INTERMEDIATE LOADS NAY BE i •.�A• C 4. ,: Cc,`s,� ''. 1CINNIID ,_,.,a wK,e,wr�• !W1 taaA ST !,pE. R FWn.T- .N71 W<v-1.tT In; ,; 1Tt_:yx. pM4NE1G Me OEiERM+OED BY LINEAR ',N'ERPOtATIDN BETWEEN END VALUES. s fr•• •- E; s 1 E3-cn.•�6 J1, rWLL" I I ar � M�•• 1 i !Fi�'4�IAet#4�pQ�'_ -rIP1M t- A. 1 ^ I vs . w E'�/.a•11 I i mNr •s a za I N 11 � i I MAX. ANCHOR'S SPACING SCHEDULE V8 FOR A GIVEN PRODUCT MOUNTING TYPE. W/ 3/8'0 KWAK BOLT 3 ANCHORS TO POURED CONCRETE WALL. A.S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNT SLAT SPAN RANGE DESIGN RUgC N-4' 1 > 4'-S' t > 5'-6' 1 > 6'-7 1 > 7'-g' 1 > 9'-12't > 12'-16' T > 16'-20' t MRcE (Py: 1 30.0 9' 9' 9' 9' 9' 9- 9' _ 131-w - 9. 9.-4. - 9. 9. . _ —a.-- -_9. _- 7' S 5/8' - B. - 9- 9' -^ -9' 9' >4 -m 9- 9' 9' 9' 9' B' S 5/B" 5 5/8' __ 1 SLAT Ii4IE: ..__ -.-_ _ __-_ —._ _ _ .. _. _ SPAN MAX. SLAT SPAN FOR A >el -ms o• 9' 4' 9` 9' 6 1/2' S 5/B' - GNEN A.S.D. DESIGN rt01-tm 9' 9 9' 9' _ 8 _ 6_ _ - - PRESSURERATING SHALL >Iat-tw 5- 9- 9' e' )" 6' - _. NEVER P INDICATED ICATED CEED O SLAT SN SLAT >In -16o 9- 9' 9' 7' 7' - - - SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. SLAT SPAW RANGE DESIGN Nxim 0'-C 1 > 4'-5' 1 > 5-8' 1 > 6'-7' 1 > 7'-9' 1 > 9'-12' 1 > 12-16' 1 > 16'-xf 1 them (Aa6 e m.0 9' 9' 9' 9- 9 9' 8' - >19b -tap 9' 9' 9' 8 1/2- 7m /Y]" am 6' BUILDOUT MOUNT luz As.p. I SLAT SPAN RANGE FR6wNL I 0'-I' T f 5' C' > -S' T > -6' T > 8'-)' 1 > 7'-9' T > 9'-12' T > 12'-16' T > 16'-20' 1 (✓ Q (E) p Co CE © I qq I � (E) (0 (0 E; E E 9' 9' 9' 9' 9' _9" 9- 9' 9'_ 9' 9" 9' _ 90 7 3/4' _7'_ ]' S 5/8' - --g. 9I g:-9-___]- 7• _ 6---'-, 5/8' 55/8. 55/Bm >41-m 9' 9' e' 9' 9" 9' 9- 9" 9' 9' 9" 9' 9' 7 I/2' ] I/2' 6' S 5/8" S 5/8' S 5/e' S '/8' S S/8' —_ __.. _-- _ ._ __. -__ -- - _ - >¢I -m g• g' g• 9' _ 9" _9' 9' 9- 9' 9' 9' __ 9' _9' 9' 7'_ 5 5/8' S 5/B' S 5/8' S 5/8' S 5/8' - xt-105-9'--9'_ 9" 4' _9' 9' 9" 9- 9 - 8' _ _B_' _ 6 1/2' 6 3/4' 6 3/4' S 5/8' S 5/8' S 5/8' S 5/8' -- ----- --- >to¢-1m _ g• 9' 9' 9' 9- 9- 9' - a- 9' -- B' 6 t/2' 6- 6" 5 5/8' 5-5/-8' S 5/8�--- - --- -- - - >t21-Iw 9' _ 9' 9' 9' 9- 7 1/2' 8' B- 6 I/2' B' B• 6' 5_5/8' S 5/8' S 5/8' >la -1¢p 9" 9' 9' B' 8' 6' 7' 7' 5 5/e' 6 3/¢' 6 3/1�` 5]6' S 5/B' S 5/8' —( - --- - — -I - - — -- /',.(Fri tib ;� c g 4 4fy p W RCRM fiL'L.DINL CODE }Nen R Yeix' Burr��M �M7 a V: I: xcs mrtc - NQu LIIUS Rdl nq Shutter sysem t / �ILECOI.e.� u +xLr+sw9 Lspi.n>cweu al EXPERT SHUTTER SERVICES IN 071 sw ¢LnwL smcn s IwL. tt rose ' F P' ,Lc •II�TY VL L='� � MAX. ANCHOR'S SPACING SCHEDULEVb FOR A GIVEN SHUTTER MOUNTING TYPE. W/ 5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN LOAD & SLAT SPAN RANGE WALL MOUNT A&& SLAT SPAN RANGE Dem Rampmemm 0* -4* t > 4'-5' t > 5,-6, t > 6'-7' 1 > 7'-9' t > 9'-12' 1 > 12'-16' t > 16* -20* t PAWA(PO) 30.0 a' B. 7 112" 5 1/2' >_31--4-0 g. g.8 8-- 6- 4' a a-4- --- 4. t NOTE >61-60_ 7- 4 1/2. MAX. SLAT SPAN FOR A W-105 -- 6 T/2" F- - '- ' 3 3/4- T 5 LA, SPAN GIVEN A.S.D. DESIGN LOAD — 5,106-120 8' -- a" -- 8' - - 5 1/2- 4 1/2- 3 3/4' - - SHALL NEVER EXCEED kW. SLAT SPAN INDICATED ON 7 1/2- c" 4 l/ 2- 4- -3 3/4 - SLAT PERFORMANCE CHART 4' 4' SLAT SPAN DEFINITION ON SHEET 15. TRAPPED MOUNT AM OEM SLAT SPAN RANGE PRUMM 'Jam k."(.!; G'-41 11 > 4'-5' t > 5* -6' 1 > 6'-0' t > 7'-9' t > 9'-12' t > 12'-16' t > 16'-20' 1 30.0 6" 6' 6. 5 -./2- .131-0 6. 6- 1/2" 4 6"_6. 5 1/2- 4 4' 6' 4 3/4- 3/4- 3 3/4 >106-'20 6 5' 4- 3 !/4' .171-c 6'_ 5 3/4- 4 3 3/4- 3 :1/4- >141-150 6" .3 3j4 - j BUILDOUT MOUNT ASA. SLAT SPAN RANGE OEM PRE"m W-4' t > 4'-5* t > 5* -S' 1 > 6* -7' t > 7'-g* 1 > 9'-12* t > 12'-16* t > IC -20' f f low CE) (@ OE !(4 I OE 'jo 0 (D (F; %Ej (E) (E) RAIATIE(.1; (E) (E) 30.0 6' 6' 6" 6' 6" 6- 6 6. 6. 6-_ 6" 6- 6' 6' 6" r. 6- 5 1/2- 5 1/2- 4 1/2- 4- 4- 3 3/4' >3I-40 6" 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" 5,41-60 6" 6' 6' 6' 6" 6- 6- 45- 6- 6 6- 6- 6" 6- 4- 4- 3 3/4' 3 3 3 3/4' 3 3/4' - 6' 6- 6- 6' C 5"_ 6' 5 1/2' 6" 6' 5" 5- 4- 3 3/4- 3 3/4 3 3/4 3 3/4- - - >81-105 1. 6. 6" 1;"6 6- 6- s- 5 3/4- 4 1/2- 4 1/2. 3 3/4' 3 3/4- 3/4- 3 314- 3 3/4- 3 3/4' >106 120 6" 6- 6 ' 6- 5 1/2' 5 .3/4- 5 2/4' 4 112' 4 1/2"' -f--3/4' 3 3/4' 3 3/4" > i 21-140 6" 5" --�/4;�,�/4' 3 .3/-' 4 -?2' 4 4 1/2 3 31,V 3 -3/4" 3 3/4- -.6" 41/2' 4 1/2' _41." 3 3/4' L- 4' 4" 4- 3 3/4- 3 .3/4- ' IR T1f4014011110" i,, I FLOP.13A BUILDING CODE (Nor High V.Iuc;ty Hr6rore Zo) ............ C 2015 ",TM -NC Nautilus v7 VV / I I L I E C Rolling Shutter Sysiefr jj�A* _ = "TE EXPERT SHUTTER SERVICES INC. T TESTING A CNG+ -VER --G COMPANY STATE J SI L� E. 2.96. ft '9' ki Z' I-" 4 'I.L.7 J" P E mv. -r 1 '- o'W w.I - —. MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE. W/ 5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL. A S.D. DESIGN PRESSURE RATING & SLAT SPAN RANGE t WALL MOUNT wx Asw SLAT SPAM RANGE 0651911 D' -a' 1 > a'-5' t > 5'-6' t > e'-7' t > T-9' t > 9'-12' 1 > 12'-16' t > 16'-20' i RANLL (pal.) _ a dao 8' 6_' 8'9• _ _ 9' _ 8" _ _6' _ 4 1/2' >s1 -a9 6 8 7 1/2 _ 7 5 1/2" - MWSUTp D FOR A >a tm 8 _ 8 7 I/2 5 a_ - SPAN - A.S.D. RATING S _ _ _ PRESSURE RATING SHALL > ae-fm 8 > 1/2' 6 _ —_ _. _--_ --_� SPANNEVEEXCEED M N SLAT 1P -1w 8 6" 5 - - SPAN PERFORMANCE 061 SOT _ _ PERGORMANCE CHART ON >,• 1w 7 s + SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT I SOT SPAN RAKE P-4' 1 > 4'-5't > S'-6' 1 > 6'-7' t > 7'-8' 1 > 9'-12' t > 12'-16' t > 16'-20't RNIGE (R+fJ . ti 6' 6' 6' 6" 6' 6' - >6t -w fi - _-5 l 1/2' .. _. 4 1/2'— ID6-,D >6- >012 fi _ 5' _ 6• _ 51/2- /_ 4.1/2_-- an -+w 6 5' 4 1/2' 3 3/4- M41 -1w - 6' _ _ 4' BUILD -OUT MOUNT SLAT SPAN RANGE PIeD511PE 0'-4' t > 4'-5' 1 ] > 5'-6' 1 > 6'-r 1 > 7'-9' t > 9'-12' t > 12'-16't > 16'-20't RAWImomE "C CE3 CES CE) CE) ro I (E Ei CE) I Co I Co (E) CES 1 CES E CES CE) CE•f> I C� CE) CES ICES CE) I ® I E _ : x.a _ 6' 6'_ _ 6- _ 6— 6 6t25 6_ 6' _ 6' 6' 6' 6' 6' 6' 6' 6' S 1/Y_ 4' a 1/2- 6- 6, /2- >31-40 6" 6- 6- 6' 6' 6" 6'6- 6'>u -w 6" _ 6'_ 6'_ _ 6' _ G' 6' S t/2 6- 6' _ 6' 6' 6' S t/2' 4 1/2 3 3_>61-a0 6' 6' 6' 6' _6' 5 1/2 5 1/2 4 1/2 S 5' 4'� -a6' 6" 6" 6' S 1/2 5 1/2 4 1/2>1a6-rm 6' 6' 6" 5 '/2 5 1/2 4 1/2 6 1/2 3 3/4 >w-+40 6" 6' S 1/2' {' 4' - 3 3/4 ��J161 unm,xr r1.0TDA SUWNG CODE (Ron Rin 1•e , tlo, Zone) r y��;YYYY'\CENSE''y''� cvn n•rco w. Nautilus orm`m /, R01kg Shutter System i.oN.. �* iL E�r01Yc. wx tiro , ,�z,� c� EXPERT SHUTFER SERVICES INC. y q� ICvr :'ry " nn..ss ,.. nwv _.>:,'" •sJ6 z.w. s.-wn[ zmtn 1 _�7. 'srn ris ',�'c xi Ja:6a 'fG •. F/ORiDt'.: ��c' �rrrz?6i m'°`�'y�,e i .. ...f tuu: - In:i n,_mw oecwo ro P 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 4'-5' > A.S.D. > 6'-7' DESIGN PRESSURE 0--4' > 12'-16' RATING Vx Vy sq Vx Vy < 30.0 10 60 >31-40 10 80 >41-60 10 120 >61-80 10 160 >81-105 123 210 >106-120 313 - 240 >121-140 552 280 >141-160 781 220 SLAT SPAN RANGE > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 10 100 386 120 440 140 _398 _180 823 240 1328 320 1823 400_ 290 150 794 1_80 509 210 708 270-1266 360 196_2 480 2553 582 616 767 _240 796 280 1007 360 1695 480 2422 60_0 2547 596__ 550 _ _2DO 263 711 315 1142 368 1372 473 _2009 591 2492 638 - - 728 300_ 881 360 1345 420 1587 540 2112 640 - - - - 960 350 1003 420 1612 490 1869_ 630 2039 635 - 1186 400 1322 480 1873 560 1740 640 - - - - - - *NOTE' IT SHALL BE THE RESPONSIBEITY OF THE COMW.CTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRWTURE IS DESIGNED TO SUPPORT N AND Vy FORCES IN FOUNDS PER UNT FOOT OF SHUTTER HEIGHT AT BOTH LAMBS. SEE THIS SHEFT FOR Ya 8 Yy VALUES. Vy SIDE RAIL _ 1x Vy SLAT SIAN SLAT SPAN DEFINITION FLMDA BUILDING COX (.Nun B.cx Monty Burnccce zone) ow+s ¢rtw xc Nau l�l�:srD TIL Rdling ShuLLer Syslem o•nons E C O n narwc • L. wcx.cwxc,' n EXPERT SHUTTER SESIMP RVICES INC. A B • ^— A H M �eJ�J�I .Y�r I•�va. .11 e 1 nIX 11 1N41 • -1 n�.vLN [4xM. K fn_Ou'ar SLAT PERFORMANCE CHART IDI & ICI-. (ONLY VALID FOR 112" SLIPI SLAT PERFORMANCE CHART Tjb l & jICI (ONLY VALID FOR IW SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE A S.D. DESIGN LOAD{�.S.Fl�/�SLAT SLIP 1/8'AND FOR A GIVEN MAXIMUM AS D DESIGN PRESSURE A4iNG(P Ig AND SMU TIER MCUNT CONDITION/ FOR FOR A GfVEN MAXIMUM AS D DESIGN PRESSJRE RATING IPSO AND SWITTFR MOUNT COI:DHIDN FOR SHUTTER MOUNTING TI�� FORM FRAM )S WALLS W/2 -x4 -STUDS. INSTALLATIONS W%0 STORM BARS PER DETAIL 2 BELOW INSTALLATIONS VW3 STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib I IV� j ICI CHART IIB I V/ CHART TIC I uff ~MEL` aTWmt MIRK A1O 03AIVE AM UIll Ai° � CHART Ino wM"E 18 NOUN VILE E111�M P09M NO N WK ASA TMD � LLB W MI WLE BE1iDl F=K Alp N9011E ASL I= AW105101lM WOL SLAT SPAM 1•E SAT � M ML SIRARATM 1D G/c55 MCSIiED TO 115E IAAI A.S.D. USE W17i0= Pp6RNE ASO. _ (TI W000 GRADE BACK OF SLIT ( 5116'0 TAPCON XL ANCHOR T Ia�C VALUE LOW VALUE 5'16.0 TAPCON XL ANCHOR T ILMD VILE W/0 STORM S µ µ RKTAG 1 �4 �y mw VAX SLAT SPAN •LMH-� REDIA W MEL SEPA/GOION TO CLASS MkVMUM R£OIIIRFD YAY SLAT SPAN •I.A6N.• {P -r REARED ML SEIVMTLN t0 GLASS 7a Non s 2oNEs NwDg�rf2oNE Imo a 1-3 vAA.SDLmwM .L (It) (Fl; IaURED TO RACK OF STAT ( .• A%l (It) LERAED TO BILI( OF SLAT (:n)DESQN SCUTNERI. PINE 12 (6=0.55) 60. .'-: 4'-5- DESMp 1 Blwo-art IrJ�art wtw0 ua (P•ly €_? w� nlw� A WAOo A+ A/c STORM 8MF wNo z0rts .'IND ZONE PRESS"WALL RATNG fP", avlu aw TAD -OUT � ,wry w/O SiORY BARS MOLAR MusD W/ x! A nAo•aI WTNO zoNaS WIoa-f - - - - -- COU0.AS-FlR-SOIIM (G=CA6j 60 ,'-5" _ _ SPRUCE PM-FIR-SRh (G•O..SG 60 T1•-5' -- _ 4_5' - 41-1. Da Noloa) lErs !oma) t� Nolo 4)- E 7 t I-3 , tMx Nvm a! Ila Nadal {sQ NIOIrP a) • - 30A •10-0• 10'-0' 10-C" ,- 1/2• 30.0 s' -J' B'-3- 3-3• T -T ,' 6 '(8- MY -'10•-O. - i0. -D_ ... t0. -D. 7.-5_ - - 1. -' r, !!i' 35.0 SIA'+ :'-6• 7'-0" T-4' 7'-J" I• B !6' -_7..".7. - _ . 40.0 10.-0. _ - 10._c: - ,c.-6. _._T_S' _- L is 1/;: 40.6 .1 -7•_7_-7_?'-0_.__ 8 lie 40.0 10'-0 10'-D ID' -D 1-2' 1' g 1✓" 43.0 _ 7 -. _ 7.-4. 7 . _ b. -S. B 7!8 �3 - >Y/7 304 ••• 7 _ 7 3 7 3 6 6 " 8 </6 .. 33,0 T -C IG' -0 TO' -R 6-D' t" y 1! ' 35.0 •'• 1-- B 1/3 7-3- 3 _6 1_ 66,0 r ID' -D' IC --G• - tp'_O• 6' 0• a, t/1' 6Q0 u' 7'-3" 7-3- 7'-1` d'-2" I' B 1✓6�_� I ..-!T.. SLAT PERFORMANCE CHART !ONLY VALID FOR 118• SLIP) SLAT PERFORMANCE CHART IV (LESS THAN 118' SLIP( I FOR A GIVEN IIAXI IUM A S D DESIGN PRESSURE RAZING (F a D AND SHATTER MDUM CONDIr*h FOR FORA GIVEN A S D DESIGN LEAD N a f, SHUTTER MOUNT CONDITION INCLUOINO- INSTALLATIONS W'O STOPIA BARS PER DETAIL 2 BELOW ANCHOR TYPE ANO FOR INSTALLATIONS Nt0 STORM EARS PER DETAIL 2 BELOW u� CHART IIIb 1 I me"/ IIIc I • i SLAT SPAN DEFIN I710H CHART 5116"I TAPCON XL ANCHOR USE OWN WILE 117111M POWI E MD NWK ASO, LGYO USE IAHDOY P'OAINE ASD. LSE MA)WM1Y VALUE BETWEIN PO$MT USE 1LAIOWM POSITIVEAAl `'-a b N. Y0G i IIO.NT A 5176'0 TAPCON XL ANCHOR MIN. SLAT I LOAD VAIN AND NEGATIVE ASD. LOAD ALSO. LOAD VALUE ".PAN IIIM SLAT MIL STAT Wj, IM, ypMypN •� MAX. SLAT SPAN Ia4pN1� •LMA7L• It ) RE0116sD L/N. Sl73WO1ONl 16 CLASS SPAN SPAN To awv aLrAn•sD m •LawL• (FT1 •Llil.• (F-) eAOI or AAT (-.I r_ ^� • : `i tLwfa;. xw Asn. (FT) ( MESIRED W allX Of SAT (a.) DESIGN .. .: • �:: 'A= P.� INT llu - BALD-= INN. iRalam W/o STORM RARS tWMr, iRW4C NYL 11Un[D LOAD A RAC -art A W.o-CN W/O S70RU BARS (2) 2.4' STUDS Y'^ (l Y4 FIUI S#. LI.-IEya)1 1 MTRG mom W/ MOWN W/ 'cit A rD--dW WIA BIND 2ME IPTG'' My7�A06 ,�[� A'IAD ZONE ww0 ZONE a' (P.1) FY I=a A) Nalom4) (M M7"O'A) jet T- 1-3 • ? GIsE bIIlAT16A WAP1ISA 1-3 , DETAIL 1 (ELEVATION) 0 • 7'-6` 7'-6' l' -f- . 5'-7 1" 30.0 • ti -6' - 35.0 F .--..c . - O G'-]'- . -7-[ 10.0 •' B'-9' 6"-1' 6'-5• ['- t - t ' /b' 40.0 '+ _ 6'-0-_ 0 NOTES; 46.0 ••• t' -e' 6'-6" 6'-P' 5:-n" - I" t. !/d" _.. 45.0 •"• 5'-10' 0'-p• .. t, .._S' - SOA.._. _ . _ _-_ __.__.n_ -_ ••• E' -S- 6•_5� e'...;• -_ s _v" r e t: ^- 0 r- -B' AEVY7: NDICATED IAAX. STAT SPANS MA- 3E UJEC AS LOW AS _ _- 66.0 ••• ti' -1' E' -S' b'-1' S-7- _ • �e" _ MID w_ 5'-7• ANC -ICP SPACING SCHEDULES ON SHEF? 21 INDICATE I"T A SPACING _ 60.0 "' 6 - f' 6'- t' 6'- -- -- . e `-`T 60.0 "' S'-S- IS AVAILAELE fOR THE CORRESPONDING SLAT SPAN AND A S.0 CESIG14 LaAD. YO MAXIMUM A.S.D. DESIGN LOAD VS'WODD GRADE SCHEDULE: T WOO FRAMs WALL TO BE STILT STRICTLY Ni ACCORCANCE 417- -- SPECS (afll£N OM1 1;ETAIL AHC PROVISIONS rPOM CHAPTER 23 OF ' • MAUD FOR DOUaAS-FIR-SDNH (0-046) THE KLORI;W BUILDING CODE LMIHiMUV .ENGTH OF WAL. AT EITHER SOL.THER4 PPE 12 (G OM) SIDE 0P OPENING 5.1ALL BE 33 yly. SFFIJCL PI'E--9R-STH (0-0.36) '-`�__,- •' %" FOR DanA-,S-R2-SOUTH046) _ __. � j•" WJy D FOR Sa)1HM ?II'E 12 (G-0..%) x 16-1 1✓` SLAT SPAN DEFIMMDhI y. 1AA�,.T. L Tlf �IIi.. FLORIDA RUILDING CODE (Non Sign Veocily HvY itonc ZOnt) •. FOR All Mawr t o FOR A -�Ko-,.....•; IL -0' PIA_'1-pUl MAz r!R d} C 2u'S i>v'E:O K 3•AAI. Bf: ro.TnR.,LDIG NautilusINSTALLATION L; INTO WOOD FRAME STRUCTURES \;O,['r/>:> .\CEN _i= 'IL'ECIMG\I Rcllin9 Stutter System " TIlt1 COMPANY EXPERT SHUTTER SERVICES INC. . ) - •.`. .: 'S.0'I [YApll7O TESTNG (ti, •S'• A E GINEERNi _ '1 ¢ ICvpw Trw: )TIM IbT�'6 ST. M' •' 6PORI :T. -F. lk 3aY7 -II ( 'P,,6Wa' O4 EF- n: LU -PaxwWwGSAEOF .'Z - (T• a,- '. I!r; • iI ('lP Eo- DETAIL 2 (ELEVATION) C BT)C! 1 i Mcn ;nFFa ,/ rS 'y.yp"4• .9 In; d �`r I e` E�A 1ALrt n1 P L f7��Y a.rd fI Lo,..AL444b+ MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE. WOOD GRADE. A.S.D. DESIGN LOAD (psf) AND SLAT SPAN RANEE WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD (SEE DETAIL 1 ON SHEET 2C WALL MOUNT TO 2"4" WOOD STUD WITH MINIMUM 1/2" PLYWOOD tore) SLAT SPAN RANGE WOOD GRADE SLAT SPAN RANGE WOOD GRADE Rt `I>5 7 `> 71.9'`> (P1) 0'-e to 4-6' 5 30.0 30 J 15 - SOUTHERN PINE 12 40 6' (13=0.55) u 6' 6` 6` 6" 6'6- 6' ec 6 6` 6- 5 -/4" 5 1/d' 4 1/4' DOUGLAS-FIR-SCUTH i 30.0 6` (G=0.46) I 4u 5" MCE PINE-FIR-SOUTHI ; 300 f' fG=C.36) WALL MOUNT TO 2"4" WOOD STUD WITH MINIMUM 1/2" PLYWOOD tore) lSEE DETAIL 2 ON SHEET 201 wiow SLAT SPAN RANGE WOOD GRADE Rt `I>5 7 `> 71.9'`> .o• 1 O're 4' >l toy b8`> 6 b 9 to ID'r 5 30.0 6" 6` 6" F ` E- 6' SCUTHERN PINE #2 c0 ... - b 6 - 6" E" 6' 4 3/4' (G=0551 50 6" 6' g.— G. — 4 3j4' 3 66 -11/2- DOUGIAS-FIR-SOUTH s 30.0 6` 6` 6" 6'6- 6' (G=0.46) 40 6 6` 6- 5 -/4" 5 1/d' 4 1/4' SPRUCE PINE-FIR-SOM ,- 30.0 6•• , 6" 6' + 6` 6- (G=036) BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 112" PLYWOOD (SEE DETAIL 2 ON SHEET 20) YAIOIRM SLAT SPAN RANGE W000 GRADE Ute'-�L > 5� ` >✓6'a' " > 7-9' >5•-w. :G.7i 1 pM Ir/IE�11aUlE 1'� Ypnt N f Ig1RR rEl. -.1v a9EM N!E YOM v E• Nrt�C IdRa /iEN 6" 6" F' r` 6' 6" 6' E' t' _ E" 6" SOUTHER% PINE #2 40 G. _.. 6.• - 6` f` E" E c" 6" 6` � 1/4• 5 ./4' (G=C.55) 50 6- E' 6' E` E" 6" E' E` '/4" 5 1/4' 4" 4' fi0 6" E.' 6" 6- s" 5` 5 3; a" 3j4a" a" 3" 3' DOUGLAS -FIR -SOUTH i 30.0 6' 6` c' 6' {I 6` 6' f` 6- 6' (G=0.46) 40 6' 6" 6' -... 6' 6' 6 5 1/2«I 4 '/2` 5 ,.•2" 5 1/2-1 4 1/2.. -4 1/2" SPRUCfG=036)-SM `300 6" I 6- I 6. 6. I 6- 6• I 6• + 6• 6. C.- 5 1/c- 5. * N4.L MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLA- PERFORMANCE CHARTS ON 20 SHEET. FLORIDA 6:AL171kG CODE (Non 1Ggn VeIscity Hurricane tore) -'r.�'-" P••'��GEI+I$F'.'P''' C:C:STkIECO./. IdB = .W lc/;_ EXPERT SHUTTER SERVICES INC. l Imo, •'4� `I"11 'ES—G A E.GMEERM C_P/ Em .r w- s+ pan. mvae� fNl� M. UCSkii-tSJP r`n��fYk-!'�- f5.0 I � J 1( 1 ril- ••x1 111 1 1 11 0•-. FLORIDA 6:AL171kG CODE (Non 1Ggn VeIscity Hurricane tore) -'r.�'-" *Nautilus I 7EL. RcI ing Shutter System I .W lc/;_ EXPERT SHUTTER SERVICES INC. DATE 167E 5:. 3 --OPE 51RELi POR' S7. =C. EL 34-PI +•wL::woe;119`J. 1.1)]Si n1-OIGt D9eNWG 110 I � J 1( 1 TABLE 1 MAX. ALLOWABLE STORM BAR SPAN f ft) FOR A GIVEN A.S.D. DESIGN LOAD (p.s.f.), & A GIVEN STORM BAR SPACING (ft) ** ** MEASURED IN BETWEEN CENTER LINES OF STORM BMS IN I FEE' OR FROM TIP OF SIDE RA,.L TO CENTER OF STORM BAR. R AA BWLDNG CODE (Non High Pobdry Rur¢cne ] ) STORM BAR SPACING (FT) Rolling $Nulla System OEM PREMRE �ILECOINC. wr .w m..xo co.x.l nw"ilx x l EXPERT SHUTTER SERVICES INC. 4Sw Y'JWSm i:6 x[ [A eta s.. ixc F. s.ae. dw 15-07, mn v Y ]s . RATING 2' 2.667' 3' 3.5' 4' 45 5' 5.5' 1 6' 6.667' --- 9.Id 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" ii, -O" 11'-0" 11'-0' 11'-0" I THIS REGION IS ONLY VALID FOR INSTALLATIONS _ 35.0 .__o... 11,_0, 11'-0" --11,-0,- _ _. _ _ 1-1 11,-0" ._.. _-_ 11•_0" _ -_ - µ,/ 1 OR MORE STORM BMS PER SHUTTER L --- ------- 11'-0" 11'-0" 11,-0" -- -- 11'-0' - -- --- -- 11•_0• - i _---_ --- 40.0 1 "-0" 11'-0" 11'-0" 11'-0' 11'-0" 11'-0" 11._0• 11'-0" 11 •_0•• ' 1'-0" 45.0 11'-0" 11._0• 11•_0• 11,_0" 11,_0" 11,_0" 11'-O" 11'-O" 11'-0" 11•_0• -- 50.0 11'-O" 11'-0" 11'-O` 11'-0" 11'-0" 11'-0" _. 11'-0' _-_ 11'-0" 11'-0" 11'-0" • -_- I"THIS REGION IS ONLY VALID FOR INSTALLATIONS I -- --- 55.0 ---"' 11'-0` --114 11'-0" Ti1'-0" _ 71'-0" 11'-0" 11'-0" - 11'-0" 11'-0` --- ' - ----- 11'-O" _ 11'-0" • W/ 2 OR MORE STORM BARS PER SHUTTER. i 11,_0• 11•_0• 11._0• 11•_0• 11'-0" 11'-0" _-11•_0" 11•_0• 11'-0" 11•_0• • _60.0 85.0 11,_0.• 111-0` 11'-0""- 11'-011•-p• 11'_0• I1•_0-..__11'-0-• - _-- - - 70.0 11'-0" .-..- - 11,-0" - -- - - 11'-0" _ --- 11'-0" __. _._-. 11,-0" ---- 11'-0" _- 11'-0" 11'-0" • .__-._- 11'-0" - - __6 75.0 1,'-0„ 11- 11'-0" _------. 11'-0" 11'-0" ._-. I1' -D" _. 11'-0" -- 71'-0" 11'-0" • - 80.0 11,-0" _ 11_0" ___.. 11•_0" -_ 11,_0„ 11•_0•, 11'-0" _- 11'-0" 10'_1p• • .0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11•_0" 11 '_p • _ 90 90.0 11'-0" I1•_0. 71•_0" 11•_0" 11'-0" 11'-0" - 95.0 11•_0. !,'-C" 11. 0" 11'-0" 71'_0'. 11'_p^ . __- 100.0 11,_o --11'-o.'---11._0:-- 11._0., 11'--o•- - - _--- - ---- - _ --- 105.0 -- . 11•_0•. , 1'-0" -- 11._0'. -- - i l'-0" --- 11'-0" - -- - - - - - 110.0 11•_0• - --- 11•_0' - 11'-0" - ---- 11._0•• 10•_10' - - - --- - 115.0 ,+'-0" 11:_0• 11._0• ;'_0., -. -------- ._ 120.0 11' 0" -- -- 1 t'-0" - 11'-0` 11'-0" -_ -_---- _- --- - --- --_. .._. 125.0 -_ _. 11'-0" _ 11'-0" -- .. -._ 17'-0" -- 10'-10" 130.0 1 i' 0" 11'-C• 11'_p^ - 135.0 _ _-_-. 11'-0" __ 11-'_0•' _ 11'-0" 140.0 11'-0" 11'-0` 11'-0" - - --- 145.0 11'-0" 1Y_0` 10'_11^ 150.0 11'-0" 11' 0" 155.0 11'-C' 11•_p• _ _ _ _ _ _ _ _ 160.0 i "-0" _ 11 =0' ** MEASURED IN BETWEEN CENTER LINES OF STORM BMS IN I FEE' OR FROM TIP OF SIDE RA,.L TO CENTER OF STORM BAR. R AA BWLDNG CODE (Non High Pobdry Rur¢cne ] ) Rolling $Nulla System uim:a �ILECOINC. wr .w m..xo co.x.l nw"ilx x l EXPERT SHUTTER SERVICES INC. 4Sw Y'JWSm i:6 x[ [A eta s.. ixc F. s.ae. dw 15-07, mn v Y ]s ANCHORS TYPE LEGEND A 3/8'e CARBON STEEL MK BOLT TZ EXPANSION .WCHCR W/ 2 1/2- Mm. EMBEDMENTes A: 5- Min THICK POURED CONCRETE (I'c - 3009 Pel) B 3/8'oxl 1/4' POWERS CALK -IN ANCHORS W'/ 1 1/4" AN, EMBEOMEM's TO POURED CONCRETE (fc - MOD Pel) 4: 3/8 a-,6 MACHINE SCREWS C 1/4'0X3/4' ALL POINTS SOLIO-SET ANCHORS- W/ 7/8' Mm EMBEJMENTee TO POURED CONCRETE (1'c - MOD Pei) k 1/4.0-20, IB -B STNNLESS STEEL MACHINE SCREWS D 5/16'0 OW'/BVLDEX TAPCON ANCHORS W/ 2 1/4' Min EMBEDMENIt TO POURED CONCRETE (('c - 2699 Pei) W EMBEDMENT IS BUONO ANY fLOOR / CEILING FlNISH TABLE 3 SECTIEON SR -$N I$N@ET 41 FORRA GIIVVEN 5�6. TSTESI�N LO� (D 8.1.1. $ $76RM BAR SPA�iNG (fl) Ass TLCRIDA BUILDING CODE (Non HIBh V.11Iy Hurricane Nautilus Roiling Shutter System Zone) }-♦6.n pPA,e STORM BAR SPACING'e' (t:r 22 `[ -it71 r cxe s• BLIMPBC nom[[ -•� 2- RE� j� p� j2 q g ry � f�TAB7LE J(�GQ f p7 MlSFi �1 �O�OA (� �j��Q [,[Q PER SECTI 3 S' 5.5- GIVENfA,%EjI1N 1 6.657- .667060 LgjN))1R .1.�jT��4A _AB.C.O 8AR SPALL (ft) m AB.Cy_ _AB,C_ AB,C STORM BAR SPACING "e" (R) AB.C.D _ AB.C. AB.C.D AB_CD.0 AB♦C D. Y 2.657' 3' 3.5' 4' 4.5' 5' I 55' 6 6.657' 6A _ AB.c __ A _ _ _ _eac MDB ABOD_ABCD _AB,C ABC. _ A&C 90.0 A.B.CD ABCD AB.C.D AB.CO A,90.D 0.B C,D AB.C.D ABC,O ABCC AB,C.D SSA AB.C.D AB.C.D ABCD „AB.CD AB,C.O ABC.O A.B.C.D AB.C.0 ABCC AB.C.D LOA AB.C.O _A�C,D AB,C.D ABCD AB.C.D AB.C.D AB.C.D ABC.D_ ♦BC.O AB.C_D IBA ABCD AB.C.D AB.C.D AB.C.D AB.C.D ABCD AB.C.D A e C.D ABCD_ C _ _ _.. 500 AB.C.D AB_C,0 _ _ ABCD _ AB,C.DB.C.O A &BC.D �ABC.D B.C.D _ASCD_ AB.0 BSO _ _A_ &C.0 A ABCD _ _AB.C,D AB.C.O A, iB C 0 AB.C.D _B,QO_ _ A.B.0 _ ABC BOA _ AB.CA a. xBuCD ARCD AB.C.D ABCD ARCO AGCA A.R,C _ AB -C A BSp AB.C.D A.B.C.O ARCD AB.CO ARC.D A ABC. Ae.c _Aq.0 A 700-B.CD A AB.C.D ABCD AB,00 AB.C.D ABCec A.B.0 ABC _ ABS _ I 7A0 AB.C.D A,% ABCD A.B D , _ 8,0.0 ABCD BC AB.0 AB A A BOA AB.C.D AB.0 D _rC -AB.C.D AB.C,O AB.0 AB.0 _ AB.0 A _ _ A A BSA _ AB.C.D _ A.B. gO _ 0 ^6. _ AB.0 ABC _ _ A _ _ A _000 Ae.C.O A.%C.D. AJCD_ ABCD _..AB.0 _A_yC A.B ____A, _A A ___ AB_ICD AB.C.O ABC_U,_ A _ AB A P _ ♦ A 1000 ODA ABCD AB.C.D _ AB _ _ kax _ AB.0 _A.B.0 A a A _ _ A 1464 AE,CA AB.C.D ABC AB.0 _ _ EB ke A A I104_ AB.C.O _ ABC.D AB.0 AB.0 A I AA 14cl- A s 1110 AB.C.D A,B.CD _B.0 _,-AB,C__ A A A A • P _. 1460 0.B.C.1) _ ABBC _A&e, _0.B A A 4 a 1410 ABD C B__- It2_C A _ A A A 190.0 ".C. ABC "S"SA A 1%.0 AB.00 A,B,C A A A i A - 114.0 I.e.D _A.B.0 a0a i -A A - _Iwo ABCD AB.0 A.B P _ A a - i3e.D A,8,C A _ - 135.0 A . _a a AB _ A� _ A IBOA AB.L Rc AB A A ANCHORS TYPE LEGEND A 3/8'e CARBON STEEL MK BOLT TZ EXPANSION .WCHCR W/ 2 1/2- Mm. EMBEDMENTes A: 5- Min THICK POURED CONCRETE (I'c - 3009 Pel) B 3/8'oxl 1/4' POWERS CALK -IN ANCHORS W'/ 1 1/4" AN, EMBEOMEM's TO POURED CONCRETE (fc - MOD Pel) 4: 3/8 a-,6 MACHINE SCREWS C 1/4'0X3/4' ALL POINTS SOLIO-SET ANCHORS- W/ 7/8' Mm EMBEJMENTee TO POURED CONCRETE (1'c - MOD Pei) k 1/4.0-20, IB -B STNNLESS STEEL MACHINE SCREWS D 5/16'0 OW'/BVLDEX TAPCON ANCHORS W/ 2 1/4' Min EMBEDMENIt TO POURED CONCRETE (('c - 2699 Pei) W EMBEDMENT IS BUONO ANY fLOOR / CEILING FlNISH TABLE 3 SECTIEON SR -$N I$N@ET 41 FORRA GIIVVEN 5�6. TSTESI�N LO� (D 8.1.1. $ $76RM BAR SPA�iNG (fl) Ass TLCRIDA BUILDING CODE (Non HIBh V.11Iy Hurricane Nautilus Roiling Shutter System Zone) }-♦6.n pPA,e STORM BAR SPACING'e' (t:r EXPERT SHUTTER SERVICES INC. `[ -it71 r cxe s• BLIMPBC nom[[ -•� 2- 2.667' 3 3.5' 4- 4.5' S' 5.5- W 1 6.657- .667060 no AB.C.D _AB.C.O _ A.BBCD AB,C.O ABC_ AB,C.O AB.Cy_ _AB,C_ AB,C AB.0 95.0 AB.C.D _ AB.C. AB.C.D AB_CD.0 AB♦C D. AB,C _ AB.0 A_ B,C AB _ A 1 0.0 _ AB.C.D _ AB.00 AGCA _ AB.GD ABC _ AB.0 _ AB.c __ A _ _ _ _eac MDB ABOD_ABCD _AB,C ABC. _ A&C ____A _ A _ -A. _ W.0 AO.gD /AB CSB__A,8U ABC_ _AB.0 _A _ A A A 51e A.B.CD ABCD AB.0 AB.0 _ A A i A _ A _A A A--- lUA ABCD ABE._, _ ,_C _AB A A_ '_ A 4. _. - 610 AB.CA ABC AB -C _ __A A A t t . A _.. A.0 - _ ABCO _-__ ABC _.._ . 0.B_ _ _ A A _. _. A ♦ A A _ 75.0 AB.C,D ABA A A A A A e _ BOD AB.0 AB A A A A !QO _ AB -C A _ A _ _ A A A 4 10.0 A1C e_ A A A A BSO A,B,C A A A A A 100.0 A A A A A _ 1610 A.6.B A -. A _ AA 1- 10 A A A 4_. 1110 R A A A_. 1'tlIA A - A A 1]_0.0_ A A R_ 115.0 A - _A. 14cl- A A - IWO A 155.0 A A c ams �cmP � I TLCRIDA BUILDING CODE (Non HIBh V.11Iy Hurricane Nautilus Roiling Shutter System Zone) }-♦6.n pPA,e �IL �ECO1xc. LV! ((LCTXO!!! [XgM[CXMC OWI♦ EXPERT SHUTTER SERVICES INC. `[ -it71 r cxe s• BLIMPBC nom[[ -•� N.40Pz'rme+Ai• neo, 51. LLC'E ry IL nXiG (601 wo.0 rY-[A[, }r nt.gYJ M0 M1e A}EVAA[ucel'Y XaPe[. L<L`i �•¢+` e T �,�.,. .V V _ eem z: 21 a 1 I I^ 11 --END MULLION 11R OP MUL'_ION MULLION SPACING: "S' - MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT A.6O DESIGN PRESSURE RATING SMALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. FLORIDA 3JILDBBG CODE (Nan WIn V -1 -ca] 1v1 -.m Zona) Nautilus °FkI_ IL E C IMc. Rolling Shutter System — SCHEDULE1a ;X�1al,y a" iLUI 5.1X4 LXW X[EaXla LaXa611r EXPERT SHUTTER SERVICES INC. +Ex frr euBw+E s1aEnto �J wrJ[: 1 1 : DLL, -1 .u. n��1)}I a•�-TM 6a1wn4 X f6 -:Q -B"9 y �• W11. Itu! �. 41E 1 I u.. -w WvM1. 5�",-Y1 O :IaJ6 1 • I I I I SCHEDULE2a FLOOR TO CEILING TRAPPEDl MOUNTING WALL MOUNTING M NMAX GIVENOR A S.D.PD SIGNFPRES URE RATINGW�O M. & A MULLION MAX SPANf� FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. SPACING (R)q DESIGN PRESSURE RATING (P.S.F.). & A MAX. MULLION SPACING (FT)' MAXIMUM MULLION SPAN (m 1 MAXIMUM MULLION SPAN (n) YX U A&o. IMww I ©4WX114-MULLION G1 Px8"x1N-MULLION Gi`P+)11N'THICK jL�fUVIGE)M(ALgN D e06Bw ©4-x5"+1/d'MULLION G1 dt8"xt/d'MULLION GZ 41TiV/'TMCN NULLIO y�e¢1115.3 RAl01L (asr.) (p I ul�Exr rgx 0, (cl I omim.]lox 12 (0)t aa6Jfunw jl F#tl MENTAT(n 12 (0) ONmuTNXI 01 pt OBEvalgx I: ; )T (e..E) mono (N' asxrB]fry !1 p)t oBP.xt.)ro. 11' ) ♦MNGEI a6EmrAox aw[xr rox II (B)t anEnr.Lrox F2 ( 11 Ex0 I fND MIENCR {li ENO Dom I DID I INTERIOR 1] DID END Elm 1 IWRM EW R Y2 10P DID I 9 rod EXD INReICR I CAD I _30A TNO p'M' T -J 12'-0 Y-1 10 Y w_,V _Iv_V B' 6_ T-6' 12-6'_ J_W A'-O' Ir—IT 0'-L' Y_3 12. O 9'-1 10 ) _ L' -O IY-E' *-a-�13'-6 --p• 36_0 Y-1• p_'_-]' 11-5_ B' -B' 0" Y -Y 12'-6 I-_ 8-11' 6' -Il•_ NI_ -_0'_ 7--e_ 6_-9' II 6'-8• 10' 0_•__ -Y 12 6 q_A -- / -6'-10'_ C-9• 6'-{•_ 10'-tf_ _ _10' B_'-1' _ 12'-B• _ 8-5' _ _ 6'-6' 1Y2 C t1'-6'- _Y_0 MA _ 20'-0' 0-10' _p'-3' 8-,. IDIY _ _ B'-1" 9 T _ _ _ __ _Y Y-11 12-0' _ __ _1Y _ - •:-L 12-6- 0o E'-6' _0'-10' _ B' -T -6' _e'-]'_ __]___3'_ -Y _ IY-e 11-_ 6'-3- _- _ 12'-6 _ _ ]0'-O' _ 6-6' _B'-10' _ _ 6'-6 6'-6' 10'-6 _ )'-6- 9 S 6'-11' 12'-_6' YIO "-•• Y-}' _B-6'_ 6'-0' _IO' 0' II- _Y a _J _6'-11'_ ]'-{- 6' 11 6'-1' If' -B- _ _]' ] -It' 12'-W _fee SW A'__-_ V-2- B'-2 6'_-0' 10-Y_ - )'-{'_. _ 8' -If- 5'-]' 12--l' _ - >5.0"- T-11 _ 5'-9' B-0' _ _ 6'-B' B -T 6'-3' 12-{ B'- B' - _5'_ 5_ S' -Y _ lY-6 N.0 ]0-0' _ S' 11' ]'-11- __ 5-' ' B'-6' 6'-)' 1_Y-0' 6'-f -e'_ 12'-6 _ Ip' -5' S-9' ]'-9 S -B' 0'-B- 6'-10' 6.0 Y -Y 5'-c B' f' _6'-{ _B'-6 6_'-_{_ 6'-f_ 6' -_]"'-IV B' -C _S' 5-6 IY-6- al 6l0 16'-C 5'-9 Y-9- Y -f' B' -Y 6'-10' 6'-5 a' -B- tl'-¢' p_�' T]A 1F --r _ 5'-f- B'-2' -_ fi -3- B'-1 6-2' 11 - 6'- - _ l - --_ -_S_-6 T2-6- _� _ )10 1T-1'_ 5'-9- )'-Y 5'-{ 9-6 6'-:O B f _{_-B-_ 11. 9. 1. 6 12'-6' _ )60 -T _ _— _ 5'-4- __ -O- _ B'-0' 6'-Y_ __9_ _. B ]- _ 11'-5- ]60 1B'-6- 5-0-_ J' -J' _ S'-1' B 5 6' -IO' _ .-3. f' -B 11'-J' -N.0 t y _Y Y -J• 5•-O _B' Y 0 _6-3- 6_J• )•-•.0 f• -l• -v-] 1Y=6- _ - t T _0'-6 5'-6 12'-{_ MO t5-0'_ S'-9 S' -f _ 9 e' fi-10' 0 P _.�'-B• Y-fi '-6 12•_f )'-T Sti- )'-9- _ _ )-9' 6=2' 11'-5- _ _ _ < ] ___ _ 610 15'-0' S'-9 _ _Y4' -Y 5' 9 J' 6'-10 6 3- 1'-B- -5 -.-L 12'-3 000 -- S 10" _ ]'-)' S'-5 7'-0 _8'-T 6'-i' J'-9' 6'-J' 11 5' 6 f _ _5'-fi ] _13'-3 11'-2' S 10- _T_ Y -T _ 5'-5 _ a 6'-11' B ] -10- 1' 5' IV - '; . 12'_� p•-10- ] r- 5'-6' >'-V- -r. -.. 6-0' _.]'-9' 6'-1' _ 1'-5- 6 5 _ _5' _ !'-B ... 11'-J &-3 me 060 tS-S- 5 0' _- _ ]'4 5'-B- i'. •. a-11. 1WA 5'-'1 —r -r- S-] )=Y' 6'-6 ]'-9' 6'-1'_ 11=5' 1)'-J IMO 12'-9 y'- Y -Y _5'-)- i -O B' -Y 5' -0 - IMO •-'v' >'-T S' -T )'-9' 6'-]' ]' 9' 6'-5'_ 11'-5'_ _6'-6-_ f ]- _S'-9 - 5-9 4'-J IM.O 12'-2 6-0 )_Y 5_)' - 1-1 r 6'-2-- 5 f_ 1 1100 ]'-Y 5-B ]' 0 6-B' G 6'_ 16 6 B 5'-10 /'-5 1100 I -Y 6 0 ]-J 5 6-_ 9 ]' 1' B 3 5 3'_ 11 -10- 12'-3 11&0 )'-Y S 9 )' 9 B-9' ] 5 6 Y_ 1 5 - 6 0 -B ]'-II 1'-` 10 -1- L )'-] 5 Y 9 -]- 6 3 �. 5 1 11 5 '�'-11' 1]'-3 IM. J'_ -B 5'-V- ]' a' 6-'0' 7-9. B' -T 1-3 10 6'-O_ 12'-J 1M0 10-e 6-1 7-6 5'-9' 9 --3 F--) 5-S Il - 12 3 I]S.0 T-]' 5-10- _ )'-0' ]'-f0'_ _ 11'-_5-_ )-_Y_ 1)'-J 12&0 10'-Y_ 6 1 ]-_Y 5'_ -_IO' o '__fB' 3 _ _6'-0' 11'-v _ IYIA `. Y-]- S 10 _Y-10- T-9 _6'-B Tb' ]'_9' 6'-9 1-5- )'-0' __6'_-_t_ 6'-1 1)'-J 1]0.0 9' -IC' t' -J' _ T-) 5•-10• 9 )•-f' 2' L'-4' 11'-5' .•: J '_ 11 Y 0 _ ] 1' 0 _ J. ~ _-B 11 0- 1_ II 3 1 '- MO tIwo 9 Y 6 .7--r .'-Q' _ X f B ] t V' _145.0 1500 - 6.e..10.0 '' 6 Y r-5. ) l 't 9 _7'-C 6• 5• ) 6 J 6 5y0 Y J"0 6 6 _J-, B 2 c 6_Jj1 Y 2 ) 1' W-1. T1I 12 3 -2' l' 9 ]'-]' ]-B )'-2' 11-5 )] 6'-6 I, 1me 6-0' 6-7 )-6 6-Y 9-J' 1-9- 16-3' ]-Y 11 5 L-6' 1 12N --END MULLION 11R OP MUL'_ION MULLION SPACING: "S' - MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT A.6O DESIGN PRESSURE RATING SMALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. FLORIDA 3JILDBBG CODE (Nan WIn V -1 -ca] 1v1 -.m Zona) Nautilus °FkI_ IL E C IMc. Rolling Shutter System — ;X�1al,y a" iLUI 5.1X4 LXW X[EaXla LaXa611r EXPERT SHUTTER SERVICES INC. +Ex frr euBw+E s1aEnto �J wrJ[: 1 1 : DLL, -1 .u. n��1)}I a•�-TM 6a1wn4 X f6 -:Q -B"9 y �• W11. Itu! �. 41E 1 I u.. -w WvM1. 5�",-Y1 O :IaJ6 1 • I I I I SCHEDULE Ib-_- FLOORTOGEILINGfjRAPPED!MOl1NTING MAX .!LN III FOR END AND INJj�RJ�R MUI/.IONS FOR AGNEN ASD DESIGN PRESSURF RATINGro B I& AQMA%MU I SPAC k INI• MAXIMUM MULUON SPAN (0) ©Vx6N1N'MULUON G1 4NWx1M'MULLION GZ 9•er.1M' THICK (&S' FLANGE) UAL,01 I ORORAMN 11 see MATeICN /2 ( ) 3RLMnMq: /t kit CNFA'M1Cx 12 ( )T PMOt'ATON 11 tett DeummM 021 "1 END XIDOA 0 1.1)I.'RA1p WO Nd OD EN) 1 J I1 B a 9 12-6=,12 6 IT -V r0 T 12'-G' S -e T 12 0_ IV -1. IV -11. p} 3-6 W-6. r1 IV_V lo . -I. 2-B .-e 12 6' 9 0 10 3' W --r— } y 1 6 _ 2 6 _ 1 -10 9 r 12--G' 93 10 B fY-S Id 1 IU a '_ 1'-3 p-0' 12-6_ ID -f t0 T e-9 _K6 12 B 'd -r r-6— 1I V 6'-!B'-5• T-10' W -B Y' 19 B -B 12'-6 IT -1' -.-A-1'. - B' -Y-- q_6'_ B o Y-2' 6. _R- _10'-3- 9-5 0 I- 6'-Y -1z e' T -V 12_•._ ]'-B' e' -n I1'y -B Y ] 9 e' 0' _ - 12'-6" _ a' -J. _. r-5' t2•-6• B'-•' _Y-2' Y=tl" 10'-p' !'-a' )'-1d -1S i•_ _ _ !'-_ _ - T_Y 10'-6" _ _-9J'-'v" !'-5' 0 S B B'-] B'-11' _ fY-C 0 -0 __"_51 ]_B' _3 2 6 6'-1 6'-C 12'-6' _ B' -6_ B B e B-0' T 10' 6 1 9'-] B 1 B -B >! T 5 C• e R Y-0 6 0" 12 5 2 r >_ 0 T-! IF -.' 6 f' 9 2" Ir IY-B' ur w V-2. Y -B- a B W-3'.TO �B ] 6 B' IV -r- Y -O 6 0 Y -T 5-B )'-10 d -B' Y 10 0-6' -6 6-I SCHEDULE Ie' /TED LOAD. MULLION SPACING& SPAN INSTALLATION' FLOORTOCEILING MM((��(t''FFnAAO1 55qR�&((11/�II FOR END& INTEROR MULLpNSF//p��LA GII(ENASD DESK Ei&S1IAAUF�R7'PAMDABE D& V' 141ASES In III MA%I.f11LLON, SPACING( MAXIMUM MULLION SPAN ITT) WL ul'xE'x1A' THICK GI 1'vS'a1M'TFDN G3 Tere11F LXXX ..� MULLION MULU J IAILL1oN rA� DE94M ymll{pNl 3AcratooBvu f RIDnuMI 0 sMerw f MM 11 amww 'ni 1 l: �' kit (D)t kitHt (D)t kit ION W sMa et END MINOR MWM OD IMEA4Vf Sw x d u B n e la B x& n D' Sy& z-0 IT -B IT B _Il II 11 e MO 1}-0 tb 11 -e 1 T e 10'- gII9 _Y'0 12'-0` _ Ir s lO c + T B _ I o_ 00& 12 D 12 0 10 0) 2*:: 6 1f C 564 IT -I)`_ - 6 9 KO 12 V _ 1 9 ...... i ]•D C -O - 12 -r IT• -B' IY-&•__ m e'-0' - I2'-9 - - Ir -o'- 12'-6' Tr -e" MO a=o" i1. a If -IF 1i' -l' Y-&_ - IY-e• war m e _a" _ _ it -4__ -I I T: -B- a• -e_ IT -a' w. B -o _ i1' -B IY-6 5446 B'-0 - __...i3_6' 13'-6' Y -B' 13'-B IT -D' IV - 2- IV -1- '-f•3 _ _ 0 86 B' -OU_ _ _ 9'-0• B' -d _ 9d 9'-0' ene 9-D _. 9_d p-0 _=-0J F-0 - I'Se _.B'b' V' 9'-0' 9'-0_ 9'-0' 9'-0• --' __..__ 51O e' -d 0'-d 9=0- _ 9-0' S. D'_ SSD B'- - 9-0" 9'_-0• 9b' 9b" 9-D• class m _ o-WU• 9-0- 9-0'_ _ 9-0• _ 9'-9•_ -_ _p=0" . MO B'-0-0 - _ 9'-0 9'-0' 9'-D• 9'-9 _ 9'-0' _ TOO W-0. )SO a -o -a -0_ _ v o .-W - o' C• - 9'-O• _ WO 6' I P4' e x rD Y 9-0 a0' Ole JJ -O' ] ] ] O 9 0 �� NOTE USE FIF ANCNNR CONSISTS OF HIN1 11 INC HUSSCREW OR MWER FAS NEARS ' WEDGES LTAN)HOF. SEESCHECULESI&TONSHEETISA SCHEDULE 20 WALLMOUNTING MAX SPANtl: FOR ENDAND INTERIORMULLgNS FORAGN NASO DESIGN PRESSURE RA ING IF S F 1 A A 12'.T MAX MULLION SPACING (FT)' MAXIMUM MULLION SPAN ITT) 1lfY '� lllaMM ©4WR 114- MULLION G1 4Y11NI]9 MULLION G2 e1rx1R•TMCK OmRI IIILAI FI®A[ IMfJtl (vBFl}NGEI LWLLION IW) (Nr WMn]n1MN " T OREIP,.1xkl /,2 (fl)T aNEMMKM BI I"I OREMnM+ rz t dAL'IglION /z )J 00 EW f�j� OO DB) I pD yM tFA1'ti END MULLION I I INTERIOP > - ANLLIUN I - MULLION SPACING '1S" MAXIMUM MULLION SPACING SHALL RE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT \yaNegF �. �ORIOP,: ; y 1 B D Y -Ir-w 3 B @m -B" 10 l ¢' a 13_ } 0 "* 2 I} 0_ I} B 1 0 0 9- Id 5 B-9 13 y I B 11 f• B a 3'-E 9 J � 1i' -B' 1 9 B • Ir -a 10'1• IT -T e' - B E -IO" 9'-5'_ J' 10' I I'-.. I.—Io. 10'-_J' B'-ry ' Y B'_-_}'_ J e' e' B 5 -11' R -B 6'-11' -9• - •'-B -B' _ •'.6' a'_9 10'-B-_ a'-8' _ _9-J _T -f' -•. l.. .. _r B 1 T ] B' ]' 10'-I' J I1" - B'-10 - 11 ) 10_ 5-11. __T_w III -.- -V > E • a' • 10 3- b Y B 5 y B Y_ ) V-5. Y_r 5_r 11-9 6i- 1] 6"__ SCHEDULE 2b yF•a{J. N1E711NT eIyLYyA.I O&1LG ONINFERSPACI'N G&SPAN INSTALLATION, O MULLIONS FCRGN N AS i FOR12LtCASE &W4FN1AIII M AX MION PAg14GI41' MAXIMUM MULLION SPAN (m Ata JB15xIe'THCx G1 B1FxIe'TMOf GOO TxrxIMrXIO( p6WAw oaol I�v1Aw MULLION p�� MULLION It %eao Iwalme. P yprtuw FI Am. I-aYN01Ii l+ f. (E-0 (fu' kit (0)t r3t kit (O?t kit :0)t END u:Nmx DfD efRB10n I NR*,Oe — 1 wlOeM SIL _ 3 C - 13 B 3 V 3 y13 B I1' -p' 15-0 IT 0 - 12--V I B 1 1 z e 1 0" T2 ' -V _s 1Y 1z r WeMe } d 2 5 O 1 12 ugB• tJ'C L 3-0 _ lY 6 1cD to - SLA M D tlL _ I3 0 - V-5 9 11 $ B 300 •'-0'_ _ 9-0 9-0 31A w -w -A_ B-0" _ _9—d - a• -O B o•- B D B-0 Pear IF O.0 _V-0- V_0_ B_'-0' 9'-C' tlA B 0 - 9-0 0'-0' 9•-0' 9'-0- - B' -d _. _- _ A4_ .-r- _ 9•-0• V_w P -T _8'-0' AO _ _ B' -O'_ T- BCO !'-C' 9'-9 9'-P9-9 IF e'd pi0 6'-0'_ 9'-4• 9'-V• v'-0- 9-O' 6. IDOL VW - a•-0• a.,. e'-0• 9=D- -- O' -O' RORIM BUILCIRG CODE (Nen High 9e10eilT Hurncene Zone) Nautilus r;L Roling Shutter System / iLtECi09Mc. em, m.a ....NR�6coNRe.. EXPERT SHUTTER SERVICES INC. ran 11wad 1.e s B:WRE mmO 15-U J' uc. LBSa fYeF W ®rONNCSn - (ml Bn�s •f ME ,>r LeE I ..,f1E 1 �u 11-ru r✓•.I ^ � � I I sx{e) 35 P 9e I mil � I I I p l SCJyHEDULE tcFq� SCHEDULE 2c NG MAX. SPAN It FOR ENDR TO IAND)m, ED IONS FOR A GIVEN MAX. SPAN {FTS FOR END AND INALL TERIOR MULLIONS FOR A GIVEN A.S.D A.S.D. DESIGN Kk(ESSUR SPACINGI ( R.s.0. & A T-0' MAX. MULLION DESIGN PRESSURE RATING (P.S.F.j�; AND T-0" MAX. MULLION SPACING MAXIMUM MULUON SPAN t<')) 6tfX ©4WX114'MULLION Gt 4•),8511/4' MULLION 02 4'xMI4'THICK(IT FLANGE) MUWON wo6r All SPIN ]BIT F=IT p!]61N • (,W)X") RFI .lm #1 1=4`1: mull. p i ,6-f ( )T M[ND{IIC 1 b T ONTMN3M� IF . CbfMYd /1 OR DID N]EIOCM EM INR FMO ME9M DA NIERIDi ENO FA9 IT-.. IT -8. IT -OL_ 12'6 2 6 6 12'-G' 12 --ll' 12-6, 12 -6' _ ,3_V 12'-C -C 12'-C 12'-6' _13 11 6- 2 6 13 6_-13 6 IY-6' -e T2 ' -S' _W 13 6 12'-G _T I2 6- 3 6 P--6' J_e_'__ 12 6 12-6' IY-6 lY_f li _6'__ i3-6 _ 13 6' 13-6' I2' -O' _ 12'-6' 12-.' _13b_ W -Y 2'-E' 12.0 12-6 ' 6'_ 3-6__- 13 6 _13'-6 _ 12 -6' _ 11'-3 -. 3'-6' _ 13' 0 _. _ 3 -b' _Y-6 _ 12-112--V 12'-6' 13=6• 12'-6- 12 6' 10'-11 12 6' Ir_v 2 ll '2'--6'r - 1 1 2'_-6- 12'E' 12 6 13-E 10'y' ]-1' 13' 612 _ --ll'_ _ I > 12fi 12--l'Ix 6' _ _1x'-6' _ _ 12'4' 12•_1• 10•_$• 1. _ _ IV -3' I2--6' 12'-6 _. IT 6 12'-6' 3 1' t0'-2' 10 11 IY 6 12'-6' _ -tl 2 1Y-tl 12'-6 12'-6' 12'-6' It 0'_- _ -0 9'-9' 10'-2' -'x'- 12=6 10-]• 1 1'-0' 1Y _-6_ iI _ 6 11'-I4 ' 10'-]• 5'-Y 'I -Ill. _ 11'-10 -!' 10'-3'- 10'-!' 13'-6 1x' -] T 10'-10' T-] 11. W 1r 1_0'-2' 1 Ix -6' _ n_•__9_' 10•-5: 9'10' 1-2" 9'-1' '1'- I• _6' _ W-0. 1 W-,'0'-1' 12'-T B•-10' r-6 g. 3. 9 0 91 ' 12•-8' B 0 P'-1 1 -Il B -I(N II•_.• 1J •.• Y' 9•.-. - 9 Y 13 3' 10. 9• 9'-E• _-]' 9'-O' W B'-10' 6 _'.. .1c'-9' \0•-r- Y 9_3 12' 6•_. -_ 10-3 9'-,' F_9' 8=2 C r - -3' _ 9'-]' -_ -5' 9 TI'' p' -1o_- 8--c I' _ _0 -S 6-O' t0'-6' 2'-9B'-2' W , I 15-6 9 r Y-9' 10• B'-)' 9 -1' S B' _B'-3' __ W-0" ¢'-]' Y -Y l0' 1 9'-I w-9, ilr-6•_ -_12•_� 9'-6' 6'-Y !'0- ,.-3' a_S8 _ ]' 3'_ 10 1 9' 3 _ —_ -6'-6 s _ 6• _0• T-10' -Y 5 - 9' Y - l' Y 13'-6 _ Wr 9 x _- T-10'_ _ ]-6 _-0 i _ g -E_ 9'-0' IIl ll 6'-p' !'- 13'-6' B- ]'-Y_ Y-6 _ 6'-V' 7'-2' 4_3' 6' lY !'-6' 6'-Y IY-Y 6 9' Y-6' -i _ p' -Y 6'-I'I' IY-2' W-8. -s' WiffA MAXIMUM MULLION SPAN (10 ©4'X6'.IW MULLION G1 4'XBN114'MULLION 9 M69nMlw 41 g'T (XIl N (BIT OBIExMTIl /1 p�T _1$_E _ Owort4nr f] ! ) [HO M6100N F RIEAIIn DID I I 12'-0' II' -6' IZ _6-6' 12'-E' 12'-6 ?2'-1' -6' 12-6'-0' 12'-e 1$ 6 13 -6 12 6 12.J1 B' _1 $ 6 12-6- $ -6' $ 6_ 12'-6 2 6 6' 2 E 2'-6' 1$ -6' 6' J_e_'__ 12 6 _12-6' 4 0' _. --I le -'.' -1Y-E' T J -6' I2' -O' _ 12'-6' ll-s� •' IJ -6' _. 1$'-]' -6' _!1]'_ 1]'-6 W 12'-C Y-] 15-6 12-6' 12•_1• 10•_$• 1. p' _11• I2'_6, q�-if lc-cto lo' 71 s' u' It 0'_- _ lo'-]_ 9•__1•_ 9 _- _ 10-5 _ 10'-6' 13 6._ lD•-]• 9 -3' (. •._t1' 10-2 IC -C_ _ B-6'___ 9 1' _5_1 •.-5 B' -1C_ B•-10' r-6 9 0 91 ' 12•-8' B 0 6'-10 or-] 10' III, ---9 ) BpII, 12'_6'- 0'-9' 3•-e 6 _'.. .1c'-9' \0•-r- P -s- 9'-T 1Y -r 8=2 t0'-]' 10--0' _ 9 I 9'-Y IV-6- Y-6e 8--c I' _ _0 -S 6-O' t0'-6' 2'-9B'-2' e_-11. 15-6 9 r Y-9' 10• B'-)' 9 -1' 6'-B' _ 12'-6' W-0" ¢'-]' Y -Y l0' 1 9'-I B 0 6_-] 12'-6' _ ]' 3'_ 10 1 9' 3 _ W-10' _ e'-6' 12--6'- ]-6 _-0 - _.Y_Y. B' IG - B X0'__0 0 -.. b'J�_ 12-5'-- 2=s__ G] 442'X11r THICK RANGE)MUIU(M MO ENrbM I I3 I T DID I 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 fEXTER10R) OF PRODUCT -FAC MULLION INILRIOR 1NLLON ,I 11u11 _.I ,Nl µNryr i 1 •„ _ \,.SGP N. TILL/T . FLORIDA 6UILDING CWE (Nan Ry! Tele0lt] tlumirone Zone) x`�C;••CEN84 ••: -�•w Cx,A'LRM ix omen e •. Nautilus /L MULLION SPACING: "S^ ? -44} '- i - R Iz Smltler System o.JLr,3 :fie „,IlL rwm„O. MII,.,. EXPERT SHUTTER SERVICES INC. -� $IA{C .Jly r fRFI _.W ra.• I yi, 16z3 ;w 3 6mSl+rrr D ..qq , s,. -�.L 1 .r. n %nyG'. FLORIOF %'`��214a � wrzM®:°ni? B 9T nnc 16':, >. / .w6 w Iwlalm: