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HomeMy WebLinkAboutProduct Approval (3) t..!'�M•�:iL.�'t� rC(� .. +141! ��t ��r�?CtC ���r�'�(r�s����.�, ►,tel 1��.�^"rl1'�).�`�:�7 � —__—_____J 1;,;.�. �.� -- - --i VAZ=Arc BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts ; Publications Contact Us ( acts Site Map Unks Search I drFicra3 Product Approval USER:Public User Product Approval Menu>Pmau"or Annlication Sparch>Application I.ist>Application Detail FL# FL12246-114 RECEIVED Application Type Revision R Code Version 2017 l Application Status Approved 0 C T 16 `9 i Comments ST. Lucie County, Pormonin—t Archived ❑ Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Helssenberg 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 Biimore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida 0 U r_1 Evaluation Engineer ❑ Evaluation Report•Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Uj Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. U ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COi EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF iNDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of•Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes42 4,PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2,3 and 4 Evaluation Reports (basic protection only).Pressure rating:+30,-30 p.s,f.at FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 201-0"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. I Created by Independent Third Parry:Yes Back Nex Contact us::7,601 Blair Stone Road,Tallahassee FL 37.399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovdoht 2007.2013 State of Florida.::Privacy Statement'::Accessibility statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity,Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487,1395. Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed.under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record,If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click 1!SLS-. Product App�rovatl Acceptsi mom W Rig 1� dtttl Credil Card Safe ENFRAL NOTES: 8,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT ED. HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE ACCORDANCE WITH THE 2017 C NAUTILUS ROLLING SHUTTERR SYSTEM SHALL NOT BE RM ALLED RT HIGH 6th �ve Op'iY ICIRRICANE ZONES(MOF THE FLORIDA BUILDRAMI-ME 3 -/8 ost 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS.INC. /BRGWARD COUNTIES). -1/4"0X3/4'SOUO-SET MANUFACTURED BY ALL POINT,INC. -3/B o KW1K BOLT TZ MANUFACTURED BY HILTI,INC. DESIGN WINO LOADS SHAD.BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE~ -5/16-0 TAPCON MANUFACTURED BY ITW BUILDIX,INC FOR A BASIC WINO SPEED AS REQUITED S NINE JUR6010 FOR 14STAHERE THESEATO SHUTTERS WILL.BE INSTALLED MMIMNd EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A ALLDIRNOT EXCEED FACTOR MAXIMUM 5.USDNG ASCE 7-1R FOR INSTINGS 0.Y5 DON SETS RIC EDGE DWANL'E AND EMBEOMEMS ARE BEYOND ANY FINISH MATERIAL. AND SHAH NOT IXCEED THE MNUD/UM(ASD.)DESIGN PRESSURE RATINGS L�QIFED OM!SHEETS IS iHRll 18&20 T1iRU 26. � EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED O3 SHALL BE FIRST REDUCED M A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 10OX EDGE DISTANCE* 100% CONCRETE CONCRETE BLACK TO COMPARE THESE LV/MAX.(AS.D)DEMON PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. 3/87ast 1/4'CALK-IN 3 3/4" 4 1,/2' 1 1/4'(3000 pal) NOT ALLOWED 2.IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.AS TESTED WERE NOT OVER STRESSED, 1/4-X3/4'SOLO-SET 3' 3 7/8'(3000 psi) NOT ALLOWED A 33%INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS NX USED IN THEIR ANALYSIS.FASTENERS 3/8'0 KWTK BOLT TZ 9' 4' 2 1/2'(3000 psi) NOT ALLOWED SPACINGS TO WOOD HkdZ BEEN DETEERMIN£D IN ACCORDANCE WITH N.D.S.2015. 5/16-0 TAPCON XL 3 3/4' 3 1/8" 2 1/4'(2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTD(S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10.ANCHORS ETEQUB�D FOR MULLION CONNECTIONS SHAH BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET'S 10, FLORIACCORDANCE WITH SEDRON 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICA[TEST TAB OF SOUTH ANC ICk 11, ILP. 12, tFO 13 L 130. INNSTAAULA11CUS REPORT WINDZONES1.Z 3 AS PER&4.MISSgILE TYPE D AND 0 YEA APPLICABLE TO STANDARDS.QUALIFYING INSTALLATIONS,AS DEFINED BY SECTIM 62.1.1,6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 -KWTK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HTLTI.INC. FOR ADDITIONAL UMTATICNS. -HUS-14 SCREW ANCHOR MANUFACTURED BY HILTI•INC. WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS.INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TTN ALLOY(UNLESS OTHERNME NOTED),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREYS(EXCEPT END RETENTION Sg2EW©)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 Wi EDGE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGTH AND 90 imi TENSILE STRENGTH OR CORROSION RMSTANT COATED CARBON STEEL AS PER DIN EMBEDMENT O LOOT 50018.ALL S.D.S.ARE TEV.SCREWS MANUFACTURED BY ITV!BUILDEX&SHALL.COMPLY W/FLORIDA BUILDING - GROUT FILLED OR CODE SECTION 24113.4. 3/4`0 KWIK BOIL'TZ SPACING O 100% EDGE DISTANCE O 100% 4 3/4*(3000 ps) NOT ALLOWED BLOCKRETE CONCRETE .3. S.BOLTS TO BE ASTM A-307.GALVANIZED OR ATSI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ION MINIMUM t/2"0 KW1K BOLT TZ 22 1/2" 7 1/2" 3 1/4"(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/9b KWIK BOLT TZ 6' 4 3/8" 2"(3000 PSI) NOT ALLOWED 3/To RUS-H 6.NAUTILUS ROLLING SHUTTER SYSTEM BEARS US.PATENTS 96,095.225 AND 97.409,980. 3/86 WEDGE-BOLT V 4 1/2' 4 1/2' 2 1/2'(0 0 PSI) NOT ALLOWED 7. ANCHORS TO WALL.FOR SIDE RAIL SHALL BE AS FOLLOWS: 1/2-0 HG-R MTV OR VaM BOLT 6" 6' 3"(3000 PSI) NOT ALLOWED ® 5/6-0 UIr N SCLLEW Oft WM BOLT 7 1/2' 7 1/2' 2 1/2"(3000 PSO NOT ALLOWED (A)TO EXISTING POURED CONCRETE All".3000 p. L COMPRESSIVE STRENIGTH. It.THE CLSTALLAION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'o TAPCON XL ANCHORS AS MANUFACTURED BY ITW SUR.DEX,INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL.PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANI,'FACTURED BY HULTL INC. 12,T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT W TO BE ATTACHED TO At)MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4'FOR 5/16-6 TAPCoN XL ANCHORS&2 1/2-FOR 3/8-o KWUK BORT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REnVIRED EMBEDMENT 13.THIS PROOUGTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. A2) MINIMUM EDGE DISTANCE(E00.)INTO POURED CONCRETE SHALL 8 4'FOR 5/16-0 TAPCON XL ANCHORS&5-FOR 3/8"0 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND 14.LIFTING MECHANISM NOT PART OF THIS APPROVAL ANY FINISH MATERIAL 15.(o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.La.WHERE THE SITE 0.3) IN CHASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D, THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH M REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (A)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND RNSTALLARON INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON 1116 (B)W EXISTING GROUT FILLED m CELL CONCRETE BLOCK WALL-ASTLI C-90 P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONS1811M. -5/166 TAPCON XL ANCHORS,AS MANUFACTURED BY I7W BUILDIX,INC. (c)THIS PED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.1)MINIMUM EMBEDL1/OF 5/1670 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO EMBIT EDMENT BE 2 1NT0 STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT RECORD(FOA.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEM TO THE PED.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEVI. &2)MINIMUM EDGE DISTANCE BLOCK SHALL BE 4 EDGE(EDISTANC:OF IS IS FINISH MATERIA.L.16-0 TAPCON XL ANCHORS WTO,��T(ACED CELL CONCRETE (e)THIS PED SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR MUCK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16.PRODUCT MANUF WA"LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUULDUyO' 0 CA8E7.SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 170992 OF THE FLORIDA BUILDING CODE (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH(G-036)•DOUGLAS-FIR-SOUTH(C-0.46)OR '�,• S•I1„ WALL ONLY BE USED TD SOUTHERN PINE 92 W/G- 0.55 MRN. `\��3►•,r• IRT THE STATE OF FLORIDA FLORIDA BUILDING CODE(IoW 8;gh Vetoe;ty Hurricane Zone) -5/166 TAPCON XL ANCHORS,AS MANUFACTURED BY HW BUIL.DIX.INC. • 02017 TILM'CO W M oxA•x Em No.44167 = Nautilus L� C.1)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS.INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL t THREADED PENETRATION. ,# �s r�+ RoIIIagSSeKerSpatem oe/24/17 ISH NO EMBEDMENT INTO FINMATERIAL SHALL BE CONSIOMED AS PART OF THE REQUIRED EMBEDMENT. 'L E C C IMC. a>E TULIr TcslINc a CNcwESRu+c wYPANr EXPERT SHUTTER SERVICES INC. C2)MINIMUM EDGE DISTANCE(E.O.)OF TAPCON ANCHORS,INTO WOOD SCALL BE 2 1/4'.EDGE DISTANCE IS - Q \4 nw N•.x:L sA.a uscto camo,r R mm 1626 S.W.ISLTUWM STREET BEYOND ANY FINISH MATERIAL _ •.�{Tff(t1r;�' \\ w-,:Lm>a>,-Amo.ra.pmw', ORTST. 17-244 C3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON `•.. sI •��6\III\\ F ®-Oao67fo 9 ^' 'P -om Fray(m)all-° �'�N. THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND i!- WALTER A T0.UT Jr.PE, n.- ..s n... SUCH PANELS. P.E.S�i7.{FfS)LrY0.(k DATE EfnwDA ue.(44167 yn SNEET Toe 2s #9 #10 sr w xs,x #4 #5 #6 a#ia7 n#18 wr t ''o >• •"z,r cr •w2 sco °' axl .s TrAo `J'ter OUA #1 #2 s� mo Asn. LazoVIP) ,. A91' SR. {— •• DETAIL•A '� 16a6iFHES531F89�Stfl 1 o-}�' b � �. �„�• � ta�sf�niaosaw�nuFiloawrssrn" nxwlci�c��anc+esaatars�.* . R,.uJ• m� At,sTr r#.,w" ui9r a lax,•an , �• 8 -! _ OPTION alrumaimm) OPTI0N#2w#yiA%m R 2 aro _ 0011TSARJESSSTEEL SCREy! (i1'PJ pETAIL C a s mASFDiNTHAOSLYEn scC N ° 7 Py-191A Isle' D5nL K. .ao,• azr J tsa. sn. I 8 •.a,, •j• Aga I? FNa 199.81®i(IP4IEBOLRillp A SLATS >za Tjr '-Jar Jar '1 �1 STARTER SLAT �i 1576 �Es1eaLRnvluMauoy yr �'/Aluzavutaauoy DeraL s �'r ©BASE SLAT tiOBSieILLULlQiU61_ -- sute la•r xs .mo- NG .tSS i' plxS' •${ /LOOY aa,»' NSEWOOPRONSH IAN09n LovJ' +� ,176• es -� —A•S � � .,zs• ftp St15MROSFEC9: � I azo• iEA1E1d70U.IfaJlTle1 ri ,4 .ns• ,.xm-�zus a ® BUILD-OUT TUBE RANLRALtMM111s5WW WS345AL UNWALLOY �ONOTOt®tLFACRRL511ita• >_� � aD00•� �RETAINPIGSYSTEM:SCREW+BUSHING OD SIDE RAIL IL OE BUILD-OUT TUBE Et BUILD-OUTTUBE -r apgyTOALEW n•ALEGY SO37.1e ALU16LIMMALLOY aOQ-TSALLRIUM MALLOY SCALE u••a T SCALE,Vr•t• y, .tx *MUST EE EEV'ENED sy sHunER MA1111fACNRER TO ALLOW FOR A 9@ 11 MOW CIPRAANCE BETWEEN MMM NERD A1D L r--- CAM WALL AT NON MJRRLdNE PM=RS. � E3 BUILD-OUTTUBE W53-TOAUXMMRJAUOY � t� �SRf•1}E:tQ'v T .J a Q 1W0x3WMVMUILDEXTEKSCREW CAASOfISiFA �•r .ao- aw � 'R�pd e Irv.) OI 6H6.0UVAL IDEXTAFCONXLANCHOR CAABaY STEM SCAie,/l-r shoe um—� OK STORM BAR _ •�,........... JO316'OHiLTI.INC.KWIKBOLT3ANCHOR walasALUMM ALLOY G 4x6 MULLION Gt 4x8 MULLION © 4x74x7MA,T�`', aJ� VALE 1�•r OF TRAPPED ANGLE O O 6m1-TexlucNlnx >�•• /T •. eemmio•-r SX3-Te ALUNHAMALLOY 6031-leALLlLatiUM AILOy sa°t_teALL'a°M>MUL°y scAe,E:ss"��x '•.,✓�►•, FLORIDA BUILDING CODE(Non High Velocity Hurrirnne Zone) SGLE 1/J'-1• SCAM ZT•r SCALE:1S-f °`°"' °°� Nautilus `�Lt- =� No 44167 •= ` `s Roying56M8erSystem W2411 p� 11Bi.ICCOINe. ATE �'t F `: nun Tmwo k ENCINEERINO COYPALK EXPERT SHUTTER SERVICES INC. 17-244 COMPONENTS .,1m Sm n,7,u PC 7. M1110RE STREET �,A� ORI �.�•� ',,\ nwr laleeoOe^,•,m PORT$T.=CIE.FL x386 ERA.s•a RRo ?'i.�s••• 6 It ®-Oro67t9 woe Rao)TRs-sm6.F,o°Ezzx1 err,-Rnso WALTER A TILLR&.P.E. ®"d P.Er!:15QA DATE FLOMA Lk-/uta? 1 SHEET 2 OF 26 • 14 S4 I I 1 1J 4 • 12 IB to 1 SIDE(END CAP I j 1e 2 HOUSING(BACK&TOP).040 THICK 19 ° 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET 5 SPRINGASSEMBLY 4 ° 6 60 MM OCTAGONAL AXLE ' 7 SIDE RAIL(MAIN SECTION) •1� -� 8 SIDE RAIL(COVER SECTION) 17 ' /0 9 ALUMINUM STARTER SLAT r• .� a /� 10 ALUMINUM SLATS 1-10 1-0 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 1-0 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 7 e �p 16 SIDE RAR(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 2AMAC CASING - 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END CRf3'j�SSEMBLY COMPONENTS 10 ,1p Q� T�9. �` ;•' ' \I�+EJ• •. FLORIDA BUILDINGCODE(Non 1rjh Velocity Hurricane Zola) No.44167 O 2017 TIpECO W i /�a u f it usDATE t1 *_ * �� SnnagshctlerSysfem oen4/t7 NEERINn COYP�NT EXPERT SHUTTER SERVICES INC. �rI7Ew;.••� wt.wvr•nmrr¢rt vun 1626 S.W.8VUORE STREET 17-244 ..... * 1t w...:(2M1�I-tsJo. PORT ST.WCF—rL 34S84 i Fo •.. Gl� 1 e-mat:4Tlatoeeorcrom auwa+c N. � • � Y IS' EB19 itl@.L•(eao)70-9Wa.nz pT2)eri-Vl3a WALTER A.To sft67 Y2 SNEEf 3 OF 26 IP.ERE/OATE BOX Y/6 do Y/7 BOX D V/9 K (TrP V/g K REAR Y/6 de Y/7 END CAP END CAP END CAP ` ( END CAP 1 $I SLATS SLATS 2 32 SLATS SLATS 3S13A15 SV35 da SL -SLATS ATS t 5 ap j5 SLATS t SLATS 8 0 s jaaSUTs 0/8 O/8 O'/a 0/8 0'/8 SLATS F :Sip sk-F I 33F 5LLATS #A" � p suis p (TMP. Ec. END) (Typ. Ea. END) 9 �g SLATS ' SLATS fiL<AD A 10 (Typ.) I t0 MEI-) SLATS { �1'ATS !1 STORM BAR BAR SPACIt /A �Y/6 do Y/7 (SEE sHEEr zz i Y/6 &Y/7 B B ©V/g D V/9 YSLAT SPAM -(SEE SCHEDULES ON sHEETs Is a ao) Mc..SAT SPAN TYPICAL SINGLE UNIT ELEVATION Wf0 STORM BARS *, ** tsI SMOTAAFs c+SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION Wf STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.Ts. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE /; SHUTTER HEIGHT EQUAL OR LESS THAN 11'-O'APPLICABLE TO INSTALLATIONS W/O STORM BARS.W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO I (0)CURTAIN SHALL START THE WAY DOWN.EACH SUM NSI SHALL SLATS AFOLLOWEDT TOP. COSF0 OF LOIN.FNE 12. 13, SLATS THAT SLAT .ALL NUMBER.PROCEDURE FOR AGOING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT 6 COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT®MAY VARY WITH SHUTTER'S HEIGHT. ��••••••••'- rr''0 A.T14li.. _ (b)BOTTOM SLATMUST BE ALWAYS INSTALLED. �d`��•,.•`e� eL ✓A ** (`ems:S•tURER HEIGHT LARGER iHAH 11'-O'APPLICABLE TO INSTALLATIONS W/0 STORM �••VV�`Yc••�:r FLORIDk BUILDING CODE(Nen High Velocity Hurricane Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0', t 03017 rLTECO M 67AVI B[: No.44, ;*; Lc. (a)CURTAIN SHALL START LV/11 SLATS AT TOP.FCLLO7NED BY 62.83.._..THEREAFTIR.ALL Nautilus THE WAY OOWN_EACH SLAT AT SHAD.CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT *• * r RoRingShaNerSystam n/24/$7 NUMBER PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUED UNTIL g10 SLAT IS INSTALLED.AFTER#10 SLAT IS INSTALLED.ADOM04AL ff10 � 9 �`\ ntur rEsnrte a ErLCINEaroNe COuvANr EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. �Oj(• �• ,\ a.>:y nr.xw s1.s.ws.Waew n et n v+ea 1 US S.W.BLTMORE STREET 17-244 PGRr ST.1 r•...tmp'-Ivo.ro:(m7v.-w. (b)BOTTOM SLATQB MUST BE ALWAYS INSTALLED. •' ''S1 INAL il''1 � ,9L`"" we�.'r,`�'(7r,Tee�r-tee l "' r WALTQN A TLUR Jr.REFiEF "'• P.E.SFAL' TUBE/DATE nDFWA Ur-If"167 . stt6.r a Of Z6 e U=uDU GN SPAONG /10 OOR G Or© Or (SEE�HEDME G or© or W-3 ® /12 R W-4/13 ON sHfffs 21,zs&26)DW-1/10 OR W-2/11 OR Lkz SfORII BAR SPAO2NC Ifox.YUUJGN SPACING O PFM or© or W-3/12 OR 1-4/13 BOX (SEE SDOXILE ON SH'ET 22) c�E SO�EDUlE V/9 K (�J ON SHEETS 24,25&26) �//.'ii:, %/.'v/iiF,,`/ :/,1:' ::.'TETTE/,i: '/ ..%/.'✓'.' '!'L'.//.'/'!,/ ; BOX END CAP 1 ��I END CAP— SLATS AP SLATS 1 I I I t SLATS I II II {2 1 11 II N2 I 1 1 I{ SLATS I 1 1 1 1 SLITS _ I tl II :1 e3 SL m t I I l l SLN t I I I I N 8�P/ i i P 8 P/8 Sl. suis 1 1 1 I I 11 SL •� I I I 11 D1 t I{ 1 1 AS SL�`� �TS 05 1/1 N i 11 1 1 5 O N = I 1 1 1 1 SLATSo rN'. 1 1 SLATSZ�N{-; Z O I I I I l 3= 1 I1 11 0 I I I II w 0/8 I Q g I I SLATS M 009Q/g I o g 1 1 SUTs 1 11 II z I II II �0 M 1 f l I I 7 �o e7 0 A " s f csS A I I :• SLATS o (TYP-) 1 f I R 8 1 i R g SLATS o 7 N (TYP•) I .. a— 11 R g. or 1 1 or I m W I I I or I I or pi x �' { 1 1 1 1 as g5a15 '/ SLATS R/g ; D orI II !1 (Typ. Ea. END) i R/g i 1' i i p9 YP. Eo. END) R/g iiR/g ii °sous i R/g ii R/g ii suis or iior ii i 11 or ii Or 1 R•/g 1 1 R 1 1 1 u n '/g I t R'/i I i i to i n n 1 1 I I 1 t a SLA SIAiS If i . .. '/' r'i^i/;%:T i.;�•r:'"' ;`:�r ';' 'i.!^ ... .. ."v, is i:'%'.' .;'T;•'i '. :•:;. '/i:i'%:v'�/r�'//:'/- �i•', W-1/10 OR W-2/11 OR B MAX.STORM BPR SPACIN /W-1/10 OR W-2/11 OR B W-3/12 OR W-4/13 (Typ-) (SEE THEE 22) w-3/12 OR w-4/,3 D v/s (TYP-) Lkfox. SLAT SPAN Mox_ SLAT SPAN I Max,SEAT SPAN Max. SLAT SPAN Max. SLAT SPAN Max_SEAT SPAN i" (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON ' (S-=SCHEDULES ON SHEET 15) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 15& 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION . WZ MULLION do W/0 STORM BARS W/ MULLION & W/ STORM BARS NOTE. SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. MTS. N.T.S. PROCEDURE FOR SLAT INSTALATION GIVEN A SHUTTER HEIGHT: * CASE i s SHUTTER HEIGHT EQUAL OR LESS THAN 11•-07.APPLICABLE To INSTALLATIONS WIG STORM BARS.W/STORM BARS OR W/STORM BARS&MULUONS W/-HEIGHTS UP TO 11'-0-. (a)CURTAIN SHALL START W/#1 SLATS AT TOP.FOILOWED BY B2,g3.-•--THEREAFTER ALL THE WAY DCM EACH SLAT$SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBM PROCEDURE FOR .."...... ADD;NG SEATS OOMMPPLETEEX BQUANLRY OF FINAL SLAT NUMBERER INSTALLED BEFORE T S-KkU.BE CONTINUE NTIL TOTAL BOTTOM,SLAT SHUTTER MAY VAR( (WITH .11.r, V%A 'V O p�,......'.... T�. sLLUTTExs HEIGHT. ,\\�,••�Cf:IYSF•;9-: FLORIDA BUILDING CODE(Non ffigh velocity Hurricane zonc) (b)BOTTOM SLAT(g)MUST BE ALWAYS INSTALLED. \\\ :44167 °"Tt`T"°'"` Nautilus °Lr-� s* CASE 2.SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATION W/O STORM BAR AND W/ MULLIONS W/HEIGHTS LARGER THAN 11'_0• * Rol1111gSbaHerSyafoat 08/2E/L7 (o)CURTAIN SHALL SM=rr VI/91 SLATS AT TOP.FOLLOWED BY q2.f3.--_THEREAFTER ALL THE WAY •ti ' E O INC. a,c DON.EACH SLAT I SHALL CONSIST OF FLY=(5)SLATS OF THAT SLAT NUMBER,PROCEDURE FOR 0,1��'•.•• Q \ TILL11 1E4NNG h ENGtNEERMa COYPINY EXPERT SHUTTER SERVICES INC. \ "„”�. n.e..vs. ..cwmue.n n:ee 1626 S.W.IM MORE STREET 17-244 ADDING SEATS DOWNWARD Bc10'N Bt SIFT SHALL!3£CONTINUE UNTIL/10 SLAT IS NSTALLED.AFTER n •• 1\ =;I-iff-Ivo.n.,°mXN-1531 p°�5T, ,Fl..31986 Ito SLAT IS NSTAILED.ADDITIONAL 110 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER ;S� �A1 � 11111 e-�"I.9�'" wom.L ]t9-GC0,PAx:(7T7)571-cm SWM N° HEIGHT. /�1• 1 as WALTER A 0067 lr.P.E. w (b) BOTTOIA SLAT©MUST BE ALWAYS INSTALLED. P.E SM:/SIGNATURE/DATE RORMA Lie 8 44167 . m,rm. n SLIT 5 OF26 5/16.2 TIVPCCtTS XL W/ POURED i-5/16'0 TAPCONS XL W1 2 1/+•Min. teat:1/6.OR 2V7.2 4/8" 1/4br3/s•OW BUtLOEx rEK scREws 2 16'0 TAP ElAEEOL W/ CONCRET EMBEDMENT Et 1O.D.:0.060•GALV. ALUMINUM TUBE REOb STEEL WASHER 0 24•me. W/ 1.0.13.:0.060'GALVANIZED STEEL 5/16'®TAPCONS XL W WASTER O 24•o.c STEEL-WASHER O 24'o.c I �� 2 1/4'M:n.ELlBEOMEHr O O 24•ox- 1• POURED CON'CRETE� POURED COITCRETE I 1 OR GROUT FILLED i OR GRQUT FlSLED CONCRETE BLOGC CONCftElE BLOCK WALL REQUIRED. WALL REQUfitED. ' O j EDGE OEf -- � EDGE 0F -� oPENON6 / M M OPEHnNc j� M 0 ��: EYISTL4G CTASS GtASS�-� (BEYOND) ; _ (BEYOND) ! i (BEYO-I 11 1 I SEE ANCHOR % =w " �EDULLEESS ON Ir SCHEDU1 ' _ S1EET5116.ON uCe v' SEE AN H ON / _ $ShfEIS 16.i7 li 1 v� ac 18 A 7 o SHEETS 16. 17 I 0 k 18 A Min. SEPARATION Min.SEPARATION I Mm.SEPARATION I j O GLASS nTO GLASS TO GLASS E(� (SEE Sd'�.US. ryMOp (SEES001ULSEM p W SEESDMUfS �,w 4 ON SIM 15) � ON SHEET 15) / O � Ti Sim 15) �' •� p p OE .E1 / 1 ©OR Q I. 0/8 4, 0/8 0/8 I ° 0/8 0/8 /; 11 0/8 POURED CONCRE)E " / POURED CONCRETE 1{ /,�I OR GROUT POURED CONCRETE OR GROUT FILLED-I+-� 1 I CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED / OR GROUT FILLED / WALL REQUIRED. MXCRETE BLOCK WALL REQUIRED. EDGE OF / / EDGE OF OPENIHfl a i OPENING '; I ! �r -- 16-� I t- O B 11 2 ---- I B MIN.E.0 I a- 1 1/2-It 1/2•a0.062•aCONT.ALLML / 1/ I/� MIN..ED 1� 2':{•:A.062•.CONT. 5/16•o TAP1b:S XL W/- ALUIL ANGLE W/5/16'o LAPCO(S XL W/ POURED CONCRETE S/76.0 TAnCOHS XL W/- X"-T _ 2 1/4•R&L BrEMMrENT 2 1/4•LGn.EMHEDL�'Ni'O 24'oc (Ce-3 ksi Ulm)RED-11 2 1/4•Min.EMBEDMENT / O 24'am O 24•cc WALL MOUNTING FLOORICEIUNG I TRAPPED MOUNTING BUILDOUT MOUNTING SECTIONS.01' rit", \ •., ✓ FLORIDA BUILDING CODE(Non High Vetoeity Hurricane Zone) •+,• % 0 2017 rLTECO RSC. • OR""[M INSTALLATION DETAILS ON EXISTING POUREDNo.44167 _ _Nautilus Lc • . RoRtngS6at[orSp f= E6/sr/17 CONCRETE OR GROUT FILLED CELL CONCRETE *� il. ECo.NN:. �� •o=. f r 11LLIr TES[NC h ENGINEERWG CO•PANr EXPERT SERVICES INC. LL m.r oa cures R Ives 162626 S.W-sw_ftMORE TuoRE s1REEr 17-244 BLOCK BUILDINGS tltcm6aolcan PORT ST.LUGe:.Fl.m) ,,,,,,, ft SCALE:3/16• a 1' �FQ G�111 ®I.;N19 Rte:Tia)7s-ma.vu:(m)e71 o •• wrL A.1067 Y.PF mms oee ooam }� fL0A0A!iF!44167 511127 6 OC 26 E"" c"'D7 noa Comm xnao 5/16"0 TAPCONS AL W/ 5/16'o TAMOtS KL W/ TRUSSES OR RAFTER TRUSSES OR PABiER r2 1/2.6c,PENEwATr4I 2 1/2'4%n.PENETRATION 1/4•od/4•IM 61tlCEX 1".r.l OR TEX SCREWS IRv OIWDE% 1/ &t'OA.OA60.CAM &1.OAaU.06a"GAW. 1'.111/6'OR lIX SCREnS W 1- D .06' EF-TRUSSE;OR R I]a1SSE 'HOOD 21211/8" / 2•.2•.1/8• OR RAET}7L STEEL WASHER O 24"we. rTasTINC vC RAFTER sun WASKER O 24•n.w ALUUINU4 TUBE 1"O.D.OD60'GAss14.�'M ALUUM� r CLD .060'0/LVAILffD STEEL WASHER O 24'oc. �"�'� STEEL WASFQR O N•� S/16'o TAPC//G22�S Xl 5/16ro W/TAPWNS AL ( FENETRATIO.Y W/PENIMzAnon L J< O 24"a.c. O 24' i V (2}2•x4'OR - (2)2•K OR rw xoo0 FIEADER I WOOD MACER REOURED REQUIRED 218'COM. 216'CONT. WOOD I(EADER WOOD HEADER REQUIRID REQLRRED 'I mGE ECCE 1 '• EDGE = 1 M vi EDGE oPr�ra(Q i M OP0:3(C M OPEKt(G 1 oz cPEI@iC - 1 M OGLt�6T5ING 1 I D E>usiSttG Gt O - I' DaSIM EOEfatlEt CLN. DIIElatnit (EETOND, i F%iQA It Cae(oND) i c (enorvn) i ( A Nom) s { 28 3 @OR 3 r @OR 3 _ (2)214'OR I SEPA4AT�N I ODQnnR ,y, (2)2•a4•DR ( `, I[n �y(z)2 i4'OR Lrm (2)216• ' TO GLOW P z".6'CONE. T i. � ' "s 2•a8•catT. I mt COM.WOOD sD¢Lta Ot = W17W S1U0 To GLOW n WOOD STUD MAXSTM°16• I r A �1 v I RFDD%vED 1 (SM wao4;a+ z CLASS °t�R nwRm I M sawn (SEE T r A.YCNeas ¢ L0---)21S (SEE SKEET 20) g (SEE stCE7'20) m20) i ct=��EEr 21 0 f ,t ON\ c O/8 ( O/8 O/8I 0/8 ((2)2'n oR 1 S SEE ANORGRSf1V91(2)26' t 1 ! D CO• . 1 N EDGE OF I ON SHEET 21 1�D AX y aPElllKORS EO. I 1 T/Y.i 1/210.062' _ "$- E .REOLIGMII SEE u10E2M10.C62'.CC,`.T OV SHEET 21 _E. 0.. NGLE 20) - E /CLW AY .E5/16.1 TAp=iS)tL : 5/166 TAFC@(s AL ,W/z 1/2'M11 0/8 t \ W/2 1/2-w, PENETRABCtO/8 ; O/B O 24- c FOS" O 24'os.2W OR Ya FVag214'OR 2" . 1ATI 2 i4.OR 2 i' 214'OR 21 I na5T4fa WOOD CONC W0� EILtST1At:W000 COAT.xT10OCOM.WOOD , ODSR7x xmD �BOTTa4 PLATE DECK DR SOTTOM PLATE DEC(OR OOTiOM PLATE TINa ROGD EOTLOY PLATECONCRETE REALMED CR{ZE 51A9 RECUUtED K OR RE0IARED / 0RL1E SLAB REWIRm �R¢_CUIRED.5tA0 (SEE SHEET 20) - REQUIRE?. (SEE SC ET 20) U S� (SEE sffEETa) SALT�) rEDGE. 1 L,- •• P ATPIrJOE) WALL MOUNTING WALLMOUNTING BUILD-OUT MOUNTING BUILD-OUT'MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXIS•TW.G.- WOOD BUILDINGS eEM., ✓9? FLORIDA BUILDING CODE(Hoa High Yelacily Hurricane Zone) r1 *_ .44167 �_ 02017 RLTECO DTC Nautilus �tAL.4 gam �,. —_ r.....y ShOwer4zft- W/24/17W/24/17= a.`,�: 11 G E C O G Ca EXPERT SHUTTER SERVICES INC. % TIWt 7—m- &LNGU.EERINo aa4PANt �= �,.•� 1T,1 ars n..1%(.L,_, verslw c.�.•¢a L:a. 1626 SW.MTUORE PDRT ST.LUUE FL 74 994 17-24¢ ,l�4 w.-�e:41o�7.+1-Isu. fxs747,-Iul A41 GIIII `SEB-0 `0087,9 ' rMM(200)7.9-9m.F4L MI-cm DRAWL No I WADER A 7911T Jr.P.E. P.E.SEAL 51 RE/DATE FlfdODl.uc.a 44167 SNaT Oi76 E0. POURED CONCRETE 2DoR OJEo. OR GROUT FlCLED F I OR@J J POURED SEE SCHEDULES ON CRESE OR CONCRETE BLOCK CONCRETE CR O{ OR J coxcRET-oR (SEE SCHWtRES ON tB� CONCRETE eLocK Gaaur scer;a SHEETS 17&M) ) SHEETS»&IB) FILE--\CONCRETE K (SEE SCHEDULES ON SHEETS 17&18) a A z.7So• H k \� S. ` \ 0 4'o a � OR E1 zsae s_<s2 A �—z• A D O, �o SUP En' +/2'. Vs• D 0 e 0. =.,!4' p o 4'ox. 1/2',1/4- FLUSH /2•.r/4' D SECTION W/ STORM BARS Fl USH MOUNT (WALL) OR Si.SUP as!/a'SUP �� CR I� s� SECTION P-P (PLAN) TRAPPED MOUNT BUILD—OUT MOUNT BUILD—OUT MOUNT 3E+g.-+' SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS ScQm,(L'-r G G ORG G aGG u QG oR G (Fl H A H 2.TSG' A H 't L rk H H k 0 4'o.e H B 4'o cj {{ [\t\Il 4'o 8 4'Ox. r/z= A 4'oc A {✓ "" \1 /\.;l oR t%a'su. —.w t SECTION 0'-0' (PLAN) ORIENTATION #1 +Cs ,/a=.;/4- i s(z'.T/4• OR I/a SUP CR 1/8-SUP D Ca tie SLIP OR 1/a'SUP D D OR,/a•SUP OR I/a•sus 0 WALL MOUNT END MULLION SECTION Q-0 (PLAN) SECTION 0-0 (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PIAN) H * ORIENTATION It ORIENTATION (12 ORIENTATIONS 11 do 12 ORIENTATION #2 A 0 4'o.c. A WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G G1 G2 , r SCKE,/4'=i• t/2•.!/4• ,/2•. D OR 1/E•sU= OR I/a'SUP . D t (2) 2'x4'02 { / 2•x6'STU ro �. SEE SHEET 20 (SEE SCHEDULE 2'x6' STUD G (2) 2'x4" 0R ( )\ \!!f I / DN SHEET 21) l * ALTERNATIVELY TO HQ, A , WN. t/2- j 1/4"O-20x3/4" S.S. M.S. (SEE SHEET 20) (SEE SCHEDULE f j 1 CH SHEET 21) PLYvt0o0� w/ NUT MAY BE USED SECTION Qr—0 LAN) 1AIN, 1/2" I FOR THIS CONNECTION ORIENTATION #2 PLYVMD WALL MOUNT END & INTERIOR MULLION ©oR E3 +•Tso• 2.zso• 2•oar �r,"Iffl•u-.- \I d A. D +!z••+/< H \\\\ V� s•�t�+p FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) OR s/a•SP � A ®e o.c !/2•T/4' S D OR!ja SUP A ; -4416T 020t7 TaTEco LtiQNautilus DRAWN 6t: FLUSH MOUNT �WALI,� BUILD—OUT MOUNT O * 2 Rollin Shutter tem 03/24/17 SECTIONS 0'-0' (PLAN) \� EXPERT SHUTTER SERVICES INC. rtWT,!—%r- h ENQ,NEERING COMPANY t;`p \\ nua w.:ta z a�jos v1.1 wscxs nmas ,s2s sw.ORT ST. UDF-FL s4984 17-244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS =%r�Q ALE trtTtT\ �. ` "`ca-Wa ae+s`°"T+� P' D P o)U3-90w.r—t"=t vl YJ:E:i/a--r �1i� Ir .1mR A Tnw.k.P.L — SNTlT B aF 26 P.F-S'u. Ly� GNATURE/DATE FLO;WA Uc 0 44!67 .m 1/2'Min_ED 3" 1/2" Min, E.D FOR 3/8"0 ay.+c-R7 FNf750R5 (4) 3/8.0 CALK-IN ANCHORS OR 3"Min. EA. 3-Min.E.D.�FOR 1/4b SOLID-SET ANCHORS (4) 1/4-0 SOLID-SET ANCHORS OR Min. E.D. Alin. EO.---I—FOR 3/8'0 KWX B9£T TZ DFAI Ml 910MRS (4) 3/1 0 iC PCOIXT R IL A'tCH RiCROAS OR (4)ANCHORS•PER (4) 5/16'0 TAPCON XL ANCHORS STORM EAR CONNECTION, 1/8-LF.'at. EO 1/9-Min. ED. FOR 5/16.0 TAPCON XL ANMORS , 1- 3 1' E.D.—i—FOR 7APCONS XL W/ SEE TABLE 2 ON SHEET 23 EDGE OF SUB EDGE OF SLAB t- (Hyp.TOP&BOTTOM) ~— 2 a�irouo.on.� cAL�TTv. IF APF E / STEEL WASHER o 24'D.C. i• // K �taR 4.6Un. 2' 9• 2-x2-xt/B-x0'-5-(6063-T6 ALLOT) POURED CONCRETE n 2- 9 O POURED CONCRETE ALUMINUM ANGLE E'A.SIDE W/ (f'c�3 Kms 5•min. y (FC-3 Kr) 5'min. 2' @ O! (2) 1/4-0-14x3/4-ITW uILDEz TELT tHg7l REQU[RED y ( 5/160 TAPCONS XL THICK REOUQTED SCREWS TO STORM BAR n I I Ee'/1 0''m&n' s' (TYP•TOP&BOTTOM) R 1-ODs0A60•GALY. a I I STEEL WASHER 0 SECTION S-S e I i 247 0.a Box n I I •, ws,we SMW nar MacCED mm,ltowN K U 1 I ANLhAR 1'Min,FOR BOX u I I WIND ZONE +-3 t IItI I DETAIL A n I I n U I I n I I 1/4.0-20 OR 3/e-0-15 MACh1NE SCREWS USED JOULTLY W/ 2'Kon.FORn 1'SEE STEP 3 ON SHEET 44 FOR spEm] 1/4'o x 3/4'SCUD-SET OR 3/Bb x 1 1/4-CALK-Ii ANCHORS WIND ZONE--a I TREATMENT FOR WIND ZONES 1 THRU 3 SS[ t �.. 4 n N� t'Min. FOR 11 R'cSFECTNELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME w WIND ZONE I STORM BARS ARE REMOVED.(SEE DET.A). rn II� m 1-3 t U I ( Mao z q SEPARATION TO + 2 0 a I I (2)ANCHORS PER ti STORM BAR CONNECTION. s zo u c GLASS I A o 2'1&n. FOR n I I D ��SSEE TABLE 3 ON SHEET 23 z_ q(SEE SCHEDULES ON N0 t BEYOND (TyP-TOP&BOTTOM) n SHe-BTS 15& 16 Y:LND ZONE fl t' } I g 4 n l' If (2)3/8.0 Cf3EC-HN ANCHORS OR N q I I EX)ERIOR J SEPARATION TO I, (z)1/4•o sOlfD-�7 ahcitOiS DR t 4• - 4 I I '��'' �___Jddd G (2)3/8.0 KVIK BOLT TZ EXPFVS*N (SEE SCHEDULES ON I A ANCHORS DZ f' �YU(1(1 EXISONG SHEETS 15& 16) I (2)5/16.0 TAFCON XL MO3f0iS t' K IXiEE�OR GLASS q I' 2- q 2•x2•xl/8"x0'-S"(6063-76 ALLOY) E)USTLNG—� ' I E ® a ® 2• g ALUMINUM ANGLE EA.SIDE W/ GLASSS1 $1 (2) 1/4-0-14z3/4-ITV1"UEX TEK I � SCREWS TO STORM K (P.ToRim (Typ.TOP&BOTTOM)TP. q a e SECTION S1-S1 (TR.Top/eTTOU)li I cm.ToP/oOTTGU) n 1 !MIN.. F-ED ED, a POURED CONCRc1E 1 t/2'xt t/2-x0R62'aCONT.AURA. T g 9 (t-c=3 ksi) 5min. ,/ ANGLE W/5/16.0 TAFCONS XL W/ THICK Rc'OUIRED 5/16'0 TAPCONS XL W/ /� -T 2 1/4'Min.EMEEDU£NT m 24'oc. / 2 +/4-Min.EMBEDI�Fc'Fc A. '. ®24'D.C. PauRla cacnL,1 WALL MOU EDGE OF SLAB I EDGE OF SLAB '`••,••�C•.••,•• IF AFPUGIBLE S!'ma h.pG Rloti IF APPUCABPE se ••vCyrts•�'•.��Q; FLORIDA BUILDING CODE(Non High Vetocity$urticane Zone) 1/2-66n.ED .--4 1/2"Alin.E.D`FOR 318"0 CALK-IL ANCHORS � • HWAW BY, L--3- L— �I—FGR + *i• •44167 • osofz raern Svc Nautilus Min.-cA. 11 3 Min, E.D. /4 o SOFII}-SET ANCHORS Lr- Min.EA. +--4"Min, EA.--4--FOR 3/8'0 KOK BOLT TZ E7U'ANSION AN MRS •LI; # /► RoRiagShalferSystesn m/z�/n t/8"Min.EA. -3'-- 3 1/6'Min.ED.-4--FOR 5/t6-o TAPCCN XL ANCHORS gyp' IL E C 0 lKc. FLOOR TO CEILING I TRAPPED AND WALL MOUNTING:STORM BAR n =�r1�+� NA..�NG�� �`��` `1"W"«�'"t� 14` ,y'° EXPERT PS SHUTTER FL 34911 CESS INC. �VM K- il COW SECTIONS V ' vr�I�' W11MR A.nun,a.P.E. :" SCALE:3/16•-1' P.E.`au,y r iURE/DATE FLORIDA�g 44167 m�� SHOD 9 oFZ6 a 'Min.ED. -Min. E.D. -FOR R(01)3/4"o KWK E IT TZ PANSONS 2• 1 1 /2' I--•3' r-1 1/2' ANCH©&@(ORIENT TION#1)AND END MULLIONS©&G1 (CRIENTATION 02) -�- 3• 3. FOR,(2) 3/4.0 KWIK BOLT TZ EXPANSION G •Min. E.D. Min. E.D. ANCHORS 0 INTMOR MULLION (O.RIENSARON f2). G EDGE OF SLAB ` I 7 EDGE OF SLAB _E7(IE1tI0R 3'x3 xt/2'xO'-6' ale a `aa`PUCW-E6Alum T6 ALLOY)Alum.M'GLT EA.SIDE W/ (2)3/4.0 B6LT5 (6661-T6 ALLOY)Alum. TO MULLION & 2POURED CONCRETE a I 'i' ANGLE EA S[DE Yt/(2) (1)3/4'0 KYAK BOLTTZ(YC = 3 ksi Min.) 3 - - T 3/4-0 THRU BOLTS TO 1 1/e EXPANSION ANCHOR 8'[din_THICK REO'D. tl i MULUON©&(1)3/4'T1 W/6'Min. Ef6BE0.uENT a KWK BOLT TZ EXPANSICN �rl 2' TO PCURED CONCRETE 3"_,_3' . I d•-.4 -Ect ANCHOR W/6'Min, (Typ-TOP ft BOTTOM) a EMBEDMENT TO POURED CONCRETE(Typ•TOP& n BOTTOM) GLASS°° "G�'o I SECTION X7-X1 W/ ALTERNATIVE SECTION X1-X1 W/(G�* --�j 1- L (END & INTERIOR MULLION) END & INTERIOR MU LION on '6 lsn. I GG1 (W/ ORIENTATION # 1) 5� ! W ORIENTATION ORO x ) I (6-w) 3-4-0/2-&-4- 2� 1 i/2' 1 1/2' i 1/2' S, 1 1/2' yN N I (6061-T6 ALLOY) Alum.ANGLE EA 510E W/ 1 O u _ I ; QRERIUR (2)MULUQ THaU BBOLTS (�, '' 3' 3 ® • (1)3/4.0 KYAK BOLT TZ G 1 I G 1 Z V I ® EXPANSION ANCHOR d Q/S or I 4/8 or w/6-M n EMaEDMEaT To ��J� POURED CONCRETE(Typ. a EaMR t 1 4' EXiE7�OR o R/S ar It V R/& or TOP&BOTTOM) R'/8 0 R`/8 G 1 B- IaR u I 1 t/z' 1 1/2- w I i I _ I ® ® 4 4-—4 7C1 1 t/2' 3•x3'xx/2-xD'-a'(60651-TS ALLOY) 3'x3•xt/2'x0'-6'(6661-TB ALLOY) (tZP. t fl (tYP.T1NTj60FT0U) Alum.ANGLE EA.SIDE W/(2)3/4'0 Alum.ANGLEBOLTS To MULLION W J(2)&3(j0 6 EO. EO• 11/2 THRU BOLTS TO MUWON d3 &(1) THRU ? N _ _ 3/4-0 KWI(BOLT TZ EXPANSION 3/4-0 KM BOLT TZ EXPANSION - - U 2 2 ANCHOR iY/6'M'irt. EMBEDMENT TO ANCHOR W/6-Min. EMBEDMENT TO p 3, POURED CONCRETE(Typ_TOP& POURED CONCRM(Typ.TOP& I F r SECTION MAI W/ * BOTTOM) BOTTOM) PO4J D CONCRETE (ra =3 M+"�+•)Win.) (END & INTERIOR MULLION) (END MULLION ONLY (INTERIOR MULLION ONLY s'WW OF n.THICK fiEO'D. (W1 ORIENTATION i) ALTERNATIVES SECTION X1-X1 W/_� GE P l l t 1 1 1 1 EOOF SLAB s IF APPUCAaL (8"x4") W ORIENTATION 4 2} IF APPUCJEILE FOR(2)3/4'0 Kt511K BOLT TZ�PANSION ... 0•x87 •Uip. ED. Min. E D. ANCHORS o INTERIOR MULLION �•' '� - (ORIENTATION fl2). -AND BOX NOT SHOWN FOR CLARITY Min. E.D. Min. ED. OR(1) 3/40 KVAK BOLT TZ EXPANSION `tl ! FLORIDA BUILDING CODE(Non ffigA Velocity HurlLGone Zone) ANCHORS O END AND INTERIOR MULLIONS ©& .�(0. AIlCN #1 &LT2)AND �� •, •• . 02017 TLIECO OIC. • ORA9e1 END MULLION G (ORIENTATION Q2) *,' Mo 4416gi� Nautilus L� 6— •• •: ROR81 SbuKer tem o6/zs/17 FLOOR TOCEIUNG1TRAPPED MOUNTING:MULLIONS nORd7� /1-0 ECO[Ne. 9 1>A,E SECTIONSW-1 - O� = EXPERT SHUTTERt626 S.W. _SERVICES INC. (,tV TILLIT TESTING'd ENGWEEROYG COMPANY _ `�s •:y�� 1� mat17-.Il+l[te CoW. t'•�Tluub Mott`(POR T.LUCC.M. 7-244 (7Tll!<71-0980 1 AW.40 No END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION 1 ip' �� ,1 E6-aaae7,e WALTER IL OC67.T.P.E. �^m' - m' '�OOi ua SCALE 1/8-- 1- P. . TE FLOSUCA Ltc/4-167 N -~ SUM 10 OF 26 (1 1.. 4•—.-11.14. I Mtn. E.D. Min. ED. (4)ANCHORS 5'z3'xl/2'x0•-4' r2" SEE SCHEDULE gl) I OEEE!AA=W@(1NTFRICR)do 01(END&RBERIOR)TWFPPED MOUNTED HULUO,'S (`(SEE SCHEDULE g.} r(St SCHEDULE It)-] Alum. N ALLOY) EDGE OF S1AB I EDGE OF SAB 3' Alum.M'ul£EA SPAN COVERED BY SCHEDULE 1b'FOR CISTASIADON CASES 4 1&&H ON SHEET IF APP—llfA?tE�l sl•APrflCFBLE ! SIDE W/(2) 1/2`0 3� Z. \�\ \ I 7 TTH dUBOLT ® (LIMITED LOAD.UtILLION SPACING AKD SPAN 8WRIJITION): = 1 NSTNLGM Ca T -RE50ENTAL ANJ CU49YJML APFLCAW4S WttU t60.8 G j 4 EXTERIOR p.9L IAA ,WU ASD.CESM PRESSURE PATH, L i i ! If-O'lA3 mum Yuuidl VACINS. a 3' POURED CONCRETE 3'z3'ri/4'x0'-8' ! 1 SEE SCHEDULES it&12 FOR ADDITO!ULL SPECS. u SE(fc=3 ED 6GR), (6061-T6 ALLOY) G EXTERIOR INSW LION Gg L-RESIOE!8A AND COVM110AL AFPUCAD111 W/:EK8 p. L p SEE SCHEDULE(Ft. Alum.ANGLE EA.SIDE tf2� 6- V!/(2) 1/2'0 THRU MAXMIIM ASD,OESGN PRESSURE RATCG.8`-0- 9 I BCLTS To MULLION© 1 1/2- MA)@AUV MULLEIN SFACNG. 4 l•__�{ SEE SOSU1ES it&+2 FOR ADOMONX SPECS W a I ALTERNATIVE SECTION X1-X1 W!�* esrAlLaol T ¢-CCNM�CA!APPErATON FCR 11000 p.�F.MNOIWT3 ASA GLASS a t f(2' DESGN PRESSUiE RAiDrZ fi-!Y L xww MILLION SPACNG.SEE SCHSDULE4 III&J2 FCR ADDITIONAL Z ii Man. OR Gi (4 x6" INTERIOR MULLION ONLY W/ ORIENTATION 2) 1 1/2. SPECS. 5 V 0 (2)ANCHORS 2' 2` II 3'x3'x1/4`x0•_6_ T 6'---j t (SEE�E+EDULE�2) 2 (6061-T6 ALLO)) ; ! ALTERNATIVE SECTION X1-X1 W/ (G� Alun.ANGLE EA.SIDE 3. N o : (2) 4/2.0 BOLTS TO MULLION (4"x8" INTERIOR AND END MULLION W/ ORIENTATION 1 � eooN Q a ! t u G1 i 4" SCHEDULE P1 a� 0/8 or " ` Q/8 or i i I EXIERIDR WN.Sue MIN.EDGE Z csi _ ! ! WSTAUATIOH THICKNESS ANCHOR TYPE&SIZE(TTP.TOP it BOTTOM) INN.AROROR 01STANCE f� R/8 or D �+ R/8 or (4)gNq{0(;S CASES .0 EM8EOMENT ANCHOR �u R'/8 B R'/S (SEE SCH-)ULE gl} ' ' 1 1�• 3/8'13 HILL CfC HUS-H SCREW&!/81�N:R FASTENER WEDGE-BOLT ANCHOR FOR©&®(INTERIOR)LtUiLtO!t5 2 1/2' S t/2' _ /ORTI AM 1/2-0 TULTI CNC HUS-H SCREW&1/2f POWER FASITRER ® ALTERNATIVE SECTION X1-X1 W!� 'AFOGE-EOL.ANCHOR FOR Ra &INTERIOR)6(UtI1CtN W/CRO AMON/1. 9 Xl (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2} 1/2-0 HILTI WC KWR(BOLT TZ 0l8.Y FOR©&®uNTEwoR (R7.1CP(B1fi+V)1 ONS W/ORIENTATION 02)& .)(END MUtUON W/ 2 1/2• 5 1/2' 1 (TYI'.TT+�(BOTTEAI) ORIENTATION BI). 4 3`z3-xt/4 aO�-S- EL 4` 1/2'a NRTI C:C HUS-H SCR &1 2'P POWHL FASTENER n (6061-T6 ALLOY)Alum. WEDGE-BOLT MICHOR FOR(GJY&�(ERD OR AOR 3' fi' I 9 I S AyGc E.=--W/(2 1•. MULLION)W/CRAWATIONS�1 OR 12. lit a� i- 11/213 BOLTS TNF /2`P HRTI INC KIRK BOLT TZ ONLY FOR G&QTS 9asiIHOR �/,. i MULLIONS W/ORlERaTATION�2)&®(flim MIP 2 W/ S t/<` 7 1/Y RC!RAISGN JI). ! IEE1GE OF SLAB 6-8'FXi17tIUR H 6' 1/2.0 HU.TI WC HUS-H SCREW OR 1/2'0 POWER FASTENER t G EDGE-BOLT ANCHOR SIE"NOTE ON SCH fb N �, fi' ECCE OF SLAB I 'r APPL;CABLE SHEET 25.VAUO FOR END&INTERIOR 61ULLIO.VS O& Min. E.Q. �( Mtn. E.D. /ORIENTATIONS SI OR/2. F APPUCAELEj(SEE SCHEDULE#1) (SEE SCHEDULE 61H _PGURM CONCRETE (45EANCHORS E SCHEDULE j;t} ______ 1'f SCHEDULE ;2 (Ce=3&si Min.), _ UM L UK EDCZ SEE SCHEDULE gt. T T/2' 4' 3- 1 INSC CASESOH Tt�CKH�E15" ANCHOR TYPE k SIZE(TYP.TOP h BOTTOM) EU�M,°1R°ur ALTERNATIVE SECTION X1-X1 W/.(�* ANCIM WEDGE-BOLT ANCHOR 5/a'P H[4l INC HUS-H SCREW&S/B'0 POWER FAsrTTN£R 2 I/z' 7 t/z' FLOOR TOCEILING lTRAPPED MOUNTING:MULLIONS n OR L r,!II 4' SECTIONS W-1 (47x8' INTERIOR AND END MULLION ONLY,. (} ''y �) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* No.44167 -` 0201 LL ECO 9,G Nautilus D�� *'' : ��� RoIIingShulterSpsf®m o9/z4/tY APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS DATC SCALL,1/e"=1' _ w >�/V�nI1T�IjI,{y..A(p',�-�•`_1'yC�tt\\ wss roua..x_n(.maG)0&-•xEallopNEwERIHG COMPANY EXPERT SHUTTER SERVICES INC. R Milt17-244 1626 S.W.B93MC£STREET trs ._.v. �_ •`�....... \\ •-moi 67feee6aetcam PORT Si.UJC�.FL 74984 OPAWM N. • SIDE RAIL Q AND BOX NOT •�'/ 6�111E E.8-0006719 Piwree�aeo9T 74s-sme• (7n)""� SHOWN FOR CLARITY 'p� �Ay /DALE WALTER rig 416 i 1 EDGE IF APPLICABLE 2"xMUL1JON CEPT110/8'Cont. ALUM.TUBE(TOP&BOTTOM)W/ 1/4"0.3/4-ITW BUILDEX TEK SCREWS 7 3/4' 5/16.0 TAPCONS XL W/2 i/4' W/1'O.D.n0.060'GALVANIKD STEEL MIN.E.D. 2 1/6" Min. EMBEDMENT 0 24"G.C. WASHER 0 24"o.m Min. E. i EDGE IF APPLICABLE \ 4" EDGE IF APPLICABLE CONTINUOUS 7 3/4-Min. E.D. —— 2- 1_ _ 7' C06!`CR-tiOE(cc�33w f�Gn.) 10"I 2`\ 7 3/4'M n.E.D. 2 87 14cm TtG(x(Revd I 2" 2 (. END CAP 2" . POURED CONCRETE 7 /4. I (t'c = 3 ksi titin.)�� DaMR POURED CONCRETE Min.ED. EQ. Q. S' Min. THICK REQ'D. \ (f'c a 3 ksi Min.) 4'EXTERIOR 4. I 8" Min. THICK REQ D. PO ©OR G1 1 i �' OR GT z" 4< GOR ® g +, R/8 _ _v I 2. 7 3/4"Min.E.O. 2- 7 3/4'Min.Q/8 Ol' eT• 4'z4'x3/S' R/8 Or' p ' t' ___ ,y4'x4'R3/8'(6061-T6 AJ.O17 7 (6061-T6 PLL01) R/S a y T um_ANGLE EA.SIDE EDGE IP APPLICABLFJ Alum ANGLE EA S0EECCE IF APPDCABLEc .�° -. EVLSO t 5�6RLLED MAY BE MOUNTED SECTION X2-X2 W/(G7 OR CGS ALTERNATIVE SECTION X2-X2 W!CGS ORPER SECTION R'-R' oN sHLET a.) [END & INTERIOR MULLION(END & INTERIOR MULLION) (Yf/ 1/16•\�\ ORIENTATION pRIENTATtON 2) 1) (4"x6" or 4"XS") ma Wn. ED 1 —1 1/2•x1 1/2"x0.062"xCONT. ALUM. (6"x4" or 87X4") -x-, 7 3/4' ANGLE W/ 1/4"0113/4" ITY1 BUILDER M€N.ED. TEK SCREWS 0 24'o.c. TO TUBE. � {t 4/2' I s SIDE RAIL DO NOT SHOWN FOR CLARITY 7- CONTIMf0U5 POURm \ I . CONCRETE(f c-3 rd Mi' N I 7II 10' 8"Mut.THICK REOA \ I ! I 17 i ` i 111 X2 TrcP.TopmriW) 1 1/2' ! 1 1/2' Qta.TOPIE "'i 7 3/4' L4-.,r.3/67.G'-1O'(6061-T6 ALLOY)Alum.ANGLE 91k PL ritvl- MIN.Co. \-EO--1-EO EA.SIDE W/(2)3/4'0 THRU BOLTS TO MULLION �d Qv_,.•"'t'��"p• N &(2)3/4"0 KWK BOLT TZ EXPANSION ANCHOR ,t��; Gl p•''�7 FLORIDA BUILDING CODE(Non High VelocBy Hurricane Zone) V!/5-Min. EMBEDMENT TO POURED CONCRETE i fit,, S 02017 Ta.1EC0 Mr. • URAWN 6e EDGE IF APPLICABLE 1WLLL (TYP.TOP&BOTTOM). No.44167 Lc. 1 Nautilus ROHJILLg.AO(tdrS)MfdM ce/24/r7 WALL MOUNTING:MULLIONS CG)OR .o [�E QTNc: V"TC EXPERT SH POURED CONCRETE WALL �4,r .` SI[lfT TEST HG a ENG VEERING CauP NY UTTER SERVICES INC. SECTION W2 1626 sw.e11uGRe srREEr 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION (MT 49.ULIC L . M)O 671 P -dm F1mNC2(M)JagDS tt FSR: 34984 49 W!.iDi 0.S71Ur Jr.P.E ®•'m" "� •'' �� r'" Scam 1/6'= t' PE d!/`JtU'Otl(! tE "-OF=Lk.9 44167 sxat tt a2s e 1/4'bx3/4"IIW WLDFX TER SCREYIS EDGE IF APPLICABLE . EDGE IF AFPUCABLE 2'.VULLLON DEPTHXI/8•Cont. W/ 1"0.0-.0.060'GALVANIZED STEEL \ Wul M.TUBE(TOP& BOTTOM)W/ WASHM O 24'o.c. 4' \ 2 1/2� \ \ 6.0 iAPCONS XL W/2 1/4" EDGE IF APPUCAHLE — 7 1/2'Min.ED. 2"\ 2'7 1/2' Min. ED . EMBEDUE'VT 0 24"a.c. -— MIN.ED. \ - 7 1/2'Min,ED. 2" I /` 2' POURED CONCRETE (I'c = 3 ksi Min.) \ I POURED CONCRETE 6' Min, THICKNESS DOERIDR (rc = 3 ksi Min.) 4• � REQ'D. I 6" Min THECKNESS 1 1/4' REQ'D. I ? 1 4- GOR G@ . 2 G1 _ CONTINUOUS POURED IEO.:EO. I END CAP u 7 1/2 CONCRETE rc-3 Id Un I 7 t/2'Lin.E . 2' 2' Min. ED. ( ) \ I 7 t/2'M:n.ED. 6"Man THICKNESS 4• I 4'z4'xt/4• 1 y 4'z4'x1/4' (6061–T6 AAlOY) C; REO'D. i (6061–T6 A� _—T um.ANGLE EA.SLOE g,� I G OR G1 EDGE IF APPLICABLE Alum.M.CLE EA SIDE. EDGE lE APPLICABLE„/ –'N \ \ \\ \\I I <1 a i ExIEIuoR ALTERNATIVE SECTION X2-X2 W/n OR * ALTERNATIVE SECTION X2-X2 W/ �* z (INTERIOR MULLION) (END & INTERIOR MULLIONS) a I C a n I ® W ORIENTATION 2) (PJ/ ORIENTATION 1 Q/®r 9 I I Q/8 or (4"X6" or 4"X8') . (8"x47 R/8 or g I I R/8 or R'/8 u I R/8 OSEE MAXIMUM Gg)(INTERIOR) & G1 (END & INTERIOR) VIALL cid _ i MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR ?,, a 1 (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHEET 25 mw txIS1wG o trn. I ID)BE ALSO INSTALLED TRAPPED (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): GLASS MOUNTED PER SECTION R'-R' 1 9 I ` ON SHEET 8.) INSTAU.ATICN CASE I' - RESIDENTIAL AND COMMERCIAL 1/2'\\ ! € APPLICATIONS WITH X60.8 p.S.t. I hcn. ED Y (_1 1/2'x1 1/2"XO.062•XCONT.ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2' '— - ANGLE W/ 1/4"6x3/4" ITV! BUILDEX RAT[NG, 12'-0" MAXIMUM MULLION MIN.E L \I , TEK SCREWS ® 24' o.e. TO TUBE. SPACING. VALID FOR CONNECTION TO I y 1/4. CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. 3 1/2' `3 11/2'6' I X2 INSTAIIATION C4SE II' - COMMERCIAL APPLICATION FOR +100.0 X2 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" x/86 O1) 1 1/4" 'y y/4' "t�/6atrau) MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 1/z• N 01 MRED ( L4'X4 i1/4;�0'-6"(6Gfit-T6 ALLOY)a�,m.AncL1= CONCRETE W/ H6LTI INC KINK BOLT TZ ANCHORS. MAN. E.D. CONCRETE(re=3-U -- -EOFA SIDE W/(2) 1/2-0 THRU BOLTS TO MUUMA __ \L5n) 6"M.m.TH,(34v'ESS.�\ &(2) 1/2.0 KWTK BOLT TZ EXPANSION MICHOR '•••- -' -.SIDE RAIL Q NOT SHOWN FOR CLARITY `Kt0-D. \ W/3 1/4'Min. EMBEDMENT TO POURED CONCRETE . '�j�A•Tf WALL(7YP.TOP&BOTTOM). • ��•.••• '' Q` C...... •9• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) EDGE IF APPLICABLE WALL MOUNTING:MULLIONS n ORGO 02017 nuEco uLo • CRA•N er POURED CONCRETE WALL :� ql�p.4416T Nau>�fus L� SECTION W-2 ` RoIItngS80tlerSyseem ce/za�i7 IL E C O ivic. �� OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION'K `�{: T1Ln 7ESTNG h ENaNEERwa COMPANY EXPERT SHUTTER SERVICES INC. 17-24a OA''•,... �.�/. \ aw Nt ao.a. XYS Y6iQM alcor.n ss,Ls 1628&W.LtIUCRE STREET C'Q .......... t11 can.:naslm2 wOaolmm'+u� PORT Sr.LUCIE FL 34994 MOLWPW No APPLICABLE TO A LIMITED LOAD,MULLION SPA_N AND MULLION SPACING INSTALLATIONS RNa G(coal 749-9alb.qn(7Tt)",-Om SCAlE 1/8'e I '''' . TORE TE WALTER A.LM �.PL a..r aam� / FIPQOA Lie./44167 SRELT LIAOF I6 4' Min. ED. Min. E.D. OR(1) 3/4'0 KWK BOLTEXPANSION 2- ANCHORS®END MULLION U MULLION 3-x3-xl/Z-.O'-4' (ORIENTATIONS e1 &(12). (6061-T6 ALLOT)Arum. 1 11 2' FOR(2) 3/4'0 KYtIM:BOLT TL PAiLSTON ANGLE EA.MOE W/(2) !Ain. E.D. 'Min.E.D. I ANCHORS 0 WTERLOR MULLION(9 3/4b TNRU DOLTS TO (ORIENTATION #2). MIK B T &(1) 3SION KKiK BOL TZ EXPANSION EDGE OF SLAB ANCHOR 1Y(W IAM EDGE OF SLAB 1- , „ '7 � EMBEDMENT TO POURED IF APFUC*LE 111�1 1 1 1 I f 1 IF PtFLlfa9!£ CONCRETE(Typ.TOP& 1 fY' /. eolloa) G2 7- D(IIItIOR POURED CONCRETE a L L 3 W 14n.) & 3 8'Min.THICK REO'D. 0 T 7 n I I c I 3 a tl I 2' MnNG2' � { 4' GLASS H 1. I SECTION X3-X3 W/ - 1L Min. ° G2 (END MULLION ONLY on 4_ (VJ ORIENTATION ;€ 1) S'� 1 EXism ( (7"X4' Z,; a' ZN c { o I 11 3• ® p I ® E!0 Q78 n 078 asa G2 <' EXTERIOR G2 4' E aMOR p 2:� n I I 1 11 1 I J2' w n { 1 1/2' X3 I X3 _7. 3'x3.1/2-xO'-7?(6061-TB ALLOY) (STP.TOPJBDm) I (LTP,iCP/BDTTLpA) S'.3'xt/2'x0•—r(6061-76 ALLOY) ANGLE FA SIDE W/ 2) 3/4.0 Alum.ANGLE EA.S'OE wl L2) 3/4'o THRU eOLTS TO MUWCN & n E0. EO. THRU SOLIS TO MULLION G�' & e 1 1 1 POURED CONCRETE (1) 3/4-0 KW:K BOLT TZ EXPANSION (2)3/4a0?,6K MOLTETZ MB MAN TO t'C - 3 kSI Min.) ANCHOR W/6-Min.DASEDMENT TO p 1. 3' 8'Min.THICK REO'D. POURED CONCRETE(Typ.TOP& POURED CONCRETE(Typ.TOP & BOTTOM) BOTTOM) (END MULLION ONY) INTERIOR MULLION ONLY) sLAe L 1 1 r I EocE SUB ALTERNATIVE SECTIONS X3-X3 W/ G? f AFPUCABLE AaPL�ssLE (YJ( ORI/ENTATfON 2) FOR(2) 3/4-0 KNTK BOLT rz AI-41ON (4"X7`� FSR. E.D. Min. E.D. I ANCHORS 0 INTERIOR MULLION t�P.TI� SIDE RAIL D AND BOX NOT SHOWN FOR (ORIENTATON B2). •••�• 4 .. = 'Min.E.D. 'Min. ED.� •�� '•••'-ENS,?•' •..� CLARITY. FOR(1) 3/4'm KWIK BOLT EXPANSION `\ ANCHORS®END MULLIONFLORIDA BUILDING CODE(Non High Velocity Hurricane Zane) (ORIENTATIONS¢1 & g2). .1 02017 rLTECO arc • ar: FLOOR TO CEILING ITRAPPED MOUNTING:MULLION G2 Nautslus _ IL E ClO INC. ROIIingShaKerSyaBam Ce/24/%7 SECTION W-3 (ww1� . EXPERT SHUTTER SERVICES INC. CI••'/6�\\\` ve�m.Qlmn•t-•S�iocr�(�ry 13Y a 1626 S.N.8tTUWZE SWX.0 1'j-2" END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * `` "��NAI.�� 1'1 `"no-1 �T��W� ti m)6 °"'°" �� H11 EB-fI00871s w,ma(coal las-sa.e.ni:fm1 a71-a93a 1YX=ATxiR Jr.Pt. 0O4•'m' mo<sea SCALE. 1/8'- i' P.E.SEAL/51 NATU � RE/DATE RZ+1 1k.S 41167SHM 12 or26 OSEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN MisL E.D. Min.E.D. COVERED 13Y SCHEDULE ib' FOR INSTALLATION CASES I, Ia & II EDGE OF SUB (SEE SCHT'OULE B1)j SEE SCHEDULE B1�EDGE OF SLAB ON SHEET 25. IF APPLWASLE rIF APPUCAME (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION OkSE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN " 3'x3'x1/a'xO'-Y 1'. 1' PRESSURE RATING, 12'-0" MAXIMUM 3 (6061-i6 ALLOY) i 5" MULLION SPACING. e ' (fo ID osi SmJ Alum.ANGLE EA.SIDE SEE SCHEDULE 61. W/ (2) 1/2-0 THRu SEE SCHEDULE 1 FOR ADDITIONAL SPECS. n 3. BOLTS TO MULLION fg n INSTALIMON CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION ® W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN �S<ING�a 2• l](51380R PRESSURE RATING. 8'-0' MAXIMUM MULLION w1 1n• SPACING. GLASS u t' G3 A SEE SCHEDULE #1 FOR ADDITIONAL SPECS. o v G 1 1/2 INSTALLATION C4SE It - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. i=ce ° �b 7' MAXIMUM A.S.D. DESIGN PRESSURE RATING, 3,N o EXTERIOR (4)ANCHORS LE 1) 8'-0" MAXIMUM MULLION SPACING. SEE (SEE SCHEDULE #1 FOR ADDITIONAL SPECS. z= q Zz �m * ALTERNATIVE SECTION X3—X3 W/ 2— Q1/8 , Q118 V11 ORIENTATION 9 2) SCHEDULE #1 TZ ; (270' [WEREOR MUWON ONLY) a MIN.SLAB ANCHOR TYPE& SIZE NTN. EDGE rn� E INSTALLATION THICKt1E55 MIN.ANCHOR DISTANCE FOR CASES (TYP.TOP&BOTTOM) EMBEDMENT o rn a REO'D. ANCHOR 3 s SIDE RAIL Q AND BOX NOT SHOWN 3/8'0 HELTI INC HUSH FOR CLARITY. I a• 3/SCREW.POWER FASTENER 2 1/2' S 1/2' g a ® WEDGE- HOLT ANCHOR 3SS X3 1; X3 1/2"0 HILTI INC KWIK (r14_iCP/WiiCMI� (i'IP.TO?lawcN) L 4' OLT T2 2 1/2' s 1/Y . ° POURED CONCRETE SOOLT T21LT1 INC KWIK 3 1/a' 7 1/2• 3• (t'e c 3 Bsi ah), 8 1• I SEE SCHEDULE BI• EDGE OF SLAB 1EDCE OF SLAB IF APPUC11LEjED- �G'APPLICABLE ta-a� �ti EA. —(SEE SCHEDULE B1) `(SEE SCHEDULE Bt) . FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS G03 ...... A.TI SECTION W-3 ,L�' E ...�&T A•�' Q` /I -; FLORIDA BUILDING CODE(Non High Velocity Rurrknne Zone) No.44167 �� 01017 TyTE� Nautilus IRA" M. RnRtng$butterSysenz 08/24/1-1 0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * 4'; IL E C O�N�. DAN ncca TEsnNG n ENGRIMING COMPANY EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS - O`•. (` Z'�;�`� •�,�„"."�°L»�."" 'E26 S.W.im"'°�E 51':�L 1�-2aa fi OR 6� TIS ,,,tt6Ooo1s� PORT sr.LUCK,ti 34984 DRABQO w _ P.4c^®xs-oosa.ra�c cml mi-�v90 SCALL-1/O•= 1• ►� •�+n� 1 wN.TE EA.B-TLuz 0067T'✓.P.E. m.r ua ac. msm, +P. �i! Tom' TE FLAROA LIr P 44187 m,sm. SNn!TT12ADF28 EDGE IF APPLICABLE 2'xMULUON OEPTHx1/8'Cont. \ \ \\\\\\ .TUBE(TOP&BOTTOM) V!/ 1/4%x3/4'ITW BUtLDEX TE,C SCREI7S 5/1'6-o TAPCONS XL 1V/2 1/4' ,y/ 1'0.0s0.060'GALVANIZED STEEL 2 1/6' NDN. EMBEDMENT® 24"O.C. WASHER O 24'oc. 7 3/4' Min. EO M1Fl.ED. EDGE IF APPLICABLE•l 2--j 1 7 3/4'Min.E.D. CUYiIMIa)S POURED i 2" 7' CONCRETE(f c=3 tai I.GI.) \ 10- 8`Min. CK REVD. POURED CON CkETE (f'c = 3 ksi Min.) \ 8" Min.THICK REWD. 4' EMOR END CAP \\ 1 I m 7 3/4' NOTCH WEB t!n ED- �.TOP/BOTTOM) Zia 7 3/4'IEr+.E.D. \ 4x4'x3/8-(6061—Tfi ALLOY) g-�_ 4 um.AHG!.E EA S'DE. �N p A z N x (WALL MOUNTED SHOWN. MAY BE J i GLASS 1q D ALSO INSTALLED TRAPPED MOUNTED EDGE 1=APPLICABLEJ C u PER SECTION Q'—Q' ON SHEET 8.) Q G a I DaERIOR SECTION X4-X4 W/ G? # W4 LEND & INTERIOR MULLION) (VII ORIENTATION ip 21 s H Q1/8 c I Q�/B (4-0-) \ 1/16'\ \ \ = ,�,Ep \ ,- i 1/2"xt t/2'x0.062'xCONT. ALUM. s SIDE RAIL DQ NOT SHOWN FOR CLARITY Xa 7 3/4' ANGLE W/ 1/4'ox3/4' TNf BUILDER M Mtti.E.D. TEK SCREWS ® 24- o.c. TO TUBE. 11 1/2- 7- 0ONTINU0ls PCURED ' . CO=ZEfE(Cc=3 Tao!!,n) \ 10" 8'?9n.THICK REQ'D. X4 X4 (St7.r,'P/amm) 1 1/2- \ , ,/y (ItP•TaP/6oT1ou1 ......p 7 3/4- MIN. E.D. \ 4-x4-x3/8-x0'-10-(6061—T6 ALLOY)Alum.ANGLE EA SIDE W/ (2) 3/4-0 THRU BOLTS TO MULLION ti.� i \ \\ 4- &(2)3/4!'o KWIK BOLT TZ EXPANSION ANCHOR C S•' _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) W/5'Min. EUBEDMEN7 TO POURED CONCRETE 02017 WTECO WC DRAM UC EDGE IF APPLICABLE WALL..(TYP.TOP&BOTTOM). � .4416 ilus '-� � � Itol7ingSlinHcrSpslem (s(Zs/{7 WALL MOUNTING:MULLION IL E C O tNc, o POURED CONCRETE WALL ?-ate .', ntttr rEsnnO a EXPERT SHUTTER SERVICES INC. Euc,r1[EAWc cOUPANr SECTION W-4 .6�tt`� u'o t _,v;'" 1626 r S.W. i ss 9ai 17-244 w END 81 INTERIOR WALL MOUNTED MULLION INSTALLATION '-FPS 6�t•'' ®-pT4=J WALTER -0067 1r.P.E. K rm SCALE.1/B-- 1' P.E.SrCA�'b{GWRA DATE nna�ra Gc./sa1s7 I .o,sm. �+.r SHEET 13 Of 2e EDGE IF APPUCABLE 2-xMUWON DIEPTHx1/8'Cont. EDGE IF APPLICABLE� ALUM.TUBE(TOP &BOTTOM)W/ 1/4'0x3/4'ITW EIMME'X TEK SCREWS C 5/16'0 TAPCONS XL W/2 1/4' /'-W/1'O.D.x0.060"GALVKv7ED STEEL r \ \ 1 2 \\ Min.EMBEDMENT 01 24"o . // WASHER 0 24"ac. 4 3/8'Min. ED. \ 4 3/8" -EO MIN.E.D. —- CONTINUOUS POURED ' ` CONCRETE(Pc-3 W Mn) \ 2' 3 S/2' 8'tiro.THIC�CNSS I KID. i EKIEEIIOR 4 3/8' ( \ 7 1/4 I Min.E.D. EYD CAP 4 3/8"Min. ED. CONFUNUCUS POURED CONCRETE(re=3 4a Via) 1� 1 0 8'hn.THMES`S gN REQ•D. I EDGE IF APPUCAHLE °6Gn ( G3 ° Z' m ( SECTION X4—X4 W/ G3 a It a (TIALL MOUNTED SHOWN, MAY INTERIOR MULLIONI BE ALSO INSTALLED TRAPPED IW--f ORIENTATION 0 21 MOUNTED PER SECTION Q'-Q' (2'01 ° ON SHEET &) o.0 0 i N P E%IFRIOR 0 SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES T' & 11' ON SHEET 25 (LIMITED LOAD. MULLION SPACING AND Q./8 n Q'/8 SPAN INSTALLATION): ' \\2 7E.D \\ INSTALLATION CASE Y — RESIDENTIAL AND COMMERCIAL ( MTn1 1 1/2"xT 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH *60.8 p.s.f. 4 3/8' - ANGLE Yr/ 1/4'0x3/4' ITW BUILDE:X MAXIMUM A.S.D. DESIGN PRESSURE L12t E.D. TEK SCREWS 0 24'o.c. TO TUBE. RATING. 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO I CONCRETE W/ HILTI INC HUS—H OR X4 POWER FASTENERS WEDGE—BOLT or.i XlV4 3 1/2' i OvP.1ap/IDttc") ANCHORS. I INSTALLATION CASE W — COMMERCIAL APPLICATION FOR 1100.0 t^ p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/a' (2)3/8'0 K1h1K BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN.-,E.D. \ W/2'Min.EMBEDMENT TO POURED CONCRETE '. CONCRETE W/ HILTI INC KYAK BOLT TZ ANCHORS. WALL (TYP.TOP&BOTTOM). EDGE IF APPLICABLE-/ CONTINUOUS POURED �, �(l�•T� SIDE RAIL DQ NOT SHOWN FOR CLARITY CONCRETE(1'c-3 I®mm) 8'Min.THMESS FWD. ��'y1Q;�'JG Sr ti FLCRJDA BUILDING CODE(Non JDgh velocity ri alTcane zone) WALL MOUNTING:MULLION >3 02017 TATECO Mr- • --- POURED CONCRETE WALL _ ;�0.4416T . *; Nautilus « SECTION W4 * : Ro1UngShna*rsysftm 00/24/17 - � IL E C O�N�. Q INTERIOR WALL MOUNTED MULLION INSTALLATION * '�9 ';'�4R�t !?'0 v`t`� ����„��v�o EXPERTSHUTTER&W. SERVICES INC. 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS 'cS10NpI. i WALTER "�°= �� '�"°"° SCALE 1/8•= T' P.E SEACfSf3AI(f E/DATE rLoxoA Oc. ulsa . WMI340f25 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(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN'L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2.SHEET 1). t.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib k Ib') THRU IC ON SHEET t5 TO DETERMINE,BASED ON AN 12' BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(n),ANCHOR TYPE AT SIDE RAILS;A.S.Q.DESIGN PRESSURE RATING(p.s.f);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES to THRU 2cON SHEETS 24.25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX..IT.8'OR T7,AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN QG),©,%& a@),MULLION TYPE& MULLION ORIENTATION. . ENTER A.S.D.DESIGN PRESSURE RATING SEE STEP(1)ABOVE 3.SEE SHEETS ID,10A.11.11A,12,12A•13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A IDEFINITION FOR SLAT SPAN SHALL BE CONSIDERED DING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CONCRETE FOR A GIVEN MUWONILING TYPE( ���0 gLL MOUNTINGS OF MULLIONS INTO FOLLOWING LL%x:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12"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 IO: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 RAILANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 WIA.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING 3.ENTER TABLES 2 OR 3 ON SHEET23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR TYPE,A.S.D.DESIGN PRESSURE RATING&SLATSPAN AND OBTAIN MAXIMUM ANCHOR SPACING SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP QNCHES ON CENTERS).SEE GENERAL NOTE T ON SHEET 1 FORANCHOR SPECS. &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS ATANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE &A CHOICE OF 2 OR ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&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_.IT.8'OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. MULLION TYPE OWALBLE LION ERPOLA ION IN BETWEEN SPACINGS FOR A GIVEN ON- 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE 5.SEE SHEETS 10,IDA.1t,11A 12 12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& MAXIMUM BOTTOM FOR FLOOR TO CEILING 0,6, 31).WALL MOUNTINGS OF MULLIONS INTO CONCRETE ALLOWABLE STORM BAR SPAN(HEIGHT) FOR A GIVEN MULLION TYPE(1 , , &1). 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS " PROCEDURE 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. �T,,P�FR AC..TI�vT- Q0��'•vCy►S•�'ti 9 FLORIDA BUILDING CODE (Non High Velocity Surricano Zone) *; Pio.44167 02017 IXTEC°Nt1Vau>�ilus 'or 'c~ SolfiFigShnMorSyalem cs/24/17 IL EC O���. wE -9p � TnLT TEST NG a ENG NEER NG COMPANY EXPERT SHUTTER SERVICES INC. i T-244 .{ cse Ns.]em.sa s..by vro�r alma n snee 1628 S.W.9LTUCRE STREET Z;� \l ae.:tnslen-rssa.ro:tss7F AIe ..... tt a ait LIt8Ce0.d— PORT ST.LUOE.FL 34984 ORLRrn/O'"�� �ITFIL' WALTEREIZ A. I9 PE I77a9-9]58.FNC OTT78) art P.E. fiC,r�J'.GtL4(URE/DATE F<�0A L;1_/44157 aT Is�M SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN AS.D.DESIGN PRESSURE RATING(p.s_t),PRODUCT IAOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W1 OR W!O CHART Ia CHART Ib CHART Ib' CHART IC USE TUoo M VALIJE BETWEEN POWIYE AHD NEGATNE ASO.LOAD 115E UOLIUM POSrM A.S.D.LOM VALUE 3/8"0 KWiK BOLT 3 ANCHOR 5116"o TAPCON XL ANCHOR 511 Wo TAPCON XL ANCHOR POURED CONCRETE To PWRM CO%XRETE TO GROUT FLIED CELL CONOWE GLOOC MAX. MM SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN.SEPARATION TO GLASS A.S.D. •LMA7G'(Fly •LtW (FT) 'LMAX.'(FT) MEASURED TO BACK OF SLAT(in) R�DESIGN >ryPPED Tom-= ftnD-OUT WALL TRAPPED SUan-OUT WU)p_vi WALL 7APPED Bunn-our go�� W o sroRM BATS W STORM BARS G uaw uaalT u}xmT uouNr W/® ww Uamr e!QuNT+)[ Raw W/Q ua1M UUOUNT ulaua w[ uouNT W/© SFE NOTB# NctS# 1 °c SFE PC=# SEE NOTM# SEE NOItS# 1 R® SEr NWO# gE NOM;# SEE talEs# I t�`7 NmFS# ZONES wum ZONE Z«+ wwD ZONE (PST) SFE # SEE NOTES* SFE TORS# 1-3 4 1-3 4 30.0 20'-0' 15-4' 20'-0" 20'-0' 20'-0' 15'-4' 20'-0' 18'-0" 20'-0" 15'-4' 18'-0' 15'-6" 1' 14 Ile 6' 7- 35.0 20'-0' 15-3" 20'-0' 18'-0' 20'-0' 15-0" 19'-0" 18'-3" 20'-0' 151-0' 16'-3' 14'-O" 1• 14 1/2" 6" 7- 40.0 20'-0' 45'-2' t9'-7" 16'-6' 20'-0' 14'-5" 17'-4' 14'-10" 18'-I1' 14'-5' 74'-t0' 12'-9" 1' 14 1/2' 6' 7' 45.0 20'-0' 15-0' 18•-0" 15'-3' 20'-0' 14'-2" 16'-0" 13'-9' lY-4' 14'-2" 13'-9' 12'-0' 1" 14 1/27 6" 7' 50.0 20'-0• 14'-10' 16'-9' l4'-2" 19'-1' 13'-7' 14'-10' 12'-10' 16'-2' 13'-1' 12'-9' 11'-0" 1 1' T4 1/2' 6' 7' 55.0 20'-0" 14'-8' 75'-8' 13'-4' 17"-9' 12'-4' 13'-11' 12'-1' 15'-0' 12'-4' 12'-0' 10'-8' 1" 14 1 2" 6" 7- 60.0 19'-5' 73'-9' 14'-9" 72'-7' 16•-9' 11'-8" 13'-2" 11'-5" 14'-2' 11'-8' 71'-4' 10'-0' 1" 14 1/2" 6' 7- 85.0 18'-4' t2'-11' T3'-17' 1T"-11" 15'-9' 11'-0' 12•-5' 10'-lt" 13'-4' 11"-0' 10'-70' 9'-6' I. le 8" 7" 70.0 17'-4• lY-1' 13'-3' 11'-4' 15"-0" 10'-6' ti'-10" 10'-4' 12'-9' 10'-6' 10'-4" W-0' 1' 13 1/2*1 8' 7' 75.0 16'-6' 11'-7" 12"-7' 10'-10' 14'-3' 10'-0' 1t'-4 9'-11• t2'-0' 10'-0' W-10' 8'-+0" 1• 13 1/2' 6' 7- 80.0 15'-9' tt'-0' tY-0" 10'-5' 13'-7' 9•-5' 10'-10' 9'-7" it'-7' 9'-5' 9'-3' 6'-6" 1' 13" 6' 7' 85A W-0• t0•-6" T V-7' 10'-0' 13'-0' 9'-3' 10'-5' 9,-Y 11'-2' 9'-31 9'-0' W-3' 1• 13" 6' 7- 90.0 14•-2" 10'-1' 11'-2' 9'-8' 12'-ti' B'-10' 10'-1" W-11• 10'-9' 8'-f0' 8'-t0' 8'-0' t' 12 1/2" 6" 7" 05.0 13'-5' 0'-8' 10'-9' 9'-4" 12'-0' B'-5' 9'-9' B'-7' 10'-4' 8'-5" W-6" 7'-9• 1' 12 1/27 6" Y 100.0 12'-9' 9'-4" +0'-5' 9'-1' 171-8' 8•-4" W-5' W-4' +0'-0' 8'-4' 8'-3' FW-6" 1' 12' 6' 7" 105.0 tY-2' 9'-0' 10'-1' W-9" 11'-3' B'-0" W-2' W-2' W-8' 8'-O" W-W 1' 11 1/2" 6' 7- 110.0 il'-7' 6"-6" 9•-9' 8'-61 10'-11' 7'-10' B'-i0' 7'-11' 9'-3' 7'-10' 7'-9' 1' I1 1/2' 6' 7- 115.0 11'-1' B'-5' 9'-6" 8'-4" 10'-7' 7'-8' 8'-B' 7'-8" 9'-0' 7'-8• 7'-8" 1" 11 1/2' 6' 7- 120.0 10'-8' 8"-1' 9'-3' 8•-2' 70'-3' 7'-5' 8'-5' 7'-6' W-11" Y-S" 7'-5' I. +1' 6' 7' t25.0 10'-2' 7'-9' 9'-0" 7'-+1' 10'-0" 7'-2' 8'-2' 7'-4` W-6" 7'-2' 7'-3' 1' 11' 6' 7- 130.0 9'-f0' 7'-6' 8'-9" 7'-9" 9'-9' 7'-O' 8'-0' 7'-2' 8'-5" 7•-0' 7"-2" 1• 10 1/2' 6' 7'135.0 9•-5• 7'-2' 8"-6' 7'-7' 9•-6' 6'-70' 7'-10• 7'-1' 8'-2" W-10' 7'-0' 1' 10 1/2" 6' 7' 140.0 9'-7' W-11' 8'-4' 7'-5' 9•-1" - 7'-8' 6'-ll' W-0' - W-10' 6'-4" 1• 10 1/2' 6" 7- 145.0 W-10' T-Y 7'-3" W-10' - 7•-6' - 7'-+0' - - - 1' 10' S. 7' 150.0 8'-6' B'-0' 7'-2' 8'-6' - 7'-4' - 7'-9' - - - 1' 10" 8' 7- 155.0 W-3' 7'-10" 7'-0' 8'-3' - 7'-2" - 7'-7' - - - +' 1O' 1. 7- 160, 8'-0' 7'-8" 6'-10' 7-0' 7'-1' 7'-5' 6' 7" 4c NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS '• ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN PRESSURE RATING. 1+`�p,••'•Cj•• '•.r✓ FLORIDA BUILDING CODE(Non FGgh Velocity$urtirnne Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH `�� f 02M rn1Eco INC. triWr<Or. 3/8'4 KWIK BOLT 3 ANCHOR OR 5/16"o TAPCON XL ANCHOR. INTO � NO.4416 Nautilus EG POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR RolliagShuHOzSgslom cs/zc/n WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION_ VALID FOR �"p. TIL E C O tae. DATE WALL MOUNTED. TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. �Ot •�`�� 711117 TE5TINC t ENWNEERING COYPM1Nr EXPERT SHUTTER SERVICES INC. _ �''• (� 4(F 1 •^•.u.xv,N_m.sa..wc•-w u+rsm n mi" 1626 S.W.MINGRE STREET 17-244 1 PORT sr.I.UCE FE u96a 3. MAXIMUM STAT SPANS FOR INTERMEDIATE LOADS MAY BE �Fp 1 .-moa:tatcaoeol.com [xe +wnotG NO DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. 4S/ •� GJ� 1+` ES 6719 tew 7a7'S°'6 " oral 071 C90 IXTER A 1"11.P.E. �'� °�"" ', P.E.' I � ATE iLORM Lia 1 u167 m n-m, SNRT i6 OT z8 MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W!316'0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX. • SLAT SPAN RANGE DEM PRMSURERATW 0'-4't > 4'-5't > 5'-6't > 6'-7't >7'-9't > 9'-12't > 12•-15 t > 16'-20•t wm CP S 30A 9' 9" 9' 9" 9" 9' S. 9' >311-40 9' 9' 9' 9' 9" 9" 9" e' >41-60 9' 9' 9' 9' 9' 9" 7' 5 5/B" >61-60 9' 9' 9' 9' 9' 8' 5 5/8' 5 5/8' SLAT t C1QIE: >811-10S9' 9' 9' 9' 9" 6 1/2" S 5/8' _ �SPAN� MAX. SLAT SPAN FOR A WEN A.S.D. DESIGN >106-120 9' 9' 9" 9" e' 6' - - �� PRESSURE RATING SHALL >121-140 9' 9' 9' 8' 7' 6' - - NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT >141-160 9' 9' 9' T 7' - - - SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. MAX.ASIL SLAT SPAN RANGE DESW RAMKG 0'-4't >4'-5't >5'-6't > 6'-7't > 7'-9't >9'-1T t > 12'-16't > IW-20't CE 6mc S 30.0 9' 9' 9" 9' 9" 9' 9' >31-40 9" 9" 9' 9' 9" 9' S. - >tt-60 9' 9' 9" 9' 9' 9' 7 1/2- >61--W 9' 9" >at-t05 9' 9" 9" >106-120 9' S. - >121-140 9' 9' 9' 7- >141-160 9' 9' 8' 6' Lid BUILD-OUT MOUNT � - SLAT SPAN RANGE DESM P 0'-4't >4'—S't > 5'-6't > 6'-7't >7'-9't >9'-i2't > 12'-i6't > IW-20't RAIM E E© E E E EO E© OE © © ® E E s 30.0 9" 9' 9' 9' 9' 9' 9' 9' 9" 9' 9' 9" 9' S. 9" 9' 9' 9' 9" 9' 7 3/4 7' 7' 5 5/8 >31-40 9' 9' 9' 9' 9' 9" 9' 9' 9' 9' 9' 9' 9' S. 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/W' >61-60 9' 9" 9' 9" S. 9' 9' 9" 9' 9' 9' 9" 9' 9' 7" 5 5/8 5 5/8' 5 5/8 5 5/8' 5 5/8 - - >et-t03 9" 9' 9' 9' 9" 9' 9' 4' 9" e" 8' 6 1/2 6 3/4' 6 3/4' 5 5/8 5 5/8 5 5/8 5 5/8 - - - - >106-120 9" 9' 9' 9' 9" 9" 9" 9" a' 8' 8- 6 1/2'. 6" 6" 5 5/B 5 5/8'.5 5/8 - - - - - - - >121-140 v 9- 9" 9' 9" 7 1/2 8' 8 6 1/2 B" 8" 6' 5 5/8' 5 5/8" 5 5/8 - - - - - >141-160 9' 9' 9' 1 8' I B" 1 6" 1 7" 1 7' 15 5/816 31el 6 3/4"I5 5 8 5 5/8' S,5/8:.•_,- - - - '11PO l/ - \\ ,r "'•,"�' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane) 02017 SLTECO IM [PAWN UP *. .44 rs Nautilus _._/. RollfngShOtterSyalora oe/2s/n —st _IILIE C 01HC. am TTESIINO&ENGINEERINO CONP�FIT EXPERT SHUTTER SERVICES INC. RMT O,C /�� \\ as wca.nems a aus 1626 S.W.B&TNWRE STREET 17-244 ma.,L�mlm,-,am.r� Cao�yn,-,v, PORI 49 -- m)a �w n HID \\\ e-mail:tEt02712lwm tie(acral 7�9-sa•a.n.::b771 911-oala DRAW81a w Z a V •••�� 1, EB.1:119 we eoo�nuu+� wFLOR A iaAIT 44 P.E. Pii !! DATE FTARIOA L' /4x167 a/un SNttT 16 of 2a MAX.ANCHOR'S SPACING SCHEDULE Vb 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 Aso SLAT SPAN RANGE Dam PRESSURE RAM 0'-4't > 4'-5't > 5'-6't > 6'-7't >7,-9't >9'-12't > 12'-16't > 16'-20't RA,vGE(0.0 S:30.0 g' g• 8- 8' 8' 8' 71/2- 51/2- >31-40 1/2'>31-40 8' 8' 8' e' B. 6- 4' >41-60 S. 8" S. 6- 4" 3 3/4" t NOTE >61-60 g' B. 8" 8' 7" 4 1/2' 3 3/4' - SLAT MAX. SLAT SPAN FOR A >61-105 g' 8' 8' 6 1/2" S' 3 3/4' 3 3/4' - f—SP1--1 GIVEN A.S.D. DESIGN LOAD >106-120 El' e" 5 1/2" 4 1/2' 3 3/4" - _ SHALL EXCEEDEO MAX [o] SLAT SPPANAN INDICATTED ON >121-140 8' 7 1/2' 6" 4 1/2" 4" 3 3/4" - SLAT PERFORMANCE CHART >14t-160 g" 6` 5" t' 4' ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT mAjam Asa. SLAT SPAN RANGE DESQi F1ATMR0'-4't > 4'-5't >5'-6't >6'-T t >7'-9't >9'-i 7 t > 12'-16't > 16'-20't Ramo RAYGE(¢s0 S30.0 6' 6" 6' 6" 6' 6' 6` 5 1/2- >31-40 6' 6" 6" 6' 6' 6" 5 1/2' 4 1/2" >41-60 6" 6" 6- 6" 6" 5 1/2' 4' 4" >91-80 6` 6" 6' 6' 6' 4' 4' - >6t-105 6" 6" 6" 6' 4.3/4' 3 3/4" 3 3/4" >106-120 6" 6" 6" 5' 4' 3 3/4` - - >12t-140 6- 6' S 3/4' 4' 3 3/4' 3 3/4" - - >141-160 6- 6' S' 1 3 3/4' 3 3/4' BUILDOUT MOUNT Asa SLAT SPAN RANGE cam 0'-4't >4'-5't I >5'-6't > 6'-7't > 7'-9't > 9'-12't > 11'-16't > 16'-20't PRES411E Rti1KUM A E E E E E ® E E E @ J"E © E E® s 30.0 6" 6' 6' 6" 6- 6" 6` 6" 6' 6" 6' 6' 6" 6' 6" 6" S t/2' 4 1/2' 4" 4- 3 3/4' >31-40 6' " 6- 6' 6. 6' 6` 6' 6" 6' 6' 6' 6' 6" 6' 6" 6" 4' 3 3/4' 3 3/4" 3 3/4" 3 3/4" >41-60 6- 6" 6• 6" 6' 6' 6- 6" 6' ` 6" 6" 6- 6" 6" 4' 4" 3 3/4' 3 3/4'>61-PA 6' 6" 6- 6- 6- 6- 6' 6- S 1/2 6" 6" 5" 5" 5" 4` 3 3/4" 3 3/4' 3 3/4' -6' ' ` 6" 6" 6' 6' S 3/4 4 1/2 4 1/2" 3 3/4 3 3/4' 3 3/4" 3 3/4' 3 3/4' 3 3/4">106-120 6" 6' 6' 6' 6- S 1/2 5 3/4" 5 3/4 4 t/2 4 1/2 4 1/2' 3 3/4 3 3/4" 3 3/4' 3 3/4" -S' S' 4- 4 3/4" 4 3/4 3 3/4 4 1 2 4 1 2 3 3/4 3 3/4' 3,,3/A: - - - - - >141-160 6" 6' S" 14 112"14 1/2-13 3/4 4" 4' 4" 1 4' 1 - 3 3/{r - - 11 � Q ,,,••�C�S'••, �/ FLORIDA BUILDING CODE(Kon High YeladtyHurricane Zane) * 4¢167 °`°"TETECO`.� Nautilus ` " RoLudgr5h0tterSgslem CO/24/17 /T EC aE -'P(n'=! � l Q �•' TILLM TESTING g ENGINEERUIG COYP.NT EXPERT SHUTTER SERVICES INC. nA p 1 =..x a�.=.—�.2 y� 1626 S.W.BILTUORE STREET 17-244 +s/ ...., 11 Prer:(mIa»_rs1C. :tr,79n-1yI PORT ST.LUT7E.FL 34984 ANAL Eq}6� ;11' ®�uuaso7ais wm PxOa (goo)ug-9 .rm.lnzl 811-090 DRAWNG No 1 XTER A.TCN Jr_PT- /--d RE/DATE TtnRCA Lk-/u167 m Ir9„ s1utT 17 OF 26 MAX-ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W/5116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RAT[NG&SLAT SPAN RANGE t WALL MOUNT I SLAT SPAN RANGE DESIGN PRESSURE PATING 0'-4't > 4'-5't >5'-6't >6'-7't > 7'-9'T > 9'-12't > 12'-16't > 16'-20't RANCE(pid.) s 30.0 e" 8' 8' B' B" 8' 6" 4 1/2- >31-40 /2">31-40 8' 8' 8' 8' 8' 7' 4 1/2' - >41-60 8' 8' 8. B' 41/2- - - t NOTE: >61-E0 B• B• 7 1/2- 7' 5 1/2' - - - ,_SLAT MAX. SLAT SPAN FOR A >81-105 8' e' 7 1/27 S' 4' - - - ' SPAN-1 GIVEN A.S.D. DESIGN >t0s-tz0 8" 7 1/2" fi" 4' - - - - PRESSURENEVEREXCEED RATING MAX.SHALLHSIAT >121-140 8" 6' 5' - - SPAN INDICATED ON SLAT >141-160 7" 5" 4' — — — — — PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT 1mAXXAs SLAT SPAN RANGE DESIGN PRESSMMRMING 0'-4't > 4'-5't >5'-6't > 6'-7't > 7'-9't >9'—tY t > 12'-16't > 16'-20't RANGE(P.s.t.) s 30.0 6' S. 6' 6' 6' 6' 6- >31-40 6" 5" 6' 6' 6" 6' 4 1/2- >41-60 6' 6' 6" 6' B. 4 1/2" - >61-80 6' 6' 6' 6" 5" 4 1/2" - - 281-105 6" 6" 6" 4 1/2" 4 1/2 - - >tC6-120 6' S. 5 1/2" 4" 4 1/2" - >121-140 6' S" 4 1/2" 3 3/4' - - >141-160 6" 5' 4' - BUILD-OUT MOUNT UAY_ SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6't >6'-7't >7'-9't � >9'-12't > 12'-16't > 16'-20't RANGE(mow 1•) E E rE E E r33/4' E E E V E E E E E C 30.0 6' fi" 6" 6' 6' 6' 6' 6' 6' 6' 6' 6' 6" 6' 6' S 1/2' 4' 4 1/2' - ->31-40 6' 6' 6" 6' 6" 6' 6" 6" 6" 6' 6" 6' 6' 5 1/2' 5' 4' - 4>4t-6o 6' 6' 6' 6' 6- 5 1/2' 5 1/2" 6" 6" 6' 6" 5 1/2' 4 1/2 - - - - 3 3/4'>st-eo 6' 6" 6' 6' 5 1/2 5 1/2 5 1/2' 4 1/2 5" 4" 4" 4" - - - - - 3 3/4'>81-105 6' 6' 6' 6" 5 1/2 5 1/2' 5 1/2" 4 1/2 3 3/4' - - - - - - - - ->1as-120 6" 6' 6' 5 1/2-14 1/2 4 1/2-14 1/2 3 3/4' - - - - - - - - - - - - - - >tzt-too6' 6' S 1/2 4' 4" 3 3 4 3 3 4' - - - - - - - - - - - - - - - - >141-160 1 5' 5" 4' - - - - - - - - - - - - - - - - - - \11'' "•.;`/J`-; FLORIDA BUILDING CODE(Non High Velocity Hunric°ne Zone)" NO. F': - °2°"ta""�r. Nautilus lLc 41s, IL EC O IN°. Rolling Shtrtfersystom CB/24/17 AO : tuEXPERT SHUTTER SERVICES INC. ° TtT TEmNo a ENG NEERMG COMPANY kft / ms n..:cw a.w.306,v7+cu wove n n:m 1626 S.N.MTNORE STREET 17-244 Q' \ ww:(m)a71-.SSo.r4.:taat71-un PORE ST.LUCIF-tL 34984 No 6�s P '• • 11\ ®-ODa6719 C4+L(800)749-9036.rR-(7701 671-0990 V WALTER A.TRUT Jr.P.E. �."' ��' mav+e. uxc " rLOMDA lie.1 44167 oa isa. v. SNEET 18 aT 2G SCHEDULE VC: Vx FORCES(LbIFT)&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. 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 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 >61-80 10 160 1 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 1 711 315 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 — — — — >141-160 781 320 1186 400 1322 1 480 1 1873 560 1 1740 640 1 — — — — — — r—SPASLATN-1 I-- *NOTE. SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIMED TO SU?PORT WAND Vy FORCES N POUNDS PER I=FOOT OFSHUTTER HEIGHT AT BOTH JAMBS. SEETHISSHEET FORVW/y VALUES. Vy SIDE RAIL VX - Vy FLORIDA BUILDING CODE(Non High Velocity Hunicane Zone) No. 02017 TILTE00 NC �+ *. * * Nautilus Lr - Nautilus GS/24117IIL E C O INC. EXPERT SHUTTER SERVICES INC. DATE TILLIT TESTING R ENGINEERING COMPANY M�. , n sues 1626 S.w.ELTUORE SIREET 17-244 Z 0.Q •(Q� ,1 cwa:noa#n-.sx. CM—>.-w. PORT ST' LUCIE.FL 34985 EB-0006719<� P SG(800)749-9056.FM-(M)671-MO DRAWING NO +^ 1 WALTER A.T611T b.P.E. P.E. SEA!(SILt(�tfd(t�DATE �a UNIT B-167 sxciT 19 or 26 SLAT PERFORMANCE CHART IbI & ICL:(ONLY VALID FOR 12"SLIP) SLAT PERFORMANCE CHART Iib l & )<)IC)l:(ONLY VALID FOR 9f4'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.s.D,SLAT SLIP 1/8"AND FORAGIVEN M/UnMUM AS0.DESIGN PRESSURE RATING(paf)ANO SHUTTER MOUNTCONDRION FOR FORA GIVEN AWWWASD.DESIGN PRESSURE RATING Ux"AND SHUTTER MOUNT COMMON FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W1 2"W STUDS, INSTALLATIONS WO,STORM BARS PER DETAIL2 BELOW INSTALLATIONS WOO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART IbL USIE/ CHART 101 CHART IIA/b1 CHART JjCT 4 K Lam v" USE YAWN Iwx BENE!1 MIME No 1GAsa.ra4) Bg 14 MN WM(t7e0N POOK NO K=K Asa Lao W"' Um SLAT SPAR W T To am 5cmAmWXM To Asa 1L4I.(H) L•(K BACK OF SEAT 916'@ TAPCON XL ANCHOR MLN,SGT t LOAD VALUE ASDSHWO TAPCONXL ANCHOR MIN.SLAT t WAD VA A.= WOOD GRADE 06LON WALL WTD--a aAr-11 W 0 STORM BARS SPAN SPAN MTfRO 1LOtMr "5R s*=-=Nr WIND 2oNts Leo ZONE VAX.SLAT SPAN RMUf6:D UIN.SEPARATION TOMASS NAfuAAA REt1UBtED MAX.SLAT SPAN 'LM(N.• REQUIRED W WARATWH TO 00mm w= a 1-3 4 •L)ux'(e) (N) ItEstlBD ro BACK OF SLAT Com) IASA 'LMAx•(e) (TO IFSULID ro BAYa(of SEAT(m) SOMiERII FWE d2(G=0.55) 60. 4'-s• 4'-5* P 11urta-DRi nAtaV1190 r W D STOW BARS ♦� IOU meq/ i�w°A' �"'-� W/o STORM BARS OOUGIAS-RR-SOUTH(G-0.46) 60 4'-5- 4'-5• O.-D. LIZ ZoN 4 WIND ZONES WIND 20 tee) NRo vN tsL>w�Occ�a Na Lset ° WIND,:� w4 RULE P¢te ElR-SBN(G�J6 60 4'-5' 4'-5' IAfIse Nmsu(=N=& 30.0• 10'-O' 1 10'-0- t0'-0' W-1' 1- 8 1/2' 30.0• W-3' W-3' 5-3- 7'-7' 1. 8 1/6' 35D•- 10'-0' 10'-0' 10'-0 7'-9' 1' 8 i/2' 35.0- 7-9' Y-9" 7'-9' 7'-3- 1' B 1/6' 40.0- 10'-0- 10'-0' 10'-0' T-5' i' 8 1 2• 40.0 7'-7' Y-7' •7'-7' 7'-0' I• B 1/5- 45.0- /6' 45.0--- 10'-0' 10'1 10'-D' T-2' 1' 8 i 45.0••' 7'-4' 7'-4' V-C 6'-9' I- B 1 6' > YR 50.0••• 10'-0' 10'-0' 10'-D' 7'-0- V 8 1 ' 50.0�" 7'-3' 7'-3- 7'-3' 6'-6' �/ SSA•-- t0'-0' 10'-O- f0'-0- 6'-9- V 8 1 - 33.0--- 7'-3' 7--3' 7'-3" 6'-4' 1• 8 1 - W.0••� 10'-0' 10'-0' 10'-0' 6'-9• i' H 1 60.0"� T•-3' 7'-3' T-3' 6'-2' 1' - :il SLAT PERFORMANCECHARTIV SLAT PERFORMANCE CHART IIII:(ONLYVALIDFOR 1B'SUP) :(LESS THAN 1f8'SLIP) I ,\ sA i i �: _ FORAGNEN MA VUMASO.OESIGN PRESSURE RATING(P."AND SHUTTER MOUNTCONDRION FOR FORAGNENASD,DESIGN I=(p.}O,SHUTTERMOUNTCONO(TION INCLUDING ;j ,V INSTALLATIONS INTO STORM BARS PERDETAIL2 BELOW ANCHORTYPEAN'O FOROiSTALtATIONSYJ/O STORM BARS PER DETAIL2 BELOW II f f 'z', IIB"T/ !I. 3 1 SLAT SPAN DEFINITION CHART IIIbI nrbL CHART IIICl Sfi6•m TAPCON XL ANCHOR ' USE WALL wm 1#Km POSIAE MO NMKIK Aha LawAS POS USEMAX6elfL I1fRE D. i -ave G: USE VAXI L VALLE�fYI�L POSTIM USE MA�DM -XL"Ir_:' Law VALUE AND L EGKM A.S.D.LOW ASD.LOAD VALUE 916'0 TAPCON XL ANCHOR MIN.SLAT SPAN WX SLAT WL SLAT mmtm MAIC SGT SPAN •LU• SPAN SPAN TO QwS WDOU lLa TO e^x !1 �a 'Lye(,•(FT) (it) �TO SLAT CL') DESIGN 'Lwe(FT) tim.'(FT) 011(w sa o) WLL mmm)BLaO- mw )f auW 0 BA = a-a ""-'*�"m STORM RS Sana-aria W/0 STORM BMS YR (W 2;4'YAOD SmM..EACH SCE,EE1 (") LoudwO'D 20NE' WIND ZONE m A • 1� "V 0a°NE DETAIL 1(ELEVATION) (SD:N7MA) (SEX Pon A) (gc NORae) s 1� s 300• T-6 7'-6' 7'-6' W-7- 1. B 1 ' 30.0• W 6' 35.0-- V-27 7•-2' 7'-2' V-4" 1• B 1/6- 35.0- 6'-S 40.0- 6'-9' W-9' 6'-9- W-i' t' B 1/8- 40.0-- V'1. A NOTES; 45-0- W-8' 6'-8' 6'-8' 5-11' 1. 6 t/8' 45.0-•• S-l0' 0•-0' 1' S' SOD•-- W-5" 6'-5" 6-5- 5'-9' 1' 8 1167 ,0--- V-9' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0--- 6'-3' E'-3' 6'-3' S'-7' 1' 8 1/5' SSA--- W'5 ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 60.0--- 6'-1' 6'-1' 6'-t" 5'-5' 1' 6 1/6' 60.0-n W-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yrr MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF -VALID FCR DMJGLk%-RR-SOUR{(G=0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF VIALL AT EITHER �-- SOUHRN ME 62(G-0M) SIDE OF OPENING SKA1.BE 33". SCAT SIR=Flr'E-f1R-STRL(G'036) 1 } ,+ i t SPIN •-VA1D FOR DOUQAS-FTR-S0UIH(G=0,46) 4 i ISOIJIFEidI WE 12(,.(..5. II I f SOUTHM "�.. 1 ( ' SLAT SPAN DNITION SOY1O FCR EFI / s rTaliw ei vo4�vl ao: 7 .,.••'"-•••., _ FLORIDA BUILDING CODE(Non Hlgh Velocity Hurticane Zone) 1W-6'roR auw an : ozO1r Tn Beo mr Ar • cRAN4 Dr r i 3mw` ++ m INSTALLATION INTO WOOD FRAME STRUCTURES ;,• No.4416T Nautilus Jtvftfng Sy5ftm CS/24/17 EXPERT SHUTTER SERVICES INC. $ . /: �� s N:s°�EnN��c rte•Nc m7o nP 1626 SW.MTUORE STREET PLYAOCD aw /E Poor sr.LunE FL 3.9es 17-24t Y!! (2)2'A6'WOOD STUDS D,,P'••,,,•QR�.,•� ,\V e m-®�000b 9Lcem roAawe ne (m'.EADI SDE BD=)t :�.4�....'�... N wAL1ER a rear P.E. �teao)S/s-oeza.ru:Or21 en-ovvo DETAIL 2(ELEVATION) :e.E.$Eel/SIGNATURE/DATE RaMA L�f-167m �� `� SNS 20 OF 2a MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"X6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) 1IAM" SW SPAT RMIGE .."� SLAT SPAN RANGE WOOD GRADE WOOD GRADERAUTINO dma•>4m5` >5m6`>5mY'>Ym9`>gmto' tv t) d-$to d-5 s 30.0 6" 5 30.LOC. 6" 6' 6" 6' 6" SOUTHERN PINE#2 40 6" SOUTHERN P114E #2 406. 6' 6" 6. 4 3/4"(G=0.55) 50 6" (G=0.55) 50 6" 6" 6" 4 3/4" 3 1/2" 60 6" 60 6" 5 3/4" 5 1/4' 3 3/4" 3'DOUGLAS-FIR-SOUTH s 30.0 s' COUGIAS-FlR-SOUTH s 30. s" s" s"(G=0.46) 40 6" (G=0.46) 40 6" 6" S 1/4' 5 1/4" 4 1/4SPRUCE PAVE-RR-SQUiH s 30,0 6" SP PIN'-�-SOS s 30. 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 SHEET 20) UWAM SLAT SPAN RANGE WOOD GRADE d-+` >,V-6` >,T-4" >5-7' >7'-T" >sr-10," pJam pm (cam IIOIRIT t ItOUt?• =11-4/0YON7f- =I/ElIIOIIHT N 110{RiT• I[QM('•E IIOIR([• YON?- tglNT'-AQ YOIM'-I Q S 30.0 6" 6' 6" 6" 6' 6" 6" 6' 6" r. 6- 6" SOUTHERN PINE#2 40 6' 6' 6" S. 6" 6" 6' 6' 6' 6" 5 1/4" 5 1/4" 50 6' 6" 6' 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4" 4' 60 6" 6" 6- 6" a 6' 5 3/4" 5 3/4" 4" 4" 3" 3' DOUGLAS-FIR-SOUTH s 30.0 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" 4 1/2' 4 1/2" SPRUCE PAVE-FlR-SOUTH s 30.0 6" 6' 6' 6' 6' s' 6" 6" 6" 6' S 1/4' g" G=0.36 cit A.7/(V MAX. SPAN FOR SLAT FOR A \\\\ '�� C SF- - FLORIDA BUILDING CODE(Non High vdod(y mcone Zone) GIVENSHALL A.S.D. DESIGN LOAD Rb.44167 ° czot7 T 7EC0 we Nautiluts G SHALL p{�@ EXCEED MAX. Lc- SLAT SLAT SPAN INDICATED ON *= * /� SCAT PERFORMANCE CHARTS ';�F"'; � —11LIE C O RoaWgShniterSystim MV14117 IXe. ouE ON 20 SHEET. ?O� \\ TIUAT TEST NO Q ENGINEERING CON?Aln EXPERT SHUTTER SERVICES INC. —w n.—ms vesva uzma n avers 1626 FL 34904 S.Vt.B3.TNORE 5= 1 7-244 1 nw (meiert-.vo,m i(maAv1-ua L G,*.1?11 a-ma ESE7t000670LUCIF acicem ST.RIOhG(I!<01 74D-9C•G 'AC(7»t E71-0790 DRAWING Nn 4[� WALTER A.Tl(lT Jr.P.E. P.E.S RE/DATE rta:acA L'<.!44167 an.sm. 6Nur 2t oT z6 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) AS.o STORM BAR SPACING (FT) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' sr 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" Y!/ 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 11'-0" 11'-0" 1 11'-0" 1 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 11'-0" 11'-0° 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" ill-01. 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * W/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 11'-0" 11'-0" 11'-0" i l'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" * - 65.0 11'-0" 11'-0" 11'-0" i t'-0" 11`-0" 11'-0" 11'-0" 11'-0" 11'-0" * - 70.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * 11'-0" * - 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" 85.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - 95.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - 100.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - - 120.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - - 125.0 11'-0" 11'-0" 11'-0" 10'-10" - - - - - - 130.0 11'-0" 11'-0" 11'-0" - - - - - - - 135.0 11'-0" 11'-0" 11'-0" - - - - - - - 140.0 11'-0" 11'-0" 11'-0" - - - - - - - 145.0 11'-0" 11'-0" 10'-11" - - - - - - - 150.0 11'-0" 11'-0" - - - - - - - - 155.0 11'-0" i l'-0" - - - - - - - - 160.0 11'-0" 1 11'-0" - - - - - - - - ** MEASURED IN BETWEEN CENTER ONES OF STORM BARS IN 1 ; �•, •~''`, FLORIDA BURRING CODE(Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. �� r k 02017 T1TECO acORAWK ac K0.4416U,. Nautilus ` `* IL ECO,,,. RoUingSSaaerS�srem CZ/24/17DATE EXPERT SHUTTER SERVICES INC. DATE TILIJT TESIIKG d EKGNEERNG COUP�M' 0� .• �/1\ n15a x.a 7em.a s sa,WKt e�cu¢us,n vtc 1626 S.W.E4TNORE STREET 17-244 mw:T>osxn-wo,Eo.:peHTl-Iv: PORT_ •' .......... `' �� --a:E7W.C.l.- `�T•LUCIE.R J19E1 �,�H. ►C • 111 En-0046719 lam)Tag-4 .fiL•(T1])e7,-Mo WALTER A.TT L- RO .Y.P.E. P.E.'?r•�I•LS f DATE nGRmn Le./44167 MET 22 OEW 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 SS(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(P.s.f.),&STORM BAR SPACING (ft) SECTION S7-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(P.s.f.),&STORM BAR SPACING (ft) STORM BAR SPACING'V"(FT) Den" STORM BAR SPACING'a"(FT) 0Z 2' 2667' 3' 3.5' 4` 4 5' 5' 5,5' 8' 6.667' lu 2' 2.667' 3' 3.5' 4' 4.5' S 5.5' 6' 6.667' 30.0 AB.C.D A.B.0,13 A,B.C,O AB,C.D A&C4 AB.C,D 0.8CD C D B.C.D 0.B.C,D 30.0 B, D ABC AB C,O BCD ABC BCD A.B,C D ABC A,8,C A.B.0 354 AB,C,D 0.BCD ABC,D AB.CD A,B.C,D 0.&CO BCD ABCO ,C,O BCD 35A BCD BCD B D BCD AB-CD ABC ABC BC B A 404 AB 0.B C,D B.0 D AB C,0 AB D AB.C,O A.B.0,D 0.B C BCD 0.BCD 40,0 AB D A.8,CD AB C D AB,C D A&C ABA 0.8 C A A A 454 &C,0 0.B C,D AB,C.O AB C D A.B.C.O AB.C.D B.C,O AB C,D AB,C D AIDIC 45.0 A.B.C.D AB.FD AB.C.O ABC A.B.0 0.&C A A A A 500 AR.CA AB,C,O A&C.D 0.B.C,D A&CA AB.C,D 0.B.C,D A9.C,D A,B,C.D A.B.0 50,0 @ C.D B ",CD B,C ABC A A A A A STA AB,C,D AB,C.O AB.C,D A,B.C.D 0.B,C.D A& D A.B.0IO AB C,D A&C 0. C 53,0 . @ C,D C A.8,C AB.0 A A A A A A W4 AB.C.D AB,C,O 0.&C,D AB,C,D A.B,CA AB.C.D AB.C.D AB.0 ABC AB.0 00.0 A&C,0 AB A.BC 0.8 A A A A A A 050 BCD A B D AB C.D & 8 C.0 0.B.C,D B,C A. C A.B.0 fl 03.0 &CA ABC A.B.0 A A A A A A A 700 AB D @CD BCD B• D 0. CO BC BC BC S A 70.0 AB.C.D A.B.0 0.B A A A A A A 750 B.C.D AB C,0 8 C,D BCD AB D A,8,C B C B A A 7&0 AB.C,D C A A A A A A W4 AB.C.D AB.C,D AB C.D AB.C,O A.B.0 A&C A.B.0 A A A 00.0 B C 0.B A A A A A - MO A.8,CM A.B.0 D AB C.D BCD B.0 A.B.0 0.B A A A 0&0 B C A A A A A A Q0.0 AB.C.D A.840 A.B.C.D A.B.0 A.B.0 0.B.0 A A A A Q0.0 B.0 A A A A A 050 0.B.C.D 0.B.C,0 AB.C,D 0.B.0 A.B.0 AB A A A A 0&O A.B.0 A A A A A 5004 AB.C,O A.B.0,D 0.BCD AB.0 AH.0 A A A A A 100.0 AB.0 0. A A A 10" AB,C,D A.B.C.D ABC C AB A A A A A 163,0 AB A A A A 1t= AB.C,D BCD ABC C A A A A A A 1100 A A A A 1150 AB.CA I A,8,CO ABC AeC A A A A A A 1130 A A A A 1204 AB.C.D A.B.0 A.B.0 0.B A A A A A A 12U A A A A 1250 AB.CO ABC A.B.0 A A A A A A A 123.0 A A A - - - - - - - 1304 0.B.C,D PB,C B.0 A A A A A A A 130.0 A A A - 135A A&C0 ABC AB,C A A A A A A - 1350 A A A - 140 &CO AB B.0 A A A A A A A - 1400 A A A 4 0. - - - - - - 1430 ABA.D AB,C AB A A A A A A - 1450 A A A - - tSO.O AB.C.D A,B.0 A A A A A A - - 130.0 A 0. - - - - - - 1550 AB,C A,B A A A A A A - - 133.0 A A - 1600 AB,C B A A A A A - - - 100.0 I A A ANCHORS TYPE LEGEND A 3/8-o CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5' Min.THICK POURED CONCRETE(f'c = 3000 psi) B 3/8'oxi 1/4' POWERS CALK-IN ANCHORS W/ 1 1/44 Min. EMBEDMENT*TO POURED CONCRETE(f c =3000 psi)& 318�a-16 MACHINE SCREWS C 1/4-ox3/4'ALL POINTS SOUD-SET ANCHORS W/7/8-Min. EMBEDMENT*TO A'T/ 1., POURED CONCRETE (f'c = 3000 psi) & t/4'o-20, t8-8 STAINLESS STEEL MACHINE Q fs FLORIDA BUILDING CODE(Non High Velocity Hurri<one Zane) SCREWS ;*; 4416.' 't 01017 TVEDD 0uc • eTrA m D 5/16'o Rw/BUILDEX TAPCON ANCHORS W/ .9.; __ alZtllus ECO RoHtagShattarSyslem 0s/z4/n 2 1/4'Min. EMBWMENT*70 POURED 1L E C 0 nm o cDNCRETE(fc = 2899 psi) `, EXPERT SHUTTER SERVICES INC. 1� Ttr1iT TESTING h ENCWEERING COYP�t1Y a N .�: tL44 11 vxN wax a vlrn S626POR ST. UM FE STREET 17-244 1 wwr.amTcz.bIt ra:Pm7er+-ml PORI S<LUCiE,FL.74984 * EMBEDMENT IS BEYOND ANY FLOOR/CEILING FINISH /� AL 6�1 11 a -0��y1°y°"" 617E Roo)744-0056.fAh tm)aT1 m50 "'�1e '4 1 WAOM A TLU7r P.E. acr ar,r P.E.SEAL S( RE/DATE ROMA Uc/44:r.167 . sear v OF26 a SCHEDULE 1a SCHEDULE 2a 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 MAX.MULLION SPACING(ft) DESIGN PRESSURE RATING(P.S.F.),&A MAX.MULLION SPACING(FT)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(M wx �+ MA)MAt ©4-xS-xi/4"PAUWON G1 4-4-014"MULLION O45175014'THICK PWFLANGE)1AU11ION 1 ©4'x6'x14"MULL10N Gt 4'%B frMULLION G2 4)ff'AI •THICK SPAC14 P� 6PACM O FLA14M MULLION �) (�• c10�YTAT2)N it (=) oRIIiTA710V R2 D ORIENTAnoN 1 (_) ORIENTAm 12(p) cmenAt91Y/t (4ORfEN'FA7=}2(�) 0-0 CROffAWN F1 ORIFXIA710N#2( ORIEMAT,ON 1 OREMA710N n((f) E40 LYIEmIt EVO Mfmm DID 66ERAR mo [NIMOR FAD END I 0RER10R END I 01111OR END 04MIOR 04D INIEFMR IIID INTMOR END 24ERM 30.0 20'-0' 7'-10' 9'-6' 7'-Y 12'-O` 91-4` 10'-7' 6'-0' 121-6' 9'-81 7'-6` 1 1Y-8' 300 20'-0' Y-10' 9'-8' 7'-3" 121-0' 9'-F- 10-T 67-0' 12'-6' 7--8' 12'-8' 350 1 20•-0' r-4 9'-3' 6'-8' 11'-5' W-8` 10`-0' 7'-7' 12'-6' 8'-11' 6'-11` Ir-6' 93.0 2D"-0' r-4• 9'-r 6'-9' 11'-5' 6'-6' 10'-0' Y-7' 12'-6• 8'-11' Ir-r 40.0 201-0` 6'-10' 8'-t0' 6'-4 501-1 t' 8'-1' 9'-7' 71-r 121-6• 81-5' 6'-8' 12"-6' 40A 20'-0' 8'-10' 8'-10• 6'-4• f0'-11' B'-1' 9-7' r1r 12'-6' 6'-8' 12'-6' 45A 20'-0' 8'-8' 8-6' 6'-6' 10'-6' 7-8' 9'-3' S-11" 12'-6• 7'-1111' 6•-2' 12'-6` 4S0 20'-0' 6'-6' B'-6' 6'-8' 10'-6' 7'-6' 9'-3` 6•-11• 12'-8' 6'-2• 1Y-6' 60.0 20'-0' C-2' 6'-2' S-0' 9'-11' r-4 W-11' 6'-7' 12'-6' 7*-4• 5-1i' 12'-6' 600 20'-0' 6'-2• 6'-2' 8'-0' f0'-2' 7'-4' 8'-1111' S-r 12'-6' S'-{t' 12'-6" 660 20'-0' 5-11` 7'-71' 51-91 9•-0• 6'-8' 6'-7- 6'-3' 17-41 61-6' 51-7' 12'-6' 50.0 201-0' 51-11' 7*-11• 5-9' 9'-10' 7'-0' 6'-7' r-10' 12'-4' 5'-7' 12'-6' W-0 79'-5' 51-9' 7'-9" S'-6' 8'-6' 81-4' 8'-6' 61-Y tY-0' 6'-4' S•-6' Ir-6' 60.0 19•-5' S'-9' 7'-9' 5'-6' 9'-8• 6'-10' 6'-6' 4'-6' 12'-0• S'-6' 12'-6' 65.0 18'-4` 1 5-9 7'-9' 1 5'-4' 6•-4' 1 6-4' 6•-4' 1 6•-2 11'-10• 6'-4' S•-6 tY-r 811.0 181-4 5•-9 7--9' 51-4' 9'-7' 6'-10' 81-S' 4'-6' 111`-10• S•-6 12`-6' 70.0 17*-4' 5•-9' r-8' S-4' 8-2` 6'-3" 8'-2• 6'-2' 17'-9' 6'-3' 51-6 12'-6' 700 ir-4` 5'-9' 7-8' S'-4' 9'-8' 6'-10' 8'-4' 711.0 76•-6' ,-9' Y-7' S-4' 8•-0' 6•-r 8'-0' 6'-2' 11'-7' W-3` 5'-6 1Y-5' 711.0 78'-6' S-9' r-7' S-4' 9'-5' 6•-10' 6•-3' 4•-8' 11'-7' S'-6 tY-S' 60.0 15'-9' S'-91 7`-7' S-4" r-10" 6'-r 7•-10' 6'-2' 11'-6' 6'-3' 51-6 IY-4` 600 151-9' 51-9' 7'-7' 5•-4 9'-4' 6'-10' 8'-r 4V-8' 11•-fi S-6 12•-4' 0.5.0 115`-0' S-9" 7'-7' S'-4' 7-9' 6'-37 71-8' 6'-Y 11'-5' 6'-3' S'-6 12'-3 60.0 15-0' S'-9' 7-7' 51-4 9'-3' 61-10' 8'-2' 4'-8' 11'-5' S'-6 12'-3 80.0 14=2 5-10' 7'-7' 51-S' Y-9' 6'-4' r-9' 6'-r 11'-S' 6'-4' S'-7 Ir-3 900 14'-2' 5-10' 7'-7' 5'-5' 9'-3' 8'-11' V-3" 4'-10' 11'-S' 5'-7 12'-3 OSA 13'-5" 5-10' 7-7- 5'-6' -8' 6'-51 r-9" 6'-4 1111'-5" 6'15 S'-6 12'-3 90.0 13-5• S'-t0' Y-7' S-6' 9'-r 6'-11' 6'-3' 41-11' 1111-5' S-8 12'-5 100.0 Ir-r 5-11` 714` 5-7' Y-9' 6'-6` r-9' 6'-F 71'-5' 6'-6' Y-9 12'-3 100.0 12'-9' 5-111 V-7' S-7' 8'-3' 7'-0' 8'-2' 5'-0' 11111-5' S'-9 12'-3 105.0 {Y-21 6'-0' r-7. 1-7' 7'-9' 6'-Y r-9' 6'-5' 11'-S' 6'-7' S'-9 12'13 toso 1Y-2` W.I. 7•-7' 5'-Y 91-31 7'-1' B'-2' S-1' 11'-5' S-9 tY-3 110.0 11'-7- W-W 7,-7' S-8' 7'-9' 6'-8' r-9' 6'-6' 11'-5' 6'-6' 5-10' Ir-3 110.0 11'-7, 8'-0' r-Y 51-W 9'-3' Y-2' 8'-3' T-3' 71'-5" 5-f0' 12•-3 115.0 I W-11 I 6'-1' r-Y 5-9' r-9' 6'-9' r-9' 8'-Y 11•-5' 6'-9' S'-11' t2'-S 115.0 it'-1• 6'-1' r-7' 5'-9` 9'-3' 7'-2' 8'-r 5-4' 1V-S" 5'-11' Ir-} 120.0 10'-6' 6'-1' 7•-6' W.I. r-9' 6'-10• r-9' 6•-7' 11'-S' 6'-10' 6'-0' 12'-3 120.0 10'-8' 6'-1' 7-6' 51-9' 9'-3' 7'-3' 8'-27 5'15' tt'-5' 6,-0" 12'-3 125.0 70'-2' 6'-2` 7-7' 5-10" 7*=10' r-0' T-10' 6•-9' 1T-5' Y-0' 6'-1' tY-3 I 1250 f0'-2' 6`-2' r-7' S'-10' 9'-r 7'-4 6'-r 6'-9' 11'-5' 6'-1' 12'-3 130.0 W-to' 81-3' Y-7' S'-10' Y-9' 7'-0' 7•-91 8'-9' 11'-5' T-0' 6•-1" Ir-3 130.0 9•-10' 6'-3' r-7' S'-10' 9'-3' r-,V 8'-2• 6'-9' 11'-S' 6'-1' f2'-3 136.0 9'-5' 6'-4' Y 7' S•-It• 7,-10' Y-Y V-t0' 6'-10' II'-5' V-2' 6'-2` 12'-} IMSA 9'-5' 8'-4' 7--7' S'-11' 9'-r 7'-W' 6'-3' 6•-10' 11'-5' C-2` 12'-3 140.0 9'-1' fi-4' r-7' 6'-0' r-f0• r-r r-t0' T-11' 11'-5' r-3' 11.17 IT'-3 1400 9•-1' 8'-4' Y-Y 6'-0' 9'-J' 7'-6' 6'-3' W-11' 11•-S' 8'-3' 12'-3 M0 B'-10" 6•-5' 7•-6" 6'-01 Y-9' r-4' Y-9' 6'-t1' 11'-5' r-4' 6'-r 12'-S 1454 8•-10' 6'-5' 7'-6' 6'-0' 9'-3• 7'-6' 8'-2' 6•-11' I1'-5' 6'11' 12•-3 150.0a,-6r 6'-6' 7'-7' 6'-1' r-9' T-5' r-9' 7'-0' 11'-5' r15" 6'-4' 12'-3 130.0 6'-8' 6'-8' 7'-7' 6'-1' 9'-3' 7'1' 8'-2' Y-0' i t'-S' 6'-4' 12'-3 155.0 81-r 6'-6' Y-7" 6'-Y r-9' 7'-6' Y-9' r-1' W-5' 7'-6' 6'-5' 1Y-3 155.0 8'-3' 6'-6' 7•-r 6'-2' 9'-r 7'-a' 8'-2' r-1' 11•-S' C-5' 12'-3 160.0 8'-0' 6'-Y r-6' G--2" r-9' 7'-Y T-9' 7'-2' 11'-S' T-7' 6'-C, tY-3 1D00 8'-0` 6'-7• 7•-6' 6'-2• 9'-r 7•-9' 8•-2' Y-2' 11'-S' 61-6' 12' •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. D MULLION s INTERIOR 1111101ERA s MULLION 111 •uC•''+N ✓ FLORfDA BUILDING CODE(Non Wgh Velocity Hurticone Zone) ••�"5="�- 'S�-�, , /�� : C2017 TILTECO INC NautilusCRAM 0Y: L� MULLION SPACING:"S" - �$ � ��f.1 E- TK' Rolling56Dtt6rSgstem os��n i44f1 •Q 17' T1L1.1T TE4tMG a ENGINEERMO COMPANY EXPERT SHUTTER SERVICES INC. l'' •� /1 =3 NK sw�A a 311*Tmm'A wa e m n ww 1625 S.W.UtTUORE STREET 17-244 tiAL EN6� 11'1 "".:`-a: „" PORT ST.LUCK.FL 34984 lot 1 E4- 019 w -(MO)749-MGG.PSL-(777)m-Ono ORAWMG No •••I%1. WALTER A.TuA JP.P.E. P.E.SEAL/SIGNATURE/DATE M1111A Llc 0 44167 cu Irm1 OUT 24 Or 26 SCHEDULE ib SCHEDULE 2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN(RI FOR END AND INTERIOR MULLIONS FORA GIVEN WALL MOUNTING RAL SPAN(FT)FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(o.s.E),&A 1Z-W MAX-MUWON SPACING 00 - DESIGN PRESSURE RATING(P.S.F.).&A 17.0•MAX.MULLION SPACING(FT) MI MUM MULLION SPAN(FI) MAXIMUM MULLION SPAN(Fr) VAX um A=MAUME ©4S69t1/4'MULLION Gt 4'x8'xlWMUWON ON O4'xTxIWTHICK(M-FLANGC')L(ULU0N [4� UAXUM f ©4-)S-XlWMUWON Gt 4WA11rMULUON G2 4W.%'THCCK PFEMM SPACM p� SPACM (3t�F10.YCr--)A P°Ha ORxmTm it aR00tON Nnz( )t GRtENTAnCN , 0REtIUTlON 12( ) OFMIIAiI014 t CRIINTAWN/z (0-0 �)' OPoENIATION!1 oRODtiATION 2(a aR1ENTATION 1 F-4t DRID(TARON/2(m ORIENTAna`t i2( )T (1++f•) ENO URERIOR I END I O4EFOOR END OrQaOR END 2(TElaOR END END I tYTER10R END I OrQ60R 081 fNTeR10R END Q,IERIOR DID RR00aR DID LVT060R 30.a i2•-0- I1--T 11'-6- 9•-4 tV-6- 121-6- 12-6• 10-T lr-6• 12'-B• 11-5 12'-6' no Ir-O' 9-9 it-Ir 9-9 tr-6- 12'-8• ,r-8• 17-7• Ir-W 11•-3- tr-6- 3&0 IV-01 10•-71 10'-Ii• 9•-21 12•-fi IV-61 t11-11' 101-W tr-6' 12'-61 10•-4' t'-6' 310 12•-4• 9'-2' 10'-11• 9'-2' I2•-6' 12'-6• 11•-11• 10'-0' 12•-6• 10•-4' 12•-8' 4a0 12•-V' 9•-SO' 10'-5• 6'-9• 127-6' IV-87 11'-4• 9•-6• 121-W 11•-10' 9'-7• 12'-8' 40.0 12•-0• B•-6' 10•-51 8'-9• IV-6` 11•-6• 11•-1• 9'-6• Ir-61 9•-7• 1r-6- 4&0 12'-0• 9'-3• ID'-S• B'-4• tY-S' IP-t t• t0'-11• 9--1' Ir-6- 12•-2' 91-W 12'-6• 4R0 12•-0• 6'-4' 10•-t• B'-P 12•-S' 10•-tY 10'-1+' 9•-1' Ir-8• 9•-0• ir-6- 50.o tr-01 8'-91 91-8• B'-1' 121-01 lOr-4• t1Y-7• V-9• 12'-6' 10•-7' 8•-8' 12'-8• WO Ir-O' 6•-i' 9'-8' 6•-1' 1r-o' 10•-4• 10'-7' 8•-9• Ir-6' 6'-6• 12'-6• 65.a tr-0' 8'-41 9'-5• T-to• It•-61 9'-to" 10'-3• B'-61 Ir-6- t -I" 8'-1' 1r-61 5&o tr-01 T-10• 9'-5• 7•-10' 11'-8• V-10' 101-3' 8•-8• +r-6' B•-1• 12•-6' 6a0 12•-4• 8'-0- 91-r 7'-6• 111-4• 4 5- B'-11• B'-3• 12•-6• 9'-7• T-9' 127-6• SOD 1Y-0' 7•-6' 9'-2- 7•-6• 111-4' 9•-S• 9'-+i' 8'-3• 1r-B• T-9• tr-8• mo Ir-VI T-01 6•-111 7'-r' 11•-4• 9'-1• 9'-8• W-O• 1r-6' w-r T-51 12'-6' MO I2'-0• T-2• 6'-ii• r-2• 11'-0•� 9--S• 9'-8' 6'-0' 12'-6• T-5' Ir-6' 70.0 t21-0• 7'-4' 8•-B' W-111 t0'-9• Ir-9` 9'-51 T-10• 1Y-6' B•-11• 7•-2• tr-6• 70.D I2•-O• 8•-11• 8•-8• 6•-1t• 10•-9• 6•-9' 9'-5• T-10' +2•-6• 7*-2• tr-6• 75.0 tY-0• 71-1' B'-6- 6'-87 10'-G tY-5• 8'-3• T-B• 12'-8' V-7' 8•-il' 12•-8• 7" t2'-0• 6'-8' 6•-6• 8'-6' IO'-6• 6'-5- 9•-3' 7'-6• 12•-6• 8-11' 12•-8' 604 ,r-01 6•-11• 6'-C 8'-5' 10'-3• B.'-2' B'-0' 7'-5' Ir-8• 8'-4• 6'-8' lr-v aao Ir-o' 6'-51 E-4' 6•-S• 10'-31 8'-2' 9•-0' 7'-5' 12'-8• fi-W IY-6' 6&0 S2'-0• 8'-8' 8'-2• 6••-.." 9'-9' T-tt• B'-t0' T'-2• 1'-B• B'-1• 6'-6• 12•-6• no it-O• 6'-0• 8'-2' 61-W 10•-1' T-I1• r-+0• T-r ,•-6• w'r tr-61 90.0 12'-0• 6'-6' 8'-0• 6'-t• 9'-2' 7'-8- B•-8' 7'-0• 12•-51 7'-+0• 6'-C 12'-8• ow 12•-0• r-+' B'-0• 8'-t- 9'-it• 7'-8• 8'-8• 7'-4• 12•-5' 6'-4' 127-6' 95,0 I2'-0' 8'-4' T-10- S'-it' 9 7'-W B'-6• g-1D' 12•-I' 7-5• 6'-2' 121-T 9" lY-0' S'-It' T-10' S'-11• 9•-8• T-B• 81-61 6'-+0' 12'-,' 6'-2- 1Y-6- 100.0 12•-01 8•-2• T-8' S'-9- 8'-3' T-0• W-3• 6'-8• 11•-9• T-0' 6'-01 Ir-61 low Ir-O• 5•-9' 7'-8• V-91 9•-7• 7'-4' 8•-V 5•-6• 111-9' 6'-O' 10&0 12•-0' 6'-4• T-7• S-8' T-t0' fi-8• T-10• 6'-8' tt'-6' 6•-8• 5-IO• 12'-4• tow 12'-01 V-8' 7•-7• 8•-8• V-4' T-1- 6'-3' 5•-3• 111-6' I-LO• tY-4' SCHEDULE 1b• (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2W (LIMITED LOAD-MULLION SPACING&SPAN INSTALLATION) FLOORTO CEILING(TRAPPED)MOUNTED MAX.SPAN(N)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN(N)FOR END&INTERIOR MULLIONS FORA GIVEN GIVEN A.S.D.DESIGN PRESSURE(o.6_C).AND FOR 12'.W(CASE D&8'-(`(CASES la&11)MAX.MULLION AS.D.DESIGN PRESSURE RATING(p.e.f.)AND FOR 17-0•(CASE D&V4r(CASE In MAX. SPACING(R)• MULLIONS CINGNN• MAXIMUM MULLION SPAN (F) MAXIMUM MULLION SPAN (m wx G 4)f;zUd THICK Gt 45Cx114'THICK G3 7x7)1(4 THICK qj � G 4)6X114'THICK Gt 4)B'Id14'TH)CK G3 Zkrx114'THIG( P-". HAXNM L6912A1�8 D11M 16331014 MUWON MULLION MULLION lbD4lmal OEM MAUON MULLiON MULLION FIA LONL(OY swoo SI4R!1(Ptsa=1 %PrW 17 010 1PiaR p at�t6Cu+(I aettcAro+It aatrsre:(1 U`� A 4 1 fI f p L1 Form om LI Troll PKINICI (�. #ot (mt (tet (4t of (=)t (mt END (tet m)t �t (4t (mt (�It a))t Dm I 24TERICR Do 0rvwR 9915MR EFA COMOR MUWON END I LKIEmcR ENDWEROR WMOR END KfIRIDR Sao tr-o- - 1r-6- sr-6- IV-61 12'-61 - n-o- = 3D.4 IT-0- - 121-61 Ir-6 /2•-6• IZ-61 0 3&0 12•-4- - lz•-6• 127 6 it-t I' 12'-6• - n-0• 36.0 tr-0• - Ir-6' 12•-8• t1'-lt' 12•-6' - 11'-0• �� _ 40.0 12'-0' - tr-B• 11'-61 ri'-a' 12'-6• - 11'-D- 404 12'-0' - t2'-6' IV-8• 11'-4' lr-6• 4&0 12•-w - 12'-0' 10'-I1• 10•-11' tr-6' 480 tr-0• - Irv' tar-tt• t7-11• 12'-8' GIgC u�t = INTERIOR Sao u'-0' - tr-0' to•-4' fo•-7• t2'-6' - 1t o' y MUWON 5" u'4• - n'-6• 9-to• ta'-3• 127-6• - It'-o' 6L'0 12'-0' - 11'-8- 9'-101 IU-3' 12'-b' - 11'-0' 600 12'-0' 11'-4• 9'-S' B•-11• 12•-6' 1n'-0- 60A 12'-0• - 11•-1• 9•-5- B•-tt' 12•-6' - 11'-0' 603 12' tI`-S• 9'-4• 9'-11' /Y-e• tt'-0' 11-31 9'-1' 9'-tY 12•-6• 30A B'-O• 'r-45' 12'-6' 12•-6• - lt'-0• Sao 8'-O" - 9'-0' 9'-0• 9-0' 9'-O' -12' 12'- 18'-0- 380 B'-0• 1 - 2'-6' 2'-6' 6' -6• - 11'-0" •v. V 354 8•-01 - 8'-0• 91-W 9•-O• 9•-0' 10.0 8'-0' - 9'-0' 9'-0• 9'-0' 9•-0• - 9•-0- 40.0 8•-0' - Iz-6• 127-6• 127-6• 12'-6- - 11'-27 MULLION SPACING:"S" 4&0 6'-o• 9'-0 9-0' 9-a- B-o• 9•-0- 4&0 6-0• - u-6• I V-6- I 27-6- ,z•-6' - n-o- 475ET. 6a4 a-0' - s-0• 9'-01 9-0• 9•-W - s-o' 64.0 6•-0• - +z•-6• tz'-6• a-r Ir-e• - n-4- 6&o a-0• - +27-6• t26• T r e• Ir-s' - n-o• a&o 6'-0• - 9'-0- 9•-0' 9'-0' g-or, - W-0' 6oA a-0• - 1z'-z' 127-z" i 27-27 t2'-z• - u-o' 'MAXIMUM MULLION SPACING SHALL BE SUCH �>r 60o e-0 - 9'-0- 9•-0Sr-0• a-o• - 9'-0• eo6 a-0• tr-0• IY-0' 71-4' -0• II-o• THATMAX.ALLOWABLE SLATSPANFORTHAT 633 B-0• - 9'-0• 9'-0• s-o• t2 - 9-0• Sao T-W B'-0' 9-O• 9'-0' 9'-0' 9'-0' DESIGN LOAD SHALL NOT BE EXCEEDED. Tao a'-0' - 9'-0' 9'-0• 9-0• s-0' 380 8•-0' -0'9' 9'-O' 9'-0• 91-0' 9•-0• 7&0 8•-0• - 9'-O' 9'-0' 9'-0• 9'-0• - 9•-0- 4a0 6'-0 9•- -0• • 4' 9• 9•-01 9'-01 9•-0• t MULLION ORIENTATION IS AS SEEN FROM THE 60.0 e'-0• - 9'-0' 9•-01 a•-01 s'-o1 - 9•-0• 463 W-o' - tY-0• 9•-0• 9•-01 9'-0• - 9'-0' OUTSIDE(EXTERIOR)OF.RRpG��X e� e'-0• _ 9'-0• 9•-0' B'-0• 9•-0• _ 9'-0' 60.0 8'-0• - 9'-0- 9'-0• 9'-0' 9'-0' - 9'-0' t 1, > 8•-0' 9'-O' 9•-O' 9-01 653 B--O' - 9'-0• 9'-0' 9'-0• 9'-0• - 9'-O• t SI,`'� `� - 6'-0' - 9•-w 9'-0' 9•-0• 9•-O' - 9'-0• ll •��(I`t.; J.•' +o0.0 61-0• - 9•-0' 9•-0• '-0• 9'-0• - s•-0• 6Q0 B'-0' - 9'-0' 9'-0' 9'-0' r-0' ,1••• S ti ✓ GLSEQ 58.0 e'-0' - 91-LY 91-W 9'-0' 9'-0' - 9'-0' `4l (C}.p: FLORIDA BUILDING CODE(Non High Vdoct'ty Hartieane Zara) 70.o a•-o- - 91-6• 9•-0• 91-o• 9•-4' - 9•-0` 754 B•-41 - 9-0 9•-0• -0 9• - 02017IxwwDUNN Wt. - .D 6� - a� 6a4 B'-0- _ 9.-0. s-0. 8•_9.. -0. _ 9.-0- ; * Nautilus 8So g-o' - 9'-0• fi•-9'• e•,3•• a'-01 - 9•-0• /�� RoUbgShaHorSystwn CM24/17 110.0 8'-0• - 9•-01 B'-2•• 7'-9'• 91-0• - 9'-0' tr ' y O INC. MATE 96.o a-0 - 1 9•-0' 1 T-W-1 T-4'• 9'-0• 1 - 9•-a- = .L' EXPERT SHUTTER SERVICES INC. �1 ll T1WT TMING&ENMURaO Col7PANT 17-244 tooa tt-0 - 127-0 T-3-• r-0-• a-0• - 9-o• z / rr It a kw.i>a:Lio=tw.vl °"o ,v="" 1626 S.W.BanJaaE srREET 'NOTE USE 9'-0'IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, , ALE 111'' - 6719 m'^ c PORT ST. JCF-FF(349x4,7-alto WEOGE•BOLTANCHOR.SFF SCHEDULES t&20N SHEET 103 ''��" ` wutER w V-Lff0067 dr.v.E. �� ^'n �••' ®•'m0 P.E.SEAL/SIGNATURE/DATE lLCREA LP-- /44167 m iw. SNFEt aF 26 SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.0.),& A T-01'MAX.MULLION QESIGN PRESSURE RATING(P.S.F.),& AND T-V MAX.MULLION SPACING SPACING(ft)' (FT)* MAXIMUM MULLION SPAN(9) MAXIMUM MULLION SPAN(FT) UAY_ MAX �q Y1 ©4'xS-xlWMULLION G1 4"x8'htf4""MULLION ®4',nV4THtC(C(3T FANGE)641LUON f (§)4W-xIWMULUON G1 4'k8ox1WMULLION G2 44 HICK (4"T PRiSSM RA' ) ORENT10i0N it omEMAnlON 2( ) oR1E am= 1 OR(ENTAIION R2 ) ORIENTATION I CR`El1Ti31QM[2(0) OAS.) ( CROVAtIQ•:i Et ORic'7IWONI#2(Q)t OMENTATI0.V 01 L=2tOFUENTATiON 2( ) ORIENTATION p2( ) END I INTERIOR END IMERIOR END IN,ER10R END 0(iE=R Elm END I TMOR END I D.TERIOR END INTMOR END NMZOR END MMOR END IMMOR 30.0 Y-D' tY-6' IV-6' IY-6' 12'-6' 12'-6` Ir-6" 12'-6' IY-6' 1Y-6' 1T-8' 12'-6' 7'-0' 12'-8' tr-6" 12'-8' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 371-0 7-0' ir-8" 12'-8' tr-0' 12'-8' 12'-6' Ir-6' 12'-6' i2'-6' 12'-6' tr-6' IT-8" 7'-0' Ir-67 12'-6' 12'-8' Ir-8' 12'-6' 12'-6' 1Y-8' 12'-6' 1Y-0' 1Y-6' 40A r-0' IL-6' 1r-6' 12'-8" 12'-8' 12'-6' tr-V Ir-6' 12'-8' 1T-8' t -8' I2'-6" '-D' Ir-6' 12'-6' 1T-6' 12'-6' 1r-6' 12'-6' 12'-6' tT-8' IT-8' tr-0' 18.0 r-0' 12'-6' t2'-0' 12'-6' t2'-6' 1T-6' tr-G 121-6' Ir-6' IV-S' 12'-6' t2'-6' 7'-0' Ir-s' 121-W 12'-6" 12'-6' 1r-8' 1r-r 12'-6' tr-8' 12'-6' 12'-8' 50.0 7'-0' 12'-6' 11'-7' 1T-6' it-8` 12'-6' Ir-6" 12'-6' Ir-6' 12'-6' 12•-6' 12'-6' 7'-0' t2'-B' 1t'-7' 12'-6' 1T-6' 12'-6' 12'-6' 1T-8' 12'-6' 12'-8' 12'-6' 06.0 7'-0' 1r-8' 11'-3' 12'-8' 1r-e' 12'-6' 1r-3' 12'-8' tr-r W-8" Ir-6' Ir-e" 7'-0' 12'-8' 11'-r 12'-6' IV-6, 12'-6' 12'-3' 12'-8' If-6' 12'-6' tr-6' 60.0 7'-0" tr-6' 10'-11" 12'-6' tr-6' 12'-8' 11'-It' 127-45 Ir-8' 12'-6' it-6' IV-o' 60. Y-0' 1r-e' to"-it' Ir-6' Ir-8' 1r-e' 11'-Il' Sr-8' 1T-6" IV-6' 127-8' 60.0 r-0' it-6" IO'-8' 12'-t' 12'-6' IY-6' 11"" tr-W tr-6' 12'-6' IZ'-6' 12'-6' 65.0 71-0' tr-B' 10'-e 12'-1' 12'-6' 12'-6' 11'-7' 12'-B' Ir-B' 12'-6' 12'-6' 12'-6' 10'-5" lt'-6' tr-6' Ir-5 W-W ir-w 12'-6' 12'-6' 12'-6' 12'-6' Y-0" 1T-B' t0'-S' W-6' 12'-8' 17-61 11 1' iT-6' lr-6' IY-8' tr-6' 70.0 Y-0' 12'-1' t0'-r IO'-il' IY-6" 12'-6' W-0' 1l'-tt' t2'-6' tr-8' IV-61 t2'-8' r-0' 1r t0'-r iC-11' lr'r W-6' 11'-0' tl'-tt' ir-6' I2'-8' W-6' 9E Y-0' 11'-6' 9'-it' 10'-6' 12'-4' 1r-6' 10'-IQ' 11'-5' t2'-8' 12'-6' III-11" Ir-6' '-0" I/'-6' 9'-1Y 10'-8' 12'-4' 12'-6' 10'-10' 11'-5' 12'-6' 11'-11' lr-B' 60.0 7-0' 11'-0" 9'-9' 10'-2' IV-1, it-6' 10'-r IV-0' tr-6' 12'-8' 111-4' it-6' 7'-0' 11'-O' 9'-9' f0'-2' 12'-1' Ir-6, f0'-7' it'-0' lr_r 11'-4' 1Y-6' 00.0 r-0' 17-7' 9'-7' 9'-10' /1'-f0' t2'-5' t0'-5' t0'-8" tr-6' 12'-2' 1D'-10' t'-6' 7'-0' to-r 9'-7' 9'-10' I'-10' 12'-6' 10'-S" 10•-8' 12'-6' 10'-10' IV-6' 90.0 7'-0' lo'-r 9'-5' 9'-8' 11'-7' tt'-11• 10'-2' 10'-41 12'-6' tt'-9' t0'-S t2•-8' Y-G 1C-2' 9'-5• 9'-6' 11'-r 11'-11' 10'-2' 101-4' 12'-6' 10'-5' 12'-6' 100-0 r-0' 9'-IQ' 9'-I" 9'-S 11'-5' 11'-6' 10'-0' 10'-t' 12'-6' 11'-5 10'-I' Ir-8' .0 7'-0' 9'-t0' '-3' 9'-0' tt'-S' 11'-6' 10'-0' 10'-1' 12'-6' 10'-i' 12'-6' 106-0 7'-0' 9'-8' 9'-t" 9'-t' it'-3' I1'-2' 9'-t0' 9'-LO' it-8' 11'-t' 9'-8' tr-6' 7'-0' 9'-6' 9'-1' 9'-1• It'-3• 1V-2' 9'-10' 9'-10' 12'-6' 9'-6' tr-6' flue Y-0' 9'-3' 8'-11" 8'-l0' I1'-I' IO'-70' 9'-9' 9'-r 12'-6' f0'-9' 9'-S' 12-6' Y-0' 9'-3' 8'-il' 8'-t0' it'-1' B'-5' 1150 Y-0' 9'-0" 8'-10' 8'-r ID'-tt' 1D'-r 9'-r 9'-S• tr-e' 10'-5' S-Y I2'-8' T-o' 9'-O' 8'-f0' 8'-7' 10'-11' 10'-7' 9'-T' 9'-5' W-6' 9'-1' 1Y-8' 120- 7'-0' 8'-9' B'-8' B'-5' f0'-9' Iw-r 9'-5' 9'-r tr-e' id'-2" 9'-10' 12'-8' 120. Y-0' 8'-9" 8'-B' 8'-5' 10'-9" 10'-3' 9'-5' 9'-3' IV-6` 9'-to' tr-B' 125A Y-0' 8'-6' B'-7• B'-Y IC-7' 10'-D' 9'-4' 9'-1' 12'-6' 91-til 8'-7' 12'-6• 7'-0' 8'-6' 8'-7' 8-2' 10'-7' 10'-0' 9'-4' 9'-1' 12'-6' 8'-Y 12'-6' T30A 7'-0' 8'-4' 8'-5' 8'-0' 10'-6' 0'-9' 9'-2' 8'-1Y tr-8' 9'-9' 8'-5' 72'-8' 170 7'-0' 8'-4' B•-5' 8'-0' 10'-8' 9'-9' 9'-2' 8'-11' 1Y-6' B'-6' 12•-6' 136.0 Y-0' 8'-2' B'-4' 7'-B' 10'-4" 9'-7' 9'-1' W-9- 1z 12'-8' 9'-6` 8'-2' 12'-6' 7'-0' 8'-2' 6'-4' 7'-9' 10'-4' 9'-7' 9'-1' B'-9' 12'-6' 8'-2' 12'-6' 140.0 7'-O' 8'-0' 8'-S' 7'-7' 10'-1' 0'-4' 9'-O' B'-r 12'-6' 9'-4' B'-0' Ir-6' 7'-0' B'-0' 8'-3' Y-7' 10'-3' 9'-4' 9'-0' 6'-7' IV-6" 27'-6" 17-61 14LO 7'-0" Y-107 8'-2' 7'-5' 9'-9' 9'-2' 8'-10' 8'-B" 12'-8' 9'-2' 7-10' t2'-8' 14" 7'-0' 7'-10' 8'-r 7-5' 10'-1' 9'-2' 6'-t0' 8'-6' 12'-6' 12'-8' 1500 7--W Y-8' 8'-i' Y-4' 9'-5" 9'-O' 8'-9' 8'-4' 12'-6' 8'-I i' 7'-8' 12'-8' t Y-0' Y-8' 6'-1' Y-4' 10'-0' 9'-0' B'-9' B'-4' tr-r 12'-6' 156- Y-0' Y-6' 8'-0' Y-r 9'-2' 8'-10' B'-8' WAV tr-5' B'-9" Y-8' Ir-6' 155.0 7-0' Y-6' B'-0' 7'-2' 9'-10' B'-10' 6'-8' B'_l' 12'-S' 12'-6' 180-0 r-0' r-4' r-tt' 7'-0' B'-10' B'-8" W-r 8'-1' 12'-Y B'-' Y-S12'-6' 160-0 T- Y-4' r-71' r-O• B'-9' e'-S' 8'-Y B'-1' 1r-2' 12'-6' *MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. f MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. D MULLION z' � I / _ INTERIOR � MULLIONxl� ,7 ri ,t •O FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) =, t� 020171L7ECa Nr- autilus ORAL.�•an DANMULLION SPACING:"S" `( i RGu7ngS5ElKozSysiem x6/24/0 IL ECO at: II7 TnEET IE89NG&ENOMEERMO COMPANY EXPERT SHUTTER SERVICES INC. ••• •\ 111 �":l:.i>,alan�a'"n: ,yapea 1a6D2Rr S W.tu���344924 17-244 =- /ONAL✓�6f"11a-mc1M, 1mEme, na3:tP�at Ia9-LS6.IAC c7771 677-a>7a 6R,.RIXa No YfAUFR 1.76[11 1 P.E 4'/.r ms® us otau� P.E.SFJIL./Si /DATE FIARYIA LI /44167 SHEET 26 Or 26