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Home My WebLink AboutProduct Approval (2) 1 i i loti't:13t# t i, '�� r IIiGt?'—�e 1i o;GF.-� 1BJIE ilifG 'i 1 BCIS Home t Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts Publications Contact Us BCIS Site Map Links Search G10rida ,. Product Approval USER:Public User Product Approval Menu>Product or Anotiration Search>Application List>Application Detail FL# FL12246-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 , JUN 2 9 �< l Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Emali 1626 SW Biltmore ST ST,Miele County,Permitting Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com 09- Authorized Signature Michael Helssenberg 0. callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com LUn Quality Assurance Representative Michael Heissenberg L WWF Address/Phone/Email 1626 SW Biimore St Port St Lucie, 34984 (772)871-19155 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 2246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary 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 HVH2:No FI-12246 R4 If Ell'€RT SHUTTFA SFRVICES INC DgWG 17- Approved for use outside HVH2:Yes 244.PDF Impact Resistant:Yes Verified 8y: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 SH ITI R SERVICES DRWC 1z 20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2"slip. 244 PRODUCT EVALUATION REPORT PDF See sheets 15,16 and 20 for additional pressures and spans. I Created by Independent Third Party:Yes sack :texi ' am tS ::�i.+ttt P,tmr STonw?ov:.Ta04Raaww R SI3+n4°.L'i+"n:1I�f}-aR>-tR 4 The Stated Florida iS as of rfarda ::pnyaey Statement::Lnccessihz,iv Styr.:rnent::Ref rnd Star.mwnt Under Fonda law,ernai addresses ate 1p:M records.IS you do not rani tour e-mail dwress teleased in response to a pubt�c-recerds reGuast,00 not send elevion t Z to ells"alar.instead,cartact the gtlice.ay P"ne Or W tmdA10AW matt.it WU have anY questians.vease contact 850.487,1345.-Pursuant to Semon 455.275(21, Florida Statutes,etrett:ve Qeobr r t.2012,t ceuees hutrscd under Chapter 455,F.S.mast provide the Department mth an emait address if they have one.The ema4s provided may to used rat"Seat conn(^-un;w"n rntn Line kmlm—^, "malt ad;Sresses ave public reconL if you co Se:-noi to supply a personal addrcSi.please P—We the Depanvitn wall as email ad,:ess'a*uch can oe rnade avaQue to the puhiic,To determine 1 you are a kcertsee'under chapter 455,F.S.,please U:c$L-'-. product Approval Accepts. tom; fg�q --Hari■ Credo Card Safi GENERAL 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 PRODUCTEVALUATION DOCUMENT(P.E.D.)WAS BEEN 9•ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COLMIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING COOS -3/8'OYt 1/4'CALK-WS MANUFACTURED BY POWER FASTENERS,INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAlA-OAOE -1/4'0x3/4'SOLID-SET MANUFACTURED BY ALL PONT.INC. /BROWARD COUNTIES). -3/8'0 KWIK BOLT TZ MANUFACTURED BY HILTI,LNC. DESIGN WIND UWSS SHALL BE DETERMINED AS PER SECTION 16691E THE ABOVE MENTIONED CODE, -5/16'0 TAPCON MANUFACTURED BY ITW SUILDEX,INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM('OCE DISTANCE AND SPACING FOR ABOVE MENTIONED-ANCHORS SHALL BE AS INDICATED B£LOY!OR AT ABOVE MENTIONED SWEET. FOR A DIRECTIONALITY FACTOR Kd-O.8S.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC EDGE DISTANCE AND EMBEDD SP ARE BEYOND ANY FINISH MAIANUII.. AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS LL,WED ON S4EQS 15 TM 18&20 T R2U 26. EMBEDMENT IN ORDER TO VET6FY THE ABOVE COHOITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING m IOGX EDGE DISTANCE O TOGS CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEDTS 15 THRU 18&20 THRU 26. 3/8.00 1/4'CALK-IN 3 3/4' 4 1/2- 1 1/4'(3000 psi) NOT ALLOWED 2. IN ORDER TO VIERSFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.AS TESTED WERE NOT OVER STRESSED, 1/80x3/4'LOUD-SET S' 3 7/6'(3000 pat) NOT ALLOWED A 339 INCREASE IN ALLOWABLE STRESS FOR NAND LOADS WAS NU USED IN THEIR ANALYSIS.FASTENERS 3/8'0 KTAP EDIT TZ 9' 4' 2 1/2'(3000 paI) NOT ALLOWED SPACINGS TO WOOD HAT BEEN DETERMINED IN ACCORDANCE MITTHH N.DS.2015. 5/160 TAPCON XL 3 3/4' 3 i/8' 2 1/4'(2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN t0.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTION 1609.12 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH IDA, 11, REQ 12, 1FO TJ L 130. FLORIDA REPORT 1030.01-08 AS PER ASTM E 1996-05, E 1886-05 AND E 330 STANDARDS,QUALIFYING INSTALLATIONS FOR WIND ZONES 1.2,3&4,MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION MANUFACTURED BY HILTI.INC. FA INSTALLATIONS AS DEFINED BOLT 1'Z EXPANSION ANCHOR MANU NED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 -HUS-H SCREW ANCHOR MANUFACTURED FA HILI,INC. FOR ADDITIONAL UMITA7lONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS,INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TIT ALLOY(UNLESS OTHERWSE 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 ENO RETENTION SCREW_©1 TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 Wi EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL YIELD STRENGXN AND 90 ksi TENSILE SIRE NGTH R CORROSION RESISTANT COATED CARBON STEEL AS PER DW EMBEDMENT O 1COX 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX&SHALL COMPLY W/FLORIDA BUILDINGGROUT FILLED OR CODE SECTION 2411.3.3.4. ANCHOR SPACING 14 100X EEDGE DISTANCE* 100% CONCRETE CONCRETE BLOCK 3/410 KWTK BOLT TZ 27' 9' 4 3/4°(3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 kaI MINIMUM 1/2.0 KIRK BOLT TZ 22 1/2' 7 1/2' J 1/4'(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8-0 KWIK BOLT TZ 6' 4 318' 2-(3000 PSI) NOT ALLOWED 3/80 HUS-H SCREW 4' 5 2'(3000 PSI) NOT ALLOWED 6.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PATENTS 16,095,225 AND 07,409,980. 3/80 WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2'(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR @ SIDE RAIL SHALL BE AS FOLLOWS: 1/2-0 HJS-H SM OR YOM MU 6' 6' 3-(3000 PSI) NOT ALLOWED 5/8-0 Mr-H SMV OR WMOOU 7 1/2' 7 1/2' 2 I/2'(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE:MIN.3000 p.a.N.COMPRESSIVE STRENGTH. 11.THE INSTALLATION.CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW SUILOM INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI,INC. 12.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO 00)MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BU(LDINGS. 2 1/4'FOR 6/16-0 TAPCON XL ANCHORS&21�2'FOR 3/�8'0 KWIC BOLT 3 ANCHORS. NO EMBEDMENTINTO STUCCO SHALL BE CONSIOEIZED AS PART OF THE REQUIRED EMBEDMENT. 13.THIS PRCDUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AHO ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A2)MINIMUM EDGE DISTANCE(EE.O.)INTO POURED CONCRETE SPALL 8=• T4.LIFTING MECHANISM NOT PART OF THIS APPROVAL ANYSRN IS5/16.0 SON XL ANCHORS&5-FOR 3/8-0 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND I FI 15.Ta)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Le.WHERE THE SITE A3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON NOMONS DEVIATE FROM THE P.ED. THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MATIN STRUCTURE BEHIND SUCH PANES. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY TTW BUILDER,INC. (e)THIS P.E.O.WILL BE CONSIDERED PNAUD IF ALTERED BY ANY MEANS. 8.1)MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNE SFW,BE 2 1/4'. RECORD(E.O.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. RECORD DEDELEGATEDENESEE GINEER TO THE P.EO.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8.2)MINIMUM EDGE DISTANCE(ED.)OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHAT BE 4',EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of RECORD THAT PREPARED R. B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16.PRODUCT MANUF ANR69:S ABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 Of SUCH PANELS. FLORI04 EUID)yD' 0 QA® SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH(G-0.36),DOUGLAS-FIR-SOUTH(C-0.46)OR 0 WAU.ONLY BE USED TO SOUTHERN PINE 82 W/G - 0.55 MIN. rANa�••, 1N£STATE OF FLORIDA FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITV BUILEREX.INC. ; t NO.44167 _ 02017 TRTEEO WC • DRAWN W. CA)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL i V It _ Nautilus NO EM EO PENETRATION. ` ROIIDng ShnHerSyalem ca N n NO EMENEDlAENi INTO FINISH MAITORIMJ.SHALL BE CONSIDERED AS PART OF THE REQUIRE)EMBEDMENT. �� 'L E C O INC. �dITE C.2)MINIMUM EDGE DISTANCE ED.)OF TAPCON ANCHORS,INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS O% -�� 4V,�� YnL1T resnNo a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. BEYOND ANY FINISH IAA _ `17mgr`�' T Nr.xe.s�.su.so1 wrae�eumoa,n mea 1626 S.W.OLTMORE STREET v,...:(705j671-Ivo.r:patJN11-1vI 17-244 C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON ��.►S/••••••••••�6\Lt1111 r-S34984 ES-OW67119 P"O'e:two)71RT 9-9050.rw Im)MI-CS90 ORAWtNG w THE FISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND WALTER TRAIT Jr.P.E SUCH PANS. P.E. N./FJFNRt0.A DATE nDmA Lie./44167 ES� S14M 1 OF26 N #8 #10 S1YASr #6 #7 1:22r- g a' .s,r3 ,er x.» k uA ,ro 01:AS IRM .7+s #2 #3 s#m #1 4S ww �DETa ?¢ +.T ml*ml* '� �•• ��A e 3 � +Easru�as'tmvnsa+ $_ MMIT"TM&xu)EEnffm4,WrSUv'Ne12(41S)NEMf&ADABTI6EADN04T UE'• 81313• R1.194• R1AW RfA,E• 81.447• Rafe• 82398• • 1nA fzZb9°• g : OPTION#1R10NOI.mRc) EM&MM OPTION#2A4)Y,ASfr.R) =� y .$ �' �, •�� `� �Fj T� �• 410NT STEELSUM CHROUIEWREE PEEN. 427• 00 4p'�SATO' cM sYSTCAA Sru . Ro)p. - BYSUNSWOCIATNS.LLG MD • AOP .\("��•�� `Y Fh1=789B.B IaIQU67E80L"IiD0 Ata' I DETE •�3•Y' w4a 3 7y F31• A70' ��DDD A SLATS Sar Tao 3s, —.mr r,r '1 o f�1 STARTER SLAT x1450• ;' EEssTerauw71l &Y r TSa WM#J dALLOY ,Q..,• ©BASE SLAT p M 31bb3(ma) OEfAJUS W03.mAWMWMALLOY t1 - SCALE,Q•, SCAIE:,d'•,' 3 300r ACETAL BUSHING •.11 1330 31Y 13:0' - emo• (USE V90PTION9NA'm/2) eGmr .fee• .fu• 8 A4• Q b .1u• ti� fe+�sP[ts. DeMr.MOW 330• TFl dEMODiALIS3TT9:.1 TENSI.ESTRESSATY9M9.1MW © �f .M BUILD-OUT TUBE nmMA arxu MOW .173• '1380' 2170' a E051-16au GNUNIALLOY O;ODNDTLtFDwxp."IJw SCALE 42••1• )JAm X00° , ©RETAINING SYSTEM:SCREW+BUSHING * OE BUILD-OUT TUBE E1 BUILD-OUTTUBE ",rr•r QD SIDE RAIL 6081mALIRRAWAMOY Erolmaa,mrrUMallw ur ®Elm ALU10T7MALLOY SCALE Irl•r •�- a SCALE:7p••r *MUST EE MM-MM RY SHUTTER 0.0501ACTUREA TO EIM FOR A URdUU4 —4.9m'— 0.040'CLFJRANCE BFTM'EEN SCREW'NERD AW 2'�• CAVITY WALL AT NON NURRICAHE PDS=NS. a 999• 2030• EBUILD-OUT T UB E 0X17-mALM MALLOY SwE,c•r r-4 3e; l �, OH V4.O414•MVIBUILDEX TEK SCREW 350• CARWN7 SIM euLE:fa••r � •?e• TI) " a iso• ��'�' '�•%7 a CD 5AVOITWABUILDEXTAPCON XL ANCHOR CARBOA STEEL SCA OE,/I.1• STORM BAR CARSORSTEEL ..-• -- ,,..•••••••.., JO 31B'OHILTL INC.KWIK BOLT 3 ANCHOR Erol-TSALU61NUMALIov 4x © ' , � F TRAPPED ANGLE © 4x6 MULLION Gt 8 MULLION 4x7 MULL10N11•' per•ArfL � Ecuclrr•r 6ro1.mAauwr7uMµ ...�T'-•. O G031-TEALU7A!&R.I ALLAY 8061-Te AlI1MI1M1JLL10Y SGIE:SSv14 �.•• •. ✓ GM3-TSALULWI MAlIor SCAMlrl•r sutE:stf•r scuff.sa•r ,.• ., A�Q: FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) saue • 0 2017 T3TE00 IRC. CRAM BC ilus E.C. IL E c o me. DATE -P, '(�YA` TILLIT TESTING h ENGINEERING CouPANY EXPERT SHUTTER SERVICES INC. •; Imo, `Y eus iia 7v:,�.1A fy 33,re .162E S.W.B0.INORE STRUT 17-244 COMPONENTS =° ' 'l�R� ,. T PORT ST.LUCE FL 349Bt 1c-1,w0:-000 D9ot.cam oaAeofa NR C •••••••••• [= )11 ®-aoo6719 I.,nd(600)749-9050.rAr.(Tl2)871-0490 V WALTER A.TMUT Jr.P.L P.�' DATE rLOPOA U./44167 1 1 SHEET 2 0r 20 14 14 I 1 1 13 14 1 •i 12 I 0 21 1S , 1B 1 SIDE/END CAP t 18 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK � 4 SPRING BRACKET S 5 SPRINGASSEMBLY 4 ° 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) •r• 1 I 17' 1� 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR—PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END rCAt ',S.SEMBLY COMPONENTS 10 11�aP3G d �`�;••�G $F•'• FLORIDA BUILDING CODE(Non High Velocity EIurricone Zone) No aaisr `: 02017 RL EEC ntCLNautilus °"61: Rolling ShnHer Sys(em OW4/17 IL EC O�N�. DATE TILLIT �0,�n:Q•[ (6p• K't�\ 1T.E.S(TJa])✓hlh2E.E:(1U ,yl EXPERT SHUTTER SERVICES INC. 1620 S.W.RLTNORE STREET 17-244anu,ce ••"•• ...... G��7 11 r-maT 6'IkcoOoalcom PORT ST.WCIE.m-Tn) ��No 1..4111 ®-0006119 c,ara fem)T9-awe.r+x:(m)en-mno WALTER A Mur Jr.P.E. P.E.�f~,0.GW RE/DATE rtoRTu liu i 441117 9=4 SRW 3 or 26 BOX �Y/6 & Y/7 BOX V/9 K AFAR V/9 KJIR6 & Y/7 r END CAP END CAP END CAP / END I sunSLATS 3 83 Sun SLATS t SLATS -SLAW ¢ SLATS 1s N .. SLATS E 3 8 s11ATS i�8 8 Sun 8 O/8 0/8 0'/8 0'/8 0 7 #7 -SLATS � sun SLATS n -SLATS sun D (Typ! EG. END) (Typ. Ea. END) 9 89 SLAW SLATS A A 1D (Typ.) tD (Typ.) SLATS SLATS I STORM BAR SPAOW / / / B sum & Y/7 (SEE suV/9 �Y/6 & Y/7 Max.SLAT SPAN (SEE SCHEDULES ON SHEETS 15&20) Mox.SLAT SPAN TYPICAL SINGLE UNIT ELEVATION WJ0 STORM BARS * ** (SEE SCHEWLES 04 SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT; * CASE 1: SHUTTER HEIGHT Eam OR LESS THAN 11'-o•APPLICABLE To INSTALLATIONS w/0 STORM BARS,w/STORM BARS OR W/STORM BARS&MULUONS W/HEIGHTS UP TO 1 I'-0". ' (a)CURTAIN SHALL START W/01 SLATS AT TOP.FOLLOWED BY 02. $3,.-THEREAFTER,ALL - - THE WAY OWIN.EACH SLAT 0 SHALL.CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR AMINO SLATS DOWNWARD BELOW 81 SLAT SHALL BE OONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER „,„ 51''•1„ INSTALLED BEFORE BOTTOM SLAT©MAY VARY WITH SHUTTER'S HEIGHT. -.( A•.T�� --., (b)BOTTOM SLAT BQ MUST BE ALWAYS INSTALLED. 41feHIQ'� f••' ^��✓ r* :SHUTTER HEIGHT LARGER THAN I V-O"APPLICABLE TO INSTALLATIONS W/O STORM ,44�,•'• Jy ti. FLORIDA BUILDING CODE(Non High Velocity Hun cane Zane) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-D". = No 441 3 02017 TtLIECDANC. 'R♦j��`�� t>�Br (a).CURTAIN SHALL START W/01 SLAW AT TOP.FCLL07tED BY 82.S3......THEREAFTER,ALL *: 1`N * j�t Nautilus THE WAY DOWN.EACH SLAT 0 SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLATT r RowngshMLlerSy5fem W/24/I7 NUM13VL PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 01 SLAT SHALL BE • •O:' ,.L G C C INC. WE CONTINUED UNTIL-810 SLAT IS INSTALLED.AFTER 010 SLAT IS INSTALLED,ADDITIONAL 010 'Q AC' -r>f.'Ja �I`�� nLLrt resTlHc 3 EN01NfiCRfNO COMPANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. y0• •' .• .• T1 exs H.,xu.n.s.2w.w�c.1 ewmn n.x" 1626 S.W.ELTMORE STREET 17-244 (b)BOTTOM SIATQMUST BE ALWAYS INSTALLED. +'y`r/ONA1-��Ci''''1 t� EB-0006719�' � ��—��e �L(ML 74-mo�nu("42)6571-Oro DRAW I" WALTER ATRUT Jr.PF 1AR P.E. SEA�Sr TURE/DATE IlOROA Lie.S 44167 . SHEET 4 Gree e Mor.UULuo.Y SPAOTIG W-1/10 OR W-2/11 OR G or Q or � (SE LE G or© or © W-3/12 OR W-4/13 0.4 SHEETS 24,25&26) (�,W-1/1D OR W-2/11 OR Afax.5,, BAR SP, Uv,MULLION SPACINGK ®REAR G or GCG� or V W-3/12 OR W-4/13 aox (SEE SCHEDULE ON SHEET 22) ON SHMTS 24125& zs) // ;'%i% ."'.Y/.1,///.!:'/.' .'/f..^f!f• :'/'ffi'/,j f!/i !;%'.%! � BOX END CAP 1 1 END CAP-- iI n I u tl I I . I I I it I !I I I SLATS I I I I c. SLATS I 11 II g2 I II II A2 I I I I I -SLATS I I I I I SLATS I 11 11 #3 J3 N 1 1 1 f I SLATS N ; l P gP'g I I SLATS 14 N 1 I I 1 1 ga suis Di �aN i ii ti � �N i ie ii 65 oa �� i ii ii �5 o N ® I I I I I SLATS rn w ® I 1 1 1 1 SLATS �6 I I I I I �Q6 S�cz��-'� 0/8 I Q g I I I I A5 rn Q/g 1 Q g 1 1 SLATS s�n Ogg / I i 1 suis gg I I I I I I it 11 92 �o A t Ij �I P7 A I I I I - SLATS w g= ^ t t _ -i t SLATS o (Typ) I R 8 11 R a o p (Typ.) 1 R 8 L I R B W I i t cr 11 or I s W I 1 1 or ZI L - or 1 I L 1 1 fg ca H I I I I I Ii II salts SLATS R/g DI R�g(Typ. Ea. END) (TYo. Ea. END) I I I I I d19 I11 _.. I I pg 1 i R/g i i R/g i i sots R/g R/g i SLATS or II Or 11 i fI , or II or ' I R'/ 1 I R'/ I I ( 11 11 R'/g I t R'/ 11 11 I I -11 U0 j I i i i i SLATS F 1 1 1 1 1 I SUsTs �. r„/. is '/:::/ % �. •�::,.:. ;:; W-1/10 OR W-2/1108 B MAX.STORM BAR SPACING— W-1/10 OR W-2/11 OR B W-3/12 OR W-4/13 (SEE SHEET a2) W-3/12 OR W-4/13 D Mox. SLAT SPAN Max. SLV/9 (TYP•) (TYP•) Mox. SLAT SPAN Max. SLAT SPAN Mor.SLAT SPAN Max. SLAT SPAN AT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SFE SCHEDULES ON (SEE SCHEDULES ON SHEET IS) SHEETS 15& 16) SHEET 15) SHEET 15) SHEETS 15& 16) SHEET 15) TYPICAL.CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & Wj0 STORM BARS Wf My ON & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.TS. PROCEDURE FOR SLAT INSTAL6TION GIVEN A SHUTTER HEIGHT: * CASE t: SHUTTER HEIGHT EQUAL OR LESS THAN-IV-o'.APPLICABLE TO INSTALLATIONS w/o STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO (a)CURTAIN SHALL START W/01 SLATS AT TOP,FCLLO'1tED BY#2. S3......THEREAFTER ALL THE WAY DOYIN. EACH SLAT 9 SHALL CONSIST Or FIVE(5)SLATS OF THAT SLAT NUMB'7t.PROCEDURE FOR ,`.•"""'-••. ADDING SLATS DOWNWARD BELOW 81 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS �.'�'�.(4�A.T� COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(q)MAY VARY WRH 11 Q1. ......... �. SHUTTER'S HEIGHT. L\'�'�p�,``` ✓ (b) BOTTOM SLAT©FAUST BE ALWAYS INSTALLED. V SLC•��'t� t. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) EASE 2:SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATION W/O STQiLU BAR AND Y!/ i• '4416 C 02017 7LtEfA IHF Nautilus E �- ** MULLIONS W/HEIGHTS LARGER THAN 11'-O'. , 1 * (* jjml3ui�jysta LC. (a).CURTAIN SHALL.START W/91 SLATS AT TOP,FOLLOWED BY e2.83,.....THEREAFTER ALL THE WAY t ti, IL E C O�INc. EXPERT SHUTTER SERVICES INC. m�ttn OOVAL EACH SLAT®SHALL CONSIST OF FM(5)SLATS OF THAT SLAT NUMBER.PROCEWRE FOR " Oji •• \ TILLn tEstiNc A ENWNEERRLa COYPAHY ADDING SUITS DOWNWARD BELOW 1 SLAT SHALL BE CONTINUE UNTIL 10 SLAT IS INSTALLED,AFTER ��' f,- \\ "'�'•u""'6''a�aaf`"°a+' cra:o4 n u+m t62H S.W.&1.TMORE STREET 17-244 ® i ,(\ +M \ vMn.<(F�Mr�-�sn.rm c Gx�+Hn-�sT� PORT Sr.LUCIE,Fl.31986 #10 SLAT IS INSTALLED,ADDITIONAL J10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER 'S/ N/II �,HEIGHT. 111111 c-mo2s�LO oaaBlcom PHO.,L•POR 7Sr.LUa.rFL• ml e:1-mao N° //111. WALTER A 7417L Jr.P.E. (b) BOTTOM SLAT©MUST BE ALWAYS INSTALLED. P.E. ICNATURE/DATE FIORMA Lk./11182 S-1 5 Of 26 a s/I6•A rAPCOas%L W/ POURED �5/16.0 TAPCO.NS A(•1Y/2 //4•Min. 1'xt'x1/S•OR 2•=2'x1/3' 1/4.0x3/a•rtw eNLOEx rEK scaEws 2 16'0 MiO.EMBEDMENT C08C EkIBEOMENT& 1.0.0.90.060'GAIN. ALUMINUM TUBE W REQb STEEL WASHER 0 24' C. / 1'0.0x0.060•GALVANIZED STEEL & 1'0.0x0ETABE ICAMVENT % / .% 5/16.0 TAPCONS%L W % WASHER 0 2$o.c. STEEL.WASHER 0 24'ox. 2 1/4'Min. EMBEDMENT U O 0 24' -71 o.e. 1" PPOURED CONCRETE POURED CONCRETE S S OR GROUT FILLED . OR CROU FILLEDBLOCK G CONCRETE BLOCK L i WALL REQ BLOCK WALL REQUIRED. WAL1.REQUIRED. O EDGE M SIN°c I M OPENING LASTINGjE ! DUSTING � O E%ISRN-- _ I . CLASS:- (BEYOND) �; GLAD' i (9EYON ) � (BEYOND) S SEE ANCHOR % t°O L; SEE ANCHOR SCHEDULES ON +H SFE ANCHOR �� F SCHEDULES ON SHEETS to. 47 "� SCHEDULES ON 1f aW vNIxi S 1E 16. 17 ii I w & 18 qp &SHEETS 16. 17 ii q 90 7 q � Min. SEPARATION Min.SEPARATION Min.SEPARATION TO GLASS s TO GLASS TO GLASS j� j i (SEE SCHEDULES, (SEE N (SEE SCIIEDULB, F�LIERIOR �� (SEE SCHEDULES, FX(EfiIOR �+ ONHEET 4 S5) ON SHEET 15) / O � ON SHEET 15) � D 3 r QOR E3 0/8 POURED CONCRETE S; POURED CONCRETEOR ROUT ' S LLED CONCRETE BLOCK POURED CONCRETE 1' f j OR GROUT CONCRETE BLOCK LOCK WALL REQUIRED OR GROUT FILLED ' _ CONCRETE BLOCK WALL REQUIfiEO. t EDGE OF WALL REQUIRED. / If S EDGE OPENIN !1 / OPPENIN F S { I B B 2 1/16• 2 1/16." /I MIN. E.D MIN. EA t• 1 1/2'91 t/2'90.062'aCOHT.ALUM. / / / 2"x4'90D62'xC0NT. ANGLE W/S/1&0 TAPCONS%L W/ / 1• ALUM.ANGLE $/16b TxPCOtiS S(t.W/ -(• •-•-POURED CONCRETE 5/16.0 TAPCONS%L W/- 'T 2 1/4'Min.EMBEDMENT Z 1/4'Min.EMBEDMENT O 24'oz. (f'C-3 ksi b6m)R£0'D. 2 1/4'Min.EMBEDMENT / 0 2,r oz. FLOOR/CEILING/TRAPPED MOUNTING 0 24•ox. WALL MOUNTING [�• BUILD-OUT MOUNTING SECTIONS.,-�t�`�;Trwr .. t �''-"— ••. ✓ •• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) '•.• „ 02017 TILTECO 94C. Nautilus �DT INSTALLATION. DETAILS ON EXISTING POURED ,44167 �� *T ROHiagnaftersystem CEI/24/117 CONCRETE OR GROUT FILLED CELL CONCRETE i�; IL E C O�Nt:. CATs BLOCK BUILDINGS ' atu ane. I» EXPERT SHUTTER SERVICES INC. �f TILUT TE6TIN0 h ENGINEERING COYPANT AO ! �<y \ xv s+.>re. weu eanexs n.itis 1626 S.W.64.TNE S, ppcc��pp \ [amt-unam..r„ [comm.-uat ORSTREET 17-244 SCALE.3/16• 1- Z,. .,01"x'.••' 1\ e PORT ST.L.UCIE, X. M)11 -mo2:.L.'LecaOaoLaOm. pryy:(900)748-90.50,rAft:(7i7)e71-073o fALUYfNO N° `►�•�U 1 WALTEREB- 0677197.P.E ��•.r n /DATE TLO:-OA Lic.0 44167 1��4 an ism. ;: .. 511EE1' 6 012G _ E70STING WOO° EXISTING WOOD S/T6-0 TAPCOt15 XL W/ 5/16'0 TAPCONS%L W/ TRUSSE5 OR RAFTER TRUSSES m RAFTER 2 1/2'LGA.PENETRATION 2 1/2'Nin.PENETRATION 1/t'OxJ/4'Dw SUILDEX T/4''0x3/4'DT9 BUIIDIX de tY)Ds0.06D'GALY. 1 O.Os0.000'GALV. 1'x111/8'OR lEK SCREWS W, 1'xl' 'OR TEN SCREVfi W/ EXISTING W000 DMTWG WOO 21211/°' / 2'x2'x1/8' 1'O.DaOD60'GALVANIZED SSES OR RAFlER. ..`STEEL WASHER 0 24'o.e. BUSSES OR RAFTER STEEL WASHER O 24'.... At.ItV1NL61 Tl1BE 1'O.D.x0.060'GALVANRED ALUWHUN TUBE STEEL WASHER O 24'oc, STEEL WASHER O 24'os. I 5/16'0 TAPCONS%L 5/16'0 TAPCONS XL W/2 1J2'1KA.� N W/2 i/2'Nin. - PEN ON PFNETAAnG I 024'oc. I l21 2'x4'OR (2)21C OR , W000 HEADER WOW aDER (2)2'x4'OR REWWED REQUIRED WOOD HEADERY/ODO HEADER 'I REQUIRED REOUIRED - �, pe I}r EDGE O I EDGE 1 M EDGE I M GFanND . 1 = OPENDm i M �' OPEINc OPENING 1 D zo M o D p EXISTING IXISnNG CLAS1 G�A0 aSONC F�QQiOit (BEYOND) ( (BEYOND) I A (BEYOND)- A ly ®QR T Nyy� �i Nfm. L: (a)2'xs' i S PARATY N = I OIiFIdOR s t27 214•oR I N (z)z•A4'oR I TO CLASS 216 COM. I SEPAPA7K6Y � ..N 2x8'CAVE. M CLASS 3 CONT.Yf000 (� E G, q Wool)STUD 1 %7X49u[ n -.a WOG)STUD i (SEE SCHL ULE W SiIJiN O 18' 1 Dw ]7} 1 O IB'O.G. gFZT 207 3 VAX.REQUIRED O.C.°ANT. VAX.REOWED REaU1RED. A!7CHOR5 LII. SEE SHM 20 (-EE SHELT pEc s SEPAMTXIN (SEE SKEET 20) ( ) '0 20) I I CN,SCH 21 2 0 (si°MASS s0¢DAE w 4 i Ty Y i vi SS m 1 7 fht SSET20) 8 0/8, i ,' 0/8 NT+rs+ 0/8 1 p/S Ky (2 2'x4'OR EE ANCHORS 1 SEE ANCHORS EDGE ' CO.Y7:PVD° I ON SHEESCHEDUT 21 EOCti-0 j ' ON-SCHEDULE HFLT 21 1 OPFfONO - STUD O 16' OPQINm I g ; g °OREQtIUNT£D. � D' t SEE ANCHORS �0• 1 1/2'xT i/z'xA062' (SEE SHEET V E0. 2'x4*0062'.COM. ,jj EDULE E. xCA•fT.ALUM..ANLLE 20) V ! __ E'. . - ALUN.ANGLE ON SHEET 21 S/16'O TAPCONS XL \ I' 9/160 TAP.XL 0/8 1 0/8 c�NeTa1//1-Min. 1 Pv.s"TRATIO:, 1 p/g 1 p/g O 2t'o.o. 2'x4'OR 2'x' FLESH O 2C ac 2'x4'OR 2' ' \ 1 ERISA 2'x4'OR 2.' FlNiSFN 2'x4'OR 21' 1 EXISTING WOW CONT.wow DUMIM WOOD COM.WOOD COM.WOOD pOSPih'G W000 COM.WY100 DECK oR ° TE BOTTOM PLATE EXISTING WOOD 6°TTON PLATE �' DECK OR BTW('ATE COY.CREl-SLAB REOUREDI E SLAB REQUIRED DECK OR REWIRE! CONCRETE SLAB REQUIRED REDUIRED.- (Sm SHM 20) j REWIRED. (SEE SWEET 20) CONCRETE SLAB (SFE SHEET 20) REWLRED. (SEC SKEET 20) g g REQtrAEEK1—� - / 9 r' ED f� 1 �'• F waruit7 WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILDOUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXIS:TAIMG. WOOD BUILDINGS FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ' .44167 1 ; 02017 TILTECO INC. DRAWN1.Br *_ * Nautilus L� RoMySfinKerSys(em m2yv / TL IECOmc. EXPERT SHUTTER SERVICES INC. DATE TIWT TESTING h ENGINEERING CONPANY :. ':.•r'.\ t,,�T uv n.� k, .wN,�a uN Na.,ny 31,.4 1526 S.W.BRTMORE STREET 17-244 0-m R:tIft— 0oLeom PORT ST.LOGE.F4 34984 DRA/6C No �Q L� ,1 PAONC LeoO)74D-90.96.iAII(171 a71-cRRa NAL ,I EB-00°8719 ou m, �„v ca JL— WALTER A Jr.P.E. P.E. SEAL SI RE/DATE FLORIDA uc.6 NI67 .n . SKLA 7 K26 e .n.ED. POURED CONCRETE ED. OOR J ED. OR GROUT FlLLEO F I OR OO.R POURED E CONCRETE BLOCK PCW OR \ (SEE SCHEDULE 011 POURED (SEE SCHEDULES ON (SEE SCHEDULES ON CONCRETE OR K OR J CONCRETE 03 GROUT FTLLID SHEETS 17&18 CRO 1T FlLLED (_CEE SCHEDULES ON ADT F LLOR , SHEETS 17&18) SH 17&18) CO\NCRErE BLOCit ) CONCRETE sLocK S1Ts'E15 17&18) BCOL"oa-c9 A zaSo• H �� \ \� \ s �� A ODR E1 z.B48 3.452A z•--z z. �. A A E2 oR 3 D OR/8'•SUP ED. 1/2', V4- p o a•o.e. /z•,+/<• p 6j o.e. t/z',1%4• D SECTION W STORM BARS OR 1/B•SUP OR 1/8'SUP FLUSH MOUNT (WALL) \\ DR's SLP TRAPPED MOUNT BUILD—OUT MOUNT SECTION P-P (PLAN BUILD—OUF MOUNT SCAU,3/16•"1' SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS Su1t 1I4•_I- G G OR G G DRV ©OR G I� D2. H A A4'ax. H H t ! # H 0 4'oc 0.w; I A ®.4'o.c. o a'O.G. p _ SECTION 0'-0' (PLAN) I/Y.,/a- 1/z=,T/<• �p ® -__ ' ORIENTATION #1 OR//8-SUP CR 1/8—SUP L/2,1/<' t/2',1/4' ' +/2'.1/4' 1/2', 1/4- OoR+/B sDP OR t/a's�P D D oR+/B•SUP OR 1/8•SU WALL MOUNT END MULLION SECTION 0-0 (PIAN) SECTION Q—Q (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PIAN) H It ORIENTATION #1 ORIENTATION #2 ORIENTATIONS 11 & #2 ORIENTATION #2 A 6 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 / SCALE 1/4• 1- t/z.i/< D OR 1/8•SUP OR 1/6'SUP .f D (2) 2"x4" OR 2"xS'STUD Eo.(2) 2"x4" OR (SE£ SHEET 20) (SEE SCHEDULE /Yx6'STUD I ON SHEET z1) ALTERNATIVELY TO HJ, A (SEE SHEET 20) \.Z (SEE SCHEDULE MIN. 1/2" 1/4"0-200/4" S.S. M.S. Qy SHEET P1) PLYVIOOD- W/ NUT MAY BE USED SECTION Q'—Q' (PLAN) FAIN. I/2" L� FOR THIS CONNECTION ORIENTATION #2 PLWtO 71\ WALL MOUNT END & INTERIOR MULLION QOR E3 1.7so' .iso• z•OR,• 4111j1Ea y. t/2 i/a- H , V is'••;`� FLORIDA BUILDING CODE(Non IDgh Velocity 8urricana Zonc) OR+/8'SLD' �® ®4"0.G. 1/2•,1/4' \\ ,p = • D oR t/e•SLP 418' czon nLTEco we ++�: FLUSH MOUNT (WALL) BUILD—OUT MOUNT O >� _ Nautilus LG s RollingShutter System 0e/24/17 SECTIONS 0'-0' (PLAN) IL E C O bac. DATE �' • �\ 71WT tE5T1N0 h ENDINEERIND C011PA11Y EXPERT SHUTTER SERVICES INC. INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS `— �NAL� 1' E' Ee°000 l �1y1fl+ "�(PORT aw)49-ma.rm. STREET WI-7" 17-244` o SCALE:I/a'=1' —� 1 _ WALTER A TILLn Jf.RE wn ''P.E.t7 CNATURE/DATE t'LOruw Lj g 44167 nn. start B oa z5 1/2'Min.ED 3' 1/2'Min. ED FOR 3/8'0 CALK-IN ANCHORS (4) 3/8.0 CALK-IN ANCHORS OR 3'Min.E.D. 3'Min.E.D.�FOR 1/4-0 SOLID-SET ANCHORS (4) 1/4.0 SOLID-SET ANCHORS OR Min. EA. 1,11n. ED.--I^FDR 3/8'0 KMffi BOLT R EW'At6+At1 ANCHORS (4) 3/8'0 KMK BOAT TZ EXPANSION RiCHORS OR (4)ANCHORS* PER (4)5/16'0 TAPCON XL ANCHORS STORM BAR CONNECTION, 1/8'Min. ED 1/8•Min. ED--,•--FOR 5/16'0 TAPCON XL ANCHORS , 1• 3 1' SEE TABLE 2 ON SHEET 23 EDGE OF SLAB EDGE OF SLAB 1/4*Min,TAPEMB XL NT 1. (Typ, TOP& BOTTOM) IF L LE EDGE 2 1/4'Min.ONS.XL W/ / ! / / do WASHER 0.060'GA x. 1 2' . STEEL WASHER 0'24'o.c. K hXfER10R 4'Min. 2'x2'xt/B'xO'-5'(6063-T6 ALLOY) POURED COtICRETE G 2' G G POURED CONCRETE ALUMINUM ANGLE EA. SIDE W/ (1'e�3 Kari 5'min. a I I (Pcw3/K/si)5'min. � 2• (2)E1Y/WS4'0TO-1S4TxO3R/M4'BITAWR JILDEX TEK 2 5 &TFCK REQURD 5/1TAPCONS XL TOCK REQUIRED SCR EMBEDMENT k . a 1'0.0.0.060'CALV. 6 I I STEEL WASHER 0 - SECTION S-S 9 I I 24.O.C. a 2' O 6 BOX u u I n I I u ME E scaEr tt M " I I m I I �1mlD wm n+nwR ii K ° I I ANCNOR 1'Min. FOR BOX WAND ZONE-•� I I I Lr 1-3 t p p I I DETAILA 11 I I U I I * 1/4'0-20 OR 3/8'0-16 MACHINE SCREWS USED JOIALY W/ 2'f&n.FOR It t SEE STEP 3 ON SHEET 14 FOR SPECIAL 1/4'0 x 3/4'SOLID-SET OR 3/8'0 x 1 1/4'CALK=IN ANCHORS VAND ZONE+1 TREATMENT FOR WIND ZONES 1 THRU 3 7d N 4 p N 1- 1'Ia'n. FOR tl RESPECTIVELY SH7.LL 8E LEFT TOGETHER W/ANCHORS AT THE TIME .C"i WIND ZONE--� I STORM BARS ARE REMOVED.(SEE DET.A). w a H 1-3 t a I I WMIOR Min. 1 z u I 2 ANCHORS*PER VI SEPARATION TO I �o n I I O u STORM BAR CONNECTION. Z GLASS o 2'Min. FOR D ¢W p(SEE SCHEDULES ONI' A �'o VAND ZONE- I I' B�DI'f0 �(Typ SEE TAroBLPEQ BpTTOSMH;T 23 It SHEETS 15& 16) I�_ w 4 I � g y (2)3/8.0 CALK-IN ANCHORS OR WEIU (2) 1/4.0 SOLID-SET ANCHORS OR SEPARA�SN TD I i (2)3/8.0 KWAK BOLT TZ EXPAYSIOtI 1 --4' K 1 I I D rd°c� EtEE ers SCHEDULES AA14CHORS OR 1. (2)5/1tSb TAPC0.7 XL ANCHORS ' li I BEM EXISTING—=� 1• I� fMOR II I I GLASS p I I 2' 1u 2.112•x7/8'x0'-5•(6063-T6 ALLOY) EXISTING—11 '1 2• ALUMINUM ANGLE EA. SIDE W/ GLASS p I I S1 S1 `- (2) 1/4'0-14x3/4'B11 LDEX TEK It I I (1YP.10P/BOTIOM)n MR TOP/wROV) 5' SCREWS TO SBOTT BAR V It a I I� (Typ.TOP & BOTTOM) n ® ' I ® 1 n p e e SECTION S1-S1 (TTP.TOP/Boc A (RP,TOP U) II I I 2'1/1'6-/ 4 Min. It ' POURED CONCRETE /MIN. F-0411"ED, 1' (F'c-3 ksi 5•min. 1 1/2•x1 15/16.0 TAPCO S ALUM. (' ) ANC1E W/5/16'o TAPCONS XL W/ THICK REQUIRED 5/16'0 TAPCONS XL W/ 2 1/4'Min. EMBEDMENT O 24'o.c. 2 1/4'Min.EMBgN004 ' 7 EDGE OF SLAB POURED COxCREfE LEDGE OF SLAB WALL MOU f ``ll ... wT '5-.- Pc-3 i IF APPLICABLE ` ••vC s•�'•;�9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zonc) ff APPLICABLE �•xin,tKKx Reo'0 i/2'Min. E.0 1/2'Alin. ED_-i--FOR 3/8'0 CALK-RA ANCHORS *t•• •44167 0=7 110ECO NO. • ��Or L--3'Min.ED. 3'Min. E.D. I FOR 1/4.0 SOUO-SET ANCHORS 1 - Nautilus Min. E.D. in. ED.---y--FOR 3/80 KWK BAT TZ DPXWON ANCHORS �-tt L * � ` p/� Rolling ShutferSyslem 09/24/17 Min. E.D. -3' 1/8•Min.ED+--{--FOR 5/1fi o TAPCCN XL ANCHORS "gyp'. ___ �L G M 0 INH. OArz .4�'S, (L�`��• TIWT TESTING h ENGINEEM140 CONPANT EXPERT SHUTTER SERVICES INC. Fp ' 114 wss imr' (snM7a law.r�cvYA(w)nl-'lani+u'ef 1626 S.W.MLIUCAE STREET FORE ST LULYE FL]4084 17-246 FLOOR TO CEILING I TRAPPED AND WALL MOUNTING:STORM BAR n S� NAL EN�'�tt''' `"®LT�c719 (lap)749-9690.rM 1r Tx)1171-0= SECTIONS V WALTER A TUR Jr.P.E. 5Cb1E:3 t6'-t' P.E.s`E�/S(d TURE/DATE XOR'-0A Lt..B 44167 m.rm1 p` SHM 9 Or 26 Vin. E.D. " Min. ED. OR(1) 3/4'4 KYAK SOLT TZ EXPANSION 2• ANCHORS®END AND INTERIOR MULLIONS1 1/2' 3" 1 1/2 ©e'®(ORIENTATION gt)AND END MULLIONS©&01 (ORIENTATION Q2) -�- 3' - 3" FOR (2)3/4.0 KWIK BOLT TZ EX ANSION G �- Min. E.D. Min. E.D. ANCHORS O INTERIOR MULLION .� (ORIENTATION J2). G EDGE OU� 1 1 un T? r�PLO1FSlASEAS EXIT OR ' ' ' ' ' ' EXITlm 6' (6061-T6 ALLOY) 1 Alum.MCLS EA SIDE W/, 3z3x1/2'x0'-4' (2)3/4'0 U BOLTS (6061-T6 ALLOY)Alum. TO AIUWON G& POURED CONCRETE 0 1 ANGLE EA. SIDE W/(2) (1) 3/4'0 & BOLT TZ (r0 = 3 fest Min.) G 3" 3/4-0 THRU BOLTS TO 1 1/2' EXPANSION ANCHOR 8'Min.THICK REO'D. y fdULI30N�&(1)3/4'0 W/6'Min. EMBEDMENT n -Ed.--I--EQ. ' Kv11K BOLT TZ EXPANSION 1 1/2' TO POURED CONCRETE I ANCHOR W/ 6'Min. (Typ.TOP & BOTTOM) EMBEDMENT TO POURED -6" q I I CONCRRETE (Typ. TOP& 4' BOTTO Gcam"G'nii I SECTION X1-X1 W/CG) * ALTERNATIVE SECTION X1-X1 W/(G)* n 1� (END & INTERIOR MULLION) (END §; INTERIOR ULLION oN ~n ftin' I G OR Gi J ORIENTATION T_2 5 I Q (W/ ORIENTATION 4 I) (6"X4") (4"x6 j 1 1/2' 1 1/2' 1 1/2' 1 1/2" 3'z3'x1/2"x0'-4' g- g• N ii I I (6061-T6 ALLOY) r2' Alum.ANGLE E0. SIDE W/ I I EXtT�IOR (2) 3/40 TN U BOLTS 3' 3" 3' ao ti0 MULLION G & ® R I I ® (1) 3/4'0 KWWK BOLT TZ G1 G1 EXPANSION ANCHOR G 0/8 Or u I ' Q/8 or W/ 6'Min. EMBEDMENT TO i i q• EXTERIOR N � POURED CONCRETE(Typ. 4'EXttFiOR z o R/8 or I, R/8 or Toa &Borrad) R'/8 n I R'/8 G 1 B'EXTERIOR I "'IT 1 1/20 N I 1 I/2' ® n ® • 44 - s' X1 tI 1 1/2' Z3.3*0/2�x()'-B"(6061-T6 ALLOY) 3'x3'x1/2"x0'-8'(6061-T6 ALLOY) MR TOP/110TPDU)c I QYP.TOP/Batiou) Alum.ANGLE EA SIDE W/ 2)3/4'0 Alum.ANGLE Ex SIDE W/ 2) 3/4'G 0 i THRU BOLTS TO MULLION Gt & (2) EQ. EQ, 1 L/2' THRU BOLTS TO I%UE0X G & (1) �- 3/4'0 KWiK BOLT T2 EXPANSION It ' ANCHOR V/ 6'Min. EXPANSION ANCHOR Y!/6'Min. EMBEDMENT TO ANCHOR Y//6'Min. EMBEDMENT TO 11 ® 3. (Typ.POURED CONCRETE(Typ. TOP dr POURED CONCRETE(Typ.TOP SECTION X1-X1 W/ BOTTOM) ` POURED CONCRETE END MULLION ONLY .(INTERIOR MULLION ONLY (rc = 3 W Mia.) (END & INTERIOR MULLION) rl 1 fl 8'M;n.THICK REO'D, (W/ ORIENTATION # 1) ALTERNATIVES SECTION X1-X1 W/ EDGE OF SLAB /1 I 1 I I t ♦ EDGE OF SLAB APPLICABLE L t� IIF APPLICABLE (8"x4°) (W!/ ORIENTATION # 2) FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION (4"XB") Min. E.D. "Iln. E.D. ANCHORS 0 INTERIOR MULLION® •'" (ORIENTATION #2). �T' 1RA41r AND BOX NOT SHOWN FOR CLARITY Min. E.D. -- _ Min. E.D. -FOR (1) 3/4.0 KYAK BOLT TZ EXPANSION ♦1♦I, .a FLORIDA BUILDING CODE on a h Velocity ) ANCHORS O END AND INTERIOR MULLIONS CE (W 9 y Hurricane Zone ©&®(ORI ATION #1 & #2)AND ♦ 02017 TLECO Me. • al'twl fne END MULLION q(ORIENTATION 92) *t'•NO 441 ' ' - Nautilus FLOOR TO CEILING ITRAPPED MOUNTING:MULLIONS nOR 7t •O `, RoRtegSLuttorSyatem OV24/17 SECTIONS W-1 .0�{ ��. E C O'ime, ♦ n �• ,Q. : YILLIT TESTING 4 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. `a�•'' Or7l A�.•�a'�i 11,♦ aiv xr w 'canMr+�"-,%gym.Wr'n'aPo ,ii,sura 'PoFff1626 S.W.wcr-n-810u=]a9B�t 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* �s�p "' " �`�,L1` `~A 0-0006719 00 �'T(�1 749 EVf'm*�1-a be SCALE:1/6'6 1' P.E:4�aO), jywgTNR/DATENOVWALTM A 7¢l Jr.PX- rao�o ua m'.w urt l.k./44107 m,s-m SNi1T 10 OT 20 Wn. ED, Ain. ED. (4)ANCHORS 3-x3-xl/2-x0'-4- 2• r(SEE SCHEDULE®1 SEE SCHEDULE fl)-1 (SEE SCHEDULE pl) (6061-T6 ALLOY) OSEE UA7 M@(IMOR)&CI (END&INTERIOR)TRAPPED MOUNTED UUU.IONS EDGE OF SLAB EDGE OF SLAB 3' Alum.ANGLE EA. SPAN COVERED BY SCHEDULE IV FCR 61STW ION OM fa&11 ON SHEET O IF WUCABLE'1 ApF(M7.$LE SIDE W/(2) 1/2'C 3� L5, \ \ I 1 TTHRU BOLTS O MULLION® (LDlM LOAD.UUWON SPACNG AND SPAN SSTALIAIION): i 1 TS41LlOI0L CASE[ -RESIDENTIAL ASiQ COIOAF[iCAI.APPUCALIONS WITH 360.8 D(TERIOR Ps•f.WWMUU A.S.D.DESIGN PRESSURE PALING; 1 1 12'-0•KWAWY UULLION SPACL-- 3• LPOURED CONCRETE 3-x3-xl/4-xO'-8' I 1 SEE SONEOULES pi&j2 FOR ADDITIONAL SPECS. 6 (1-C-3 kST Min.). (S6061-T6 ALL u SEE SCHEDULE#I. ALYm.ANGLE EA. SLOE ' 1 1/2• G) 8'Ei((ERiOR WWWM CIX la-RESDDM&MID COUMMIX APP1M'NX4 W/f60.8 W. II W/(2) 1/2.0 THRUbra U MUM A.S.D.DESIM PRESSURE RATING,8'-O' B BOLTS TO MULLION© 1 1/2' WIKNUU NUWON SPACUlG. 6. SEE SOSUI S(ii&12 FOR ADOIDOWL SPECS. GLASS LCSTt)!G 01 I ALTERNATIVE SECTION X1-X1 W/n* 18WLW DLg 11-COMMERCIAL APPUCADON FOR t1OO.0 pd.VAAUUU ASD. 0 i. 1 1/r CE4GN PRESSLRE RAZING,8'-0'WXUUM UIJUJOH Z ~i w.. GOR G1 (4 x6" INiER[OR MULLION ONLY W/ ORIENTATION # 2) 1 1/2' SPACNG.SEE SCHEanES/1&p2 FOR AMMIAL SPECS. N 11 2)ANCHORS r i 3•xs•xt/4-x0'-B• 1 j�-6•--�j 1 (SEE SCHEDULE 12) 2' 2' - Ci a (6061-T6 Aw i ALTERNATIVE SECTION X1-X1 W/ y 0 Alum.AIlGLE E SIDE 3. E^ a Y!/(2) 1/2•0 THRU o n BOLTS TO rWWON® 4"x8" INTERIOR AND END MULLION W ORIENTATION # 1 a- a= ® a ® G 1 i 4- SCHEDULE /1 y,w Q/$ Or ' Ft Q/8 or 1 I WERIOR WIN.SLABF1/2-0 ANCHOR TYPE&SIZE(TTP.70P&BOTTOM) DISTANCE FOR / R/8 or (4)ANCHORS INsr�ArA SES ON IEMBEAHCHoa o N R 8 or i. aEo'D. ANexoa W Rr/8 tl Rr/$ (S�SCHEDULE p1) '' 1 t HILn INC HUS-H SCREW&3/e•0 POWER FASTENER `� sr ` T ^e 1 t/2• -COLT ANCHOR FOR©&0(INTERIOR)MULLIONS 2+/2' 5 1/r ' ENTATK14/2. B• � HIM IVC HUS-H SCR &1/2'0POWER FASTQtFRALTERNATIVE SECTION X1-X1 W/lu V -COLT ANCHOR FOR EWO(END&INTER,DR)1AUU1oti 7• 6' TNTASION/1. a ® (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1/2-0 HILn INC KWrK BOLT TZ 010.Y FOR @)&®INTERIOR (ttP.TCP/LOtstU)n (iY,�.TOP/E4TTG11) - UWONS W/0RIEWAMON 02)&0(END MULLION W/ 21/2- 5 1/2' K Rk?RAnot p+)• N I 3•x3•xl/4'a0'--8- 4• 1/2.0 wt 1 INC HUS-H SCR�F�1WV 1-1 4 POKER FASTEIIEA 0 (6061-T6 ALLOY)Alum. WEDGE-EOLT ANCHOR FORI,J&,Q(D OR MRQtIOR 3• 6' n 3. ANGLE EA SIDE W/(2 --- -- 1 N)W/ORIENTATIONS I OR/2. G 1- I 1/2*0 BOLTS TO ® 1/2-0 HIM INC KWIK BOLT TZ ONL FOR 0&®RtiF7UOR ZINSW/ ORIENTATION p2)& (END uuU70N w/ b i/s• 7 T/r aIEWAncH/t). �HEE)GE OF SLAB (�`) 6'8•E)OFAIDR II 6' NT EH EOLINC ANCHOR Sr -NOR ON-0 POWER FASTEIIER s. 6. EDGE OF SLA3� fdin. E.O. J Min. E.D. �JItF APPLICABLE H OR?25.VAUD NS�002. HHTERIOR UUWONS 0& IF APPUCAEIEf�""(SEE SCHEDULE#1). (SEE SCHEDULE pt)-1 4)ANCHORS —[t POURED=NCRc-TE SEE SCHEDULE 01) a ------ 1- SCHEDULE f2 (rc=3 W Ulm), SEE SCHEDULE 01. INSTALLATION um'sAB YIN.ANCHOR �'EDGE 1 1/2•-.� 4' 3' CASES THICKNESS ANCHOR TYPE&SIZE(TTP.TOP&BOiTOU) EYSECUEW DISTANCE ALTERNATIVE SECTION X1-X1 W/..G- * aEDro' AHCHOR FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS n OR( •' —"'•• t r■tY H 4- 9WE6DGE BLnT ANCHO5�H SCREW&5/e'a POWER FASTENER 2 1/2' 7 1/z' SECTIONS w1 (4"x8" INTERIOR AND END MULLION ONLY,r ) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zorn) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION�` NoNautilus r• 02°"nLiE`° HD °RA"'e" ' .44167 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS RaIDagShuflerSyslem 09/24/17 DATE SCALE 1/8•- I- \ a Ir 4\: TIW7 TESTING A'ENGINTTRINa COYPINY EXPERT SHUTTER SERVICES INC. U!" 1626 S.W.BILTMORE STREET PORI Sr.LUCE,FL 71981 _ \\ rw+:(msMIH-lam.rn.(ramn•HSTH 17-'1.44 * SIDE RAIL @ AND BOX NOT -�ats' ••••'6� Lt\1 '"DEB- w.. uL`OM67119 Pr(em)749-90w.roc:mn en-assn SHOWN FOR CLARITY , ' �s�jL DATE wMORCIA L1c11Tp il1B7L ��" oa.wr. r� SHEET IGACF26 EDGE.IF APPLICABLE 2"xMUWON DEPTHxl/6'Cont. ALUM.TUBE (TOP &BOTTOM) W/ 1/4'0x3/4'HW aUILOIX TEK SCREWS 7 3/4' \ 5/16'0 TAPCONS XL W/2 1/a' W/1"O.D..0.060'GALVANIZED STEEL MIN.E.D. 2 1/6' \ Min. EMBEDMENT 0 24' o.c. WASHER 0 24'o.c. Min. EQ I N 1 EDGE IF APPLICABLE� i r � T \ / I 4' EDGE IF APPLICABLE CONTINUOUS POURED \ 7 3/4' Min. E.D. 2. 1 7" CONCREtE(rc 3 Im IWA-) 2'\ 7 3/4'Min. E.D. 2' 8"fin.TFLCK REQ'D. I 2" 2 END CAP 2' \ 1 �f POURED CONCRETE 7 3/a' I (f'c - 3 ksi I in.) \ R POURED CONCRETE 0.� Min. E.D. E0. EO. I 8' Min. THICK REO'D. (f'c = 3 ksi Min.) 4'DfiERIOR 2 \\\ \\\ \+ 4• I 8" Min. THICK REO'D. @OR G1 rt I 2" GOR G12' 4. GOR© z N ® Y I ® 7 3/4'111n. E. 2" Q/8 or I Q/8 or 7 3/a^Min. E. 2 , a•.a^x3/a^ R/8 or a R/8 or } __ y 4•x4•x3/8•(6061—T6 ALLOY) (6061—T6 ALLOY) �N R•/8 e I R�/8 T um.ANGLE EA SIDE. EDGE IF APPLICABLE! Aium.ANGLE EA. SIDE. C - EDGE IF APPLICABLE./ ALSO INSTALLED TRAPPED MAY BED SECTION X2-X2 W/Q OR CG�* ALTERNATIVE SECTION X2-X2 W/(GO OR �� Gtrss u I I PER SECTION R'—R' ON SHEET 8.) (END & INTERIOR MULLION) (END INTERIOR MULLION) I I (W/ ORIENTATION a 21 s�! 1/16"\ \ 1 jW/ ORIENTATION # 1) (4`4" or 4'xB") Min. ED '! (_1 1/2"x1 1/2"x0.062"xCONT. ALUM. (6"x4" or 8"X4") F ANGLE W/ 1/4"0x3/4" nVI BUILDEX MIN.E4D.1 1'EK SCREWS ® 24" o.c. TO TUBE. I 1 1/2' 14— w SIDE RAIL 0 NOT SHOWN FOR CLARITY y CONTINUOUS POURED CONCRETE(Cc=3 Ig min.) 8"Min.THICK REO'D. \ I ! I v X2 I(hP.T�/6JTTQU) 1 1/2" 1 mp'Top/eamu) 7 3/4" 4•.4x3/8-xO'-10'(6061—T6 ALLOY)Atum.ANGLE (��A•Y/((��; MIN. E.O. EO EO EA,SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION �'' (.. . C • & (2)3/4"0 KWIK BOLT 7Z EXPANSION ANCHOR 441 ;•'�• \J�t`p�•'•. ? FLORIDA BUILDING.CODE(Non High Velocity Hurricane Zone) W/5' Min. EMBEDMENT TO POURED CONCRETE :; ' - 02017 TILTECo.INC. EDGE IF APPLICABLE-" WALL. (TYP.TOP&BOTTOM). N0,44167 4NdiIl�lltiS T;xAL.C.LC Ra ingShnHerSysfem Ce/24//7 WALL MOUNTING:MULLIONS (G-)OR CGS IrT(. E C O TNc. wre POURED CONCRETE WALL ` 4F�� TIWT TEST NG G ENCINECR NO CouPANv EXPERT SHUTTER SERVICES INC. SECTION W-2 Z DA •�{� ��allwllt� %""fJ�m7T1'fwF'UwiX7 yss,ea 1626 S.W.B,LI1ICRE STREET 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION "- p' 6, a- 00067 -00067 94com PORT�•wf saes auWuw Ito s/ • • ,! poom(000 748-9000.FAC 071-mso II JL— WALTER 0.TIUf(Jr.RE °117 SCALE. 1/8'a 1' P.E E/OATE n0la0n ITC.i 44167 mmn-mf n4Fn F. sxttr li oF2e 1/4"0x3/4'ITW SUILDEX TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE 2"xMULUON DEPTHx1/8'Cont. W/ t'0.0.x0.060'GALVANIZED STEEL ALUM.TUBE (TOP& 80TT01d) W/ WASHER D 24"o.a �,Ml k\ 2 \ \ EDGE IF APPUCABLE 7 1/2" . E.D. Y 5/16"0 TAPCONS XL W/2 1/4" _—�— _ 7 1/2' Min.ED M;n. EMBEDMENT®24" o.c. MIN. E.D. .1" \ 7 1/2" Min. E.D. 2- 2" - 1' 1 POURED CONCRETE I ( POURED CONCRETE 6 Q 3 ksi Min.) 3 1/2' I \ / (f'c = 3 ksi Min.) 6" Min. THICKNESS F�(IEIaOR 6" Min. THICKNESS 4"EXfE�OR REQ'D. 1 1 Ja' I REO'D. 2' �� 2' G t G ORlLi 11 7 1/2' CONTINUOUS POURED iEO,EO. I END CAP 7 1 2 Min. 1- 4" r4"x4*0/4" w CONCRETE(rc-3 ki Ifin.) I /" 2" 7 1/2-Min, ED. 2' Llin. E.D. 6"Min'THIMIESS \ 4' + __ 6061-T6z REO'D. I 4'x4"0if4" 1 � ( ALLOt�jI __ , ((6061-T6 LE EA. ,T GLE EA. SLOE 'G OR G� EDGE IF APPLICABLE Atum.ANGLE EA'SIDE "EDGE IF AppLlCpglE./ a N n I i DMPIOR ALTERNATIVE SECTION X2-X2 W/n OR�:* ALTERNATIVE SECTION X2-X2 W/ CGS* INTERIOR MULLION) (END &.INTERIOR MULLIONS) O a nI ® 41 ORIENTATION 2) (W/ ORIENTATION A 1) 0/8 or 2 I I Q/8 or (4"X6" or 4"x8") (8"X4") R/8 or n I R/8 or Nr d I I R/8 x R'/8 QSEE MAXIMUMG�(INTERIOR) &©{END & INTERIOR} WALL o v�si MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR (HALL MOUNTED SHOWN, MAY INSTALLATION CASES V & IL' ON SHEET 25 Islasr�tG Ij-M^ I /--@BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): CLASS _41 I I MOUNTED PER SECTION R'-R' � u i I I ON SHEET 8.) INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH x60.8 p.s.f. Min.E.0 1y 1 1/2.0 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE i/2' �c ANGLE W/ 1/4"4x3/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION MIN.E0. �\I TEK SCREWS 0 24" o.c. TO TUBE. SPACING. VAUD FOR CONNECTION TO i 1 1/4. CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. 1 3 1/2.6` X2 � X2 INSTALLATION CASE If - COMMERCIAL APPLICATION FOR 1100.0 tri/ 1 1 1/a" (rm rL1P/6oTr(ut) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" t t/a• MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO /4 j CO MMJWS POURED 4 �— CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. 7 1 2" \-4"x4'xi 'x0'-6"(6061-T6 ALLOY)Alum.ANGLE MIN. E.D. CONCRETE(rc=3-0,-- _EQ- EA.SIDE W/(2) 1/2'0 THRU BOLTS TO MULLION Lyn) 6"On.THICKNESS &(2) 1/2.0 KWIK BOLT TZ EXPANSION ANCHOR '�" �REdD, \ W/3 1/4" Min. EMBEDMENT TO POURED CONCRETE 1, '(`�A•TI SIDE RAIL QD NOT SHOWN FOR CLARITY WALL (TYP.TOP& BOTTOM). '�•(+" EDGE ff APPLICABLE �.T, `:''''CiulS•''''•7": FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS n OR ,� t 02017 TILTEOO INC. • Lweatl er. POURED CONCRETE WALL , 4416T Nautilus L e SECTION W-2 RoMyShuKerSyatem W24/17 * •• H� 11� row.IL91'E 1370 C.Io O(1C�3IMc-f.y EXPERT SHUTTER SERVICES INC.0END&INTERIOR WALL MOUNTED MULLION INSTALLATION �R 1626&W LUCF_RE STREET 17-244 APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS O��S '"""��°\Pi ILI a maEB4lt'0067718Lcam Po��'wM : X984 pWt1m10 Ib PxONC R1W)749-9038.FM:(712)xr1-034a W&TERA Jr.PL a,r o.a cs.w SCALE 1/8'=1' ' &,aj;jfJ TURE/DATE HDRaTxIRµA Ji t67 .V" . BNEE71IAOF 26 3 s 4" Min. E.D. ' Min. E.D. OR (1) 3/4.0 KWiK BOLTEXPANSION 2• ANCHORS®ENO MULLION� 3"x3'x1/2'x0'-4' (ORIENTATIONS #1 & 02). (6061-76 ALLOY)Num. 1 1 2' FOR (2) 3/4.0 KWIK BOLT TZ EXPANSION 3 4ANGLE E0. SIDE TS O Min. E.G. Min.ED. ANCHORS 0 INIERIOR MULLION MULU TSU, BOLTS TO 1 1/2• (ORIENTATION 92). ® KIIAK 8 riA&(1) 3/4.0 Kl"!IK BOL TZ EXPANSION I I / IF APPLICABLE I 1 EDGE OF 5119 r i -, EOCE OF SLAB ANCHOR NT O Min. IF 1 t/ EMBEDMENT 70 POURED �yl .I APPLIfIBLE CONCRETE(Typ.TOP& BOTTOM) GZ 7' EXTERIOR POURED CONCRETE B L ^ . (T c - 3 Iasi Min.) p 3• 8'Min.THICK'REO'O. B n _ N n I 3 n d EXISTING I 4' w GLASS n I" L SECTION X3-X3 W/ ,?? �Min. ° G2 (END MULLION ONLY 5� ° I EXTERIOR 1 1/2' 4- 1 1/2 (W/ ORIENTATION: 1) 1 1/2' 4, d y N u I I (7"x4°) 2 N B i 3" y 3' W= Q,/8 a Q,/8 5Eo n a' EXTERIOR a' EXTETBOR 1 I/2' —� 11/2- 3 23 1/2' ' (TIP.TORAMIT00ii I (i1P.ICP/BORMI) /r'"x1-/2"xO'-7'1= (6061-T6 ALLOY) 3-x3`x//2-x0'-7?(6061-T6 ALLOY) EO. Num.ANGLE FA SIDE W/^(2) 3/4•o Num.ANGLE EA. SIDE W/.j2) 3/4"o II E0. � THRU BOLTS TO MULLION W& THRU BOLTS TO MULLION�7& II I POURED CONCRETE (1) 3/4.0 WK BOLT TZ EXPANSION (2) 3/4"o KV/IK BOLT TZ rXPANSION d 3' (}'c - 3 ksi Min.) ANCHOR W/6'Min. EMBEDMENT TO ANCHOR 11/ 6')Ain. EMBEDMENT TO It 1. 8" Min.THICK REO'D. POURED CONCRETE(Typ.TOP& POURED CONCRETE(Typ. TOP& BOTTOM) BOTTOM) (END MULLION ONY) (INTERIOR MULLION ONLY) EDGE OF SU,B' II i / EDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/ G? g IF APPLICABLE `ff LE APPLtrs9LE (W/ 21 (4-01ORIENTATION r FOR (2) 3/4'0 KWIK BOLT TZ E ANSION •�...." Felin. E.G. Min. ED. ANCHORS O INTERIOR MULLION A•T t (ORILTRATION gz). •,,�'=`'�+� �Vr✓ CLARIRTY. DQ AND BOX NOT SHOWN FOR Min, 1- 9" Min. E.D. FOR (1) 3/4.0 KWIK BOLT]Z EXPANSION MULLION ANCHORS®END MULLION _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zara) (ORIENTATIONS #1 & g2). i• NO.44151 _ * 02017 TILTECO INt Nautilus t in. FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? * �-'� RogingShuKerSystem CO/24/17 SECTION W-3 IIL1�C O aTE% eEXPERT SHUTTER SERVICES . 0� \11111` ' ��uU�cof.o(u-MAa 1625 S.W.T. Bm.n STREE7 117arWG w END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' ;, �NAl. ,,1 Ell- ��'IllLE. 34984 i '+/ ` I1 Rat(eW)7.9-9070.1u:Tn9)d7i-0990 SCALE: 118"a 1' W.LLTFA A Taus Z.PL Y / P.E.SEN./St NATURE/DATE TLOROA Uc /44107 m n-rn 5x0.7 12 Oiffi 6 O SEE MAXIMUM©(INTERIOR)'TRAPPED MOUNTED'MULLIONS SPAN Min. E.D. Min. E.D. COVERED BY SCHEDULE 1.b' FOR INSTALLATION CASES I, Ia & IT EDGE OF SLAB(—(SEE SCHEDULE gt) SEE SCHEDULE 81)–I.. SLAB ON SHEET 25. IF APPL02LE rIF/�'L�E (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): . ' INSIAIJANON CASE I — RESIDENTIAL AND.COMMERCIAL APPLICATIONS WITH 160.8 p.s.f. MAXIMUM A.S.D. DESIGN 11 3'x3'xt/4'x1'-7' t"' i' PRESSURE RATING, 12'-0" MAXIMUM A 3' POURED CONCRETE (6061—T6 ALLOY) "'-5'—I'-- MULLION SPACING. II (1'c= 3 ksi Inn.), Num.ANGLE EA.SIDE n SEE SCHEDULE #1 FOR ADDITIONAL SPECS. II SEE SCHEDULE 61. V/ (2) 1/2.0 THRu n BOLTS TO MULUON 3' u I INSTALLATION CASE to — RESIDENTIAL AND COMMERCIAL APPLICATION }} W/ 160.8 p.s.f. MAXIMUM A.S.D. DESIGN ExISnNG--'1I 2" EMOR PRESSURE RATING, 8'-0" MAXIMUM MULLION GLASSa SPACING. n 1" G3 1 1/2' SEE SCHEDULE #1 FOR ADDITIONAL SPECS. 1 1/2' o n GS MAlIAMON CASE II — COMMERCIAL APPLICATION FOR *100.0, p.s.f. Min. i=., Il /; �•EXIEAIOR (4)ANCHORS--/ MAXIMUM A.S.D. DESIGN PRESSURE RATING, ro a (SEE SCHEDULE FI) 8'-0" MAXIMUM MULLION SPACING. SEE zF s SCHEDULE #1 FOR ADDITIONAL SPECS. N Z of ® ALTERNATIVE SECTION X3-X3 W/ a e Q-/8 Q'/8 u. ORIENTATION 2j SCHEDULE #1 u (2"x7" INTERIOR MULLION ONLY) 1�tl n INSTALLATION MIN.SLAB ANCHOR TYPE do SIZE MIN. ANCHOR 'MIN. EDGE y n THICKNESS DISTANCE FOR zv� 0 CASES REO'D. (TYP. TOP It BOTTOM) EMBEDMENT ANCHOR SIDE RAIL®AND.BOX NOT SHOWN 3/8"0 HILT INC HUS—H my u j FOR CLARITY. 3/SCREW. m'POWER FASTENER I 4" 2 1/2• 5 1/2' WEDGE— BOLT ANCHOR X3 ° i (M.TOP/gooU)" I OP.To/80mm) a' Boir RILn INC KWIK 2 1/2' 5 1/2- k 1/2`0 HILT INC KWIK 9 ('OARED CONCRETE BOLT TZ 3 1/4' 7 1/2` 3 ksi Em.). - - 9 1' SEE SCHEDULE g1.' EDGE OF SLAB I*AGE Or SLAB I.APPLICABLE IF APPUCABLEJ Min. E.D. Min. E.D. - —(SEE SCHEDULE#i) `(SEE SCHEDULE g1) FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS(G-3) ........T/ SECTION W-3 ,00 ,,,,,,, ,51 Q`,r•' •.,,✓�) F10RIDA BUILDING CODE(Non High Velocity Hurricane Zone) = 02017 1nTECO INC • �*7 ee No.44167 = Nautilus INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * �'; 5 RoLingSbMHorSys[am �xs/Is '1 IL ECO� OATC 11LLIT TESTINO a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ••• r �' \\\ ° "FKn (7q�Mrn'i-''faro,ren.�( liitu,[e 1826 S.W.BILTNORE STREET 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS _oapp .,,. � ma®_��67Oaol<am PORE ST.LUCE'Fl x981 P (80a)719-9658.7A7:(771)871-MO DRAWING No SCALE 1/8- 1- •••• a+. maav o.a rv. urs I ��d 10 WALTER A.18317.T.P.E. P_ 'i 7+^'/PATE FLORnx L4.i 44167 .6 wo,a-o:, �� sxEE712�oras EDGE�IF APPUCABLE 2'%MUWON DE1THxt/8'Cont. F77777 \ ALUM. TUBE (TOP F1 BOTTOM) Y!! '0x3/4"111V BUILDEX TEX SCRe SS - 5/76'0 TAPCONS ,CL W 1/4 /2 1/4 V!/ 1'0.0.x0.060"GALVANIZED STEEL 2 1/6' Min. EMBEDMENT 0 24"o,c. WASHER 0 24"c.c. 7 3/4' Arm.ED 1 Ix MIN. E.D. t° - EDGE IF APPLICABLE� 1 I _ f 1 - 7 3/4"Mtn. E.D. \ G2 �- ' \ 2. CONTCIUOUS POURED 10' 7' COtTCREFE{Fc.=3 t6i RGI.). POURED CONCRETE 8"Min 1I�TCK REO'0. (F'c = 3 ksi Min.). \ 4" F)RF7ilOR . 8" Min. THICK REO'D. =END CAP 7 3/4•. 2• w NOTCH WEB Min. E.D. EO.—EO. ,j I \\ (TYP.\TOP/BOTTOM) 4, ( 2, o w ��\\��1.\ ��. I 7 3/4"L in. E.o. 4'x4-x3/8'(6061-T6 ALLOY) �win., -Alum.ANGLE EA SIDE. ' V �`— �N ¢ (WALL MOUNTED SHOWN, MAY 8E MSINQ U ALSO INSTALLED TRAPPED MOUNTED EDGE IF AP LE PER SECTION 0'-0' ON SHEET 8.) G2 u MOR SECTION X4—X4 W/ G? Nw (END & INTERIOR MULLION) zw u04/ ORIENTATION 2) Q78 - (4"x7") 7/16" g� Min, E.o \ 1' 1 1/2'x1 1/2'xD.062"xCONT. ALUM. • SIDE RAIL NOT SHOWN FOR CLARITY 7 3/4' ANGLE W/ 1/4"0x3/4° ITY1 BUILDER MIN, E.D. \ TEK SCREWS 0 24" o.c. TO TUBE. i 1 1/2- 7" CONTINUOUS POUJW') CONCRETE(1'c- 10" 8-Min.THICK RE X4 I X4 (TR.-IWMV4 1 1/2- i ,/2- (IYP.w1somi) . 7 3/4•. MIN. E.D. 4'x4"x3/8-x0'-10'(6061-T6 ALLOY)Alum. ANGLE ,�' `4 . .....•., EO EQ E•, SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION +��Q••.`•'••GENS FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone;) ` \ \\ \�� 4• &(2) 3/470 KWIK BOLT TZ EXPANSION ANCHOR , W/5'Min. EMBEDMENT TO POURED CONCRETE S 02017 TILTECO INC. aura or EDGE IF.APPLICABLE-/ WALL(TYP.TOP k BOTTOM). 0.4416 '• -- Nautilus WALL MOUNTING:MULLION 7? * ` RoIIingSh7f[TorSgatsm m A p� �01Nc, DATE POURED CONCRETE WALL '�� +� T7LLIT TESnNC h ENG NEERu1C COMPANY aiEXPERT SHUTTER SERVICES INC. �'C q •• \\ azo ru.,ca.sc.as xT wcw wmva n. de 1626 S.W.ErtAeoRE STREET 17-244 4 SECTION W 0 . Q 1 �\ \ P—cx wl-la».rP (]m1g_wl ��COs+•••••••••��<�-`1117 �a�ii9 PN (ePomRT7iu-o srt'Fft.(FL 209)en-owo rxuTnw w END&INTERIOR WALL MOUNTED MULLION INSTALLATION WALIER TELT Jr.P.E. u� SCALE:1/8' t' - - - P.E.5` hIG➢I'•7-1►Q!DATE 91 T7AR�OA J. !ut67 m, m e-on sxm•13 or. x6 a EDGE IF AP?LICABLE _ EDGE IF APPLICABLE 2"XLIULUON DEPTHXI/8'Cont. ALUM.TUBE(TOP& BOTTOM)W/ 1/4'ox3/4-IIW BUILDEK TEK SCREWS n16E TAPCONS XL NT A 24/2 1/4- W/t-O.DxD•06D'GALVANIZED STEEL AE-I. \ 2 WASHER 0 24-me. 4 3/8'4 3/8' Min. ED POURED Mw.ED. Cror,�U(rc 1 2- I I i DMOR 4 3/8' I 7 1/4' Min.ED. I \1\`\\\\\\\\\ � I END , 4 3/8'Min. E.D. CONTINUOUS.POURED Z ° C�CRETE(fe=3 W Aon) 0 8"Mm.THCKNESS 3 1- T REO'0. °Min. G3 EDGE IF APPLICABLE•� ° ib ° SECTION X4-X4 W/ $ n I (INTERIOR MULLION) n (YIALL MOUNTED SHOWN, MAY N EximNc i SY ORIENTATION 21 I /--@ MOUNTED ALSO INSTALLED TRAPPED m cuss —it I MOUNTED PER SECTION Q'-0' (2"0") a u ON SHEET 8.) "z ° I EXtEA1QR o w 0 SEE-MAXIMUM©(INTERIOR)-WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & R' ON SHEET 25 (LIMITED LOAD, MULUON SPACING AND Q'/8 n i Q'/g SPAN INSTALLATION): 2 1/2'\ I i t 2x1 1 2"x0.062"xCONi. ALUM. INSfAUJ�TION CASE t -APPLICARESIDETIONS WIDTHC�60 BRCIAL Min. E.D 1 L� / " / p.s.f. 4 3/8• - -'v ANGLE W/ 1/4'ox3/4" ITW BUILDER MAXIMUM A.S.D. DESIGN PRESSURE 1 TEK SCREWS 0 24' o.c. TO TUBE. RATING, 12'-0" MAXIMUM MULLION q SPACING. VAUD FOR CONNECTION TO 9 CONCRETE W/ HILTI INC HUS-H OR X4 I X4 POWER FASTENERS WEDGE-BOLT (1>?•10P/BO1f0U)3 1/2• I (Ir.1a'/emmu) ANCHORS. INSTPLLA11ON CASE W - COMMERCIAL APPLICATION FOR ±100.0 1" I p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8' T— (2) 3/8'0,M:•AK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN. E.D. ` W/2'Win.EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. \ \\\ \ \ WALL (TYP.TOP & BOTTOM). EDGE IF APPUCABLE CONTINUOUS POURED ,�•' �A•TI(( •SIDE RAIL DQ NOT SHOWN FOR CLARITY CONCRETE(t'c-3 IW Ila) 11''Q•� I:N •j- 8"Min. THICKNESS FWD. ��' •''JG S�''•.,• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING:MULLION Fa37 � • No,44167 o2a,T T<Teco+yC. I POUREDCONGRETEWALL = Nautilus L.G. SECTION W-4 ` R*ZUng3huftalrSpatwn 08724717 .�• �, IL E CO INC. DATE 0 INTERIOR WALL MOUNTED MULLION INSTALLATION * =9 :, ��`` *¢ k"" Ma nAu,�, EXPERT IBSHUTTERO E STREECES INC. •��, �`�`�� .,Ls"xu,-,sm.ry:Uw en-,v, I ART ST.wlr.FL.34984 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS '"S10NA1.��t1'� M-0 01°+s`�" "• I�o1'�— • I eT1"moo WALTER A.TILT Jr.PF. —.1 — SCALE t/B'= 1' P.E,S Sf3iU(t E/DATE FLORIDA ue./u167 m,w, •n, �. sxlxt I1%OF2i s 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"(fl)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 12" BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT.SUP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.fj:THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN'Vfi 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,11Z.8'OR 7),AND DETERMINE MAXIMUM MULLI N SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(©,GG , &8),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A,12,12A,13 813A FOR REQUIRED MULLION CONNECTION DETAILS AT • L OWI GDEFINITION FOR SLAT SPAN SHAFOR A LL LL BE CONSIDERED:DING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILINGCONCRETE FOR A GIVEN MULLION TYPE RAP a LL MOUNTINGS OF MULLIONS INTO FO LMA%: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 Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&28 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.,12',8'OR T),AND DETERMINE MAXIMUM MULLLIION PAIN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W1 ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN( G ly&0), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM S.SEE SHEETS 10,10A,11.11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILINNG[[RAS PED` R VIALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE C, ). 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 STORM BAR SPACING. WOOD FRAME STRUCTURES. d......, 11 Fit A.71(vT vZEN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) r too.44167 °1017 mTEEa INC. Nautilus Ro ing ShaftarSpstam °7/14/17 C O INC, DOE EXPERT SHUTTER SERVICES INC. 0 \\ 71417 TESTING d ENGINECPINO aauP�N7 .'� .(�U K11)1;•! ,\\ nu N imm1�1'-Ism. Afxa�Mia1v1�18e PoRT'ST.Lum FL.1 984 EET 17-244 %�nS�Q ••• ��COQ111 a "flh —0.61.rom R,aNG(sw)uv-ane.rrur:(771)e71-ovso o"WI1G N• �— Rffit10n 41167 ay.r N c. oonsml un SNRT Is�1fi P.EE/DATE SLAT PERFORMANCE CHARTS IS Ib Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.f),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART IS CHART Ib CHART Ib' CHART IC USE MIDUMW VALUE BEIW67:t1 POSITIVE MID NEGATIVE ASA.LOAD USE LIAJOuum POSBNE ASA.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5116"a TAPCON XL ANCHOR 5116"o TAPCON XL ANCHOR POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CEL.CO•ICRc-IE BLOCK MAX, MAX.SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MiN. SEPARATION TO GLASS AS.D. 'LMAX.' (FT) 'LMAX.' (FT) 'LMAX.-(Ft) MEASURED TO BACK OF SLAT(in) DESM *ESSUP1 WALL 1RAPPED BU10--OUT BUMD-OUT WAIL TRAPPED ww_OUT Bintn-w WALL YR*M SURD-aur 0� W/o STORM BARS W/STORM BARS RATING MOUNT MOUNT ua a uouNr w/d umur MOUNT w�o7BN;wE� MOUNT W/EQ MOUND' MOUNT UNr Ewe/ (PgO SEL ra1YS# SEE NOfF9# SCE NOTES* SEE Ha1E5# SEE NOro# SES NOTES# �-�" * fitE wlr5* SEE NmFs# :ei Taro# SEENUM* �E taiEs/t D SON WiND4 ONE MND ZONES%1140 ZONE 30.0 20'-D' 15'-4' 20`-O- 20'-0' 20'-0' 15'-4" 20'-O' 18'-0" 20'-0' 15'-4' 18'-0" 15'-6' 1' 14 1/2' 6' 7' 35.0 20'-0' 15'-3" 2D'-0' /8'-0' 20'-0' 15'-0" 19'-O' 16'-3' 20'-0' 15'-0' 16'-3' 14'-0• 1" 14 1/2' 6' 7" 40.0 20'-0' 15'-2' 19'-7" 16'-6' 20'-0' 14'-5' 17'-4' 14'-10- 18'-it' 14'-5' 14'-10' 12'-9' I. 14 1/2' 6- 7' 45.0 20=0' 15'-O' /6'-O" 15'-3` 20'-0' 14'-2' 16'-0' 13'-9- 17'-4' 14'-2- 13'-9" 12'-0' 1' 14 1/2* 6" 7" 50.0 20'-0' 14'-10" 16'-9' 14'-2" 19'-1' 13'-1' 14'-10' 12'-10' 16'-2' 13'-1" 12'-9' 11'-0' 1- 14 1/2- 6' 7- 55.0 20'-0' 14'-8' 15'-8" 13'-4' 17'-9' 12'-4" 13'-11' 12'-1" 15'-0' 12'-4" 12"-0' 10'-6" 1" 14 1/2* 6' 7- 60.0 19'-5" 13'-9' 14'-9' 12'-7' 16'-9' 11'-8' 13"-21 11'-5" 14'-2' 11'-8` 11'-4' 10'-0' 1' 14 1/2' 6' 1 7' 85.0 18'-4' 12'-11' 13'-11' it'-111 15'-9" 11'-0' 12'-5" 10'-11" I3'-4• 11'-0' 10'-10' 9'-6' 1" 14' 6' 1 7- 70.0 17'-4" 12'-1' 13'-3' 11'-4' 15'-0' 10'-6' 11-10' 10'-4" 12'-9' 10'-6' 10'-4' 9'-0- 1- 13 1/2* 6' 7- 75.0 16'-6' 1 V-7' 12'-7' 10'-10' 14'-3' 10-0' 11'-4" 9'-1 t' 12'-0' 10'-0" 9'-10' 8'-10" 1" 13 1/2' 6' T 80.0 15'-9' 11'-0" 12'-O" 10'-5' 13'-7` 9'-5' 10'-10" 9'-7- 1V-7' 9'-5" 9'-3" V-6" t- 13" 6' 7' 85.0 15•-O" 10'-6' 11'-7" 10'-0" 13'-0' 9'-3' 10'-5" 9'-3" 11'-2" 9'-3' 9'-O" W-3' 1' 13' 6" 7- 00.0 T4'-2' 10--1" I1-2- 9-8" 12'-6' 8'-10- 10'-1' 8'-11' 10'-9' 8'-10" W-10' W-0- 1' 12 1/2' 6- 7' 95.0 13'-5' 9'-8' 10'-9' 9'-4" 12'-0' 8'-5" 9'-9" W-7' 10'-4" 8'-5" 8'-6" 7•-9' 1' 12 1/2' 6' 7' 100.0 12'-9' 9'-4- 10'-5" 9'-1" 11'-8' 8'-4' 9'-5' 6'-4" 10'-O" W-4- 8'-3' 7--8' 1' 12' 6' 7' 105.0 12'-2' 9'-0' 10'-1" W-9" 11'-3' 6'-0" W-2" 8'-2' 9'-8' 8'-0` 8'-0" 7'-4' 1' 11 1/2'1 6' 7" 110.0 11'-7' 8'-8" 91-9' 8'76' 10'-11- 7'-10' 8'-10' 7'-it' 9'-3" T-10' T-9' 7'-2' 1- 11 1/2' 6- 7' 115.0 If-1, 6'-5' 9'-6" 8'-4' 10'-7" 7--8' 6'-8' 7--8' 9'-0- 7--8' 7'-8- 7'-0" 1' 11 1/2' 6" 7' 120.0 10•-8' 8'-1' 9'-3" 8'-2' 10'-3". T-5" er-5' 71-6" 8'-11" 7'-5" 7'-5' W-10" 1' 11' 6' 7- 125.0 f0'-2' 7--9' 9'-0' 7'-11' 10'-0' 7'-2' 81-2' 7--4- W-8' T-2" 7'-3' 6'-81 t" 11' 6- 7' 130.0 9'-10' 1 7'-6' W-9' 7'-9' 9'-9' 7'-0' 8'-0" 7--2" 8'-5" 7,-0" 7'-2' 6'-6" 1" 10 1/2' 6- 7- 135.0 W-5- T-2 8'-6" 7'-7" 9'-6' 6'-10" _ T-10- 7--1" W-2- 6'-10• 7'-0- V-5" 1" 10 1/2' S. 7- 140.0 9'-1' 6'-11' 8'-4' 7'-5" 9'-1' - T-8' 6'-11" 8'-O" - W-10" 6'-4" 1" 10 1/2' 6- 7- 145.0 W-10" 8'-2' 7'-3' W-10' - 7'-6- - 7'-10" - - - 1' t0' S. 7- 150.0 8'-6' 8'-0" 7'-2" 8'-,. - 7'-4' 7'-9" - - I. 10' 6- 7- 155.0 8'-3' 7'-10" 7'-0' 8'-3" 7'-2' 7'-7' - - - 1' 10' 1 6- 7' 7'-5' 1- 6. 7" NOTES: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ""•••. ANCHOR AN ANCHOR ASS ACINGHISDAVAILABLESFOR THE 7CORRESPONDING SLAT 1lr& 18 INDICATE THATlrr�'' R A.•T��T SPAN AND A.S.D. DESIGN PRESSURE RATING. 111�,e cE ✓ FLOWDA BUILDING CODE(Non Legh Velocity Durricone Zone) 2, REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITHmo 21 f 1 02017 TILTECO Ux. !►rau`j�uS•• o' 3/8.0 KWIK BOLT 3 ANCHOR OR 5/16'o.TAPCON XL ANCHOR, INTO NO.4416 �„ lY POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR Z ' � - RouingShvttarSyWom 09/24/17 WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. 11-3+,� 1� TILLIT TESTING c ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. � Al 11 == su w.sm.wvu uaeva,n anu 1626 S.W.82TNORE STREET 17-244 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE (CO •.,, rll••,,.•' 11 rM^ _x'-151°•r.. (Jcs>sn_tsst PORT ST.LUC1E,rt 34984 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. moEU-NO6 19 com r�s�tew>:.2-so e.r�(m)8n� aurwG Ne WALT ERA.TI111T Jr.P.E. nrt P.E. 11 ' ATE FLORIDA Ll'.(As 167 wn u,en .n SREEf 15 Or 26 MAX.ANCHOR'S SPACING SCHEDULE Vel FOR A GIVEN PRODUCT MOUNTING TYPE W/3/5"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT • SLAT SPAN RANGE DESIGN P ARE 01-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't WIGE(D %30.0 9" 9" g" 9" 9" 9. 9' >31-40 9" 9" 9" 9" 9" 9. 8" >41-60 9" 9" 9" 9" V 9" 7" 5 5/8- "11-60 9" 9" 9" 9" 9" 8' 5 5/8" 5 5/8' SLAT t NOTE >81-108 1 9' 9. 9.9" 9" 6 1/2" 5 5/8' - SPANS MAX. SLAT SPAN FOR A >106-120 9" 9' 9" 9" e' 6" - - C-D PRRESSURE RATING DESIGN GSHALL 5,121-1409' 9" 9' 8' 7" 1 6' - - NEVER EXCEED MAX. SLAT >u1-160 g" 9' 9" 7' 7' - - - SLAT SPAN DEFINITION PERFORMANCSPAN E CHART ON ON SLAT TRAPPED MOUNT SHEET 15. MM AZAL SLAT SPAN RANGE DESCH 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 CE(PA- s 30.0 9" 9" 9" 9' 9" 9" 9" - 5,31-40 9" 9" 9" 9" 9" 9" 9" >41-60 9" 9" 9" 9" 9" 9" 7 1/2- >61-80 9" 9" 9' 9" 9" 8• - >81-105 9" 9" 9" 9" 8" - >106-120 9" 9" 9' 8 1/2" 8' - - >t21-140 9" 9" 9" 7" - >141-160 9' 9" 8" 6- BUILD-OUT MOUNT SLAT SPAN RANGE PROESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-i e't > 16'-26't [FPIATWG (ps 0 E© E E E ® E� E 0 E ® E QE EQE ® E 30.0 9' 9" 9" 9" 9' 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 7 3/4' 7" 7" 5 5/81-40 9" 9" 9" 9" 9' 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 7" 7" 6" 5 5/8" 5 5/85/81-60 9" 9" 9" 9" 9" 9" 9° 9" 9" 9" 9" 9" 9" 9" 9" 7 1/2" 7 1/2" 6" 5 5/8' 5 5/8" 5 5/8 5 5/8" 5 5/8"1-60 9" 9" 9' 9" 9" 9" 9' 9" 9" 9' 9" 9" 9" 9' 7" 5 5/8" 5 5/8" S 5/8 5 5/8° 5 5/8"-103 9" 9" 9' 9" 9" 9" 9" 9" 9" e" a' 6 1/2 6 3/4" 6 3/4" 5 5/8 5 5/8 5 5/8 5 5/8 - - 6-120 9" 9' 9" 9" 9' 9" 99" 8' 6 1/2 6" 6" S S/85 5/8 5 5/8 t-t4a 9" 9" 9" 9' 9" 7 1/2 8' B" 6 1/2 B" 8' 6" 5 5/8' 5 5/8" 5 5/81-160 9" 9' 9' 8" 8' 6" 7" T 5 5/816 3/4' 6 3/4"5 5 8 5 5/8" Zt' A Q`1t1�Q.••'° •"' � FLORIDA BUILDING CODE(Non$Igh Velocity Huvicone Zone) ;••� :; : 0 2017 MLTECO INC.. Nautilus °R LC. 44167 Ro1I1ngS6nHerSysfem 08/24/17 IL ECO INC. DATE TILLIT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �� / aw Nr.:cu,st n..899,vaaaa wacNs,n a+a 1626 S.W.MTNORE STREET PORT ST.Lull-e.FL 34984 e17-z44.—a,4t0.1...ecoDRAY490 N. �,. f1/ •'�� 11 E8-60067 t9 w04'•(8W)749-90`_6.M,(772)871-0090 G7 WALTER A TRIN Jr.P.E. nT eaeo„w Ftp�S RQbATE FLORIDA Ut•P 44167 xlun SHEET 16 of la pis % MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W15/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT SLAT SPAN RANGE u�AM RZ 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't FARO RANGE(p+0 5:30.0 8" 8" 8' 8' 8' 8' 7 1/2- 5 1/2" >31-40 8' 8' 8' 8' 8" 8" 6' 4" >41-60 8" 8' 8' 8' 8" 6' 4" 3 3/4' t NOM: >st 80 8' B" 8" 8' 7' 4 1/2' 3 3/4' - MAX. SLAT SPAN FOR A >81-105 8" 6" 8° 6 1/2' 5" 3 3/4' 3 3/4" - - 1--Spm--y SHAL GIVEN A EVE DESIGN LOAD _ _ SHALL j� EXCEED MAX sto6-12o S. 8' 8' S 1/2' 4 1/2" 3 3/4' SLAT SPAN INDICATED ON >121-1<o B. 7 1/2" 6" 4 1/2 1 4' 3 3/4" SLAT PERFORMANCE CHART >u1-tso B. 6' 5' 4' 1 4" ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT 4Q" SLAT SPAN RANGE DEBT PRMWM FAtaa 0'-4't > 4'-5't > 5-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RA•:DE(W7) z 30.0 6" 6" 6' 6' 6" 6" 6' 5 1/2- >31-40 6" B• 6" 6' 6" 6° 5 1/2" 4 1/2' >41-60 6' 6' 6' 6' 6' 5 1/2' 4" 4" >61-80 6' 6' 6" 6" 6• 4• 4" >at-1o8 6" 6' 6" 6" 4 3/4° 3 3/4" 3 3/4"_ Lid >1 06-126 6" 6" 6" 5' 4' 33/4">121-140 6" 6' S 3 4 4" 3 3/$ -3 3/4- 3 6" 6' 5' 3 3/4' 3 3 4" BUILD-OUT MOUNT WAXW,,ate, SLAT SPAN RANGE o6slon 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't Cp W0 E E (E) ® E QE E E E E E E s 30.0 6" 6" 6' 6' 6" 6" 6' 6" 6" 6" r. 6.6" 6" 6' 6" 6" 6" 5 1/2' 5 1/2' 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° 6" 5" 4" 4° 3 3/4' 3 3/4" 3 3/4" 3 3/4- >41-60 6' 6' a 6' S. 6' 6' 6' 6" 6" 6" 6' 6' 6" 6" 4' 4" 3 3/4' 3 3/4' 3 3/4"3 3/4' - >61-Eo 6" 6" 6' 6" B. 6' 6' 5 1/2 6' 6" 5" 5" S. 4" 3 3/4" 3 3/4" - 3 3/4" 3 3/4' - - >at-toy 6" 6' 6" 6' 6' 6' 6' 6' 5'3 4 4 1/2' 4 1/2" 3 3/4 3 3/4' 3 3/4" 3 3/4" 3 3/4" 3 3/4' - - - - >106-120 6" 6" 6' 6" 6" 5 1/2 5 3/4" 5 3/4' 4 1/2 L21 4 1/213 3/413 3/4' 3 3/4' 3 3/4' - - - - - >I21-140 6' 6' 6' S' 5' 4" 4 3/4 4 3/4' 3 3/4 4 1 2 3 3/4 3 3/4" 3 3/A: ,,;>141-1606" 6" 5" 4 1/2" 4 t/2" 3 3/4 4" 4" 4' 3 3/M' - - - ,T1 ,11 �•••�Cw1'S''•,✓'; FLORIDA BUILDING CODE(Non Lfgh Velocity Hurricane Zone) *?' 4�'s� : 2D,7 nLTEED INC. Nautilus DRA Q� RalUngShnHerSys(em m/24/17 DATE �•''., �/ TILLIT TESTING s ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Ao (Y!f�D t�Q 1�� N•. n. n ss11A 1626&W.eanioRE STREET s��NAC E4�6� 1'111 PN.: EB-0006719 0067Gc L.T1B)f FNaNL(BC01 LUCIE,fFL 34984DRAWNG N. PORT 1f eBBO 17-244 _+ _.a; W&ER A.11LLR Jr.P.E. oe�w aom,a ua P.E.-166v S ulARE/DATE FLORIDA Lie./44167 m,se), SxEET 17 Di'78 MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN PRODUCT MOUNTING TYPE W/5116"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL.A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX A• SLAT SPAN RANGE PRATW RESSURE 0'-4't >e-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RANGE(Pict.) s 30.0 8" 8' a' 8" 8" 8' 6' 4 1/2- >31-40 8' a' 8' 8' 7' 41/2- - >41-so 8' 8" a" 8" a" 41/2- - '" t NOTE: >61-80 8" a" 7 t 2 7" 5 1/2" - - - �SLA7 MAX. SLAT SPAN FOR A >61-t05 e' 8' 7 1/2" 5' 4" - - - , SPANS GIVEN A.S.D. DESIGN >fos-f2o B. 7 1" 6" 4" _ _ _ _ PRESSURE RATING SHALL >t2t-140 8" 6' 5' - �] NEVER EXCEED KATE MAX.SLAT >t4t-i60 7' 5' 4' PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT A.S.D. SLAT SPAN RANGE DESIGN PRESSURE Rp 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9•t >9'-Iv t > 12'-16't > 16'-20't RANGE(pc.1.) s 30.0 6' 6' 6' 6" 6' 6" 6' - >31-40 6' 6' 6" 6' 6' 6' 4 1/2- >41-60 6" S. 6' 6' 6' 4 1/2" >61-80 6' 6' 6" 6" 5" 4 1/2- >61-105 6" 6' 6' 4 1/2" 4 1/2" - - - >106-120 6' 6' 5 1/2" 4' 4 1/2' - - - >121-140 6" 5" 4 1/2" 3 3/4" - >141-160 6' 5" 4- BUILD-OUT MOUNT AS•D SLAT SPAN RANGE PRESSURE 0'-4't > V-5't > s'-6't > 6'-7 t > 7'-9't > 9'-12't > 12'-16't > 16'-20't RµGE PAYING Q E E E E E� E E E E� E E O Q E s 30.0 6' 6' 6" 6" 6" 6" 6' 6" 6' 6. 6" 6" 6" 6' 6" 6" 6" 5 1/2" 4" 4 1/2" - - >31-40 6' 6' 6' 6" 6" 6" 6' 6" 6' 6' 6" 6" 6' 6" 6' 5 1/2" S" 4' - 4' - - - >41-60 6" 6' 6" 6' r. 6" 5 1/2' S. 1/2' 6" 6" 6" 6" 6" 5 1/2' 4 1/2 - - - 3 3/4- >61-80 /4">61-80 6' 6" 6' 6' 6" 5 1/2 5 1/2" 5 1/2' 4 1/2 5" 5" 4' 4" 4" - - - - 3 3/4' - - - >81-105 6" 6' 6" 6' 6" 5 1/2 5 1/2 5 1/2 4 1/2 3 3/4' 3 3/4' - - - - - - - - - >10s-120 1 6" 1 6" 6' 5 1/2'_5 1/2-14 1/2 4 1/2` 4 1/2` 3 3/4' - - - >12t-t40 6" 6' 5 1/2 4" 4" - 3 3/4 3 3 4" - - - - - - - - >141-160 5' 5' 4" A,.•'" J' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) y , 0 2017 ItL=WC. CRAMTI Of. *; T __ Nautilus RoRingshuttersystom Ge/24/17 IL E C O iN,. DATE '• 11LW TESTING t ENGINEER0IO COMPANY EXPERT SHUTTER SERVICES INC. \.• / \ am x•.3. y u..sm,vwaa crocra.n SS�m 1626 S.W.EXTMORE STREET F •1`�Q.' \ 'wsMTT-ISw 17-244 \ PORT St.LUCRE.FL 34984 .n ' . RID ' \ a-mak W"lew000lt0m ()T2J 8']1-T6S0 ORAWINC N0 () •• ••��tl\ ®-0006719 ixd@(800)7r9-9836.iAt WALTER ILT0.LIT Jr.PE. ot�w /DATE FLOMDA Llc 0 44167 m 1xn SHEET IB OF 26 SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR*GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (pSf) 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 300 531-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 1 290 150 794 180 509 210 708 270 1266 1 360 1962 1 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 1 360 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 1 552 280 960 350 1003 420 1 1612 490 1869 630 2039 635 — — — — >141-160 781 320 1 1186 400 1322 480 1 1873 560 1740 640 1 — — — — — — t__SPSLATAN--I o� *NOTE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING,STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES, Vy SIDE RAIL VX Vy / '•VC 4 �.'- - FLORIDA BUILDING CODE(Non H.Tgh Velocity Hurricane Zone) No.44167 2017 TRTECO INC. Eauvm In: * * *; Nautilus L.C. RoHingShatterSys(om Ce/zyn 4 I�L —E C O INC. DATE TILLIT TESTING a ENGINEERING GGMPta11Y EXPERT SHUTTER SERVICES INC. ..... �^.,11\uw na xn a.uw m�ara�wxa n vlee 1626 S.W. T.WCC.RE STREET _ rw..ao7m�_woWspn-w17-244 PORS�ONAI��',��'` e-mo®GIt�6719.eo n W"Z'(600)7a9-9M6.EA[:(777)071-09:0 24984 CR"""'CM. wuTER w TIU.G:r.P.E. P.E. SEAL/SIGrt Od DATE Tu7r6GA Tk.BµI67 nrn sNE[T Ts orza SLAT PERFORMANCE CHART Ib I & TCl:(ONLY VALID FOR 12"SLIP) SLAT PERFORMANCE CHART 11b1 & IICl:(ONLY VALID FOR 114"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.s.fl.SLAT SLIP 1/8"AND FOR A GIVEN MAWIAULIAS.D.DESIGN PRESSURE RATING(p.st)AND)SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAKMIUM ASD.DESIGN PRESSURE RATING(psf)AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FORWCOD FRAMES WALLS W/Z5W STUDS INSTALLATIONS two STORM EARS PER OETAIL2 BELOW INSTAUATIONS WO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib1 USEb1/ CHART ICl CHART Iibl USE 1 CHART IICI UX MUM%UIEMMPOW*0 IIENK AM100 tanww (L1Y STAT SAAN M GLASS LESM D M ME ItAUTm WU E Balms POMW ND"?AM tram LDIO ISE Y4mRAt wl£w1am Poem€me NOWIVE Asa Lan '( SLA (!q �++T WIL SOOMM U`VAMN POSIM 5116'6 TAPCON XL ANCHOR USE UAWA PGS<m4�' V100D GRADE Ok= '(FT BACK OF SLAT m 5116'6 TAPCON XL ANCHOR t T I=VALUE MINµT LOAD VALUE µM w n W/o STOEW BMS RIND ZONES W40 ZONE fAAX.SLAT SPAN -• R MN.SEPARATION TO GLASS uA)aALFf SPAN REWIRED�N��A��X.SfJ1T SPAN 'LNIN BEOURED UK SEPAPAM TO (Fs0 ImsLs HMO a 1-3 4 uAA.&IL 'Lwx'{ft) (ft) �M BACK OF SAT p9) A A wx"(Lt) 00 HE5URED TO BACK OF»('m) SOUMM4 PNE/2(C-0.55) 60. 4V-5' 4'-5' Pi� Ytfa �`T9� W 0 STORLt BARS F WALL �- Out.tivrPLD W 0 STORM aws RAIM UOUNT �W/ uw( W/ a tt TD-0Dt MT1N0 um W/ 161%W. •wan a r O�1GL4S-FIR-SOUiN(G-0.46) 60 a'-5` a'-5' 0'-0• 1• S 1/2' �3 mtiv ZONES WIND ZONE (A40 WIND ZONES RIND ZONE PRUCE PT4E-FlR-SITFt(G=0.36 60 a'-s" 4'-5' tg1[46} tm1L a am"KA)A) t-3 4 (sm fA[E•7a atr NOma) RNAs.a) 4-3 4 30.0• 1cr-T I IV-o' 10'-0' B'-1' t` B 1/2` 30.0• 6'-3' 1 6'-3' 8'-T 1 7-7- 1` 35.0 N 10'-O' 10'-0' 10'-O' T-9' 1' 8 1/2' 35.0•` T-9' T-9" 7'-9" Y-3' 1` 40.0 10'-0' 10'-0' 10'-0' T-5' 1" 8 1/2-U 440.0 AM T-T T-T 7'-7- 7'-0' 1. 8 1/8- 101-0" 8- 4b.0••• to. 10•-0' 10'-0' Y-2' 1' 8 1 ' 45.0•� 7'-4' T-,. 7'-4` 6'-9' I. SILO�' 10'-0' IO'-O` 7•-0' 1" 8 1 2- 50.0 w 7'-3' 7'-3' T-3" 6'-8` 1' B 1 ` 55.0 44 10-O` 10'-o' 6'-9" 1' 8 1 2' 55.0"• 7'-3' 7'-T 7'-3' 6'-4' 1. 6 1 e.60.0'� 10'-0` 101-O' 6'-9" 1' 8 t 50.0"• T-S` 7•-3' 7•-3` .--»_1- 6•-Y 1' B 1 8' .-..... SLAT PERFORMANCE CHART IIIc:(ONLY VALID FOR 1/8'SUP) SLAT PERFORMANCE CHART IV:(LESS THAN 118"SUP) _ .l i FORAONEE9 VJO1ASNPRESSURERATING A140 ASOUHTCONDTON FOR INSTALLATIONS WOSTORMBAS PER DETAIL2BELOVFORAGIVENAS.D,DESIGN LOAD pSHUTTER MOUNT CONDITION INCLUDING j ANCHORTYPEAND FOR INSTALLATIONS WtO STORM BARS PER DETAIL 2 BELOW I) ! s CHART IIIbI USE CHART IIIC1 Ii / '\ I 9 SLAT SPAN DEFINMON 5116"e TAPCON XL ANCHOR y USE W"wDE WVEDI P091A£90 WrARE ASD(a0 USE UWAU POSINE A.S.D. USE wxmm VALUE EL1wum PosinvE lusE ukv=u Posm& Tutt FARTaI f VIVO TAPCON XLANCHOR LAN.SLAT LOAD YALUE AND NETJ`TW A.S.D.LOAD AS.0 LOAD VAU1E s arcayrcu AN uu)L SLAT SPAN SL4Pntr• RMURED SPAN SPAAT UK N T To wm 1vmm To if! `,� I i uA10UCR4 rz IL°4.SEPARATION TO 'LNAx.' FT) 'LuW.'(FT) 6"OF OAT ear Asa 'Ltux.'(FT) ( ) 1(�TO SACK OF SAT tR) DESIGN \ \\ \ \\\\ 1/z'Pmow ANO DE9Cdt WALL,TRAPPED WALL.TRAPPED (2)2x4`WOO STUDS Pf U01U L UTD- / �AH �n-� W/o SLORU BARS (1•P a BAD-= a DU D-aft W/0 STORM BMS Y17 (TrA.EACH SIDE MONO)t Roam(� RIND ZONES WIND ZONE e 7J66 AWD ZON Wm ZONE Lss Re1L4a) (sm Nome)UD:mms6) a 1-3 4 Sts N]T$a cm Noes A 1-3 4 DETAIL 1(ELEVATION) 30.00 7•-6' 7'-6' 7'-6' 6'-7' I. B 1 8' 30.0• W-6` MO w 2-2' V-2" 7'-2` V-4" 1' B 1/8' 35.D•+ V-31 40.0 a 6'-9" W-9' 6•-9' 6'-1" 1' 8 1/6" 40.0•" fi'-0• A N 45A'•• 6'-8' 6'-8' 6'-B' S-1 t' t` 8 Ile 45.0•'• 5'-10• 0'-0• 1' S' 50.0 a. V-S' V-5' 6'-5" 5-9' 1' 8 1/6- .0 w V-9` t. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 65.0•� 6'-3' 6'-3' I G-3' 1S'-T Y s t 55.0- W-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 80.0�• 6'-t' 6'-t' 6'-1' S'-5' Y 6 t e' B0.0- V-5` IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Y/7 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOGD FRAME V ALL TO BE BUILT STRICTLY IN ACCORDANCE VmH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF .... ..........---..._-----��__ 'VALID FOR D=AS-RR-SCU[H(0-0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF V1ALL AT EITHER - SOUT EFSI FINE#2(Gm0.55) SIDE OF OPENING SHALL BE 33". 1\ ! s SLAT SPRUCE PIW-41R-SIH(G--a36) sPm t ••VAIID RI2 DGIXiAS-FlR-3XRH(G=a46) I E irr SOURIE IN FINE 12(G-oss) II to �•VALID FOR SOUTHEI N ) •.' m vui nom& ,. SLAT SPAN DEFINITION ( FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) I to'-o'Faz B61D-rn.R ;: �i •,,• I , _ D2at7oLTECD.NC ` G°" E STRUCTURES _ Nautilus OFN-. INSTALLATION INTO WOOD FRAME No.44167.''• i! �I si � RoHfltg$hu[terSgslem aR{2s/1T ` ILAECDATE \\\ \\\\\\\\\\\\\\\\\ m _ 0 . TMUT TESTING a FAOfNSERIND COYPAKY EXPERT SHUTTER SERVICES INC. �. 4,a5 NY CR 94 5 a 9LS VAIN 6VLQ Y.M 33116 1626 SW.B:LTAIORE STREET �1/2`PLYMXU Ma - �*.(:asMal-laic,rn,0msan-us1 - 17-24-0 Y!/ (2)2'n$SOOO STUDS Oj( ' �Q�� \� rnwd:Dteeo09CLe9 n MmNG PORT ST.LtlC E,FL 34984 DRAW1,4e Ib \ 11 EB-W06T79 (800)749-9654.FAIL:(]T!)671-0990 (1)P.EACH SIDE Sef*Q)t =_L�f{+t.;T;;_r@'6L- WALTER A.Txuf:..PX- �R DETAIL 2(ELEVATIONI P.E. SEAL/SIGNAT,URE/DATE n-cf=U,,.0 44167 m,>b SHEET 20 Of W MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(ps1)AND SLAT SPAN RAN(3E WALL MOUNT&BUILD-OUT MOUNT TO 21'x4"WOOD STUD WALL MOUNT TO 211x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) uAaw STAT SPAN RQmSLAT SPAN RANGE WOOD GRADERATING MIM " WOOD GRADE � E dm4'">4m5' >5m6`>5+n7'`>Ymg`>5m1o' 00 or-d to 4-a� 5 30.0 fi' S 30.0 6" 6" 6" 6" 6' 6' SOUTHERN PINE #2 40 6' SOUTHERN PINE 92 40 6' 6" 6' 6" 6" 4 3/4" 50 6- (G=0.55) 50 6" 6" 6" 6" 4 3/4" 3 1/2" 60 1 6" 60 6" 6" 5 3/4" 5 1/4' 3 3/4" 3" DOUGLAS-FIR-SOUTH 5 30.0 6" DOUGLAS-FIR-SOUTH s 30.0 6" 6" 6' 6" 6" 6' (G=0.46) 40 s" (G=0.46) 40 6' 6' 6" 5 1/4" S 1/4" 4 1/4' SPRUCE PNE-M-SOUTH s 30.0 6" SPRUCE PINE-RR-Som s 30.o s" 6' 6' s" 6' S t/4" (G=0.36) G=0.36 BUILD-OUT MOUNT TO 211x61'WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) uAmLw SLAT SPAN RANGE WOOD GRADE Rf04 B-4`" >4'-5" >5'-6'" >5a' >7-B'" >til-10'" (,-Q uotAvr rlE3 court N E uotmT N E =N 1101lR N YOU\T N HO{IIR N =N 1101R(f N E i10{Il1i r.E t101Mt N 11011Hf N E 5 30.0 6" 6' 6" 6' 6' 6" 6" 6" 6" 6" 6" 6" SOUTHERN PINE #2 40 6" 6" 6" 6" 6" 6" B. 6' 6" 6" 5 1/4' 5 1/4- (G=0.55) 50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4' 4" 60 1 6" 6- 6" 6" 6" 6" 5 3/4" 5 3/4" 4' 4" 3" 3" DOUGLAS-FIR-SOUTH s 30.0 1 6" 6- 6- 6" 6" 6" 6" 6" B. 6" 6" 6- (G=0.46) 40 6" 6" 6' 6" 6' 1 6" 1 5 1/2" 5 1/2' 5 1/2" 5 1/2" 4 1/2" 4 1/2" SPRUCE PLNE-"R-SOUTH s 30.0 1 6" 6' 6" 6" s 6" 6" s' 6" 6" 5 1/4' 5- (G= L' wr *MAX. SPAN FOR SLAT FORA �� •' C SF' /� FLORIDA BUILDING CODE(Non High Velocity xurrirnne zone) GIVEN A.S.D. DESIGN LOAD ;' NO.44167 SHALL�Q EXCEED MAX. 1 o2D1T TetECD INC, • cRUN or SLAT SPAN INDICATED ON * T �� Lx- a1l�lluS RollingS6UHerSysiam x6/24/17 SLAT PERFORMANCE CHARTS ` IL E C O apo. DATE ON 20 SHEET. `� EXPERT SHUTTER SERVICES INC. (� p, TILUT TESTING h ENGINEERINO COMPANY 1626 S.W.BITNORE STREET 17-244 111 a-mal:-CM67oolcom PORT ST.1MG. - 7")8 DRAV6HO No ^� OIyAL 111 EB-0006779 Fl +� Ta9-aG'G.na[:(771)an-G990 � WALTER A.10.11f Jr.P,E, ea( P.E. SEAL FLORIDA J,./.4— m laml r. �. SHEET 21 OF 79 c 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)'"` UAX D. STORM BAR SPACING (FT) DESPRESSURE RATING GRE 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 09 30.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" ill-01, 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 45.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" W-0.1 11'-0" ill-01, 11'-0" 11'-0" • THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-0" 11'-0" 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 1V-0" 11'-0" 1l'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" • - 65.0 11'-0" 11'-0" 11'-0" W-01, 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" w - - 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'-O" 11'-0" - - - - 95.0 11'-0" 11'-0" W-0, 11'-0" 11'-0" 11'--0., - 100.0 11'-0" ill-0.1 11'-0" 11'-0" i t'--D" - - - - - 105.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 1 i'-0" 11'-0" 11'-0" 11'-0" 10'-10" - - - - - 115.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - 120.0 - 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'-O" - - - - - - - 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" 11'-0" - - - - - - - - 160.0 11'-0" I 11'-0" - a (� MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN a'a EN - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAiL TO CENTER OF STORM BAR. \ i P 5 02017 4LTEC0 INC. caAatT R7: * Nautilus . RollingSLTuterSys[om oe/2s/n IL ECO�N�. DATE EXPERT SHUTTER SERVICES INC. \a\ 71LLIT TESTING k ENGINEERING COMPANY f•,hIV1' �I \ nre n.a m aa.ae,. upv",runr.�n vuc 1628 S.W.8d7u0P.E STREET l7 a rror.(.m)e11-uw.ro:(xsgrl-1m 17-244 .. /� • _. \ \ PORT Sr.Wa. FL 7n)a 1 e-tea:onaooai.r"m p2axuu w .0 • EB-0006719 R�(�)iM-94•a.rw(m)efi-Oa90 E. WALTER A.Tuff y.P.E. n �'.+• �'� ua R '9G$yLS•�Ipj/!A DATE nomA Lk-1"167 . 9N¢7 22 or ze a TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.O.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) SECTION S1 S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&STORM BAR SPACING (ft) Dow STORM BAR SPACING"d'TO STORM BAR SPACING"D"(Ft) Demo 2' 2.667' 3' 3.5' 4' 4.5' 5' S.S' 6' 6.667' n 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.66Y 30A B D BCD A.B,C.D ARCD AB,CD BCO BC,D CD A.@CD ARCD 500 BCD ec - @cD BCD ARCD ARCD ARCD BC BC C 35.0 A CD ARCD A.BCO 0.BC.0 AB-CD CO BC0 ARCO B,CD @CD 5&0 ARCD BC.O BCD - 0.000 ARCD BC 0. C ABC 0 A 40A D @CD BCD A. CO BCD BCD "BCD BC 'BCD BCD 40.0 AAt'n BCA AB,CD "B.CD A.B.0 A.B.0 ABC A A A 45A C.D AB.CD A.B,C.D AM CD AB.C,D ARCD BCD BC,D BCD 0.8C 45.0 AB,C.D ABCO AB.CD ABC ABC ABC A A A A 50.0 AB.C.O.. A,8 C.0 AB.C.D AB,C.D AB.C,D AB.C,D AB.C.D AB C,D A.B,C,D AB.0 50.0 . A.B,C.D B 0 A,B,C D ;B C ABC A A A A A 53A A,@,C,O AS.C.O AB.C.O AB.C,O AB C.D ".C.D A@.0 D AB D AB.0 A.B,C 55.0 B C,D &B.CO 49.0 ABC A A .A -A A A 60.0 AB.CA A.9,C,D AB.C,D AB,C.DKUM AB.0 "B.C,D AB,C AB.0 AB.0 50.0 AB.CD 8 ABC 0.B A A A A A A 6&0 BCb CD BCD ".CD AB,C,D ABC A C AB,C 8 65.0 BC,D BC RBC A A A A A A A 70.0 BCD BCO BCD BCD 8C BC BC B A 70.0 @.C,O AB.0 - B A A A A A A7&0 B.C,D 8CD A, C,D BCD @C ABC B A A 7&0 BCO ABC A A A A A A 60.0 B.0D A.B,C.0 0.B.C.0 AB C D A&C ABC A A A 60.0 B C B A A A A A 6510 @. D ABCD ABC O @C,D A9C AB A A A 6&0 B C A A A A A A 60.0 AB,C.D AB0.D B.C.D 0.8.0 AB,C A A A A 90.0 AB.0 A A A A A 95.0 " AB.0 D A.B.C.O 0.B.0 . •AB A A A A 0&0 AB,C A A A A' A. 100.0 BCD B.0 D @ C D 0.6,C A.B.0 A A A A A (00.0 ."@ C A A A A 105.0 A%C,D A8 C D ABC A@ C AB A _ A A A A 105.0 AB A A A A 1t" ASCD ABCD A.B,C ABC A A A A A A 110.0 A A A A 1150 A,%C.D A&CD AB.0 A.BC A A A A A A 113.0 A A A A 120.0 0.B,C.D 0.@.0 AB.0 AB A A A A A A 120.0 A A A A 125.0 ABCD Ae,c ABC A A A A A A A 125.0 A A A 130.0 0.8 C D A8,C A1BC A A A A A A A 150,0 A A A 135.0 AB.C,D A9,C, A.B,C - A- A A A A A - 135.0 A A- A 140.0 A.B.C.D AB.0 AB A A A A A A 140.0. A A A 145. AB,C.D AB.0 AB A A A -A AA - 14&0 A A A 130.0&0 ABA.B.C.D C A A A A A A - - 150.0 A A 16 .0 A.@ A - A A A A A - - 153,0 A A 160.0 AB,C 0 A A AI A A A A ANCHORS TYPE LEGEND A 3/870 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 1/4' Min. EMBEDMENT*TO POURED CONCRETE.(f'C = 3000.psi)&3/8'o-16 MACHINE SCREWS C 1/4"Ox3/4'ALL POINTS SOLID-SET * A.T�/' ANCHORS W/7/8'Min. EMBEDMENT TO '' ............ YI POURED CONCRETE (f'c - 3000 psi) de ,11 �(` '•.% ; 1/4.0-20, 18-8 STAINLESS STEEL MACHINE �1 S FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) SCREWS ?' 4416;p ozov nuEco atc • caxLr aft D 5/16'0 M11/BUILDEX TAPCON ANCHORS W/ .�: * _ �au itar w +,fes■ ,� nani,t snnrc�rs 2 1/4'Min.c= 28 9 p TO POURED 11LIEC 0 IR0. g �fQm WE 7 CONCRETE (PC = 2899 psi) - + EXPERT SHUTTER SERVICES INC. TIW7 TE'STiNa 3 ENa1NEERINa CONP�NY * _�-''IAS- •"•'�••��/1111 azv ac xa,.a.a...m�.v�mr..n cwee*4 n,y,u 1626 PORT SL.tBtL�ORE STREET�•.ta»lm+-+sz,ra tws>sn-,m, 17-244 EMBEDMENT IS BEYOND ANY FLOOR /CEILING FINISH �.�NAn-34984 L E�6,(�'' o-meY�e�aC00Lwm Paas(e00)742-2050.rAk(Tn)271-2220 o'u"0b"° WALTER A TRN 1s.P.E. a.r e,a ooemv uv P.E.SEAL.ST RE/DATE FlAataALt.044t67 mo<n SHEET 23 Or SCHEDULE to FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FORA GIVEN A.S.D.DESIGN PRESSURE RATING(y.s f.),&.A MAX.MULLION A.S.D. SPACING(ft)• DESIGN PRESSURE RATING(P.S.FJ.& AMAK MULLION SPACING(Fly' MAXIMUM MULLION SPAN(Fq MAXIMUM MULLION SPAN(M LOX t6R�1J0M ©4NS'x114'MULLION G1 4 x8'kV4"MULLION G2 4W-xl/4'THICK(3B'FLANGE)MIILLMN 06M. QG 4-AW4"MULLION G1 4x99c114"MULLION G2 4.lW THICK omm Mum SPACR76 PFSSSLK SPACNO (P) (� OROITAT(ON#1 �} ORtENTATM R21 } OREMATWN 1 (� ORTMOUION 12(9) OREIITAIRON 01 (# OR IMAM f2(9) (P-) •. ORIENTATION 01 .ORIEMARON 2( ol0EMA110N 1 ORIEMATION p2( OFEENTAMN/2(Q)t END . INTERIOR ERD ORERICR END -INTERIOR END KIERZR END END INTERkm ENO 4Y MOR END MEMOR 04D IN IMM MD INTERM END INTEWR 30.0 2 -0' 7'-10' 9'-B' 7'-3 92'-0' 9-4' f0'-Y 8'-0' 12'-6' 9'-8' 7'-6' 1Y-6' 30.0 20'-O' 7'-10" T-8' Y-Y 12-0' 9-4 10-7' 8-0' 12'-6' T-8' .12'-8' 35A 20'-0' T-4'- 9'-3' 6'-9' 11'-5' 8'-8' 10'-D` T-Y 12'-5' B'-11' 6'-1 t' /2'-6' JBA 20'-0' 7'-4• 9'-Y 8'-9' 11'-5' 8'-8' 10'-0' 7'-7' -12'-6' 8'-it' 12'-6' 40.0 20'-0' 6'-10' B'-10' 6'-4' 10'-11' 8'-1' 9'-7- 7'-3" 12'-6' 8'-5' 6'-6' 12'-6' 40.0 20'-0' 6'-10' 8'-10' 6'-C 10'-11' 8'-1' 9'-7' 7'-3' 12'-6' 6'-8' 12'-6' 45A 20'-0' 8'-6' 8'-6' 6'-6' 10'-8' T-6' 9'-3' 6'-I1' tY-8' 7'-11' 8'-Y 12'-6' 46.0 20'-0' 8'-8' B'-0' 61-8' 10'-8' 7'-8" 9'-3' 6'-11' 12"-6' 6'-2' 1Y-6' 60.0 20'-0' 6'-2' g-2' 6'-0' 9'-11' 7'-4' 6'-it' &-T 12'-6' Y-4' S•-11' 12.'-6' 60.0 20'-0' 6'-2' 8'-2' 8'-0' 10'-2' 7'-4' B'-11' S'-Y 12'-8' S'-1l' 12'-6' 55A 20'-O' S'-11' Y-N' Y-9' 9'-0' 6'-8' 6'-7' 6'-3' Ir-4' 6'-0' S'-7' 12'-8' 68A 20'-0' 5'-11• Y-lt' 5'-9' 9'-10' T-0' 8'-7' - 4'-10' 12'-4" T-7' 1Y-6' 9" 19'-5' S'-9' 7'-9' S'-8' W.I. 8'-4" 8'-6' T-Y Ir-0' 6'-4' S'-6' 12'-8' 60.0 19'-5' 5'-9' 7'-9' S'-6' 9'-8' 8'-10' W-G" 4'-0' 12'-0' S'-6'� 12'-6' 65.0 18'-4' S'-9 T-9' S'-4' 8'-4' -4' 8'-C 6'-2 11'-10' 6'-4' 5'-6 12'-6` mm .18'-4' 5'-9 7'-9' S'-4' 9'-7' 8'-10' 8'-S' 4'-8' 11'-10' "5'-6 12'-6' "A 17'-4' S'-9' Y-8' S'-C 8'-2' 6'-Y 8'-2' G-Y H'-9` 6'-3' 5'-6 12'-6" 70.0 /Y-4' 5'-9' 7'-8' S'-C 9'-8' 6'-10' B'-4' 4'-8' tt'-9' S'-6 12'-6' 7" 76'-6' S'-9' T-7' S'-C 8'-0' 6'-3' 81-01 8'-2' W-7, 6'-3' S'-6 12'-5' 75.0 16'-6' '-9' T-7' 5'-41 9'-5' ' 6'-10' 8'-3' 4'-8' ll'-Y 5'-6 1Y-5' 80.0 15'-9' 3'-9' 1-7' S'-C Y-10' 6'-3" 7'-10' e'-2' 11'-6' 6'-3' - 5'-6 12'-4' 60.0 15'-9• 5'-9' T-Y 51-41 9'-4' 6'-10' 6'-3' 4'-8' 9t'-6' S'-6 12'-4' 65.0 15'-0' S'-9' Y-Y 5'-C Y-9' 6'-Y 7'-9'. 8'-2' it'-S' 6'-3' 5'-6 12'-3 66.0 15'-0' 5'-9' 7'-7' 51-4' 9'-J' 6'-10" 8'-2' 4'-8' 11'-5' 5'-5 IY-3 GOA t4'-Y 5'-10' 7'-Y S'-5' Y-9' 6'-C 7'-9' 6'-$ 11'-5'� 8'-C 5'-7 12'-3 90.0 14'-Y S•-l0• 7'-7' S'-S' 9'-3' 6'-11" 8'-3' C-f0' i1'-S' T-7 12'-3 -9 6-5' T-9' 6'-4•' 11'-5' 6'-5 5'-8 @'-3 95.0 13'-5' S'-10' T-7' S'-6' 9'-Y 6'-11' 8'-3' 4'-11' ll--S- S'-8 IV-3 t00A fY-9` 5'-11' 7'-7' 6'-Y Y-9' 6'-6' Y-9' 6•-4' 11'-8' 6'-6' 5'-9 12'-3 100.0 . 12'-9' 5'-11" 7'-0' S'-Y 9'-3' 7'-0' 8'-2' S'-0' 11'-5' 5'-9 12'-3 105.0 12'-2' 6'-0r 'r-Y 5'-7' Y-9' 6'-7- 7'-9' 6'-S` /1'-5' 0-7" S'-9 tY-3 I06o 12'-2' 6'-O' T-0' S'-T 9'-3' 7'-1' 8'-Y 5'-1' 11'-S' 5'-9 12'-3 110.0 11'-71 6'-0' T-Y S-8' T-9' V-w 7'-9' 6'-6' i1'-5' 61-8' S'-10" 12'-3 It0.0 ll=7' 6'-0' Y-Y -5'-8' 9'-3' 7'-2' e'-Y 5'-3' 11'-S' 5'-10' /2'-3 115.0 tt'-1' 6'-t' Y-Y 5'-9' 7*-9' 6'-9' -9' 8'-Y it'-5" 6'-91 S'-it' 12'-3 1160 a 11'-1' 6'-Y Y-Y 5'-9' 9'-3' 7'-2' 8'-3' S'-C W-S' S'-It' 12'-3 120.(I 10'-8' 6'-1' T-6' 51-9' T-9' 6'-10' Y-9' 6'-7' 71'-5' 6'-f0' 6'-O' tY-3 120A 10'-8' 6'-t' Y-6• 5'-9' 9'-J' 7'-Y 6'-2' 5'-5' II'-5' 6'-0' 12'-3 123.0 . 10'-2' 6'-2' Y-Y 5-10' T-t0' T-0" 7'-1D' 6'-9' 11'-5' 7'-0' 6'-1' 12'-3 1250 10'-2' 6'-Y Y-7' S'-l0' 9'-3' 7'-C 8'-3' 6'-9' 11'-5' 6'-1' l2'-3 130.0 9'-10' 0'-3' Y-7' 5'-10' 7'-9' 7'-0' 7-9' 8'-9' 11'-5' 7'-0' 6'-1' 12'-3 1350 9'-10' 6'-3' Y-Y 5'-10' 9'-3' 7'-1v 8'-2• 6'-9' 11'-5' 6'-1' 2'-3 135.0 9'-5' 6'-4! 7*-7' S'-it' 1-10' T-Z, 7'-10' 8'-10' '111-5' T-2' 6'-21 12'-3 136.0 9'-S' 61-4' 7'-0' S'-11' 9'-3' 7'-5' 8'-3' 6'-10' 11'-5' 6'-2' 12'-3 140.0 9'-T 61-4' 7-7' 6'-0' 7-10' 7-3' T-10' 6'-11' 11'-S' 7'-0' 6'-3' fY-3 140.0 9'-1' B'-41 T-Y 6'-0' 91-3' 7'-6' 6'-3' 6'-11' 11'-5' 8'-3' iT-0 t45.0 8'-t0' 6'-5' Y-6' 6'-0' Y-9' 7'-4' 1.-9' Y Y-d' 6'-Y 12'-J 146.0 8'-f0' 6'-5' T-6' 6'-0' 9'-3' T-6' 8'-2' 6'-1Y 11'-5' 6'-3' 12b 150.0 B'-6' 8'-6' 7'-Y" 6'-1' T-9' 7'-5' 7'-9' Y-0' '-5' Y-3' 6'-4' 12'-3 160.0 8'-6' 6'-6' 7'-7' 6'-1' 9'-3' 7'-7' 8'-2• "7'-0' 11'-5' 6'-4' 12'-3 155.0. 8'-Y B'-6' 7'-7" 5'-2' Y-9'- T-8' T-9' Y-1' 11'-5' 7'-8' 8'-S' I2'-3 165.0 B'-T 6'-6' T-7• 6'-2' 9'-3' T-8' 3-2' 7•-1' It*-5' 6'-5' 12-3 -2' -5 -6'IW-0 8'-07'-6' 6'-27-9' 7'-7' T-9T-Y t -5' 7-7' 9'-JY T2w T 12'-0 •MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION iS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ND MULLION 1 INTERIOR pgEkk MULLION I \\ •EEC FLORIDA BUILDING CODEon (N high Velocity Hurricane yoaa) S' L 02617 nuEeo WC. DRAWN 6 � " o - RoHmgShutlarSys&m 09/24/17 MULLION SPACING:"S °-�-. IL ECO INC. DATE: �TILLIT 1ESTINNO&E NGINEERING fiCgOYP�� EXPERT 6SHUTTE25 S RD SERVICES INC. Nge y`•' 1111 e m 2 14�.*..I-m tl i�1 PORI ST.LIKE FL 34984 ORANBIO No WALTERMG719tr.P.E. (eao)747-9o5G.Mlu(772)871-0970 A. nrt ec r amro+ ua P.E. SEAL/SICNATURE/DATE IICRDA UC.d 44167 SHEET 24 Or 26 4 Ie SCHEDULE1b SCHEDULE2b FLOOR TO CEILING fMAPPED)MOUNTING MAX.SPAN 011 FOR END AND INTERIOR MULLIONS FORAGRIEN WA_LLMOUNTING MAX.SPAN(Fn FOR END AND INTERIOR MULLIONS FORAGIVENA.S.D. AS.D.DESIGN PRESSURE RATING(D.s.L).&A 17.0•MAX.MUWON SPACING(ft)• DESIGN PRESSURE RATING(P.S.F.).&A 12'-0•MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(IT) wx Dam YUNO MWALI84 �G 4516'x114•MULLION ©4-x6MULLION ®4W'xt(4'THICK(3'8•FMAL'C,_9 6lIfLL(ON 0 l ©4•x6'xlW MULLION G1 4'x8 k1f4•MULLION G2 4-7-114'THICK PRESSM _ Spp PRESSURE yyK*pG'FIANGE)MULLK)N RAU10 (P.M.) (N• Caz"]1TAAf1H/1 f#t 0.7(EHYAltON&IM OMEMAIIDN#I t4t ORIFI4=04/2[Q)t DRIEIRRION fl 'f CBMIIAROtt F2( (W-) (R)• ORIENTATION 01 02(U)tORIENTATION 1 1'le-o' IlON/2(�) ORIENTATION/2 M ENO NAVWR END INTERIOR END MERIIOR ENO NtiEM R END IND NIERIOR END IfamoR END NTEMOR END INTERIORQRD6oR END INTMOR 3010 12'-0• 11'-r 18'-6" 9•-9" t2'-0' 12'-6• 11-6" 10'-7• 12•-6• VW-7' Ir- llr_s' 30.0 12'-0' 9'-9• 11'-8' 9'-9 12•-6• 12•-8' 12'-6' tY-6• 11'-31 126-6' 3810 12•-0' td-7' td-11' 91-2' 12'-6' 12'-6• 11'-11' 10'-0' 1Y-6• /2•-6• 36.0 12'-D• 9•-2' 10•-i1' 9'-r 12'-8• 12•-6' 11•-11' tY-6' 1d-4' 12'-B• 40A 12'-0' 9'-IG' 1G-4 6•-9• 12•-6' 11•-8• 11'-4• 91-61 12•-8' ' 11-6' 40A 12'-0' B'-9' 10'-S' Y-9• 12'-6' t1•-8' 1t'-4' tY-6• 9'-70 12'-6' 4S0 12W 91-3' id-11 e'-4' 12•-5• 10'-it' t0•-11• 91-11 12•-6- /2•-6• 4S0 12•-0• B"-C f0•-1' e•-4• 12'-S' 10'-I1• 10'-11' it-6' 0'-0' 12'-6' 600 12'-0• 8'-4• 9•-8• B'-t' tr-o' 10•-4' to*-r B'-9' 12•-6' 12•-8• 800 12'-0' 8'-1• 9'-8• e1-1' 12'-0' 10'-4' 10'-7' 1r-8' 6•-6' 12'-8' no 1r-0' 8'-C 9'-0' r-t0' I1•-8• 9'-t0' 1d-3' 8-81 1r-B' 12'-6' 68.0 12'-0' r-10• 9-5• r-10' if'-B' 9-10' 10'-3' 11-8' F-1• 12'-8' 6010 12'-0- 8•-0' 9'-2' r-8• 11'-4' 8'-5• 9•-11' 8'-S' tY-s" fY-6' 800 121-01 71-61 9•-2• 7•-6' 11'-4' 9•-V 9•-1P 121-V 7•-9• 12'-6' no 12'-0' 7' Br 8'-W 7'-2'. 11•-0' 9'-1' 91-8• er-e 1r-6' /Y-B- 66.0 12'-0' 7'-2' 6•-/1• T-2' til-o• 91-1' 9'-8' 1r-8' 71-5' Ir-8• 700 12'-0' 71-4• e•-0• 6'-11' 101-9' 6'-91 9'-5' r-10• 12'-B• ' Ir_6' 70.0 12•-0' W-11• 81-8• 6'-11• 10'-9• 8'_9• 9'-8' r-1 92'-fi 7-2' 12•-B' 76.0 12'-0' 7'-1' 6•-6' 6•-8- td-6' B'-5' 9'-r r-8- 12'-6' tY-6• 740 12'-0' 6"-e' 8'-8 r-6• IO'-8' e'-5• 9'-3' 7'-6' 1r-61 6'-11' 12•-6• 80.0 12'-01 6'-11' r-4' 8'-51 10'-3' 8•-2' 9'-o' r-5' 12•-61 W.I. 6•-8• 1r-6- 80.0 12'-O• W-5• B•-4' 6•-5' 10•-3' 8'-2' B'-0' r-5' 12'-6' 6'-8• 1r-6• ei0 12'-0' 6-8" fi-2' B'-3• 9'-8' T-11' e'-10' r-Y 12'-6• B'-1' 6'-8' 12'-6' 6810 12•-0' 8•-r 8'-2• 6•-3• 10'-1' 7'-11' 8'-10• 7'-2' 11-6• 6•-6 U12*-G* 9010 t2'-0' 6'-6' B'-0• F-1' 9'-2' 7'-e' 8•-11' r-o- 12'-5' 7•-l0' 6'-4' 12•-6' 90.0 1'-0• 6'-I' B'-0' 61-1' 9'-11• 7'-8' 6'-8' 7'-0- W-5- 6'-4'f2•-0' 9'-4- r-to• 8•-11• 8-8 7'-5- B'-6' 6•-f0• 12•-1' r-5- 6•-2' Y-6' 900 12'-0' S'-11• 7•-f0' S'-11• B'-8• r-6• B'-6• 6'-1D' 12'-1• 6'-2'10010 12'-0' 8'-2' r-8' 5'-9• W-Ir 7'-W 8',S' 6'-8- 11'-9' Y-0' 6'-p IY-6' 10010 12'-0' 5'-9' 7-e' S-9' 9'-Y 7'-4' B'-5• 5"-6• 11'-9• 6'-0'1010 12'-0' 6'-O' r-r 5-e• 7•-Io' e•-8' r-10• 6•-6' 11'-6• C-B' 5'-10' 12'-4• 105.0 12'-O' S•-8• 7• ' ' •-4' ' ' ' ' • ' ' ' SCHEDULE 16' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION] SCHEDULE 2b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION), FLOOR TO CEILING fTRAPPEDI MOUNTED MAX.SPAN 00 FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLTON3 FOR A GIVEN GIVEN A.S.D.DESIGN PRESSURE(mal)AND FOR 12'-0•(CASE 1)&V-W(CASES In&11)MAX.MULLION AS.D,DESIGN PRESSURE RATING(D.9.L)AND FOR 17-W(CASE 1)&8'-0•(CASE III MAX. SPACING(0) MULLION SPACING((t) MAXIMUM MULLION SPAN TO MAXIMUM MULLION SPAN (Er) VNG G 4-xw THICK G1 455.1df4'TH4ClC G3 M'xl/4'THICK AISD G 4'x65Al4'THICK G1 4>1i�AWTHICK G3 2W-x1f4'THICK lem l.cm E IM MULLION 6{UWC)I RA MULLION �PRESSUM ]MULLION ll.U1UON MULLKA4 CASES SPA0N0 RAM ,�PACdI/i a'+daJa&71(7 OterAm(1 NONDam)f D30rtuDN f ORDFx7Q1'!0.R;3.7ATIDt '-` (�tt+0 SPAt71x7 08(•I pILB(urAB(03}fDQGtI p a07mlma�i mom178( -0mm 11 mT ak-m (pAr) (R)0 (fit (0)t (4t (4t (0)t W (@t END lwtJ ('")' fit (0)t (fit (fit Ot (fit Wt am NIIFn'IOR END 04TMOR arEmt END NTMOR MULLION END I INFERIOR END INTEIIOR NOEAIOR END 1NTER20R 30.0 I2'-fi -17-6' IY-61 12'-6' 12'-6- 71'-O' z - 3010' 12'-O" - 12'-8' 1 -6' 12•-6• fY-6' - 11•-O' CI 3510 1Y-0' - 12'-8' f7-B' fl'-it' 12'-6' - 11•-0• 35.0 12'-0' - 12•-6' IV-8' 11-11- 12'-6• - 11'-0' 40.0 Ir_C` tY-s' 11-6• IV-4• 12•-6' - 11•-D' 3 4010 12•-0• - 12•-6• 11'-8• 11-4• tr-6' - 11'-0• 3§ ;� 4610 12'-0' - 12'-s' t0'-I1' ld-it• 1T-8• - I1'-o• 4S0 12'-0' - 12•-5• td-it' 1d-1' 12•-6• - 71-o• INTERIOR �r CASE[ x 500 12'-0' - 12•-0' id-4' 10•-7' 12'-6' 1t•-O' 6010 12'-6• - 1Y-0' 10'-4• t0'-r 12•-6' - 11'-0' MULLION 65.0 1z'-0' _ IV-8• 9•-10• td-3' tr-6' - 11-0' 55.0 12'-0' - 11•-B' 9'-10' td-3' 1Y-s' - 11'-0• 6010 12•-O' 11-4 9'-5' 9'-ii' 12•-6' , 60.0 12'-0' - 11-4' B•-5• 9•-11' 1r-s' - lt'-0' i.- - e0.e 1'-0' - it'-3'. 9'-4• 9'-11• W-6• tt'-0' 60,e 12•-0' - I1'-3' 9'-4' 9'-tr 12•-6- - it'-0' - 30A -8'-O' - 12'-e' 12'-6' 12'-6' 12'-6' - it'-0• 30•m 8'-0' - 8-0" 91-0' 91-01 91-01 35.0 W-W - 12'-6' 12'-6' 12'-6' 12•-8' - IV-0' •S"- 5- 3108•-0' - 9'-O' 9'-0' 8'-0' 9'-O' w-cr00 8'-D' 12'-6' 12'-6' 12W 1 - 2'-6• 11 - '-0• 40.0 8•-0' 4 - 9'-0' 9'-0' 9'-0' - 9'-0• MULLION SPACING:"S" Oso e-o• - 9-O' 9-0- 9-0' 91-Ir - 9-0• 45.0 B'-0• - 11-6• 12'-6' 12'-6' 12'-6' - 11-0" 60.0 81-0' 12'-6' 12'-6' 12'-1' 12'-6• It•-0- 5" 8'-0' - 9'-0' 9'-0' 9'-D• 9'-0' - 9'-0• 6S0 8•-0' - 1r-e' 12'-6' 11•-8• 12'-6' - 11'-a' 1&0 e•-O' - 9'-0' 9'-0• 91-0• 91-0' �o IT-0• - 12*-2• Ir-Z" 11•-4' 12•-2' - 11'-O• 'MAXIMUM MULLION SPACING SHALL BE SUCH emw 0010 e•-o' - V-W 9'-0• 91-o' 9'-o' - 9•-p• eoa e'-4' 12•-00 121-0• 11-4• 1z•-o• 111-D' THAT MAX ALLOWABLE SLAT SPAN FOR THAT ee•m W-W - 9'-0' I 91-0• 9'-0' 9'-D- - g•-0• 3 -0' - 9•-0• 9•-O• 9'-0• 9•-0• - 9'-0• DESIGN LOAD SHALL NOT BE EXCEEDED. 700 e'-0• 9'-D' s•-o• 00 8' 3910 8•-0' 91-O' 9'-0' '9'-0' 9'-0' 9'-0' 7810 e'-0• - 9'-O' 9'-0• 9'-0' 9'-0• - 9'-0' 4010 8•-0• 9'-o' e'-o' 9'-0• 9•-0• s'-0• t MULLION ORIENTATION IS AS SEEN FROM THE em.0 8'-0• - 9'-0' 9'-0• 9'-0• s'-o' - 9'-0•. 48.0 8'-0• - 9'-0' 9'-D' 9'-0' 9'-0' - 9'-0• OUTSIDE(EXTERIOR)OFPQpr�Ty1."."••, 66.0 8'-0' _ 9'-0' 9'-D' 9'-0' 9'-p' - 9'-o' 60.0 8'-0- - 9'-0' 9'-0• 9'-0• 9•-0' - 9'-0' 11.VP`vv �1 T 90.0 8'-0• 9•-O• 9•_0•. 9•-0• 9•-0• _ e•-p• D5.0 8'-0' - 9'-0' B'-0' 9'-0' 9'-D' - 9'-0' 11 96.0 8'-0' - g'-0• 9•-0• 9'-0• 9•-0• - 9•-p• 11 '••�CL•j;• �'� 100.0 6'-O' - g'-0• 9._0. .-0. Q,_o. =111 am 8•-01 - 9•-0• 9'-0- 9'-0• 91-0' - 9'-0• •A 1'•, yY e6.0 8'-0• - 9•-0' 9'-0' 9'-0- 9'-07 - 9•-0• �A` t �• tt FLORIDA BUILDING CODE(Non High Velodly Hurricone Zone) 700 B'-0' - 9'-0' B•-0' 9'-0• 9'-0' - 9'-0' c • 760 B'-0' - 9'-0' 9'-0' 9'-0• 9'-0' - 9'-0' i VJ 02017 lA7EC0 WO. /r • 4At1 or amo W.O. -0•- 9'-0' 9• 8'-9'• 9'-0' - 9'-D' 1 _ Naufllus 6510 13-0• - 9'-0 B'-s•• e-3'• s'-0 - 9'-0• �'^ iQ ,� g yaN v 1LoHtn Sh1:KorS m W124/ oa4 8'-0• - 9'-0• 8'-z'• r-9'• 9'-0' - 9'-0 'L E O RNC. DATE w.o B-0• - 9-0' 7*-8'• 7*-4'• 9-0 - 9-0' w•S •. Q f 115 GLUT ng7ING R R7GWF.ERING COMPANY EXPERT SHUTTER SERVICES INC. 100E 8'-0' - 9•-0• r-3'• 7•-0'• 91-01 _ 9'-0' y 1L•6•• V 1 y:,�ry xw a-su.3m r+asna.n Rhee 1526 S.W.PWIMORE STREET 17-244 'NOTE:USE WEDGE•BOLTICHOR ANCH02SEESCHEOOF HILTI.[NO HUS-H SCREW 111.ES & ON SHEET�ORPOWER FASTENERS, �C•E ,lle1`�IIII 1 •emat® orO�lW.Ocm�nAn_l�� PNns:lmo8j74�-Lm�a�rA�1.•(m)�r-aro WAIVING. WALTER A TI LII Jr.P.E. •"• ac nn P.E.SEAL/SIGNATURE/DATE FLCFWA U_- /"157 sllrar oF26 SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULUONS 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.E).& A T-U"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND T-U"MAX.MULLION SPACING SPACING(ft)• (FT) MAXIMUM MULLION SPAN(FI) MAXIMUM MULLION SPAN(FF) Mv. mm pgpOjr M ©47c W4'MULLION G7 4UwXl4'MUWON O4-xM114'THICK(3,V FLANGE')MULLION W N�xlMwt4 ©4'A6'x1/4'MULLION G1 4"x8'SA/4'MULLION 02614 x/4'CK nmm RATM (C;•1 f MULLION �RATM � OWITAMO.V Of ORIENTAM 2(Q ORIENTAMN/I ORtENTAnON 82 ORIENTATIAY 1 OW4AM 92(Q) (Di►•) (N ORLWAno:l e1 oFS-:NiAnau z(Q oR1ENTAnoN 1 ) OR1EMAfAN/2(Q) owENrrArwN Iz Q) IND NTERIOR END INIERIOR END OITEWOR ENO NTERAR END END NIERIOR ENO NTERIOR END WrMOR END INTERIOR END INTERIOR END MERIOR 30.0 -(Y 12'-8' 12'-8' 12'-6" 12'-8' 12'-8" 1Y-6' 12'-6' 12'-6' 12'-6" /2'-8' 12-6' 7'-0' 12'-0' 12'-6' 12'-6" 12'-6' 12'-B' 12'-6" 12'-6" 12'-B" 12'-8' 12'-8' 3510 7'-O' 1Y-6' fY-6' 12'-8' 12'-6' 12'-6' SY-8' 12'-8' 12'-6' 12'-8' 12'-6' 1Y-Ir 7'-0' Y-5' 12'-6' 12'-8' 12'-8' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 40A 7'-0' 1Y-8' 12'-6' 12'-8" 1Y-8' 12'-6' 12'-6' 12'-6' 1Y-0' 1Y-6' 1Y-6' 1Y-6' 7'-0' IV-11' 2'-6' 1Y-6' 12'-6' IV-0" 12'-6' 12'-6' 12'-8' 12'-8' IV-6' 4610 7'-0' 1Y-8' 12'-0' 1Y-6' t2'-6' 12'-87 Ir-6' 12'-6' 12'-6' 1T'-6' IV-61 12'-6" 7'-0' 12'-0' 12'-0' 12'-6' 12'-6' IV-8' 12'-6' 12'-6' tY-8' 12'-6' 12'-6' 60A 7'-0' 1Y-6' 11'-7' 12'-6" IV-61 1Y-6' IV-6' 12'-6' 12'-6' tY-6' 12'-6' 12'-6' 7' '-0" 11'-r 1Y-6' 12--s- 12'-6' 1T'-6' fY-6' 1Y-6" IV-S' 12'-6' 55.0 7'-0' 12'-8' i1'-3' 12'-8' 1Y-6' 12'-6' 1Y-Y 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' T-0' 17-8' 11'-3' 12'-6' 12'-8' 12'-6' IV-3' 1Y-8' 12'-6' W-8" 12'-6' 60.0 T-0' 1Y-6' 10'-i t' 12'-6' 12'-6'- 12'-6' 11'-11' 12'-6' 1Y-8' 12'-8' fY-6' 12'-6' 60.0 T-0' 12'-6' 10'-tY 12'-6' lY-6' 12'-8' 11'-11' 12'-6' 1Y-6' 12'-8' Ir-8' 65.0 7'-0' IV-6' f0'-8' tY-1' 12'-6' 1Y-8' I1'-7' 12'-6' 1Y-6' 12'-6' 12'-8' 12'-6' 65.0 7'-0' 12'-8" 10'-8' 12'-1' 12'-6' tY-8' 11'-7' fY-6' 127-8' Y2'-8' 12'-8' 704 T-0' fY-6' 10'-S' 11'-6' 1X-6' 12'-6' 11' 3" 12'-6' 12'-8' 12'-6' 12'-6" 12'-6' 7'-0- 12'-8' to*-$, 11'-8' 12'-8' 1Y-6' 11'-3' 12'-8' 12'-6' 12'-6' 12'-6' 7" 7'-0' 12'-1' 10'-2' 10'-11' 12'-6' 12'-6' IV-0" 11'-11' IY-6' 12'-0' 12'-6' tY-6' 7'-0' 12'-1' t0'-2' 10'-11' 1Y-6' 12'-6' 11'-0' 11'-11' 12'-6' 12'-8' IV-6' 004 7'-0' 11'-8' 9'-it' 10'-6' 1Y-4' 12'-6' 10'-10' 11'-5' tY-6' 12'-6' 11'-11' tY-6' 7'-0' 11'-8' 9'-t1' 10'-8' 1Y-4' 12'-6' 10'-10' 11'-5' 12'-8' 11'-it' 12'-8" 85.0 7'-0' 111-0' 9'-9' f0'-2, IV-I' 12'-8' W-7' 11'-0' 12'-6' 124-8' 11'-4' 12'-6' '-0' 1I'-0` 9'-9' 10'-2' 12'-1' 12'-6' 10'-7' 11'-0' 1Y-e' 11'-4' 1Y-6' 9010 7'-0' 10'-r 9'-r 9'-10' IV-10' fY-5' 10'-5' 10'-8" I2'-6' 12'-2' 10'-10' 12'-6' 90.0 7-0' 10'-7' 9'-7' 9'-10' 11'-10' 12'-5' 10'-S' 10'-8' 12'-6' 10'-10' 12'-6' 9510 7'-O' 10'-2' 9'-5" 9'-6' 11'-7' 1t'-11' 10'-2' 10'-4' 12'-6' W-9' 10'-5' 12'-6' 90.0 7'-0' 10'-2' 9'-5" 9'-8' 11'-7" 11'-ii' 10'-2' 10'-4' 1Y-6' f0'-5' 12'-6' tw.0 7'-0' 1 9'-10' 91-3' 9'-3' 11'-5' 11'-6' 10'-0' f0'-1' 12'-6' 1Y-6' 10'-1' 12'-8' 100.0 7'-0' 9'-10" 9'-Y 9'-3' 11'-5' 11'-6' f0'-0" 10'-1' 12'-6- 10'-1" 1Y-e" 105.0 7'-0" 1 9'-6' 9'-1' 9'-1' 11'-3- 11'-2' 9'-10' 9'-10' 12'-8' 11'-1' 9'-6' 12'-6' '-0' 9'-8' 9'-1' 9'-1' 11'-3' 11'-2' 9'-10' 9'-10' 12'-6' 9'-6' 12'-6' 11010 T-0' 9-3' B'-11' 8'-10" i1'-1' 10'-f0' 9'-9' 9'-7' 12'-6' 10'-9' 9'-S' 12'-6' 7'-0' 9'-3' 8'-11' 8'-10' 11'-1' f0'-f0' 9'-9' 9'-7' 12'-8' B'-S' 12'-8' 115.0 T-0' I 9'-0' 8'-10' 8'-7' 10'-11' 10'-7' 9'-7' 9'-5' -12'-6' 10'-S" 9'-1" 12'-6' T-0' 9'-0' 8'-10' 8'-7' 10'-1l" 10'-7' 9'-7" 9'-5' 12'-r- 9'-1' 12'-8' 120A 7'-0' 1 8'-9' 8'-8' 8'-5' 10'-9' 10'-3' 9'-5' 9'-Y 12'-8' 10'-2' 9'-10' 12'-8' 1200 T-D' 8'-9' 1 8'-8' 8'-5' 101-9' 1 10'-Y 9'-5' 9'-3' 1Y-8' 9'-10' 121-6' 125.0 7'-0' I 8'-6' 8'-7' 8'-2' W-7' 10'-0' 9'-4' 9'-1' 12'-6' 9'-11' 6'-7' 12'-6' 125.0 7'-0' 8'-6' 8'-7' 8'-2' 10'-7' 10'-0' 9'-4' 9'-1' 12'-6' 0'-7' 12'-6' 13010 7'-0' 8'-4' B'-5' 8'-0' f0'-6' MI'-7' 9'-2' 8'-11' 12'-8' 9'-9' 8'-5' 12'-8' .� 7'-0' W' r 6'-5' 8'-0' 10'-6' B'-B' 9'-2' 8'-11' 12'-6' 8'-Y 12'-6' 1b10 7'-0' 8'-2' 6'-4' 7'-9' l0'-4' Za*-ir 6'-9' 1Y-6' 9'-8' S'-2' 12'-6' .0 T-D' 6'-2' 8'-4' T-9' f0'-4' 9'-7' 9'-1' 6'-B' 12'-6' 8'-2' 12'-6' 140. T-0" w 8"-3' 7'-7' 10'-1' 8'-7' 12'-6' 9-4' 6'-0' 12'-6• 7'-0' 8'-0' 6'-3- T-7' f0'-3' 9'-4' 9'-0' 6'-r 1Y-8" 6'-07 12'-B' 146.0 7'-0' T-10' 8'-2' 7'-5' 9'-9' 8'-6' 12'-8' 9'-2' 7'-Ior 12'-8' i48D 7'-0' 7'-10' 8'-2' T-S' 10'-1' 9'-2- 8'-10' 8'-6' 1Y-6" 7'-10' 12'15010 7'-0' 7'-8' t;'-1' T-4' 9'-5' 8'-4' 12'-6' 8'-11 7'-8' IY-e' 50A 7'-0' 7'-8' 6'-1' T-4' 10'-0' 9'-0' 8'-9' B'-4' t2-6' 7'-8' 12'-6' 155.0 T-0' T-e' 8'-0' r-r 9'-2' 8'-S' 12'-S' B'-8' T-8' 12'-6' ImD 7'-0' 7'-6' 8'-0' 7'-2' 9'-10' 8'-10' 8'-8' '-3' 12'-5' 7'-8' 12r-S' 1Y-6' 160D 7'-0' 7-4' 7'-11' 1 7'-0' B'-98'-6' 8'-7' 1 8'-1' 1 1Y-2' 7'-S' 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. 1'MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. D MULLION z o � S INTERIOR MULLION d.( 111 �.lf��"1J Y 111; FLORIDA BUIU7ING CODE(Non High Velocity Hurfieono Zane) • s• •4 'S�` ,j �Q�' : : 02617 TILIECO INIrE -=. Nautilus , LC. MULLION SPACING:"S" r 913 I O tNc. RoHtrtys6utterSYSftm CO/24/17 TILUT TESTING h ENGINEERWO COMPANY EXPERT SHUTTER SERVICES INC. _ 1 e»k..• u x.. r..u.a t v ee 1626 S.W.MUM STREET 17-244 _ (� =� A) -:'yo.r-.1>G7erI-Tin PORT ST.LUM FL 34984 —EBW0 .70 9 w'a`L(PAD T.7_Lme.nL•<7f11 6T,-OfM DRAW&IO No 1 WALTM A.i7Wi:r.P.E. n.r au�eu o®m. me P.E.SEL/SIG E/DATE rLOMA Ur_1 44167 sNLCT 26 or 26