Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
7/12/2017 Florida Building Code Online f �MEN t Ai r ,ch. ,.::F�''Z � tr _,c"��.'sr ?...�.- _� .-4—„,.;y+rF' ,y�'.,u;;,'” r .i/ r i rk• •,:7', BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff SCIS Site Map j Links i Search I dbpra Product Approval USER:Public User .'uu+ Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12246-R3 i Application Type Revision j Code Version 2014 Application Status Approved Comments Archived l3 i i Product Manufacturer Expert Shutter Services,Inc, i Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St j Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com j Quality Assurance Representative Michael Heissenberg' Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com i Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida I Professional Engineer L"1 Evaluation Report-Hardcopy Received i 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 12/31/2018 Validated By John Henry Kampmann Jr. L45 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES.INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.odf Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 i i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://floridabuilding.org/pr/pr app_ g.aspx?param=wGEVXQwtDgvzRNLe5g4OVliltCeHwT5BjK7Eu9K6z3iNpkK3L7-rqRw%3d%3d 1/2 7112/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 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 HVHZ: No FL12246 R3 II EXPERT SHUTTER SERVICES,INC. NAUTILUS Approved for use outside HVHZ-.Yes ROLLING SHUTTER SYSTEM DRWG. 15-071.od Impact Resistant:Yes Verified By: Walter A.Tillit PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1,2,3 and 4(basic Evaluation Reports protection only).Pressure rating: +30,-30 p.s.f.at 20'-0"span FL12246 R3 AE EXPERT SHUTTER SERVICES, and+160,-160 p.s.f.at 8'-0"span with 1/2"slip. See sheets INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. 15,16 and 20 for additional pressures and spans. I5-071.od Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32392 Phone:850-487-1824 The State of Honda is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement :Accessibility Statement Refund Statement Under Florida taw,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section Department with an email address If they have 455*275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,BS., please click here. Product Approval Accepts: F901 0 Ma Credit Card &-A- fps:/Ifloridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqvzRNLe5q4OVliltCeHwT5BjK7Eu9K5z3iNpkK3LZrqRw*/`3d`/`3d 2/2 1 TOLLOT TESTING Fa ENGINEERING COMOANY WALTER A.TILLIT,JR.,RE. tilteco@aol.com rL P.E.License No.44167 FL E.S.License No.0006714 PRODUCT EVALUATOON REPORT REPORT NO.: 16-0520.02 DATE: May 20th, 2()1 5 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Rall up Shutters PRODUCT NAME: Nautilus lolling Shutter System SUBMITTED BY: Ekperi Shutter Services; Inc. 1626 S.W. Biltmore Street Port St. Lucie, FL 34964 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tllit, Jr.; P.E. (System ID # 1906) to Expert Shutter Services, Inc, based on Rule Chapter No, 6IG20-3, Method iD of the Florida Department of Business and Professional Regulation. I This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 201 • Fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended, at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review acid revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2A. PRODUCT EVALUATION DOCUMENT€P.E.D.L Drawing No. 164371, titled "Nautilus Rolling Shutter System", sheets 1 thru 26 of 26, including 10A, 11A, 12A, & 13A (Total = 30 sheets)�preparq�j.�y T•ilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 04��dv'/'1° --LTO 9 hawing is an integral part of this Evaluation Report. 14+¢ �.�`•, . .,.. °� ol 1-153I 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 8fil,-*_l587 . •rf. PRODUCT EVALUATION REPORT NO. 16-0520.02 2 2.2. TEST REPORTS: Large missile impact and cyclic loading under ASTM E-1996 and E-1886 Standards, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202 of the Florida Building Code. Test reports prepared by American Test Lab of South Florida, Report No. 1030.01- 08, signed and sealed by Henry Hattem, P.E-and William R. Mehner, P.E. dated 02/13/09 and addendum dated 02/25109, Tensile Tests on Mechanical Properties of Slat, as per QC Metallurgical, Inc. No, 9AM-31, dated January 16, 2009, signed and sealed by Frank Grate, P.E., per ASTM E-8 and on stainless steel retaining screw, as per lab report No. 9AM-32, dated January 15, 2009, signed and sealed by Frank Grate, P.E. per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On "Nautilus Impact Protective Rolling System" for MAXIMUM span vs. design wind load, as well as anchor spacing vs. design wind load and SLAT span including mullions and storm bars, based on rational and comparative analysis, and in accordance with sections 1604 and 2002 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/18/08, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1996 with missile level D (Basic Protection) 4. NNQ LOADS RESISTANCE: "Nautilus Rolling Shutter System" has been verified to sustain wind pressures, Slat Span shall be as indicated on sheets 15, 16 and 20 of Product Evaluation Document (P.E.D.), drawing No. 15-071. Maximum Anchor Spacing shall be as indicated on sheets 17, 18 and 21 of Product Evaluation Document (P.E.D.), drawing No. 15-071. Storm Bar and mullion span shall be as indicated on sheets 22 and 24 thru 26 respectively of Product Evaluation Document (P.E.D.), drawing # 15-071. 5. INSTALLATION: Shall be strictly performed in accordance with the details indicated on sheets 4, 5, 6,7,8,9,10,10A,11,11A,12,12A,13 & 13A of Product Evaluation Document (P.E.D.), drawing No. 15-071. Minimum separation to glass shall be as indicated on sheets 15, 16 and 20 of Product Evaluation Document (P.E-,p drawing No. 15-071. 1111#110114 A. rk ti 0 . STATE Or 4ORM, 701VAL off PRODUCT EVALUATION REPORT NO. 1-5-0520.02, 3 6. MATEMAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of Product Evaluation Document(P.E.D.), drawing No. 15-071. Anchor specifications shall be as indicated on sheets 1, 8, 9, 10, 1 OA, 11, 11 A, 12, 12A, 13, 13A and 21 of Product Evaluation Document (P.E.D.), drawing No. 15-071. 7. LIMITATIONS AMD CONDMONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 2 and 11,thru 16 indicated on sheet 1, as well as details and notes on sheets 19 and 20 of Product Evaluation Document (P.E.D.), drawing No. 15-071 prepared by "Filteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7 Product SHALL NOT be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, grouted cell concrete II block, and wood frame structures, as limited and defined on Product Evaluation Document No. 15-071. Product Evaluation Report prepared by Walter A. Tillift, Jr.,''P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB 1-00067,19). A. T14Z ENS, 29YA75fF IVAL GENERAL NOTES: 8,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACIUREF 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT{{P.E.D. HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (51h EDITION)OF THE FLORIDA UILDING CODE. -3/8"0x1 1/4" CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE -1/4"0x3/4"SOLID-SET MANUFACTURED BY ALL POINT, INC. /SROWARD COUNTIES). -3/8"0 KWIK BOLT TZ MANUFACTURED BY HILTI. INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5116"0 TAPCON MANUFACTURED BY ITV!BUILDEX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS 114DICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC EDGE DISTANCE AND EM13EDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS i5 THRU 18&20 THRU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING @ 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 & 20 THRU 26. 3/B"0x1 1/4"CALK-IN 3 3/4" 4 1/2" 1 1/4' (3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED. 1/80x3/4"SOLID-SET 3" 3" 7/e"(3000 psi) NOT ALLOWED A 337 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS, FASTENERS 3/8"0 KWIK BOLT TZ 9" 4" 2 }/2'{30(2 psi} NOT AOT AL0 SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. 5/16"0 TAPCON XL 3 3/4" 3 1/8' 2 1/4" {2699 psi) NOT ALLO1Vc0 NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR MULUON CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 70, ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH IOA 11 11A 12 12A 13 & 13A. 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 -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT1, INC. INSTALLATIONS,AS DEFINED 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 BY HllTl, INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET, 4.ALL SCREWS (EXCEPT END RETENTION SCREWOC TO BE STAINLESS STEEL 304 OR 316 SERIES WITH SO ksi EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 90 ksGROUT FILLED OR i TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT"9 00T, 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY MY SUILDFX &SHALL COMPLY W/FLORIDA BUILDING ANCHOR SPACING® 100% EDGE DISTANCE 01 100% CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3/4"0 KWIK 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 ksi MINIMUM 1/2"0 KWIK BOLT TZ 22 7J2" 7 1/2" 3 1j4"(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8"0 KWIK BOLT TZ 6" 4 3/8" 2"(3000 PSI) NOT ALLOWED 3/8"0 HUS-H SCREW 4" 5" 2"(300D PSI) NOT ALLOWED 6. NAUTILUS ROLUNG SHUTTER SYSTEM BEARS U.S. PATENTS 1,16,095,225 AND #7,409,980. 3/8"0 WEDGE-DOLT 4 1/2" 4 1/2" 2 1/2" (3000 PSI) NOT ALLOWED SIDE BALL SHALL 8E AS FOLLOWS: 1/2"0 HUS-11 SCREW OR V0GE DOLT 6" 6" 3"(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR �D 5/8"0 HUS-H SCRDY OR YIEOGE BOLT 7 1/2" 7 1/2" 2 1/2"(300D PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN.3000 p.s.i. COMPRESSIVE STRENGTH. IT.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN 114 CONTINUOUS CONTACT WITH THE BUILDING -5/16"0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTi,LNC. 12. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAIJE BUILDINGS. 21/4'FOR 5Ii6"d TAPCON XL ANCHORS&2 1/2"FOR 3/8"0 KWIK BOLT 3 ANCHORS. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED NQ EMOEOMENI INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.2)MINIMUM EDGE DISTANCE(E.D.) INTO POURED CONCRETE SHAD.BE 14. UFTING MECHANISM NOT PART OF THIS APPROVAL. 4"FOR 5/16"0 TAPCON XL ANCHORS & 5"FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 15. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT_CONSTRUCTION SAFELY AT SITE i9 THE (8)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTIA C-90 CONTRACTOR'S RESPONSIBILITY. -5/16"0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX.INC. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, B.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 UNIT SHALL BE 2 i 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 INT b STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT, A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT 10 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 8.2) MINIMUM EDGE DISTANCE(EA.)OF 5/16"0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. RECORD THAT PREPARED IT. 6.3)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 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF SUCH PANELS. FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LASEUNG TO COMPLY WITH SECTION 1710.82 OF RTE FLORIDA BUILDING COD£. BE USED TO (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=0,46) OR .�Aiy 01�i (t"; S!N152 N THEALLNST TE OF FLORIDA SOUTHERN PINE 112 W/G - 0.55 MIN, FLORIDA BUILDING CODE(Nan High VeiOcity Hurricane Zone) -5/16"o TAPCON XL ANCHORS,A5 MANUFACTURED BY!TW BUILDEX,INC. :• \„� �' : 02015 TILTECO INC. Nautilus ^1 ORAiVN RY: C.1 MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4"PHYSICAL ; ;• F l-1� �)U F.R.4. THREADED PENETRATION. No.441 fi _ Rolling Shutter System 9a/1a/is � �®ISJc. THREADED EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. C-��`" EXPERT SHUTTER SERVICES INC. DATE C.2}MINIMUM EDGE DISTANCE {E.D.} OF TAPCON ANCHORS.INTO WOOD SHALL 8E 2 t +}^,EDGE DISTANCE LS ^6+ jJ r'{1r; nU, TESTING a ENGINEERING COMPANY BEYOND ANY FINISH MAT£RRIAI. }Yn"' c]ss«.w,sam zl.en aas,vaewu,cr.aovs.n.astcc 16't6 S.W.6I17MOFE STREET 15-071 / L fT'•• f]r� who Pnwa:1]0.511171-15]0 Fu.,(]o])aTl-lo]I PORT ST.LUCIE.FL.34904 %OJT''':`�C�R1D a mUl:tilLacoiVc0l.cOm oAASVING No P V PHONE:ie901 7n9_A9S6,r0.V�{TT})871-090O C.3}IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON a �` \ __re a,t THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND r�.{{,.Ar,,A1�� •G4-$- WnLTER nOn4L111" P.G Pff IT341Lv` (AIDATE FLORIDA 4ic.®441 fi7 vieru u" SIIECT 1 OF 24 SUCH PANELS, h 4A K #8 fan #9 #10 0 2)]'.15' ..OEB x612' #5 #6 #7 ,.49t' I r s1s•-I__ ( + r I+ j - IrI ).7,-, i I rI 'I;;f•721' 697 $.#4 595GIG• 645' -S07 I BETA ° eo12.1r Mau'._ cnz-m._ 1tI[IA'IQIIIlSI�n^ 060'-:rp:'o-02IDzD3112.AD I ° i_RV�O18S�TAI'1XII scI;araE5 lys )FL W/yS1I3E R5s2• (nP.) : lio I 14MI1WAMIWlu- #1 #2 #•3 „I^ .5 i r � _ •050'�In m' TRUSS HEAD T<D SIX LOBE NPEiD4164T-Do** 412(5II61HE% E1P.rDETAIL.A RI].] Ift499- R :8.290• 8 '55'- ft3490- L sem, IGot•-r i .-ca]• 1I r: ps4•I RI_..9e9)25'' Rf2II n I (rrPJ°'4°J• °4V °'rb0,•vg 0?1 `_R-'o)F0�• °='(opxIy0.1 Jo8 :]ss1-� OPTION#1 rMDNDLrN .wSCRWSPECS. . OPTION#2(W(WasHER) 410HTSTAINESSSTEELSREWf -SILVERDETAIL'C coATEON1TNaG CHRONEDrREE ANn-CORROSION COATING SYSMAS MPNUFALRED BYSUNBELTCQ4TNGLLC Fy-191.4%Si(Yt1DS)RENGTO, DELB FN=196.8%Si(ENS0.ESTRsZBO Tox (TrP.) STARTER SLAT Im.— SLATS .7'—6ALUWNUMALLOY e6D61T6ALUMINUMAU.OY .J229 FpJl S(ui(Mn.lDETAIL:B SCALE U2-I- ©BASE SLAT " --- ---_ SCALE 12'=1' 60G1T6ALU611NU6t PLLOY SCALE 12'vt' :� .fi25• .200' . 'AM" ACETAL BUSHING www ,IxS�1-1.280• .9x5•- 1.220• .. .._ I— .6A0' _ • I _ (USEW/OPTIONS AI AND 92) .156'- - .135- m .H6•L I .1x5; BUSHINGSPECS - $o c R I ' - DENSITY.to 9h2P .250' TENSILE MODIRUS.J77 ksl ti 1 - mm•) 8 - nP') TEN SILESMSSATY01PRI35M9 125• 12W'--------2421--- O BUILD-OUTTUBE FLExtmALMODULUs56om 6061T6 ALUMINUM ALLOY E00 NOTCHED IMPACT:SSILLfiP SCALE lrr-1- o a70' -4L50'--.__.__ r --A ©RETAINING SYSTEM:�CREW+BUSHING t.zao• O SIDE RAIL * E BUILDOUTTUBE E1 BUILD-OUTTUBE DI l 606146 LUMINUM1+ALLOY 600.}76 ALUMINUM ALLOY 606 E 1/2'NUM ALLOY SCALE'1?=f" SCALE 12=1• 5 A .t3]' SCALE'1R'v 1' *MUST BE REVIEWED BY SHUTTER N MANUFACTURER To ALLOW FOR A MINIMUM -•- 0.050'CLEARANCE BETWEEN SCREW HEAD AND I- -]y, r—Z,pOp•-. _. CAVITY WALL AT NON HURRICANE POSITIONS. �_.. 2,0pp- J E3 BUILD-OUTTUBE GDO1TO ALUtMINUMALLOY ____4,ppp•-___-..__ SCALE:1¢'=Y P; 8I.-,—.J5 n 114'04/4°ITWIBUILDEX TEK SCREW 250- CARBON STEEL I i SCALP t?v 1• 35p- 5116'0[TW/BUILDEX TAPCON XL ANCHOR- - - ---- - CARBON STEEL SCALE 172'=P iii I j D --—]opp- - - -..Ooa•..... .-= O STORM BAR JO 3/8'0 HILT],INC.KWIK BOLT 3 ANCHOR 60G1-TMUMINUM ALLOY OF TRAPPED ANGLE © 4x6 MULLION G1 4x8 MULLION © 4x7 MULLION CARBON STEEL SCALE.UYl V TGALUMINUM ALLOY - 6081-T6ALUMINUMALLOY - - GO61'S BULEMI MALLOY \\�LL1L11L�' 7// SCALE'12'v 1- 606346 ' 8RAPALUMINIIfA N.L E -6051- - �� / _ .. = _ SCALE.ID"=t" SCALE 210'v 1• SCALE W-1" �\ -P_ -� //i- FLORIDA BUILDING CODE (Non High Velocity Hurcicane Zone) y Q\;••�(✓• • • '- a201s TILTECO INC.EYSF F.R.L. Nautilus OtAYN BY: -47A �\27=c Rolling Shutter System 04/+0/I5 =��T� :_ - - �� ��� BatE pB.��', ,�p =* '�1 ��'''L •� TILUI TESTING h ENGINEERINI7 COMPANY EXPERT SHUTTER SERVICES INC. ®�0 ®Y N�� % TATE uF LL/— 4 55 NM.]BI6 sl.s.. c:x, ]]1 1 626 S.W.BILT610RE STREET 15-071 S �[/ PPo°e.(]G5)B){IS]p Yin.,(]55)821-15x1 -O�•, Q• ° PORT ST.LUCIE.FL.-14884 =o mall:lill0ea@a01.c5m DRAWING NO i F 10 \ P1tONL•(B00)749-9DSG.TAX.()77)871-0590 -'LL-�/Cr�'• � ��- SYALTCR A.TLIn Jr RE P.rz IT'\Ix1v�E FLORIDA Ue 7j 44 167 - V1v/12 SHEET 2 OT 20 74 25 0tb - a' 1 SIDEIEND CAP 2 HOUSING(BACK&TOP).040 THICK 19 3 HOUSING(FRONT&BOTTOM).044 THICK 4 SPRING BRACKET 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE 4 Ca- 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) c'- 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 9 � 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR CID*` 13 MOTOR BRACKET cp*1 .100 14 SPRING,GEAR&MOTOR BRACKET BOLTS csA 100 15 HOUSING(BACK&TOP)FASTENERS > s --00 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS IS 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 CPO, BOX & END CAP ASSEMBLY COMPONENTS Coll 10 FLORIDA BUILDING CODE (Nan High Velocity Hurricone Zone) C 2015 TILIECO INC. .}- On. * Nautilus T.R.L. cp" Rolling Shutter System 04/fo/15 DATE 0 L IE C 0 imc. z EXPERT SHUTTER SERVICES INC. = TILLI z '-WE�Jll I"1 1626 Sx GILMORE STREET 15-071 —0: PORT St.LUCIE,I'L 34984 DRAWING Nv P.�C. STATE OF WALTEEB-00061TIS I R A. ILOR�I)A Lie 4`4.16W none surcl a of 26 f --BOX �Y/6 & Y/7 BOX V/9 -O nREAR @ V/9 K ®PEaR 1�w �i Y/6 & Y/7 END CAP-- T -END CAP SEND CAP— SLATS -END CAP SL SLATS r11 S2 <tArs TATS 62 SLATS SLLATS 'SLATS 4 94 i "SLATS � SLATS gs "SLATS v "SLATS vri 0/8 SLATS 8 z 8 GG SLATS. 0 8 0'/8 0,/8 0 0'/8 0'/8 T SLATS -sSL ,o '-- -.—t- uis kB SL SLATS p I 9LAT5_ p (Typ. Ea. END) (Typ. Ea. END) S9 _�9 LATS O LI SLATS�A �— 10 MD.) _-- -.-II I TA (YP•) �- SLATS I i �'f0 r SLATS /i/%%/%�J%i//��/i•////i/ i./://////./////./ ;J% //// %: STORM BAR sPACINQJ / /�//.//:/ ".X//�////!:///Ji /'%//. / � / / (SEE SHEET 22)— __ - ...� - Y/6 & Y/7 Max.SLAT SPAN ©- ov/9 v/9 SEE SCHEDULES ON SHEETS 15&20) �--� ---��-'�'� �' Ma:.SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS �, - - — --(SEE SCHEDULES ON SHEET 15)-'"----------------- NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: -rk- CASE--t: SHUTTER-HEIGHT-EQUAL OR LESS-THAN I V 0"APPLICABLE TO INSTALLATIONS W/0 STORM BARS,W/STORM BARS OR W/STORM BARS& MULLIONS W/ HEIGHTS UP _ - ---- - -- - - - -- - -To 11'-0". (a) CURTAIN SHALL START 1Y/MI SLATS AT TOP. FOLLOWED BY(/2, d3, ..... THEREAFTER.ALL THE WAY D0WN. EACH SLAT#SHALL CONSIST OF MIN.FIVE(5) SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD-BELOW#1 SLAT SHALL-BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM STAT 08 MAY VARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLAT BQMUST BE ALWAYS INSTALLED. I%>X CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0"APPUCA_BLE TO INSTALLATIONS W/O STORM LpLl1Lfq - - - -- - - FLORIDA BUILDING CODE(Non-High Velocity-Hurricane Zone) -- BARS AND LV/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0 °° • • ��% 02015 TILTECO INC. 6RAVIN BY: (o) CURTAIN SHALL START LV/#1 STATS AT TOP, FOLLOWED BY(f2, #3, .....THEREAFTER,ALL a�°Q�r • ••• ,/ �� N u s F.R.L. THE WAY DOWN.EACH STAT SHALL CONSIST OF MIN. RYE 5 SLATS OF THAT SLAT \\ r NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW Ni)SLAT SHALL BE V�•' C"�' Rolling Shutter System a/Lo/t5 CONTINUED UNTIL#10 SLAT IS INSTALLED. AFTER#10 SLAT IS INSTALLED, ADDITIONAL #10 - �� ""®��•O• DATE SLATS MUST BE USED TO COMPLETE THE TOTAL SLIUTTER HEIGHT. 1�0:�346T"i L TILLIT TESTING k CNGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 6155 xw.]6th 51Sos.wtN1u Cu+oa•5.n..U1co 162E S.W.DILTMORE STREET :1f'V� —MA."-1s1a,fo.:aas}B'F7-1v1 PORT SL.L)CIE.FL 3498n 1`J-C7 t (b)BOTTOM SLAT B@MUST BE ALWAIS INSTALLED. a-moa;-0006719l.e°m PNatR:(600)7+9-9039 FAX,(TT2)671-0996 DRAWING No o' STATE OF E6-c6ow19 9 'E.•�C- kl -L r S4,E WALTER A FLORIDA muTLa ar P.E H(I (T 44167 I SHECT 4 OT 26 n�0N IA1 Lq1°`°°`°°° Max.MULLION SPACING W-1/10 OR W-2/11 OR (SEE SCHEDULE --I T-Cor 0G1 or -3/12 OR W-4/13 I'-��)or kw) or ON SHEETS 24,25&26) -1/1 R -2/11 OR Mox.S III=MULLION SPACING W 00 IN SCHEDULE 1,.11�'l SPACING 'UUE 'I'�C -3/12 OR W-4/1,3 BOX (SEE SC (SEE SCHEDULE ( OOf or (a W ON SHEETS 24, 25& 26) ':61,1z' BOX END CAP— END CAP--ji S1 SLATS SLATS #2 #2 SLATS SLATS ti it i p 63 z SLATSvi 8 I SLATS —13/ #4 #4 SLATS SLATS #5 SLATS • SLATS 0 T fff��, -Z I —Q/8LII a6 vt to Q/8 SLATS 7,� 0/8 —0/8—" -- :2 �I SLATS :E Z C: I I ; SLATS :E 0 17 SLATS w t R/B w I n ,. — !� . I - (Typ.) R/13- 0 (Typ.) -1 J- 6. or SLATS ::R SLATS tJ� .1 R/8 7: or END (TEa. yi (Typ. Ea. END) R yp. ) 1i 1zz�z R/8 R/81 8- SLATS - - - or - or ?r I or ,r I R',/B-- 7R'/Elt::� #ia A/8- :R/A . : #10 SLATS SLATS MAX,STOR44 BAR SPACING�'— -/ W-1/10 OR W-2/1108 W-2/ )R (SEE SHEET 22) 1 1> V/9 W-1/10 -' 'OCR W-3/12 OR W-4/13 W-3/12 OR W-4/13 T PAL (Typ.) Max. �PAN Max. SLAT SPAN- �Apx SLAT SPAN' (Typ-) Max. SLAT SPAN !Agy. ------- I [ (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE Si :SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION WZ MULLION & WZO STORM BARS W1 MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDUREFORSLAT INSTALLATION G VEN A SHUTTER-BEIGHT: CASE 1: SHUTTER HEIGHT EOUAL OR LESS THAN Il'-O".APPLICABLE TO INSTALLATIONS W/O STORM BARS.W/STORM BANS OR W1 STORM BARS&MULLIONS W/HEIGHTS UP TO I 1'-O-. (a)CURTAIN SHALL START W/#1 SLATS AT TOP,FOLLOWED BY#2,#3, THEREAFTER ALL THE WAY DQWN�EACH SLAT# S14ALL CONSIST OF FWE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED-QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT@)MAY VARY WITH SHUTTER'S HEIGHT. "%W11I0nI1j"' (b) BOTTOM SLAT@MUST BE ALWAYS INSTALLED. FLORIDA BUILDING CODE (Non High Velocity 1lurdconc Zan.) 0 2015 TILTECO INC. DRAV14 a, GENS CASE :SHUTTER HEIGHT LARGER 714AN li--O"APPLICABLE TO 114STALLATION w/O STORM BAR AND W1 Nautilus MULLIONS W/HEIGHTS LARGER THAN Rolling Shutter System 04110/15 BATE CURTAIN SHALL START W/ 1 SLATS AT TOP, FOLLOWED BY#2. 03, .-.• THEREAFTER ALL THE WAY EXPERT SHUTTER SERVICES INC. - 1626&W.BILTMORC STREET 15-071 QQV�14,EACH SLAT# SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR "2, ADDING`STATS DOWNWARD BELOW ill SLAT SHALL BE CONTINUE UNTIL#10 SLAT IS INSTALLED AFTER STAT�OF .:Cc z POST ST.LUCIE.FL.34984 I LAI D % .11: MIO.E.(00)7I9-9058 (772) DRAWING Na 0 SLAT S INSTALLED,ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER Esult —I — 0006719 HEIGHL wicu s or 2G Lk FLORIDA UO�6 44 67 (t,) BOTTOM SLAT@MUSI LID ALWAYS INSTALLED. 5/16"0 TAPCONS XL W/. POURED .---5/16'0 TAPCONS XL W/2 1/4"Min. 1'xt'x1/8"OR 2"x2"x1/8' 2 1/4:OM)"Mln.EMBEDMENT CONCRETE EMBEDMENT& 1O.D.x0.060"GALV. ALUMINUM TUBE.._ 1/4'0x3/4'ITW 13UILDEX 1EK SCREWS & 1'0 O.z0A60"GAIV. REO'D STEEL WASHER 0 24"O.C. W/ I"O.D..0.060"GALVANIZED STEEL STEEL WASHER 0 24"o.c. :: j;!f•;,{��'/,r/.;,��•%/ %%/' /:/:/`- 5/16'0 TAPCONS XL W/ f/ WASHER 0 24'o.c. /�/�%/%%/%'•"/- 2 1/4'Min. EMBEDMENT % r CLDC POURED CONCRETE ^, % m POURED CONCRETE OR GROUT FILLED R 1E CONCRETE BLOCK_— �� ( / , { OR GROUCT,T FILLED �! � ' �' •�- n ON REQUIRED, WALL REQUIRED. / EDGE OF OPENING "------•- .r EDGE OF, OPENING j/ EXISTING j GXLPSSN ( f O t EXISTING GLASS (BEYOGLASS-. (BEYOND) i (BEYOND) i SEE ANCHOR / ,Illl i SEE ANCHOR -=,i SCHEDULES ON ,I x s w SCHEDULES ON s rml SHEETS 16, 17 w UI SEE ANCHOR /_-'-f'-� = SHEETS 16, 17 & 18 kz SCHEDULES ON O �I L�'^ & 18 •�( � I"� - z =o SHEETS 16, 17 / S z •• o / — & 18 A o f{ N Min. SEPARATION yI2[ n. ON TO GLASS SEPARATION TO GLASS (SEE SCHEDULES, _ xTOR (SEE SCHEDULES, DRR SCHEDULES, S '%• —•U,�`.i II',' ERIOR ON SHEET 15) ON SHEET 15 ON SH ) _ m 7- °/8 0/8 0/8 j •�` 0/s 0/8 '•;( i'" 0/8 POURED CONCRETE OR GROUT FILLED POURED CONCRETE:. CONCRETE BLOCK J� POURED CONCRETE i fj I OR GROUT FlLLEO--( ' WALL REQUIRED _ --- OR GROUT FILLED- - CONCRETE BLOCK !:. _. '.-• _ WALL REQUIRED. CONCRETE BLOCK EDGE OF ••"� WALL REQUIRED. OPENING %% �, EDGE OFf _ 2 1/16' r '. 1._111 ._.. ._. C / _•.�"I 2 1/6' - - ----- -- - - --- - MIN. E.0 E,� 1 ' - I 1--1 1 2•x1 1 2'x0.062".CONT.ALUM '%f,/:, •' :.' ,!i'/ i: f �/i s MIN. E.D 7" E / / '//.i�•;%jr':f �;/f%/• j-. 1__.-- it" L.__2'.4'x0.062,xCONT. 5/16'0 TAPCONS XL W ANGLE W/5/16"0 TAPCONS XL W/ •;I 1" ALUM.ANGLE - / % Z 2 1/4'Min EMBEDMENT 0 24"0x, �POURED CONCRETE 5 16.0 TAPCONS XL W/ _ 2 1/4"Min. EMBEDMENT / _/ - _- (('c=3 ksi_Min.) REO'D 2/1/4'Min. EMBEDMENT 0 24"o.c. - - - - ._ - - _ _ 0 24" WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS Y_W11�„11t11101"1,,,,,, �� •T�((� /i FLORIDA-BUILDING CODE (Non High Velocity Hurricane Zone)- - - `y�?�'�CENSF••.� �� 02DI5 VLTECO INC URAWN OY: INSTALLATION DETAILS ON EXISTING POURED _ * Nautilus F.R.L. CONCRETE OR GROUT FILLED CELL CONCRETE ~` �ga1s_ *0 p� ��®arc Rolling Shutter System 04/10/15 BLOCK 6 U I LD I N G S = '• y� _'// TICCIT TE5TIN0 ENGINEERING coMPANr EXPERT SHUTTER SERVICES INC. o ,STAt Df es)5 n.x.)filo a)oi eaN cMOWs,n s lcc 1626 SW BILTMORE STREET vows•Oosjei-Ism.i,.:QGS)ml-Is)I 15-071 �s' 6(/ a-m9G:Blt—C.M.... PORT ST.LUCIE.FL.34904 SCALE: 3/16° = 1'• F A;' DRAWING Na ��i 1/,(`•. LaRI� �� �` EB-OGOG719 PNGNC'(GGO)719-9056,FAC:(772)GTI-0580 L sL WALTER A11LLN Jr,P.E. mn F1 , /AICAI�1'•�;[ E FLORIDA Lia.#44167 - um/•+ E SHEET G Or 26 / L11V Fi EXISTING OR RAFTER TING WOODS EXISTING WOOD 5/15/10%TAPCON5%L W/ 5/16`0 TFPCONS%L W/ TRU / TRUSSES OR RARER r2 1/2"Min.PENETRATION 2 1/2"Mi..PENETRATION 1"x1"x1/8,OR 3/4'0x3/4'RW BUILDER .x7 ! _I/4'mx3/4'In•/BUtLDE% I k 1'0 1).x0.060'GALV, d:1"O.D.x0.060-GALV. T_EK SCREWS w 'xi/0'OR EXISTING WOOD I TRS SE OR 2",2'x1 B' ! 7EK SCREWS W TRUSSES OR RAFTER. i STEEL WASHER W 24'o.e. I--TRV55E5 OR RAFTER STEEL Y/ASNER W 24`ax, ALUMINULI TUBEf r O.D.x0.060'CALVANREO /e"� �1 1'0.1).x0.060'CALVAJ82ED .. .. ... o _' 5-EEL VAASHER W 2a' ALUMINUM TUBE' .- ... _ _ I _ STEEL WASHER W 24'o.c TAPCONS NL _ _ -,JJ W/2 1/2"M- I' ^--- 5/16'0 TAPLONS%L T - - j~ ___.... _ /�1• ETRATION __-. 'N/2 1/2' PENW 24" I _ PENETRATION 0 24- (ZI 2"x4'OR �� I (2)2'x4'OR 2'x B'CONT. --� 2'x6`CONT.1 I WOOD HEADER _ WOOD HEADER ///444���}}�LL (2) 'CO OR (2)2'x4-Tr REQUIRED (/`' ( REQUIRED „(( , 216'CONT _ -'� ���\ I WOOD CONT. ` 1 1 /++ ( I WOOD HEADER 15'000 HEADER I ( REQUIRED 3 1 ED f� , �- -•-t -T- OEDGE:PEN OF.. :r\•YC J % L \�\ 7 I y l�tA�7 I I '\' S d\, r N OPETIING ', '� ` M III I OPENINGE G , :1\1 - \J OPENING \\J` \! M CODE OPENING 1 \, / I 1 � iY� t 1 I l I D CESS I s 1 D 1 UI59AG DBEIGOR (BEYOND) E%ISONc .i.-� 'I , EXIERIOfC o E%15TING a Cc 1 % N cross 77 j { (eEYONO) i I ) ! I II cuss__= I I F7(IIIGOR (BEYOND), I I I 1 u L —Oq i c I l l o I Arm E OR E3 ! f 1 p (z)z14'OR , 3 - , Mtn. i + i: 0 __L I. i ( —l"J u (2)2'x6' - I s'io cAI e�ON DaMOR i (z)z",4'OR C I I I Min. '-n .a () J Mia. 2 2"xa'OR ��-— , I. _ 2"x6'CONT. ": ` I 4� SCPARATON CONT,YlOOD ?- - .� 2"x6'CONT. 1 SEPARATION t5 j Y100D STUD �- I'-- TO GLASS 'z STUD W 1G" `.1\` I. ISLE SCHEDULE OH S a ,1 ,1 WOOD STUD ,��____.____�' TO GLASS \\\ O.C.IAA%. _ \ 1' pa AIEC1]0) - � '1ll` 1 3 W 1G"O.C. 1 (SEF SCJiFIIUIE Oq .I-i i .\� `{ -___ - y -1 1 _\ ... \ I \ I: x ® I6'O.0 ... - 7 (S0:6UUD71E W3 REQUIRED. ��� MAX,flEOUIHED ) i (SEE SHEET EE ANCHORS MI^' (SEE SHEET 20) (SEE RH�R 20 _--'tit � '.�4-•: SHFt7 1OJ .__��i.._ SCHEDULE 1 j SEPARATION ) ' 'I 20) v 1 ON SHEET 21 N •i 1 1`1\ (6TE SCHEDULE ON C •j �', Q •I __ 1 I '1 tt ` 'G7 11 }T\ `I SHtxT Tal O/B. '1 O�B a�5 �'1 D�8 DAB S (2)214"OR \ ( q LEE ANCHORS t� 1 1 'I. SEE ANCHORS L �VL41 FINISH EDGE \ \\<\ (2)21x6' 1 \\ !I SCHEDULE = II I j }. SCHEDULE d QE \ (, CONT.WOOD_ ll ON SHEEP 21 EDGE OF I I 3 ON SHEET 21 OPENING' ` n \ OPENING 1 p .UG a 16' 1 1 I O.C.IRED REQUIRED. C I _I r/2'x1 1/2'.0.062' SEE 5T1EEf i t.: -_Y -' ( ----- 1 ' ( I I 1- EO=. 2'x4',0.062'zCONr. i IE I ,j (SEE ANCHORS 1 E.O. ,CONT.ALUM.ANGLE `i \ ' -- r 1 \i SCHEDULE _1 _IY _ \ 20) 1 A L1\_\E.O.1_i ALUM.ANGLE ON SHEET 21 .,,5/IG"m TAPCONS XL I• \ 1 y PE 2 1/2'Min. I (]/B!\ i\ I B `\ \'. _5/16'm/APCONS NL \d1\ \ I F \ \ PENETRATION 1/2N ii ~` PENE7RAT ONAfin. 2'x4"0R 2'a6� \\ 1 -FlnUSH W 24-a.c. \ .._ .?� WNl,FlNISH a 24'o.. I \ 2'x4'OR 2'x6 ,\\ 1 1 - WnLL FINISH 2"x4'OR 2'x6' I 2"x4'OR 2oi/i'B, r i I D�B CO"`*WODD \� CONT.14001) \ 1 '�)�\ l''.` E%iSTING YIOOD F`+6 1 I I BOTTOM PLATE \ EXISRNG 1V00D '1- 1 (.fo CONT.WOOD CONT.YlOOD EXISTING 54071) DECK OR BOTTOM PLATE I �j EXISTING WOOD BOTTOM PLATE I t DECK OR REQUIRED �� REQUIRED �� 1.I- DECK OR DECK OR DOTTON PLATE I 444 CONCRETE SLAB _I REQUIRED CONCRETE SLAB REQUIRED CONCRETE SLAB, (SEE SHEET 20)=-._ _R,OUIREO. (SEE SHEET 20) _ '", REONAM S� (SEE SHEET 20) — `•� REOUIREp, (SEE SHEET 20) �- \� l�a-/�REOUIRED.� i x ED • " /' '....___.�. _.r.` Ii APPUfi+blF) - (D/FF71 WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS N,T.S. {T111111111111/ FLORIDA BUILDING CODE (Non High Velocity Ilurricone Zone) izzols TILTECO INC. N a u t i I u S DRAWN BY: \GENS �r T.R.L - T - Rolling Shutter System ua/Io/ts -rUf1.N.ARBT�-r DATE �"`v G/ 'TICCIT TF.STINC&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. '.vrtcww wlo[rva.n.Ja16ti 1626 S.W.13ILTMORE STREET 15_071 S",',+; //" 1•m�c Owarl-1'sio',ra.1 nmlorl-1.u1 moA•UK-900I.cam PORT 5T.{.UCIE,": 777 -o'. STATE OF •A(�� a EB-0006710 PHONE:(ace)749-9056.TAX:(777)1171-2790 DRAWING Na 1YALTEH A 71LLR Jr.PE. mx o.rt rr5x�na„ O Ej1�tiUi.ryi\WRE! FLORIDA Uc.((44107 11.1 u.ulix sHECT T or zfi +�,,,,,A,ONih u%.��`va r -Min.EO - POURED CONCRETE OR GROUT FILLED—"v -- I OR � I OR ,) POURED' \ ', O ORQ /� I CONCRETE BLOCK \\. O O O O I CONCRETE OR ` P 11 ED OORI.1 1�� - POURED ,--- -- i (SEE SCHEDULES ON (SEE SCHEDULES ON\ I OROI FlLLCO--",•' (SEE SCHEDULES,N, CO R OR �J CONCRETE OR \ / SHEETS 17& 18) SHEETS 17&18) \I coo RI)CK \\ SHEETS 17&18 \y CROUP FILLED (SEE SCHEDULES ONS I GROUT FILLED.— •\ f \, CONCRETE BLOCK SHEETS 17& 18 CONCRETE \� / .\;\\,' \ 'N \, \ `\\ ` ) DLOCK �(/�{�7 2 750• \ \ \ \\ \� \ ,\t •, 5' \�\\;•\\; ;\\ \\�,�\,\ \,_ Ji 4" OOR q f -z- z J�-oR E1 O 01 oR 1/e O 4"O.C. ) -CD SUP I/2 14' 04.:e�C SLIP 1/2•• 1/4' t� SECTION W,/ STORM BARS FLUSH MOUNT (WALL) \,\\.\\ OR I/a•SLIP \\\. TRAPPED MOUNT BUILD-OUT MOUNT SECTION P-P (PLAN BUILD-OUT MOUNT SCALE.3/16'a 1" SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE 1/4'-1• r --©OR G1-, I I I I G OR© , -_ — -............. -_• Lc .l J� O� �O ' 'I 2 750' ! @D 4"o.C, a H > A H 0 4'o.c.,l ,, \\ A 9 4"o.c\ I�- /4V 4'o.c. I l_ y DR t/8'SUP ' t SECTION 0'-0' (PLA ) C R 1 '/a- I/2. I/4' 1/2. 1/4' 1 2 ORIENTATION 11 OR I/e'suv OR 1/e•slw /'.i/a• 1/x'.i/a• } OOR 1/8•SUP OR 1/8-SLIP L(1 D aR 1/8'SLIP OR 1/8'SLIPO WALL MOUNT END MULLION SECTION Q—Q (PLANS SECTION Q—Q (PLAN) SECTION R—R (PLAN) SECTION R'—R'_(PLAN� H ORIENTATION #1 ORIENTATION ##2 ORIENTATIONS {#1 & #2 ORIENTATION #2 q 0 4•o.c. q WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION f ----.----- INSTALLATION DETAILS INTO MULLIONS G, G1, G2 SCALE:1/4'-1' 1/2-.1/4• 1/2'. 1/a' ------------1 (2) 2"x4" OR O T F1}/ OR 1/8•SUP OR 1/8-SLIP / /' I 2"x6" STUDS --Eo.Ea. ! --- --------------- _ -._(2)_2"x4"-OR - (SEE SHEET 20) _ i' (SEE SCHEDULE G - ^ ALTERNATIVELY TO-H A 2"x6" STUDS-ED",/. v - -- -ON-SHEEP 21) - - - O-- - -- ---- - - - - - - (SEE SHEET 20) - (SEE SCHEDULE MIN. 1/2" 1/4"0-20x34" S.S. M.S. JT ON SHEET 21) PL1'W000 I / W// NUT MAY BE USED SECTION Q'-Q'. (PLAN) MIN. 1/2" I _-.__ PLYWOOD— - ` II ' FOR THIS CONNECTION - - - ORIENTATION R2 WALL MOUNT-END INTERIOR RMULLION 175 '.20 z ' 1.- :.- y OREOREJ O'. 1/x", t/n• \ O-• �• � ��P7..�TI`C;�to - - -FLORIDA BUILDING CODE Non Hi h-Yolocil Hurricane Zone -On 1/8"SLIP O ( 9 Y ) q GV M1"O.C. 1/2'y 1/4' O OR 1/e-SLIP :' '•, % 02015 TILTECO INC. * Nautilus ORB: FLUSH PAOUNT (WALL) D.44167 F.R.L.f.R. BUILD-OUT MOUNT _ T1 Rolling Shutter System 0;/10/15 SECTIONS 0'-0'. (PLAN) ? o' $TfTkFi�c TICCIT TESTING T ENGINEERWG COAPANY EXPERT SHUTTER SERVICES INC. _! mss pxr ssu 1..sm flm,v,Au"n cwo"s.n,flAlss 1620 S.W.81LTMORE STREET 9� �FLOR1� ���•` ro..•(flWt911-,flop ...,am)m1-,fl1I PORT ST.LUCIE.FL ]4984 15-071 INSTALLATION DETAILS.INTO EXISTING WOOD BUILDINGS '%���c�ss. .p�•�1•t�•�`�����- WALTER ED-0006719 SCALE. PZ PHONE.(BW)749-9056. Ax:(772)fl71.�9 DRAWING ND SCALE.I/q's 1' P.E.�WP�4 TIIf1111j�,11 DATE FLORIDA Lk.0 44167 •nar, SNECT 8 Of 26 4 1/2`Min. E.D -r+--3"---j---4 1/2" Min. E.D.-- FOR 3/8"0 CALK-IN ANCHORS (4) 318"0 CALK-IN ANCHORS OR OR 1--3'Min. E.D. 3"Min E.D —FOR 1/4"0 SOLID-SET ANCHORS {4) tf4"0 1K BOLT ANCHORS CH ('""-'"" (4) 3/8'o KIflK BOLT iZ EXPANSION ANCHORS OR (4)ANCHORS* PER --�:"Min. E 0 -- j'- 4" Min. E.A.-- ^-FOR 3/8b KWIK BOLT TZ EXPANSION ANCHORS i'r' (4) 5J16"o TAPCON XL ANCHORS-,l-r-3',--i 1" STORM WCONNECTION, 1/B" Min. E.D. I--3 1/6" Min. E.O•=--FOR 5/16"o TAPCON XL ANCHORS 5/16`o TAPCONS XL W/•-� j f•SEE TABLE 2 ON SHEET 23 EDGE OF SLAB II EDGE OF SLAB 2 1/4"Min.EMBEDMENT i" t (Typ,FOP&BOTTOM) ff APPLICABLE .F APPLiCABI,E—I I & t z0 "q,D. .060"GALV / 1" %f'(;'i.'r re f/r'r%/r%i J:t, i /r/.�:'/'y�'`r/.r r',••r/'� STEEL WASHER @ 24"o.c. EXTERIOR -�-'=— �'-•�-7 a" Min. )=!o: t � 2"x2"x1ja"xd'-5" {6063-T6 ALLOY) p 2" O p ^-.�`l POURED CONCRETE--. r I ALUMINUM ANGLE EA. SIDE W/ POURED CONCRETE _ �---^' u (Pc=3 Ksi)5"min. - / rrr���''' 2" ---(2) 1/4"0-14x3/4` ITW BUILDEX TER (YC=3 Ksi) O I 'n. }y "`"•_ 5/16"o TAPCONS XL THICK REQUIRED / SCREWS TO STORM BARK THICK REQUIRED ; I .•"" • r^'" 2 1/4"Min. r,,r /: Y/ r r ,fi -5"— (Typ. 70P & BOTTOM) EM II I I r � EIf,BE0MEN7& F' •� ,�! /f f•,./•, i 1 r�'I� r R 1'0.0.x0.060"GALV. .—. SECTION S—S STEEL WASHER 0 n nI I 24'O.C. MACHINE SCREW FULLY }, I I• EMBEDDED IRT)ANCHOR ANCHQR BOX 1' Min. FOR u'`..-,...5, _....T.. ( I 3 WIND ZONE••- I, 1-3 t i I DETAIL A n y n n FOR 1/4'0-20 OR 3/8'0-16 MACHINE SCREWS USED JOINTLY W/ 2` Min FOR k t SEE STEP 3 ON SHEET 14 FOR SPECIAL n.. !.._.e.. t/4" WIND ZONE--'" I TREATMENT FOR WINO ZONES 1 THRU 1"3 zd `•• �''~ -� RESPECTIVELY"SHALL Q Q-E�LEFT TOGETHER{ /4'CALK iN ANCHORS W ANCHORS A7 THE TIME R n. tdin. ff / E z N 4 _ WIND ZONE•--ii - i ! STORM BARS ARE REMOVED. (SEE DET,A). Nt _ {+ v 1-3 t I II EXTERIOR a= Min. •I rAl z ++ (2)ANCHORS*PER ¢en A SEPARATION TO j` ff I I m z I GLASS A 2" Min. FOR n I (I D STORM BAR CONNECTION, w -�(SEE SCHEDULES ON I' I w S WIND ZONE--+i SEE TABLE 3 ON OM) 23 o n SHEETS 15 & i 6} I j w 4 T' _-1=-- __—'T BEYONq 2 �(Typ.TO & BOTTOM) g w R 1 ( EXTERIOR NN 'y Min E{ ()3/8"o CALK-IN ANCHORS OR �f (2) 114'0 SOLID-SET ANCHORS OR SEPARATIdN TO i (2j 3f8" 1 4 u w o KYAK 80LF TZ EXPANStdN i. (��)�) -1(SEE SCHEDULES ON GLASSI' — A ANCHORS OR 1" \� �� ~" I I I I_•--\=/ SHEETS 15 & 16) I -J (2)5/16"o TAPCON XL ANCHORS 1" v �� 1 ! BEYOND EXISTING—-, I r EXTERIOR 333 GLASS n 1 -- z' I, ,, fpr -�-•- 2"r2"x1/8"x0' S" (6063-16 ALLOY) EXISTING _ __ _,_�1 + Y 2" p „Y ALUMINUM ANGLE EA. SIDE Wf GLASS n 1 S1 - - . Sj ( —(2) 1/4"0-14x3/4"ITV/BUILDEX TEK a I I 1� L_.•^5„ .: SCREWS TO STORM BAR(E {TYP,TOP/60n01a)I. ( 1' (iTF.TOPf80T101d} (TYP. TOP&BOTTOM) f SECTION S1 —S1 f i S —} a S „v, (M.TOPf80T705i}„ (TyE TOP/8077"01{} u t MIN. EO' ;• Q POURED CONCRETE, t.—.� E.D. 1 1/2"zt 1/2"z0.062"xCONT.ALUM. (I'c=3 ksi) 5" min. r E ANGLE W/5/16`0 TAPCONS XL W/ 11 O © THICK R£011iREO Sf16.0 TAPCONS XL Wf / 2 ifa'Min. EMBEDMENT /' 2 1J4"Min.EMBEDMENT 024'O.C. �f. ; J.'r f'.r•:t':•.' '!f,'.�.''rl: �!.jl://.�lf�r%'� POUREb COC ETE-T EDGE OF SLAB 1 WALL MOUNTING EDGE OF 5LABJ D'o-3 k5Q !. �-' pt11j1111111(IITITTZ#raj FLORIDA BUILDING CODE(NoN Nigh Vetotity Hurricane Zone) IF APPLICABLE 5'ni;.THICK REWO IF APPU CABLE L. 4 1/2"Min. ED---I t 4 1/2" Min, E.D.--L-•FOR 318"0 CALK-IN ANCHORS �\* ""'••.,✓��6 020157147000 INC DRAWN RY: _L_. 1/4'0 =� Nautilus F.R.t L_.__3••Min. E.D-- --i __..-..;•.Min. E O FOR SOUO-SET ANCHORS ,.�`tt`;" ��G �F' . I- --4" Min. E.0 ---t --4" Min.E.D --i—FOR 3/8'0 KWIK BOLT TZ EXPANSION ANCHORS {�t,� Rolling Shutter System ai/m/is ••---3 1/8"Min, E.D:•---3"-•„--3 1/8*Min. E.D-1 5/76"0 TAPCON%L ANCHORS ~; O L E`�4✓' mc. DATE • ,,..��..JJ S TILUT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. y, ..•>� ,V ,(— ;Q:.w�. Wn3 xx.0W"`.I.5i..am.mxorrta¢4 04,rt 73IGB 1626 S.W.81LTMCRE STREET 1 5-071 // ano"e I(30s)0N-Imo.rw.(sosTar'- 3l PORT ST.LUCI[.FL.JABD4 FLOOR TO CEILING f TRAPPED AND WALL MOUNTING:STORM BAR CK•) STFc E fl t(Ic�F. c-m9il:411aCc0CCl,gom DRAWING N. �'�•'• �v� ES-0006719 PIIORE.(900)>19-9098,F�nX.(77;)W1-0980 WALTER A GLUT Jr P.E. SECTIONS V Nvw mma att cK P:P+ '"SIONATUR (\ FLORIDA Un,6 44167 IA II-1.. V+oIN SHEET 9 Of 26 SCALE:3/16'.,1' � \` 3 FrFF1111111111N111, - ---9" Min. E D.-- --' --9" Min. E.D-- OR (1) 3/4"0 KNIK SOLT TZ EXPANSION ANCHORS © END AND INTERIOR MULLIONS r-2"- _ 7 1/2"- I-•--3"---I —1 1/2" ©&0 (ORIENTATION 81) AND END I --T MULLIONSQG & G1 (ORIENTATION f/2) - -Q- 3" 1 FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION 1 C;1- I 1 "-ff1 3" ---9" Min. E.D -- ----9" Min. E.D ANCHORS W INTERIOR MULLION© �J _ I r (ORIENTATION )/2). O� EXTERIOR f EDGE OF SLAB T-T i vI''7 EDGE OF SLAB EXTERIOR IF APPLICABLE-I 3'x3"xt 2"x0'-6' t 1 1 ) rF nPPLICABLE / 4' ♦ \`. \ I i I +,I 6" (6061-T6 ALLOY) I \{..•`.\\ \• \\'+.r.•, 'A'N,\`•. \` '. Alum.ANGLE EA SIDE W/ \ �\ \.`.��\'I•:, 1 �l N.`.\`\\� \\ 3"x3"x1 2"x0'-4,. POURED CONCRETE II L L (6061-6 ALLOY) Alum. I TO MULLION TFJAU BOLTS 1/ ANGLE EA. SIDE W -J. TO MULLION G &_-, 1 1/2" (rc 3 ksi Min.) n 3" _,- I -+ / (2) 1 (1) 3/4'0 KWIK BOLT TZ - O -- ----( 8" Min. THICK REOin.) 3/4"0 THRU BOLTS TO 1 1/2" EXPANSION ANCHOR 1 1/2- 01 L I MULUON(G& (1) 3/4"0 -,- - -j- W/ 6"Min. EMBEDMENT -u r i I KWIK BOLY TZ EXPANSION �-Ir- 1 12 TO POURED CONCRETE 3'--�---3" II EO.--•---EO. / II ANCHOR W/ 6'Min. _.]_ (Typ. TOP & BOTTOM) 0 i I EMBEDMENT TO POURED I II I I CONCRETE(Typ. TOP & --4'--1 BOTTOM) w EXISTING- I I GLASS SECTION X1-X1 W/n ALTERNATIVE SECTION X1-X1 W/�1z ft " I -- zo o -JI titin. - (END & INTERIOR MULLION END & INTERIOR MULLION ©OR G1 (W/ ORIENTATION 1) W ORIENTATION 2 3 I I (6"X4") (4"X6") �n ii i I zN II I 3"x3"xl/2"x0'-4" rZ, - I 1/2' 6" 1/2"^S" i 1/2" (6061-T6 ALLOY) 1=- 9 1 I E>RERIOR Alum. ANGLE EA. SIDE W/ T I^ } (2) 3/4"0 THU BOLTS / -Q 3' 3,. p N TO MULLION G &-- 4 z11 1 ® (1) 3/4.0 KWIK BOLT TZ ..__ _._ p I / EXPANSION ANCHOR G1\ G1-\ 019 Q/8 Or - -�1\`r--------- Of W/ 6"Min. EMBEDMENT TO I --- --- b;— POURED CONCRETE T o w R/8 or l R/8 or TOP & BOTTOM) (yP• 4"EXTERIOR 4- EXTERIOR R]/8 R]/8B' EXTERIOR j w ii I G 1 1 1%2" I 9 I -0----I Lo I 11/2' 1 1/2' 11 J. I ® fl (TYP.TOP%BOTfOM)I; L I X1 - 1 1/2' 3"x3"x1/2'S10'-8'(6D61-T6 ALLOY) /"x3"x1/2'x0'-8"(6061-T6 ALLOY) (TYP.TOP/BOTTOIJ) _ Alum.ANGLE EA..SIOE W/�2) 3/4"0 Alum. ANGLE EA.SIDE Y!/_(2) 3/4 0 II --EO.--^ -EO.- i 1/2 THRU BOLTS TO MULLION'�G 1)& (1) THRU BOLTS TO MULLION(G71 & (2) II ' ------ ..--- 3/4"0 K1'lIK BOLT TZ EXPANSION II 7' 3/4'0 KWIK BOLT TZ EXPANSION I I 2 ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ.TOP & POURED CONCRETE (Typ.TOP & - 1" - - - - -- SECTION X1-X1-W/ G1 - -BOTTOM)- -- _BOT_OM) - - 1( I TPOURED CONCRETE - 3 ksi Min.) (END & INTERIOR MULLION (END MULLION ONLY (INTERIOR MULLION ONLY) %tel i / .'1 1 I•I v /. %/.•''I 8.. Min.THICK REO'D. (W/ ORIENTATION L 1) ALTERNATIVES SECTION X1-X1 W/CG� EDGE OF STAB L 1 1 I EOCE OF SLAB IF APPLICABLE (8�X4" - IFAPPucABLE - � _ --- - -- - - - = IW1 ORIENTATION FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4°X8+) ----9' Min. E.D.-- --9" Min. E.D ANCHORS ® INTERIOR MULLION 0 (ORIENTATION 'B2). = SIDE RAIL(D)AND BOX NOT SHOWN FOR CLARITY L-------9"`Min: E.D --- •- ---9 Min.ED-� ----FOR (•I)-3/4"0 KWIK-BOLT TZ EXPANSION - _ `IIII1111111111m- ANCHORS 0 END AND INTERIOR MULLIONS '+III �' -"err Oaf, ©&® (ORIENTATION N 1 & h2)AND FLORIDA BUIEDING-CODE (Non High Velocity Hurricane Zone) -- `vw° • END MULLION G7 (ORIENTATION /�2) ��Q'i' \GEN SF ••'.• �_ O ZO15 TILTEGD INC. * Nautilus F.R.L. AWN 9r: FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS(GORG1167._" = Rolling Shutter System 04/10/11,SECTIONS W-1 -:--1 DATE EXPERT SHUTTER SERVICES INC. Z TILLIT TESTING& ENGINEERING COMPANY .,.������•.�LL csss Nw]stn s:.me.]Dq vmrcw cncnrs.isl 31cs I626 S.W.HILTMORE STREET PORT ST.LUGE,FL.34984 15-071 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION %A�''•. FLORt�P'�,.� C-moE9-0006719<0m PHONE.(GDD)]i9-9056,FAR:(772)BTI-0990 DRAWING No WALTER A TILLIT d•.PE. 'i"•"• SCALE: 1/8"- I" at%[1.1{(�i 7" "I�n FLORIDA Ll'.B 441 G7 v1"/.+ SNECT 10 OF 26 ' 1111/1111 \' EDGE IF APPLICABLE- 2"xMULLION DEPTHxl/B" Cont. I \\;•�`•,•• ,\ ,\\ ��\ 'ALUM. TUBE (TOP & BOTTOM) w/ _1/4"0x3/4"1T4'!BUILOEX TEN SCREWS 7 3/4" I \ 5/16"0 TAPCONS XL W/ 2 1/4" i Y!/ 1.O.D.z0.060"GALVANIZED STEEL MIN. E.D. 2 1/6" Klin. EMBEDMENT 0 24' o.c. ;; WASHER 0 24"o.c. Min. E.D II" — �- /-\ I EDGE IF APPLICABLE, . E.D. •\ _4. EDGE IF APPLICABLE, 7 3/4" Min ' \ I 1 CONTINUOUS POURED��\ I \\ .2••_ I ^- r \ o' 2" 1 CONCRETE(Yc=3 ksi Mn.)\\ --�\ _ 8"Min. THICK REO'D. I - ; I 7 3/4"Min E.D. fT .2`I I 2" ENO CAP POURED CONCRETE �� -- - - - ----� 7 i/4" I I (f'c = 3 ksi Mill. / I (' ) \ POURED CONCRETE Min. E.D. \�I EO.-I--EQ. V EXTERIOR _ 8" Min. THICK REO'D. (f'c = 3 ksi Min.) 4"EXTERIOR zm �,��`�•,��\`�•�•\\, `•\�\`, �-4".--� I .�\ B" Min. THICK RED D. I � EXTERIOR 5� OR G1 -- i -I 2" \� 2" \ LN ,� �N G OR G1 _ �JO O - --.._ .. rnN ® j, I © 2•••\ I" 7 3/4"lif.. E.D.- -- 2"\\ Q/8 or 11 I Q/8 or 7 3/4" Min. E D. (\\. L R I __. _ 4-x4-raja= R/8 Or II R/8 Or I ,••�` 4"r.4"z3 8" 60G1-T6 ALLOY) 7 oN / ( / (6061-T6 ALLOY) I ' - Alum.ANGLE EA. SIDE. J Alum.ANGLE EA. SIDE. R'/S p R/8 EDGE IF APPLICABLE Z .- .. EDGE IF APPLICABLE Z EXISTING rMi^• I I F(J)ALSO INSTALLED TRAPPED ALL MOUNTED SHOWN, MOUNTED SECTION X2-X2 W/(GY BE OR �* ALTERNATIVE SECTION X2-X2 W/n OR j w CLASS SII �1U it i i PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION? (END & INTERIOR MULLION) (W/ ORIENTATION 1) (W/ ORIENTATION N 2) ��- Min. E.D -t� a I1 1/2"x1 1/2"x0.062"xCONT. ALUM. (6"x4" or 8"x4x4'" (4"x6" or 4"x8") ( ) _... --- i7 3/4" _ •, ,�•• ANGLE W/ 1/4"0x3/4" I1W BUILDER MIN. E.D. �� TEK SCREWS ® 24" o.c. TO TUBE. .._ ......i..... I I 1 1/2"r — I - - -i I a SIDE RAIL(D�NOT SHOWN FOR CLARITY I �\ 7" CONTINUOUS POURED- I 7" 10" CONCRETE(Fc=3 ksi Min.) ` 8"Min. THICK REQ-0. \\ I \` I 22 1... . X2 (TYP.TOP/6G71G4) 1 1/2" L� 1 1 1/2• I (IYP TOP/sonoeO 13/4" FE11 4"x4"x3/8•'x0'-10"(6061-T6 ALLOY) Alum. ANGLE MIN. E.D. EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION ,�1p1111I1I1H fllll/l(2) 3/4"0 KWIK BOLT TZ EXPANSION ANChIORFLORIDA BUILDING CODE (Non High Velocity HurricOno Zone) IN/ 5" Min. EMBEDMENT TO POURED CONCRETE f-/,, _ ' WALL. (TYP TOP & BOTTOM). `�� \C CIp51' v��i 4 2015 TILTECO INC. ORAYm QY: EDGE IF APPLICABLE-' F N a u t i l u s F.R.L WALL MOUNTING:MULLIONS n OR(G� `s- .No,-¢+j I22 O Rolling Shutter System 04/10/15 • Q� LS��1Cdc. POURED CONCRETE WALL - - ---c- EXPERT SHUTTER SERVICES INC. GATE SECTION W-2 Z��; �T�1 rf 1�� TI L4T TCSTING&ENGINEERING SOMPANY rlU�f Fnane (]0510ii-1510'Yfo)Nu 165 ail- 1626 5.w.oILT1A0RE 57FEET Z �.• u- t) 1�i1 ` PORT ST.1,UC1E.FL.34904 15-D)1 i ,(,^.•/�� •:!�`�� mull:tilt...0 ol.aum PHONE:IWO)749-9056.FAN:(772)8'11-0990 DRAWING Na END&INTERIOR WALL MOUNTED MULLION INSTALLATION QRIDP • V E9-0006719 YfaTER 0.nLlli Jr.P,E. SCALE: 1/8"- 1" ¢'/�A✓ �G(•.y1� \`,QiATE FLORIDA Uc.g 44167 Wena " SNEET 11 Of 76 111111(x• --9"Mm. E.D.•-•--- —9" Min. E.D.---- _-FOR (1) 3/4"0 KWIK BOLT IZ EXPANSION r-4—� ANCHORS ® END MULLION 3".3"x1/2"x0'-4" 2"-i (ORIENTATIONS y1 & #2). (6061-T6 ALLOY) Alum. I I 1 1i/2" —III—' ANGLE EA. SIDE W/ (2) ---9" Min. ED-- FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION 3/4"0 THRU BOLTS TO 1 I9" Min. E.D. ANCHORS Q INTERIOR MULLION® �7' 7 1'/2` ' (ORIENTATION �`2). MULLION KWIK BOLT TZ EXPANSION I EDGE OF SLAB IEDGE OF SLAB ANCHOR.W/ 6"Min.EMBEDMENT TO POURED IF APPLICABLER I? I IF APPLICABLE CONCRETE (Typ. TOP & BOTTOM) ; 7" EXTERIOR 1 POURED CONCRETEII '' (f'c = 3 ksi Min.) 8"Min. THICK REQ'D. II I I I I 3" EXISTIIJG M21 � GLASS it" '" I I SECTION X3-X3 W/ G?� o - G2 (END MULLION ONLY)I I 1 1/2" 4 1 7/2" n (W/ ORIENTATION f/ 1) EXTERIOR r- — - (7„Xh„) u In ® I ® I 3„ -O3. ii I G2 EXTERIOR G2 / I 4” EXTERIOR n I' ow u I 1 l/2 ' '/Z” 1 1/p u w I I 1 1/2• X3 .I I i X3 -7"- (IYP.TOP/OOTTOM)i: I I (TYP.TOP/BOTTOIA) 1 3"x3"x1/2'•x0'-7"(6061-T6 ALLOY) - r'�3"x3%1/2"x0'-7" (6061-T6 ALLOY) i It EO. --EO. Alum. ANGLE EA. SIDE W/ 2) 3/4"0 Alum ANGLE,EA. SIDE W/,.(2) 3/4"0 THRU BOLTS TO MULUON�7 & THRU BOLTS TO MULLION fp& II POURED CONCRETE (1) 3/4"0 KWIK BOLT TZ EXPANSION (2) 3/4"0 KWIK BOLT TZ FXPANSIOI II ' 3" _(f'c = 3 ksi Min.) ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6"Min. EMBEDMENT 70 8" Min. THICK REQ'D. POURED CONCRETE (Typ.TOP & POURED CONCRETE (Typ.TOP & Q. _ t"__I __- _ _ _ _ _-_ BOTT01d)� —BOTTOM)- - • I%I 11;-L-i (END MULLION ONY) (INTERIOR MULLION ONLYEDGE OFSIABI Zi i 1+� IEDGE OF STAB ALTERNATIVE SECTIONS X3-X3 W/ _IF APPUCADLE G? - - i- - - �- I I IIF APPLICABLE .- _. - - _ - - - _ -. �W/ ORIENTATION /� 2) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"X7") -9" Min. E.O•- ---J I --•-9" Min E.D. i ANCHORS ® INTERIOR MULLION® ¢ SIDE RAIL Q AND BOX NOT SHOWN FOR (ORIENTATION 12). 11111111111111 L—9"Min-E.D--__.._.__i_.,______-9"Min -E.O.----'--J-- ��\ITIII`[�A.TI(11011h,� CLARITY. - - FOR (1) 3/4"0 KWIK BOLT EXPANSION e �� ,•�7 -�i -- - — _ ANCHORS @ END MULLION �� �•'• • �• TJ,� FLORIDA BUILDING CODE (Non High Velocity_Hurricane Zone) (ORIENTATIONS (}1 & ((2). :' F 0 2015 TN.TECO INC. N la U l I I U S DRAWN Dr: FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G2 = No.44167 i `__ F"` �% ---�n.�_. _ Rolling Shutter System oa/lo/Is SECTION W-3 = - r 1 Z �L� ��® IFTc. DATE '�S SJN E OT'_:QZ TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. fl�•",y.[{ / •(,(r` 6]95 N.tl.J646t.6v W+N rJA°n+t,n.LI46 Is'"G Sm GILUIORE STREET 1 J-071 4R)�Q CV` Pnena•p�9)/TI-1]si9]Lia.+1]9])971-+s]' PORT ST LUCIE,FL.769136 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * %,Fs •.......• G���.�� e-m°IM-10DO6 °°^ PxONE.19cG)7�9-9056,FA*.1172)BT+-0990 DRAWING IT9 WALTER A.TILLIT Jr.P.E. SCALE: I/8"= 1" P E. SLIl11 'lL\E FLORIDA U],#44167 - morn SHEET 12 Or 25 / 111111 µ EDGE IF APPLICABLE TxMULUON DEPTHx1/8" Cont, ALUM. TUBE(TOP & BOTTOM) W/ _I/4"0v3/4"ITW BUILDEX TEI< SCREWS \ 5/16'.0 TAPCONS XL W/ 2 1/4' fj W/ 1"O,D.x0.060"GALVANIZED STEEL 2 7/6•' \\ Min. EMBEDMENT 0 24"D.C. 4"/ WASHER 0 2 0.1. 7 3/4" Min ED 1 MIN. E.D. 1"` - .-.•_.. EDGE IF APPLICABLE-1 1 1'/2„ ---—-- 1 T•:r2" .._ ._.. 7 3/4"Mtn. E.D. \ CONTINUOUS POURED---.�`, 1�. I Y �- I- 2" 7" CONCRETE((•C=3 ksi tin.} POURED CONCRETE 8"Min. THICK REQ'D. `\ (Pc = 3 ksi Min•)—�-. ' t I \\ I 8" Min- THICK REQ'D. EXTERIOR 1-END CAP ai 7 3E4" NOTCH WEB-.._...._.'C .I ...... ........... _.�„ 41" \ 'EO.- EO (TYP. TOP/BOTTOM)'\• t i _... \;\ 2 O N \ `\ \ \ 7 3/4" Min. E.D. �`\\ ` ALLOY)`Alum.ANGLE EA. SIDE. (WALL MOUNTED SHOWN, MAY BE '- T N ExlsnNc_ ; t D ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE-� H W GLASS ``II PER SECTION Q'-Q' ON SHEET 8.) wP z Z 32 I EXTERIOR ,SECTION X4-X4 Wl J _ (END & INTERIOR MULLION D I (WI ORIENTATION 2) w (�'�g i I Q'/8 4..x7„) Min. E.0 1^ L. 7 1/2Xt 7/2"x0.062"xCOWT. ALUM. �'� SIDE RAIL NOT SHOWN FOR CLARITY 7 3/4° WE 'ANGLE W/ 1/4"Ox3/4" ITW BUILDEX �I MIN. E.D. '`•X - TEK SCREWS 0 24" o.c. TO TUBE. j" CONTINUOUSL POURED-- , ! 70” CONCRETE(1'0=3 IIsi Min) \ 8"Min. THICK REQ'D. J X4 (TTP-TOP/BOTTOM} /z' {YP.TorleoTTou) 7 3/4- iH7lfliilllll/ MIN. E.D. \--EO• EO-_EA 4SIWAlum. r DE / (2)3/4'0 THRU BOLTS70 MULLION wtt��` A A• «C1T'',� FLORIDA BUILDING CODE (Non Hi91)Velocity t2urricone Zone) • \•,\•\\•, •, \\ \`\ -,---4" & (2) 3/4"o I<WII< BOLT TZ EXPANSION ANCHOR C 2045 71LTEOO LNG DRAWrt 6Y: • \\`' \` W/ 5" Min, EMBEDMENT TO POURED CONCRETE �.� S�`•'••. f^t I I' i(i t S EDGE IF APPLICABLE' WALL. (TYP. TOP & BOTTOM). e c 1.1 u NQ.-441 67_ 7(t r� (� Rolling Shutter System ae/tolls WALL MOUNTING:MULLION G? —_ ` ILS f=l�Vor9a. DATE -- i-—`''t EXPERT SHUTTER SERVICES INC. POURED CONCRETE WALL i Oe (Tr TT�� mur TDSTI»c Exc1»EERI»0 caMPA»Y 1 es55 N.n.S41n.s,ue.xaA vgemx cMecTY.n]Ylca 1626 SM.6ILTMORE STREET 15--071 SECTION W-4 fs'� cV vnon.:0ss)a>I-IS]a,Iw:(]a57d/1-t5T PORT ST.LUCIE,FL.34064 �"� NlCeatOanl.eam PNONE:(800)744-POSE.'Ax:(7721 87i-9940 DRAWING No END&INTERIOR WALL MOUNTED MULLION INSTALLATION ' � `'` RAt1p'P �`'�`� YyTER&EU-OTILLITS3r P.E. k.`• ^•n P,E. S`Eroy���•I'+Yy Yy{t•f t�.t{� FLORIDA UCC 844167 Ana/II SHEET 13 OF 26 SCALE: 7/8'= t" - TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES ('�) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE 42,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, 1b & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 112" BE BASED ON CHART Ie ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 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.,12',8'OR 7'), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(rG,'1,@, &(@).MULLION TYPE& • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. MULLION ORIENTATION. 3.SEE SHEETS 10,10A,11,11A,12,12A.13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP ED�OR WA�,LL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE((G� �a&Gyp). Lmtra:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"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 Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W1 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 1a THRU 2G ON SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12'.8-OR 7'),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(UG,© &63). MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11,11A,12.12A.13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING��PPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE(G,(G-,. &G3). 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 3 IS 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 INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)- ,;y>:•'��C Sic e 2015 11LTECO INC. DRAwN er• Nautilus F,R.L Rolling Shutter System 04/10/15 441&7 -� =*- SIL 1Ito EXPERT SHUTTER SERVICES INC. DATE (�fJ CC_ TICCIT TESTING 4 ENGINEERING CO COMPANY lhtt('•' ,(U\ rasa xn acN 5,.gas.l+auxu cwows,n»lw 7620 S.W,atLT1a0RE STREET r +:(suslan-15�D. pos7ero-ls9l 15-071 i A' JcI Q •�/; PORT 5f.LUCIE,Fl 772). O•,,1 �DR1Q u-moil:-000 6lool.[om PHONE-(800))t9-905F,FA%• TT•. DlT-0490 DRAWING No �i� /C .•� EB-0006719 mwrnw r,n ( ) WALTER A.PLUM Jr P.E. P,E.-7F p NNAIJf \alTE RORIGA Uc.1 44167 V,o/n SHEET w or 26 F \\ SLAT PERFORMANCE CHARTS Ia,_jb, IV & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.0,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O — STORM BARS- CHART la T CHART lb CHART 1b' CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D.LOAD USE LMMUM POSITIVE ALSO.I=VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5/16"o TAPCON XL ANCHOR POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE CLOCK MAX, MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LMA(." (FT) `L"X.' (,T) 'LMAX.' (FT) MEASURED TO BACK OF SLAT(in) DESIGN -RESSURE VVILL IRAPPED BUILD-OUT BUILD-our WAI TRAPPED BUILD-OUT DuILD-OUT WALL IRAPPED BUILD-OUr BUILD-OUr W/O RM BARS I V// PJA BARS RATING MOUNT MOUNT r)UN&T 5 MOUNT Wl@ MOUNT MOUNT Ulfr a MOUNT W/@ MOUNT MOUNT UNT 9 MOUNT W/@ I * I & * I WIND ZONES WIND ZONE WIND 70,10 WIND ZONE SEE NOTES SEE NOTES SEE WS SEE NOTES SEE NOTES SEE NOTES SEEEE NOTED SEE Rolm SEE NOTES SEE NOTES N& 2 SEE NOTES* (PST) SEE DIES 1-3 4 123 4 3L0.9 20'-0- 15-4" 20--0- 20'-0" 201-0" 15'-4" 20'-0" 18'-0" 20'-0" 15'-4" 18•-0" 15-6" 1 14 1/2". 6" 7- _2OZ7_ - !W�_-0- - -1—1-/-2'- -6— 7' .a 18'-0" 2 6;; T9 a .0 20'-0' 15'-2' IV-7" I6:-(Y' 20'-0- 17--4-_ 14'-10" W-11- 14'-5- 14'-10" 12'-9" 1' _L4 �/2- �7 7' +5.0 20'-0' 15'-0' 18-0* 151-3- 20*-0' 14'-2' 16'-0" 13'-9" ii�-4" li�- 1 Y_-:7 2--C* 1 7' 50.0 7- 20'-0" 14'-10' 16'-9" 14'-2" 19'-1" 131-1" 14-10" 12'-10" 1 W-2" IS-11—_12-9' 1 V-a" " 142 1 � _ _1� L 55�O _2C-G �—1 4'-ii- 1-5*- 17-9;' 12�-i 13'-11* 12'-1" is*-O" 12'-4' 12'-0' 10'-6" 1 14 1./2-'. 67 .7'.- T37--2- 71'=5; 14 }j2" 1110.^__ -F-F- .14;---- 65.6 1 V-I J" 15" '-O"'_ 12'-5- '--F3'-4- -1 9,-6" In 15'-0' 1}'-10"- 10'-_4` — -4- 9,-D,* I- 7' __!R' q ALI TT'-10" 1" 13 1/ 6- 7- 75.0 -a, V-4 ...... W-11" 12 W 10'-0" i 6�7 7' x; 85.0 15,-(," 1'-7" 106'_ —9'-3" 1(y— 6 77 12,-6, W-10" 10'-Y' W-11" 101-9, W-10" W-10, -01, 90.011 1 12 1/2- 6 95.0 7'-9 12 1/2- 6' 10'-9" 9'-4" 9'-9" 8'-7" 8'-4' __8.--4.._ 8-3, 7*-e 12* 6' 7" TL� W-4, 9_5z 105.6_ $'-2" 9'-8" 8-0, 8'-0" 7'-4" 1 11 1/2' 6' 7- 10.0 1 V-7- 8'-8- 1.-9. 5,-6- 1 V-10- W-10" 7,_1 7'-10^ 7'-9- '-2- 1- 11 1/2- 6 7' 115.0 11 =4- 1 -5` 90" 7-8" I 11 1/2- 6- 7' t 20.0 7-1 -9 I O,e 8'-1` 9'-3" 1 6'-10' 1 11'_ 7� 25.0 7'-9" T-11' 1q'-0". 7'-2" 8'-2' 7*-4" 7- 7 DO _TO—1/2- —6- 130.0 S`-S� � _ 135.iT 9'-57 F�ii86 7'-7" 9-6- 6;-10i=10;- SO—1/2- —6- --- _w.O _T=I 6*_11" 8'-4- 7'- W-l" 7'-8- G'-17" 8,-0- 6'-10" 10 1/2- 6: W-10" 7- 6. 7- 1" 1 10" 7 7-2 7-_ 6 160.4 - 1 8'—qi io. F7- NOTES I. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT T10"f"', SPAN AND A.S.D. DESIGN PRESSURE RATING. FLORIDA BUILDING CODE (Non Bigh Velocity Humcono Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH C2 15 TfLTECO C. * Nautilus 3/8-0 ICWIK BOLT 3 ANCHOR OR 5/16'. TAPCON XL ANCHOR, INTO F.R.L. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR i No.44167 Rolling Shutter System 0./10/15 WITH 1/4-0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR RL.ECO C ArE Z WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. TILLIT TESTING 1An1 EXPERT SHUTTER SERVICES INC. S SM, n.1". 1626 S.W.BILTMORE STREET -071 15 PORT ST.LUCIE,FU 34984 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE P�.N'E:TWO 749-9D56,M:(772)471-090 DRAW1140 N. DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. WALTER A 11LUT Jr.PJE aIA REys ll. IM FLOWDA lie. SNCET IS Or 26 MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE,W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT IAAX'A-S'D• SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't 1ANGE(p.e.0 s 30.0 g,. 9" g.. g.. g.. W, g.. g.. .. >31-40 9.. 9., 9.. g,. g,. g" >41-60 g., g" g,. g" g" 91. 7" 5 5/8.. >61-80 9..---- - -9� ---- - 9,;- -- - ---9.; 9; _. .---- - 8.. `5 5/8" 5 5/8"_ _ SLAT__ f NOTE: ._..> - ------------------'-9 -- -- --_ -.. ------ '-_6 1/2" - - - ----- 1 >61-tos ----g" - _- ----- g _ g" 9" 9" 6 t/2 5 5/8" SPAN MAX. SLAT SPAN FOR A GIVEN >106-120 g.. ..,-- ----9.. -------9,.- 9" ... B" 6" - -- _ - 0] A.S.D. DESIGN ... .._. ._.... ._ PRESSURE RATING SHALL >121-140 g" g� g„ 8.. _. .. 7,,.. ._.. a„--... ,Np�gg EXCEED MAX. SLAT ”--_--_ -- - -- SPAN INDICATED ON SLAT >141-160 g" g" 9" 7" 7" - - - SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. JIM.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20'f RANGE(P.O. s 30.0 >Jt-40 9" 9" 9" 9" W. >41-60 g.. g.. 9., 9., g.. g.. - >6t-80 g.. g., g" g.. g.. B.. - >67-105 - >706-120 9" 9" 9" 8 1/2" >721-140 9" g" g" 7" >141-160 g" 9" B" 6" BUILD-OUT MOUNT MAI-A.S.D. SLAT SPAN RANGE DESIGN 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 RAn((P a.f) O ® � � � l:9 0 @ @) � E E E ® � � ® � O O Q l_9 S•30.0 9" _...9" g 9" g"--'-9- 9" W, - 9—..'..9" g" g.. 9.. g.. 9.. g" g.. 9" 7 .3/4' 7 7" 5 5/8" >31 40 ....9—.._._9.. g.. 9" g.. g" g,. g.. g.. -g•_._._._g 9" g" g g" _ 9"-+_9" g.. 7.. 7.. 6" 5 5/8" 5 5/B" 5 5/8" -- g" - 9" - 9" 7 1/2" 7 1/2"' 6" 5 5/5" 5 5/B` 5 5/8 5 5/8" 5 5/8` - -- - - - -- - >61-e0 g^ g" g" g" 9" g.. g" g" g., 9" --'-9---- -99. —9P---g9. 7" 5 5/8" 5 5/8"_5 5/8" 5_5/8" 5 5/8,.-'-- ---_-- >Bt-tD5 9" g" 9" g" 9" 9" 9" 9" g" B" B" 6 1/2"6 3/4" 6 3/4" 5 5/8" 5 5/8" 5 5/8" 5 5/8 - --- - - - - >tos-tzo 9" 9"- _ 9" 9" g" k6" 9' 9" 9" _ 8 8_ 8"_ B 1/2"-_6 6"__5_5/8" 5 5/8" 5 5/8" - - - - - >121-140 9" 9" 9" 9° 9"- 1/2" 8" 8" 6.1/2` B" 8" 6" 5 5/8" 5 5/8" 5 5/8"---- - - - - - - - - - - >141-160 9" 9" 9" B" 8" 7" 7" 5 5/8" 6 3/4" 6 3/4"5 5/B' 5 5/8" 5 5/8"1 h ' FLORIDA-BUILDING CODE (Non High Velocity-Hurricane'Lone)'— P\'•�.CENSF. 02015 TILTECO INC. GRAWN DT: Nautilus r.R.l �IIII I� Rolling Shutter System LS Da/f0/Is c IS C.� DATE EXPERT SHUTTER SERVICES INC. -, � TILLIT TESTING k ENGINEERING COMPANY Wu HH.aan 5...SN 0a,w+¢nM o-tmars.n,01.15 1626 S.W.81 ORE STREET STATE b Fnan.:p0010n-ta0 _ (WIS -Is1. 15-071 •AL/ a-.0111•Ulte-0,01.com PORT ST LUC1E Fl J4984 DRAWING No P/%•.y�WP ` ED-0006719 PHONE:(000)]09-50'6,FAX.(>77)D>I-D990 Alf.-M, ,� cc'''' WALTER A TILLIT dr.P.E. Ytb,� .SIGNAiL 4 FLORIDA Lic.�'4616] •no/w SHEET IG OF 25 "//rr1i11HIN11111 MAX ANCHOR'S SPACING SCHEDULE V FOR A GIVEN SHUTTER MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE T WALL MOUNT A-S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12'f > 12'-16'f > 16'-20't -RANGE(p.1) -S'.30.0 8" 8" 7 1/2:' 5 1/2" 8 ........ 4 >41-60 8. 8 3-3/4" t NOTE: >61-80 8" 8" 7" 4 1/2" 3 3/4 — MAX. SLAT SPAN FOR A >81-105 81. 8;; 8" 6 1/2" 5- 3 3/4" r- SLAT [GIVEN A.S.D. DESIGN LOAD 3 3/4" 7 SPAN---1 SHALL >1�t-L20 -5 4 1/2" 3/4" - SHALL NEVER EXCEED MAX. S T SLAT SPAN INDICATED ON .140 8". 7 1/2- 6" 4 1/2" 4" g._3/4^ S T - — - SLAT PERFORMANCE CHART all 0 S 1>141-160 IF I li�' - - ---- - SLAT SPAN DEFINITION ON SHEET:15. TRAPPED MOUNT KWUUU A.S.D. SLAT SPAN RANGE DO" PRESSURE 0'-4't > 4'-5't > 5'-6'f > 6'-7't > 7'-9't M71N0 > 9'-12't > 12'-16'T > 16'-20't RANGE(pV) S 30.0 6 6"_ 6- 5 1/2" _>31-40 I.,...... 5- --4-1/2 >41-60 6 6" 5 1/2- 4 6 6" ----------- 61, 6 4 4" 3 3/4" 3 3/4" >10.6-120 5 4" 3 3/4'. >121-140 6-1 5-3/4"-- 3/4' 3 3/4" >14t-t60 6" 5 BUILD-OUT MOUNT JIkUeMU" A.S.D. SLAT SPAN RANGE DESIGN 0'-4't > V-5,t > 5,-6,t PRESSURE > 6'-7't > 7'-9't > 9'-12't > 12,-16,t RATING > 16'-20't RANGC(p,r) OE OE I OE -LJ E OE E S 30.0 6" 6 r" 6- 6- 6' 6" 6" 6" ---------- 6" 6' 6 5 1/2 >31-40 142 4 :1, (3) 6 6.. r /;2 61. 6. ---.-6 6 6" 6" 5" 4 3 J/4" 3 13/4V" 3 3/�W' 3 >41-60 6- 6- 6- 6" 6" 6" 6" 6" 6- "._6" 6" 4:.' 4- 3 3/4" S3/4„3-3/4„ r - 3�4 -- -- ------ 6". 6. 6- 6" 6" 6- 6. 5 1/2" 6" 6- 5" 5" 4 3 3/4" 3 3/4" -3 5. >81-105 6- 6" 6" 6" 4 v4- 3 3/4" 3 3/4- 3 3/4" 3 3/4" —--------- >106-120 6.1 6" -6- 5 1/2" 5 3/4" 3/4" 6" 1/2 4 1/2" 4 1/2" 3 3/4"3 3/4- 3 3/4- 3 —7— >121-1 iR._6 5" 4' 4 3/4" 4 3/4" 3 3/4"-�l i/jI, 3 TIT >141-160 6 6 5" 4 1/2" 4 1/- 4 4 4" L [411/2� 13 3/4-13 3/4-"-[ I, T11 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 02015TCO INC. EN * Nautilus DRArM.L.BY: Rolling Shutter System 0411011 0 L 11E C(0 1NC. GATE TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 2. 1626 S.W. 10MO C STREET .Thr z 11 F—ow-l'sw - RFL. 14954 —0:UIL PORT ST.LUCIE. 15-071 EB-0000719 P110"iE!(800)749-9055.rAX-(772)371-09DO DRAWING N. WALTER".1.11 TtLLIr.1, P.E. SHEET 17 or 26 KGRIDA IT,: all 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 CONCRETEBLOCK WALL BUILDP4GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM A.S.D. SLAT SPAN RANGE 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 4.21 135 594 180 999 240 1390 300 __. ..—... .. .. ......... - -- --- -- --._...- — - - - - >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 ->61-80 10- 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 - - >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 - - - - >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - - >141-160 73 781 320 1186 400 1322 480 18 560 1740 640 SLAT 1--SPAN ..y [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 Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES. Vy SIDE RAIL _(�IL� l—L_ VX Vy TI`-��T FLORIDA BUILDINGCODE (Non High Velocity Hurricane Zone) `��r2�!••�\CENSe •.. iii 02015 TILTCCO INC. N L//'y`l U I I U�] ORAIr.�ILBY: Rolling Shutter System Ga/10/Is �I. �P7 O.C. EXPERT SHUTTER SERVICES INC. DATE / •�� TILLR TESTING& ENGINE�RINO COMPANY S Qt- :4! .ae a us. c crs.n,aa�ee 1626 S.W.SILTMORE STREET SIN \4 �'*�• (OOSj571 1530�Fa.:(]00)B t-1501 1 5—U71 •3•• n QQ` •\�I _11:Ule<orloel.com PORT ST.LUCIE,FL.34984 FLDRx •'�•\ ETERB-0006719 PNONE:(600)749-9056.V'Ax (T17j NTI-0990 ORAtYINGJ110FLOR OA Lia L()44167E• /�N m sHEn f9 11111 1' `• SLAT PERFORMANCE CHART IbS LL ICI:(ONLY VALID FOR'1/2"SLIP) SLAT PERFORMANCE CHART IIb 1 rpt IIC S:(ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE A.S.D.DESIGN LOAD(2-s-0,SLAT SLIP 1/8"AND FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.OAND SHUTTER MOUNT CONDITION FOR FORA GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.50 AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2'k4'STUDS, INSTALLATIONS W10 STORM BARS PER DETAIL BELOW INSTALLATIONS Wf0 STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib 1 USE i CHART ICJ CHART JIM USE CHART ITC 1 USE=•'w��+�AND L�aINE ASD.Law es w Llbi IBA vuE USE L'1XOBIM VALUE BERiID7 POSITIVE AM h'EWTNE ASA LOAD LIKE 140111IDI VALUE ETir'Z➢POSITIVE Ma fEMQT/E ASD.LEAD HAX(ILIUM LAX-SLAT SPAN ML SPAN T REQUIfz%S UESURm 7D N 5/16'0 TAPCON XL ANCHOR TO 0 115E NAX(IMUt!POSITIVE ASID. USE MAXIMUM POsnrr A.S.D. '�'D' .� (Tl) Lw'd.'(F'O BACK OF SLAT 1n MIN.SLAT LOAD VALUE 5/16"O TAPCON XL ANCHOR WOOD GRADE DmGN SPAN MIN. SLAT LOW VALUE W/0 STORM BARS WALL BUM-OUT rAM1.lMPP MN(_SLAT SPAN 'L),IIN.' AN RA7B'G u0uxr uoujt(W -0� MAXIMUM !l REQUIRED NPL SEPARATION TO GL155 MNOMUM REQUIRED MAX.LIARSLAT SPAN 'CHIN.' (Psr 1s¢lmcs (�1xNEs 8 WIND 011- Vnrm4ZONE REQUIRED MUT,SEPARATION TO GLASS A.S.D.E 'LALAX.'(tt) ( ) UFSURID 10 flAq(OF SPAT(in) A.GN DEESIGN 'LAIAX(.' (!l) (ft) MESUREB TO EV=OF SLAT(n) SOUTHERN PINE I2(G=0.55) 60. 4'-5' PRESSURE WALL BUILD-OUT BUILD-CVr WAIL wvm W�0 5TORM BARS PURE WALL BUILD-OUT BUILD-OUr NAL,TNPPED ------ — tr BUILD-Off W 0 STORM BARS / lun+c MOUNT BUILD w/ uo w/ RAnftc uouNr MOu w/ uou W/ ABMSom DOUGLAS-FlR-SOUTH(G=0.46) 60 a'-5' <'-5' 0'-0" (psi) (�J �g(6 WIND ZONES WIND ZONE (Psf) 1 F.J lV WIND ZONES WIND ZONE -`-' --'--- -' - 'SEE Nmtse) (-m NGiFS A) (SLE NOI6 e) s¢m]ns a t-3 4 (SEE MOTES e) (SEE Nolle) (SEE NGIES A) A L6.� L-] 4 SPRUCE PINE-FlR-SIIH(G=0.36) 6O 30.0° 10'-0' 10•-0' 10'-0' B'-1` __I_ -_ 8 1/2' 30.0° 8'-3' 8'-3` 8'-3" 7'-7' __ .7'-— .-_-` __._.._--_.--__ f0-0 10-0" 10'-0' 7--_9".... 1" 35.0°' 7'-9' 40.0°' 7'-5" _..._.._. -.. T-T T-T 7'-7" T-0" I' a T/8• 10'-0^ 7'-2" 1' 8 T/7" _ 45.0°°= 7'-M1" 1' / �;..Yf/ ____._._. ._._. B 1 B` -0' 10'-0" T_p^ 1' d 1/2"_ 50.0°C+ 7.-S•. 7'_3" 7'_3• 6•-6• 1• ._..___ _.... _—..._ ____ __.._.__-__... 55.0°e° 10'-0 10'-0' IO'-O' G'-9" I•.. ._ B 1 55.0'°s' T-3" T-3" .7'-3' __6•_^_.._......'_.__. __! 9 '.i//�,/�//�/ ice/ -__ — 60.0�° 10'-0" 10'-0" —10'-O' V-9" '_ _..._. _-_____-..-- ____..._-_.__. 9 1 2' 60.0°"' 7'-3' 7'-3" 7'-3" G'-2' I' 8 1 8' -- SLAT PERFORMANCE CHART ITIS:(ONLY VALID FOR 1/8"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 1/8"SLIP) X X d 5P0.M FORA GIVEN MAXIMUMA.S.D.DESIGN PRESSURE RATING(".0 AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN A.S.D.DESIGN LOAD(p S.O.SHUTTER MOUNT CONDITION INCLUDING I• 12 i " I� INSTALLATIONS WIO STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW 1 i i Tn i L= CHART IIlbl USE t CHART IIICg > ow bbl 5/16"B TAPCON XL ANCHOR Jo SLOT SPAN DEFINITION USE UVO M VALDE BEMEEN POSH AM NEGATIVE ASA law 4'-5 31c TV.-- - USE MAXIMUM POSITIVE A.S.D. e-6 MAXIMUM VALUE BETWEEN POSITIVE USE MAXIMUM POSITIVE %U MOUR a'. 5/16"0 TAPCON XL ANCHOR MIN.SLAT LOAD VALUE AND NEGATIVE A.S.D.LOM A.S.O.LAID VALUE 4--5-FOR 'D SPAN *� UrowlD-art ;-°: m MX.SLAT UM.SLAT m3m MAX.SLAT SPAN 'LMIN.' ¢Ars 1ma SEPAEWTION NAI.OPQillz, �\ SPAN sP TO GLASS UTA1UTIEDD TO LLkvwuREQUIRED UW.SIPARA7ION 7D GLASS u'L "T' \ A.S.D. 'LALw(FT) (fU UESUBED TO BACK OF SLAT n BCK OF SLAT(IO) ( (i) 'LMAX.'(FT) 'CHIN (F7) UEffiCN DESIGN WALL TRAPPm :\::•���::,\:��\:::��,.'h�1/2"PLnKXOJ AND PRESSURE WALL BUM-OUT BARD-Our W� LOAD WA L TRAPPED (2)2`x4"VAOD STUDS RATING MOUNT Moo w/ "t�w/ p W/O STORM HORS tr BUM-OUT &BUM-our W/O STORM BMS Y/7 �7 ' (p-t) UNT UM (TYP.EACH SIDE.BEYOND)T (psO Mg.(E WIND ZONES WIND ZONE 8 u1 A ND ZONE! WIND ZONE (SEE uorESD) (SEE NOTES A) (s¢xD1Es a) - F n 1-3 4 GEE NOTES a SEE Nags a 1-3 4 DETAIL 1 (ELEVATION) 30.0° 7'-6" 7'-6" 7'-6" 6'-7' 1" 8 1/8' 3D.0° 6'-6' .0•° 7_2 7-27 7-Z' 6-a" 1" D 1/d" 35,p�so 0'-3" 40.0 r 6'-0" ------' --—- --- - --'- 5--- _ ---— - e No71 S 45_0°�° 6'-8i_ 6'-B" 6'-8'_ _5'-11"____ I" — 8.1/B'_ 4$_p eu 5'-_I O'_ p•_p^ 1' 5- 50.0= --e 1/6" 50.0--- 5=B^ 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0°o° s'-3" s'-s" 6'-3"_ _ 5'-T __ __1' _ _ e I/e"_ 55.0°a s'-r ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING �— --- -- '--'----------' 60.0°°° 6'-1" 5'-1" 6'-i' S'-5` I" v 8 1 e' _ fiB.o°« s'-s' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.G. DESIGN LOAD. Yn- MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: T:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF -_---_--I------------•---•------.•-•- T--• >VALID FOR DOL1Gt1S-FlR-S]ULH(G=0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SOUTEf' FINE#2(-55) SIDE OF OPENING SHALL BE 33. - - _SPAN SPRUCE PIW-FlR-SrTH(G=O 363 spA---- °1'VAUD FOR DOUGAS=FlR-SOUTH(G=O:46) - - SOUTHERN FINE#2(G-O-55) I «�V,uD FOR SOUTHERN PBS 112(G==O.S5) =1 SPAN DEFINITION I FOR WALL MOUNT!< _ 1 w •'....- 4A FLORIDA BUILDING CODE (Non High Volocily ITurricane Zone) 0'-o'FOR BU - !I fRG-Dui I , MAX.pPENING;NDTH I I ^a �'` 01015 TILTECO I � INC. INSTALLATION INTO WOOD FRAME STRUCTURES ESAr1vRN,L BI: * Ncutilus I Rolling Shutter System 04/10/15 DATE TILDT TESTING&ENGINEERING COMPANYEXPERT SHUTTER SERVICES INC. OJsS NN Jcu.s!4, uxuxs,n.aXlsc 162G S.W.BILTMORE STRER x_1/2"POWODD AND L Peuo.;Ooslsn-15X0.2.1'(J05)D]I-15)1 15-071 Y!1 2 2x6'WT700 SPUDS if-O'• STATE OF �' e _ PHONE.POOR 7ST.LUC E.iFa(.34984 n-wOO DRAWING H. () �X (V -mall:li00067ool.com (TVP.FADH SIDE,BEYOND)Y -rQ EC i� �` IYALTER A.000 iJr P E DETAIL 2(ELEVATION) 'v ;ALyai � FLORIDn uO.g 44167 nw.. SHEET 20 OF 2G AArrrnnnL/Eal(aa MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE,A.S.D. DESIGN LOAD (psf)AND SLAT SPAN RANiGE WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL I ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) mAxUUU SLAT SPAN RANGE LMWUU SLAT SPAN RANGE A.S.O.m" WOOD GRADE 'PA v Mpz' WOOD GRADE PRESSURE RAIING W4GE 6 to-V >Ir to 6 >5!to 6 >6!to 7' >7lo 8''>5 to ID' (P-0 0 ' MMG RANGE I-0 to 4_5 (Pot) :5 30.0 30.0 c'. SOUTHERN PINE #2 0 SOUTHERN PINE #2 40 6" 61, li" 6' 6 4 3/4" (G=0.55) (G=0,55) 50 6" 6 6" 6 3/4 3 1j7/" -60 6., 1 60 6" 6" 5 3/4" 5 1/4" 3 3/4" 3" DOUGLAS-FIR-SOUTH 6 DOUGLAS-FIR-SOUTH 30.0 6" 61, 6" 6" 6 30.0 _i7,�71- 40 Is 5 1/4'� 4 1 (G=0.46) (G=0.46) T6 s 11 6- SPRUCE PINEl �5 30.0 G" 6 SPRUCE PINE-FIR-SOUTH , 30.0 6" (G=0.36IN-SOUTH 5.. (G--0,36) BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) ubwuvu SLAT SPAN RANGE A ASA IGN > > S.D WOOD GRADE PRESSURE 07-4 >4-6 >5-V >V-7' RADNG RAUCE —OV BUILD-0" IOU,�Ul BU, OUILDGUT- .-0 nU' MoUW VkEjjMGU,; UNTVAE M'0UIIT 11 E, U, Zn MOUNT Yl�nE UNT 6 LIDUW%VAQ=NT WA MoiWi��IF ma 32.2 5" 6' 6- 5 6" 6 6" SOUTHERN PINE #2 4O 6- 6., 6' 5 (G=0.55) 6- i74" 4 1 60 6 6. 6 5 6" 6 .5 3/7 5 3/4 4 4" 3" 3- DOUGLAS-FtR-SOUTH 5 30.0 6" 6" 6 6 6 6" 6" 6" 6 (G=0.46) 40 6" 1 6" 6'* 1" 6' 6 5 1/2** 5 1/2" 5 1/2", 5 1/2" 4 1/2" 4 1/2" SPRUCE PINE-FIR-SOUTH 30.0 6. 6' r,,' 6- 6- 5' 5 1/4' 5 (G=0.36) NOTE: ;k�Tit FLORIDA BUILDING CODE (Non High woolly Ijurricone Zone) MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD0 2M rLTECQ No SHALL NEVER EXCEED MAX. * Nautilus SLAT SPAN INDICATED ON Rolling Shutter System O./To/15 SLAT PERFORMANCE CHARTS 11T1 EXPERT SHUTTER SERVICES ME-- ON 20 SHEET. TILUT TESTING COMPANY 1626 SAY,BILTMORE STREET ."'. '= 15-071 P, (']M Ult—C.M.— PORT ST.LUCIE,FL.311984 O R wne(Owl 740-906. (772)871-am OWING N. ULUT 114'.PE. A Lk�.I 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) * MAXIMUM ... STORM BAR SPACING ( T) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' (sf 30.0 11 -0 11'-Q° 11 Q" 71'-0" 11'-0" 11'-0" 11'-0" 11'-0° I i'-O° 11'-0" J THiS REGION IS ONLY VALID FOR INSTALLATIONS --.__ .... --. ___ _ __. ___._._.M---•_..-_-__.___ --_----. _.___,._._._. .---_.___. W/ 1 OR MORE STORM BARS PER SHUTTER. 35.0 i 1'-O" 11'-0" 11'-0" 1 1'=0" 11'-O" �-0" 11'-0" __.---•- _---------.---_.__.._. 40.0 11'-O" 11'-O" 11'-O" i i'-0" ll'-O" 1 i'-0" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 i 1'-0" 11'-0" i1'-O" i 1'-0" 11'-0" i i'-O" i 1'-0" 11'-0" i 1'-0" 11'-O" ._-- ------.-........ ._....._ ___......._____.._.._ ..._. __-- ..--»--.---. .._...._._.__ ..._ .__... _.... __...__... 1. f THIS REGION IS ONLY VALID FOR INSTALLATIONS 50.0 11'-Q" 11'-O" 11'-O' 11'-0•' 11'-0" 11'-O 11'-0" - 11'-0" 11'-0" ill.-0_.__ ._-----._._.._--_. -.--- _._.. .__.._.-_-.- _--. ;W/ 2 OR MORE STORM BARS PER SHUTTER. 55.0 11'-0" 11 -0" 11 1 1'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 60.0 ll'-O" 1 i'-O" 1V-0, 11'-0" 11'-O" 1 1'-O" i i'-0" i i'-O" 11'-0" 65.0 11'-0" i 1'-O" ll'-O"T i i"_O" 11'-O" i i'-O' 1 i'-O" 11,-0•, i 1'-0" a _ 70.0 11'-0" 1 1'-0" ill-0 1 1'-O" 1 1'-Qll 1 7'-0" _11'-0" 75.0 11'-0" 11'-0" 11;-0" 11:-0"--11'-0"- _ii'-D" 1 1'-0" 11'-0" - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" i 1'--0" - -i 1'-0'= 11'-O" 10'-10" -0" 11`-01, i 1 -0.----11 i 1'-0" -90.0 - 11._01• - 11'-O'_ 11'-0" _ 11'-0" 11 Ol__.. _i 1'-or- - - _ - - 95.0 11'-O" ill-O. i 1'-0" 11'-O" ill-0.1 1 i'-0" - - - 100.0 11'-0" i i'-O" ll'-O" i 1'-0" i 1'-0" - - - - - 105.0 11'-0" 11'-0" ill-0.1 11'-0" 11'-0" --- .--- - - - - - - _ .------.... .... - -_.. 110.0 11'-0" 11'-0" 11'-0" 11'-0" 10'-10'• - - - - 115.0 ll'-O" i 1'-0" ll'-O" 11'-O" - - - - - - 120.0 1 i'-0" ii'-o" i i'-0" 11'-0" - - - - - - 125.0 11'-O" 11'-Q" i 1'-0" 10'-10" - - - - - 130.0 i 1'-O" 11'-0" 11'•-O" - - - - - __ -... _-......._.. - --------- _.._�.--- ------ 135.0 - - - - 140.0 i1'-O" 11'-0" - 145.0 ll'-O" - i50.0 11'-O" i 1'-0" - - - - - - 155.0 - '160.0 -11'-0" 111_0. - - - - - - - - - ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS-IN ( �NNltgllllI,.-0". FLORIDA BUILDING-CODE (NON 11419h Velocity Hurricane,Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. .+`� ..•�C G2015 TILTECG INC. GRA-N lY- __. ,P �� - Nautilus F R.L „ Rolling Shutter System o1�ATE =jSO-;x(±,1161 COMP UL C C�, arac. EXAERT SHUTTER SERVICES 1NC. orE Js a TILUT TESTING&ENGINEERING ANY • �'� •{g +✓/,,('. _ sass n."-09IA sl,s1.-aae.Yna"n unCws.s4 31lee 1626 S.W.81LTMORE STREET 1 5-07 1 1•C; / ,� worse;posh:,-ssao.s<.:poshrl-uy. PORT ST.LUCIE.FL 34984 13 __4(stieCO�aOl.fom ORdwcNC NO STAT :� M-000719 PHe"E(600J 719-9DA6,PA%•(TTl)991.8990 \(aLTER A.TRLIT Jr,P.E an"• osx °`•"• J�•rj�P�E`' N • �.'t�� FLORIDA U.8 44167 .fmin SNEET 22 OF 26 ,�tj1t11iiH11Tittitttt+l SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(p.s.f.) & A MAX.MULLION MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. SPACING(ft)* DESIGN PRESSURE RATING(P.S.F.) & A MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) NIAX MAX. A.S.G. 1.awuuu ©4"x6"x114"MULLION G7 4"x8"x1/4"MULLION G2 4°z7'xi/4'THICK(318"FLANGE)MULLION A.S.D. cN UA'auuu ©4"x6"x1/4"MULLION G1 4"x8"xi/4"MULLION G2 4'x7'x1/4'THICK DESIGN.D. uuwon RESSUR SPICING PRESSURE SPACING 8'FLANGE)MULUON RATING(P-Q (fQ• ORIENTATION 81 #c T ORIENTATION 92(0)t ORIENTATION 1 (o)t ORIENTATION R2(Q) ORIENTATION#1 (0)1' ORIENTATION#2(Q)1' (P•�) ORIENTATION�1 (o)'r ORIENTATION®2(�)t ORIENTATION#1 (o)'r ORIENTATION#2 Ot ORIENTATION®2(a)1 END INTERIOR END INTERIOR ENO INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 20'-0' 7'-10' 9'-e' 7'-3' 12'-0' 9'-4' 10'-7' 8'-0' 12'-6" ._._9'-8' _ _ _ 7'-6• 12'-6• _30.0 _20'-0• __7'-10' 9'-8' 7'-3' 12'-0' 9'-4' 10'-7'__,._ - _ _ _ 35.0 20'-O' T-A' 9'-3' 6"-9' ._ __7�T-..12'-6' ,. 0'-jl____ 6'-11'--12'-6" _35.0 20'-0' T=4' g'-3' _6'-9'__11'_5'- 8'-B" 10'-0" 7'-_7• 12'_6• 6'-I1•___12'-6'- 6'-10" B'-10' 6'-4" 10'-11" B'-1' -9'-7' 7=3" 12'-G__ 0-5 6'-6" 12'-8" _40.0 20'-G' 6'-10' B_f0" G'-4' 10'-1I'- 8=1 �9'-7 -'-12'-6' _ �_B'-G" 12'-6" __ B'-6' 6'-6' 10'-6� 7'-e' 9'-J" G'-11' 12'-6• ......7'-1.1' 6'-2' .._.12'-6" 45.0 ...20•-0'..-6'-6" 8'-E'V....6'-6'-_10'-6' 7'-8' 9'-3'--6'-11•._-12•-6' 6'-2'_._-12' ___-- ._ __._._.-_. -._ _ .. __-7'-Z4- --___... • 20-0 G-2 8-2" 6'-0" 9'-11" 7'-d' B'-11" 6'-7' 12'-G'__ ,__-7-4' 5'-11' 12'-6' SD.O 20'-0' C-2� 10 _ 7'-4" 8'-11" 5'-3" 12' -_ __ • 20-0 .x_11 _.7'-11' S'-9' 9'-O' 6'-8' 8'-7' 6'-3' 12'-M1' fi'-8" 5'-7' 12'-6' 55.0 20'-0" 5'-11' 7''11' S'-9' S'-7' .._. ..-_-__. __._�_- _. .____.____. 60.D 19-5 5-8' 7'-9" 5'-6" 8'-6" 6'-4' -_ 8'-6'.-_. 6'_2' 12'-0' G'-4' S'-6 12'-6" 60.0 19'-5' S'-9' 7'-9' S'-6' 9'-B' 6'-10" 8'-6' M1'-8' 72'-0" 5'-6' 12'-6" _. _.__. __.. _._.....- .._.-__.. -__.._ _.__.-_�. ._.-__ -_ ___..__ _._ - .,-__-_- ...__. .0 18-4 5'-9 , _ 8'-4' 6'-4" 8'-4' 6'-2 11'-10' 6'-4" 122^-6_ 85.0 18'-4' S'-9 7'-9' V-10' 8'-5' 4'-8" 11'-10' 5-6 _.. ___._ --5r-F- 70-0 . _ ..__...-_.._' _._... _. _._-. -v_.- __ - ___ ___ ._.__ 70.0 17-4' 5'-9' 7'-8 5'-4" e'-2' 6'-3' e'-2" 6'-2' 11'-9" 6'-3' S'-6 12'-6" 70.0 17'-4' S'-9" 7'-8" 5'-4' 9'-6' 6'-10" 8'-d" 4'-8" 11'-9' S' 75.0 16-6 5'-9" 7'-7' S'-4' B_0' 6'-3' B'-D' 6'-2' 11'-7'-_-.6-3"_ 5'-6 12'-5" 75.0 76'-6' S'-9' 7'-7' 5'-4' 9'-5" 6'-10' B'-3' q'-8' 11'-7' 5'-6 12'-5' ..-....___.__.._... ..._._- . _.. . _________" -_-___-._.__._-.---._ _._..._ ..__�____.___._ S'-4' 7'-10' 6'-3' 7'-70' 6'-2' I1'-6' 6'-3' S'-6 12'-4" 80.0 t5'-9' S'-9' 7'-7' S'-A' 6'-IO' 8'-J• _4'-8" il'-G" -A' 7'-9' fi'-J' 7'-9' 6'-2 11'_5' 6'-3" 5'-6 12'-3 85.0 15'-0' v-9" 7'-7" 5'-.•' 9'-J' 6=10' B'-2" 4'-8'J--j i•_5"_._.s-fi- 12'-3..- 90.0 14-2' S'-10' 7'-7' S'-5' 7'-9' 6'-q' 7'-9' __ 6'_-3"_ 11'-5' 6'-4' S'-7 12'-J D0.0 14'-2' S'-10" 7'-7' S'-5" 8'-3' 4'-10' 17'-5' S'-7 12'-3 _..- 5_-B 72'-3 85.0 13'-5' 5'-10' 7'-7• 5'-G' 9'-3" 6'-11' B'-3' A'-I1' -__-.._. - _..-._.._. __ .____.-. 100.0 12-9' -7=9' 5'-11' 7'-7' S:-7' 9'-3'- 7'-0" 8'-2' 5'-0' 11'-5' 5'-9 12'-3 5'-7" 7'-9' 6'-7' .7'-9' 6'-$' 11•_5' 6'-7"_.... 5'-9 12'-3 105.0 12'-2• 6'-0' 7'-7" 5'-7' 9'-3' 7'-7' 8'-2' S'-1' 17'_5- 5'-9 12'-3 1 0.0 11-7 6.-0. 7--9- ..... __.-....___ 5- fi-8 7-9 6-6 11-5 6'-tl' S'-10' 12'-3 110.0 77'-7' 6'-0' 7'-7" - '-10' 115.0 11'-I' 6'-1" 7'-7' S'_g• 7•_g' 6'-9' 7'-9' 71'-5" 6'-9" 5'-i1' 12'-3 115.0 11'-1' 6'-1' 7'-J' 5'-9' 9'-3' 7'-2' B'-3" S'-A' 71'-5' S'-11' I2'-3 lzoo _ _ _ --- ----- --- ---------- 10'_8' 6'-1' 7'-6' S'-9' 7'-9' 6'-10' _7_9'._ _ G'-7'.___1 I_-5' 6'-10" 6'-0' 12'-3 120.0 10'-8' 6'-1' 7'-6• 5'-9' 9'-J' 7'-3• 8--2• 5'-5" 11'-5• 6'-D' 12'-J 125.0 10'-2" 6'-2' 7'-7' S'-10' 7'-10" �7'-0' T-10' 6'-9' 11'-5' 7'-0' 6'-1' 12'-3 123.0 10'-2' 6'-9' 11'-5' 6'-1' 72'-3 _...__ -._- __-.._ _-_-- _.--____-__ __-_...__.... _. _- �,_ .__-_____ ----.-______-_____._ .___._ 130.0 9'-10' G'-J' 7'-7' S'-10" 7'-9" V-0' 7'-9' 6'-g' 11'-5' 7'-0' 6'-1' 12'-3 130.0 9'-10' 6'-3' 7'-7' S'-10' 9'-3' 7'-4' B'-2' _ 6'-9" 1J5.0- 9'-5' 6'-4' 7'-7' S'-11' 7'-10' 7'-2' 7'-10' 6'-10' 11'-5" .,.._ 7'-2' 6'-2' _12'-3 135.0 9'-5' 6'=4' 7'-7" 5'-11' _ 9'-J' 7'-5' � 8'-J• fi-10' -71--5'--G'_2' � -12'-3 V7'-10' 7'-10' 6'-11' 11'-5 7'-J' 6'-J' 12'-3 140,0 -5 7'-6' 6'-0' 7'-9' 7'-4' 7'-9' 6'-11' 11'-5' 7'-4" 6'-J' 12'-3 145.0 8'-10'1 6'-5" 7'-6' 6-0' 8'-2' 150.0 B-6' G'-6' 7'-7' 6'-1'- 7'_9'_ 7'-5' 7'-9' 7'-0' 11'-5' 7'-5' 6'-4' 12'-3 150.0 B'-6" 6'-6" 7'-7' 6'-1' 9'-J' 7'-7' 8'-2" 7'-0' 11'-5" 6'-4' 12•_3 155.0- ..._-_... .,. -. .._ ...__-.._________.__ .__-_.._.- _._. __--______....__.._-�._________-_--_- _ 8'-3' 6'-6' ]'-7' 6'-2" 7'-9' 7'-6' 7'-9' 7'-I" 11'-5' 7'-G' 6"-5' 12'-3 155.0 - -_ .-_-.._ ___ _._ 8'-3' 6'-6" 7'-7' 6_-2' 9'-J' 7'-8' B'-2' 7'-1" 17'-5'_ ___6'-5' _12'-3 160.0 B'-0" 6'-7' 7'-6" 6'-2' 7'-9' 7'-7" 7'-9' 7'-2' 11'-5" 7'-7' 6'-6' IY-3 160.0 8'_0•__ 6'-7- 7,-6,._..7•_6' 6'-2" B'-3-_..7'-g- 8'-2' �'-Z�_-11--5' 6'-6" 12'-3 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. - - - - - -- i -_ -END MULLION INTERIOR I MULLION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) •Nu/.••.v�'% 0 2015 TILTECO INC. -r.R"BY: �,• `- Nautilus r.R.L MULLION SPACING:"S" rC �_gLA1 __ n a(� Rolling Shutter System o.vlGils • .�f__ _�_ �L5 L�' L�a O1CJC. DATE •, ,�j�y • TILLIT TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. • ('AT� �� baa".x.Acu sl..su oo s.n.sato" 1628 SAY. STREET O'. F Q P�"c tabs)ml-1'si'o c pw)bn-sal 15-071 .N,B ,eom PORT ST.LUCIE.FL.34981 ////�s RIS •'^�.�\\\ ES-000671liltbcoD9ol9 PRONE:(000)749-9W¢,To.(772)6T1-0990 DRAWING No rI•' •(\` G' TER Tw1 J FLORIDARI ,P.E. (t?rry (1"G DATE DA Uc.g 44tG7er,c 5x11 1 11 or 26 SCHEDULE1b SCHEDULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN(I#FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S D. A.S.D.•DESIGN PRESSURE RATING(p.s Ll&A 12'-0"MAX.MULLION SPACING(f)' DESIGN PRESSURE RATING(P.S.FJ•&A 12'-0"MAX.MULLION SPACING(FT)' MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN(Fr) wx. @ DESIGN swtaN ©4"x6x1/4"MULLION 478"x1/4"MULLION Ggd x7kMULLIONAS.D. WMU ©4"x6x1/4"MULLION 4"xs"x1/4"MULLION 4'x7'xi/4'THICK(3/8'FLANGE)MULLION PRESSURE SPACING GE)MULLION PRESSURATING RE SPACING ORIENTATION#1 0.4 ORIENTATION U2(0)t ORIENTATION Xt l.)t ORIENTATION#2(0)'('ORIENTATION({7 t ORIENTATION 2(0 RATING� ') (rt)a ORIENTATION#1 (-)tl ORIENTATION 112(9)t ORIENTATION#1 (-4tj ORIENTATION#2(9)t ORIENTATION J2(0)t END 7 INTERIOR ENO I INTERIOR END INTERIOR ENO I INTERIOR END END INTERIOR END INTERIOR END URERIOR ENO INTERIOR DJD INTERIOR END INTERIOR .11'-7_ 17'-6' 9'-9' 12'-6' 12'-6' 12'-G" -10J7" 12.-0 ..._ 12'-6' ._..__ it'-3" .._12'-6,.. _.. :Q_. 12'-6'_ 12'_6.-_ 72•_0• 70•_7• 72'-,6• 77•-3• 72•-6• 35.Q -a- IV-11"_.10-7' _-it. v-2- _12'-6' t2'-6' St'-7T' 14'-0' _.,i2'-6" 12'-b:, /0'_4' _tY-fi� 35.0 12'-0' 9'-2' 70*-it' 9:2__ -5' - 6-9: 12'-6' fI'-H" 11'-4' 9'-G'_....126_-_.___IV-10" 9''7-_._12'-6' ....40.0 ..72_4....._91_7• .101-5' _. 9'.-9" _12_-6_..1I',e'_._ 11.'9__ 9'-6-..�- 72'_6_..._9 .--_8_4�•--12'-5' 10'-11' 10'-71' 4'-i' t2_-G __• it'-2: ,_ _9:-q_ _72'=6' •FS.Q �12'-0` $'-4' -1a'-t__ 6'=4___12'-5- 10-i is-- ta'-il__ 9'-1• 12'_8_ 9'-0" 77-G" ..-. .-._._`_ SOA 12'-0', $'-9' 9'-8• 8'-7` _12'-0' t0'-4' t0'-T 8'-9' 12'-6'.__ 10^T9'_6�.. -12'-6' .. SO.q.. 12'_x"-_ 8_-1�_ .9.9...._ 9 .1_ 12'_0' _IO'-4'_ 10'-T 8___-9'__12'-6' 8'-6_, 12•_G` 55.0 12'-0" $'-4' 9'-5' 7`-f0� 11'-8' 8'-10' 10'-3' $'-6" 12'-6" - 10'-1' -: ..-_ $�-1'Y 12'-fi- _SS.O _12:-0'_--7'-70' 9'-5" - 7 10 _11._8 __9--to- _70_-S" A8'v6' t2'-6' 8�1' 12'-6` 80.0 8'-0- 0�'?'...._?.`8' it'-d' 9'..5' 9"'i�-"._.8=3'._.t2-=6.� _-..9--?,._.__�_7'-9'_ 12w-6' -w80.0 12'-0" .-7(-6�..._9n-2_._._7...0. .. .1�)'4' SES 9'-Il- 12'-0' _ 72-6' 7�g._...}2._6. 85.0 12'-0' T-e' 8'-11' 7•-2' -_11;-0' �,-1� ._9-8 -_ 8'-0" 12'-6" 9'-3' T-5' 12'-6' ,$5.0 --12'-0". T-2' 8'-11' T-2'� 11'`-0' 9'-7' 9'- 8'-0- 12'-6'_ 7'-5' 70.0 12'-0' ��_4_ _,_8_8' b'-it" t0•-9' 8'-9�,_-,,9�S___•T-70' 12'-6` ___$-i`„_ T-2 72'-G� 709 i2'-O"-- --b�lY,._8'-e'er__fi�-it'_ 10:-9 v 8'--9' 9'-:i T-10' i2'-6' T-2',- 12,�--6` ............ . ...�_-.. $'-6'- 6'-e" 10'-6' 8'-v .,. 9'3', -. T-$" 12'-6,' 8'-T,-, _ 6_-71',--12;-6'_,- -,-75_d 12'-0* a'-8, .--6'-6' » $'-6' 6v8' - 10'-G' B'-5'_ 93-3'- - T-•8'__ 12_6' ___--`- __._._.-...... .....__.. _ 80.0 . _12'-'._-6'_Ii'_, ,-1).-4' 6'-5' 10'`3.._....0.'?-_ 4'_0±.__.n 7--5_._ 12'-0-."' _8'-'' _.-_.s-8'....72•-.._ _ 80.0 _12'=0�_.._T.+=�._ 5'.';•_._fi_`5�_. _i8-3` 8'-2' 9'-O' 7'-5` 72'-6' 6'-$' 12._G" ..__...-_ _....._. ._. __. _.�w._....-._____._. __.._.- -115.0 12'-D" G'-$' 8'-2' 6'-3' 9'-9' 7'-11' e'-10' 7'-2' _.i2-6'.__ .. 6_7. .._ 6_6'-, 12'-6'_ .._85.0_-�2_-0'� ,6.-3' 8s�-3' 6'-3'- 10'-1' _ 7=_11_ H�70__..7-2�___.)2_,6 6'G" 12•-8' 90:0 12,-D' 6^6�..- _ 17 6!-4'^9'-2' �7;^$`^- 8�$' -T_0' 12'-5" T-10' 6'-4' 12'-6• 20,0 12'-0" W-1. 8'-0' G'-Y- _9,-77� T-6' 8'�8- T-0'_ 12'-5' S',4'_ '12-6` DSA 12'-a" 6'-4' T-{0; 5'-fl' 8'-e' Ty5' e'-6' 6'-10' 12'-i _....7_-S ........ G_-2' t2'-6' .__DSA 12'-O" 5'-11' T�10- 5-11' 9-8' _ 7��_._e.�6".____6'-f 0�_ .12'-1_ _6'-2' 12•_6' .._._ _.._-_..... ._.__..�.._._..._._ _..._...__-_- 1OD.O 12'-0" 6_-2• T-$' S'-9' 8'-3^ 7'-0' B'-3' _6•-8'_ S1'-9" ••,_ 7'-0' - __G'-0' 72'-fi'-, - 100.0 12'-0' 5'-9�_7�8' •_S_9'_-- 5'-G'_ 71'-9' 6'-0' 12'-b' 105.0 12'-0"- -G'-0' Y-7' - -5'-8' 7'-70' ^6=$"-•-7'-10' 6--G' It'-6' 72'-4' 10.5,0 12'-0' S•-B' 7'-7' 8'-B' 9'-A' 7'-i' B'-3' 5'-3' 1T'-6` 5`-10' 12--4' SCHEDULE 1b' (LIMITED LOAD.MULLION SPACING&SPAN)NSTALLAT14N1 SCHEDULE 2b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX SPAN(ft)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN G(ftFOR END&INTERIOR MULLIONS FOR AGIVEN .� A.S.D.DESIGN PRESSURE RATING{p.s.l.),AND FOR 12'-0"(CASE i}&&'•0"{CASE fit MAX. GIVEN A.S.D.DESIGN PRESSURE{D s F 1 AND FOR 12'-0"(CASE 1)&S'-0"(CASES to&11)MAX.MULLION MULLION SPACING fN}' SPACING(fil' MAXIMUM MULLION SPAN (FT) u4x G 4'x6'xt/4'THICK MAXIMUM MULLIONx114'THICK GPAN 3}2'xTx1/4'THICK ; ; eaTratu¢aI umuuN G 4•MULLION HICK -)t x"x1/4'THICK G3 2`xTx1f4'THICK G7 4'x8 MULLION RAN�MULUON SIG• LU70NUN MULLION MULLION 3 RAhG MULLION CRSS PRESSURE SP�NG pWAnav 11 OM"TAN 1)DMIAIM 11 ATION it wmItArm 1,"mamm/1 oR.DMMI I CASES i PRESSURE 1ACtlIONRATING �� RATING SPAG7Rc l"11 OMDOATMN I M0JIM4/1 ORMAMA II OPoQ7TA80N I M WON 11 OROM7101I I END (pJil.) (R)' (�t (@t (d _ t Mt #)t (1])t (4•n•1) (R) tot• ()]}•t' (o}'t• (o)t (4t (0.)t _ ULLION INTERIOR END INTERIOR INTERIOR INTERIOR END INTERIOR END INTERIOR INTERIOR END INTERIOR --.-,:�.x = --- 30.4 __12' 0' 12' 6' 12• 6" T2' 6'_ iZ' 6' It'0" =a. i2(-0'. .. �_ _„t2.=..6_. tY_6'.. 12'-8' 12''O' __..-.- it'-D' 1-ol END I I o = - ) "--359--I2'-0` 1•-71" _12'6__ 40.00 12-0' 11;8- tt�-4' f2 6'40.0 1Y-0' - 12-Gfi-$' /t�-4 12-b� tt-{?._ � I_- -_ CASEY .0 12'-6' 45.0 72'-O' - 12'-5 10'-i l' 10'-11" 12'-0" __ "--^- INTERIOR -- - --�--•-- - - _______ _�.._ -_._.�..�.�-_. x --- .-- 50.0 12'-e' - 12'-D• 10•-4• - m'-7 72'-6' _ 71•_0' CASE I 12'-0' .72•_0. i0.-4' 10'-7' 12'-S. __.__ "-. 11,-0` I _ -=I_ ..y..__ -- SS.O 12'-0�_ - 7I'-8' 9'-10' 1a'-3' 72'»@" 55.0 12'-O' - W-8' V-10' /0'-3" 12-6-6' - it•_a• I_ -1 MULLION _ - _ 60.0- 12=0' ---- I1'-4' _9'-5"- 9-11" 12•-6'- - 11'-0' _ _ $0.0 12'_D' 11'-4' 9'-6' 9'-11' �12'-6' -- J •I 6DA /2'-0" 11'-3' 9•-4' 9'-11' T2'-6' -....-_. -�. ... ` TA.B 72'-D` - St'-3" 9'-4' 9'-f i• t2'-6" - 71'-D' W �- _ ,...............).. ........ •. 30.0 8•_tl. _ 0._tl. 9._tl• 0._0. 30.0 8'^0' - _ 12'-8" 12'-6'_ 12'-6" 12'-6" 11'-0 .__r5"- --•"5" 359 _B'-0'� __9-�'__-9,0� -._8'L�'- -9•-0, 35.4 8 O• _ - 12'_6'_.'72'-6" tP-a- 12'-b:'- _ .'"t i0.-" 4 .».409 - $-0:'- _ 9' 0. 9•_0. __ _ ._. .-.._...__ 40.0 $'-o' iz_6' iz`�G_ .i2;-c' lz'_g` - ,I,'-D' MULLION SPACING: s.Q 8'-0' - .�.�9'-0' -9'-0� _9'-D'_.. --- - ' - - 45.0 _ 12'-8' '-6" 12'-6' - 11'-0" ._._. CASEIN -..�___.__.__ ...... ..--_....__T -....___- 54.0 8'-a' a.- '2 50.0 8'-0' - 12'-6' I2'-6' 12'-1' 12'-6' - 71'-0' -...-____ _._..__.�.....-_..-..r _`_.._� __-.�. ..__-.... ._ -'_ .. ..__.-._._. SS.D $'_0' _9`0 B'-0'. _9�.p_....9�0�__ .._. ..8•-0� _aso-_B;-a' __:. ..i2_c rz'-s' f r-e' 1z'_6_'� - 77.-g.- •MAXIMUM MULLION SPACING SHALL BE SUCH 60.0 $'-O' - 9'-0' 9'-D' - CAA 9'-0' - 12'-2' 12'-2" i 7'-4' 12'_2_._ , 1 t-0' CASE 7Y ...65.0�`yr_�:_ _�..5'_0__ B._0.._._9r-O___"`H-Q' _ 9'-e• _.__ __-...__ ...__. __.._ THAT MAX.ALLOWABLE SLAT SPAN FOR THAT - 50.8 8'-0' - 12'-0' 12'-0" 11'-a' 1T-D' - 11'-D• 70.0 a'_D"�--- - 9'-0- 9'-0-0.4 s'-o'--_s'-o'� _3na Bo---- --.. s�q^ 9_0 9_Q• g_p _ _ _ g_D- DESIGN LORD SHALL NOT BE EXCEEDED. ------- - --.-__ _ __... ..-.------_ -_-- 35.0 H'-OL _ g•_0• B'-� .__9,;-D" 9-D _ 75.0 0'-U' = 9'-0' 9'-0' 8'-0" 9_0 9'_G' = B_`G'_ 40.0 a'-G" - 9;-0" 9'-a' 9'-a'� 9'-D" - 9•-0'- t MULLION ORIENTATION IS AS SEEN FROM THE 60.0 8'-0' ._9_..'Q�.. 9'=4' g=0_,. - 115.4_$'-0' 9-O'_ 9,-D- -0. OUTSIDE(EXTERIOR)OF PRODUCT. 9'-0_ 9'-0' 9'-0' 9. 20.0 $'_0. ...._�_ 9=0_....9'�0__, 9`0' e`0' - 9'`0' ...._»___...._... \`\ R1iA NT� /'' 95.0 $'-o' - 9'-4' 518 _8'-0' - 9'-0' 9'-0" 9'-O' 9'-0" - ».._9•r0•_ _.__-._-._.._.____..-_.-_-_._....._.____...r_..._.__.-._._....._ _.__._.,._ CASEII 80.0 __0'-0'_ _____ 9'-0:_-..9-Ort- g=0..___g,-D- - _0'_0.' \\\\1G it1111/ 100.0, 8•_0' _ 9'„0. 9._0. 9._tl. 9._0. 5,_0. -9'-D' 9'-O'_ -9-0'µ ..C�� FLORIDA BUILDING CODE(Non High Velooity Eurricone Zone) 70.0- 8''-0' �8-0:_.�9•`0 ,. ..a..�-O: __�._O._. - _- -._9'-0' azt mCaw ouxy$r. : - g1_o-' Nautilus .. .... _ .... F.A.L. 1909 8'-0' - 9'-0" 9,-O" H�9 � 9'-0' �..- v 9�-D" s-n" B-s"•_77-- . 9-o' _ 9'�H-_ x n Rolling Shutter System 04J70J75 24.0 B'-�'_____ _ •,4'-0_'___8'`2'`_ T-9' 8'-0' _9•_0' O '_-_ . O` TE C .__.91-_-_..- �tl� � `4-�.�7C3G. DnTE �� . 9'-0' 7'=0''J7'-4'• _9'-_0" _ .- _ 9�0_ „Ly 77nn77�c�n�y _•,- �� TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 7009 ..8'-0'.. 9•_p' j•_3•.-' _ SJPtE7yt)F .'-• ears .aslx 9n aro,rvalw wows.++.txlec 1626 SM.18LTMORE STREET (9'11(91-1510.r"a:fAOp]a�l'-ISA 15-071 NOTE:USE 9'•0"IFANCHOR CONSISTS OF HILTI•INC HUS-H SCREW OR POWER FASTENERS. `l, a-man:$uecoQeuLcom PORT ST.LUCIE.FL.34984 DRAWING No S�'�'••F�OR14P Vv�A PIIW+[;{800)749-9856,KAY:{777J 875-9998 WEDGE-BOLT ANCHOR.SEE SCHEDULES T&2 ON SHEET 109. �4 �� WALTEto-0006719 AOTff R Jr P.E. "l•" °'rc FLORIDA Uc.144167 • 4l"ne1 it ^ s1112T 25 Or 7a 1i * t\ 1 i SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.) & A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'-0"MAX.MULLION SPACING SPACING(ft)* (FT)" MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN(Fr) LAx. Lax. pIESIC l M ULUOu ©4"x6"x1/4"MULLION Gi 4"x8"x114"MULLION G2 4'x7'xl/4'THICK(316'FLANGE)MULLION D6ICN MA MUM ©4"x6"x1/4"MULLION G1 4"x8"x1/4"MULLION G2 4"x7"x114"THICK guuwoN PRESSURE BUWON 'FLANGE)MULLION SPACING - RATING SPACING (N). ORIENTATION#1 (o)t ORIENTATION#2(0)t ORIENTATION#1 (-)tORIENTATION/12(0)t ORIENTATION#1 ()t ORIENTATION#2(())t ��'T') (ft)� ORIENTATION Al Q-)t ORIENTATION//2(0)t ORIENTATION#1 ()t ORIENTATION J2(Q)t ORIENTAT17(J2(Q)t END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR __3D.0 _ 7'-0" 12'-6" 12'-6' 12'-6' 12'-6' 12'-fi' 72'-6' 1Y-6" 12'-6' lz'-6_-- 1276" _.12-6_ _X0_0-_ _.7_-0__12'_6_ 12'-6 __72.-6__ 12-6" 12'-6' 12•-6' 12'-G" 12•-60 12'-6" 12'-6' 35.0_ 7'-0' 12'-6' Iz'-6' 12'-6" 12'-:1'.. 12'-6' 12'-G" 12'-fi' 12'-6' 72'-G' 12'-6' 12•-6" - --- .. _____... ..-_.._.._._ __ 6 -__.___. -__._.. .._-.-_-- ._._.___.-_.- ..___, ..._.___.. _..�`.:0_.._1__O-_ 12-6' 12J-6' 12'-fi-�12'-6' 12'-6' _12-6'_ 72-6'_.^ 12'-6' _72'-6_ _12_-6• 40.0 7'-0' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-G' 12'-6' 12'-6" 12'-6" 12'-6' 12'-6" 40.0 7'-0_ 12'-6' .._12',_6 ___12'-6'_ 12__6' _ 12'_6" 12'-6' 12'-G' 12'-6' 12'-6' 12'-6" 12'-6" 12'-fi' .12'-fi' 12'-6' 12'-6" 45U_ )'-0' 1z'-6' 12'-0' 12'=6" 17=6' 12'-6' 12'-6' 12'-6' 12•-6' 12'-6' 12'-6' 30.0 7•-0' 12'-6' 11'-7' 12'-6" 12'-6' 12'-G' 12'-6" 12'-6" _12'-6" _ 12'-6 12'-G" 12'-C 500 7'-0' 12'-6" 11'-7� 12'-G' 12'-6" _12'-6' 12'-6" 12'-6'_ 12'^6' 12'-fi' 12'-6' 55.0 7'-0" 12'-6' 11'-3' 12'-6' 12'-6' 12'-6' - 17'-3" 12'-6" 12_-6" 12'-6' 12'-6' 12'-6 55.0 7'-0' 12'-6_- 11'-3- -12'-6'- 12'-6'-_ 72'-G' - 12'-3" 12•-6� 12'-6'�-12'-6 12'-G" 6"__ __ _.._,10_-11____12'-fi__,_72=6'_._ 12'-6' 11_11__ 12--6___12'-6" 12'-6-- 2 2_-6' 10'-8' 12'-1' 12'-b" 12'-6' _.11-7'.____72-6" 12_6"___.._12:-6_.. -.- 72:-6�.,_ -12'-6' 65.0 -_7'_0' 12'-G" 10'-B' 72'-1' 12'-6' 12'-6` 11'-7' 12'-6" 12'-6' 12'-6" 12'-6' ....__.. _._. ._.-_... -_-.__.--_..-_., _.____-______.____._.___.._...__-. 10'-5' 11'-6' 12'-G' ------ 11'-3' 12'-6' 12'-6' 12'-G' 12'-6' 12'-6" _7p•0_ 7'-0' 12'-6' 10'-5 _ 11'-6' 12'-6' 12'-6' 11--3- _ 72_6" _72'-6' 12'-6' 12'-6" 75.0 7'-D' 'Ti'12'-1" 10'-2' 70'-11' 12'-6' __12'-6 .__1.1'-0___-._11'_11"_ 12.'_6__ ___,.._ 12'_6'_._.___._12'_6 ,_..12'_6_ -];)_0 __7_0' 12'-1- 10'-2• 10'-11' 12'-6' _11; 12'-G7 12'-6_ 90.D 7'-0' G 9'-it' 10'-6' 12'-4' 12'-6' 10'-10" 11-5" 12'-6' __ ...12'-6' 11'-11' 12'-6" _-BO,p_ _ 7•-0' 11'-6" •9'-11" 10'-6' 12•-4' 12'-6`-.__10_-10' 11'-5" 12'-6' 17'-11" 85.0 7'-0' I I'-0' _9_-8' 1G'-2' 12'71' 12'-6' 10_-7'.__. 11'-0' _12'-6= 12'_6'_.. _ 1 I'-4' 12'-6" 85,p____7'-0' 11'-0_ g=9• 10'-Y_ 12'-1" _12'-G' __70'_-7" 11'-0' _12'-6' 90.0 7'-0" .__._D'-10' 12'-5' 10'-5" - 10'-B" 72'-6" _ 12'-2'._., _ _ 7D'-10. 12^-6__ _g0,q ..., 7__0'__, _10:-7" _ 9'-7'-_9'-f0' 11'-1G' 12 5 10'-5" 10=B' 12=6" 70'-10' 95.0 7'-0' _70'-2` 9'-5 ...9'-6' _ 12'-6' _11_-8 - _ 10'-5' 12'-6' _85-p-_.___7'_0_ 10'-2' 9'-5' 9'-G' ._ 11:-7'_ 11'-11- 10'-2" 1G'-4' 12'-6' 10'-5' 100.0 7'-0' 9'-10' 9'-3'_ _9_-J' 11'-5' 11'-G' 10'-0',_. 1G'-1' 12'-6" 11'_5'._ _. ..f0'_I_„ 12'-6' 1Gq.0_____ )_D' -g_IO 9'-3' _„_9'_3__ 11'-5" 11'-6' 70'-0' f0'-1" 12'-G" 10'-1' 12'-6" -....--. _---.__.--.._..-" . z___...- . ._.-_._.__--_-_..-.-. -6' 9'-1" 0'-1' 17'-J__ 11'-2 _...9'-10'__ _ 9'-10' 12'-6' _ 11'_1 _.__ 9'_R'_ 12-6" 105.0 7'-0' 9'-6' 9'-1' ___9'_1' ___11'_J' _ 71'-Y 9'-10' 9'-70' 12•-6' 9'-8' 72'-6' --._ _ .____.___.._._.-..-.-.. _-__.._ -._ .- .__._...__._._ ..._..-__.._.-_ .._ - 110.0 7-0__.9'-3' B'-11'__B_1D` 11'-1' f0'-10' 9'-9' _ 9-7" 1_2'-6__ .- -10-9'__ _ ., 9'-5' ._I2-6'_ ._110.0 _..7'-D' 9_3" _8'_11_ ,8'-10' 11'-1' 10'-70' 9'-9' 9'-7" 12'-6' 8'-5' 12'-6' 115.0 7'-0' 9'-0" 8'-10' 8'-7' 10'-11' _f0:-7_ 9'�7'__-9'-5' __12'-6_-__10'-5___ 9'-1' 12a-6' 115.0 7'-0_-9'-0' B'-10" _8'_7' _f0' 11' 10'_7',._ 9'-7'-_ _9'-5'__ 12'-6' ..__ ._ _... ._____.___ .-.._.__..-___ 120.0 7'-p __-B_-g'__ 8'-0: _8_-5'_.- 10'_9' 10'-3" 9'.- . - 1 --b" 70'-2' 9'-10' 12'-6" _120.0 _ 7'-0 B'_9__.__8'-B___R�5'_ 10'_9' 70'-J• 9'-5" 9'_3'__ 12'-6' g'-10' 12'-6` __ ..-- _.-___ _ ..... .. .. ... .--_ .___.- - 175.0 7_0' B'-6' B'-7' ..8_-2'_ 10'-7" 10'-0' 9'-4'_ 9-1' 12'-6" __. 9'-1 I___ _ -8'-7'__ _72'_fi__- _775_0 7'-0" B'-6' e'-7' 0'-2'__-_10'-7'_ 10:-0' 9'-M1" 9'-1" 12'-6' 8'-7' 130.0 7'-0' B'-M1' B'-5' 8'-0" 10'-6" 9'-9' 9'-2' B'-11` 12'-6' 9'-9'_______._B'_5---__72'-6__ X30 __ 7'-0"_ 8'-4- 8'-5• _8_0'_ 10'-6` 9'-9" 9'-2' B'-11• 12'-6" 8'-5' 12'-6' _- _ _-_._._.--____. -.-.____..-_............ ..__._.-._..-.. .--._-_ .-- _ _ ._-. --_.-_.._.__-._-_-_--.�_ .._ 135.0 _7'-0' B'-2' 0'-4' 7'-9' 10'-4' 9'-7' 9'-I' 8'-9' 72'-6' _ ._-9_ G_____- 8'-2'_.-_ 12'76'- 8'-9' 72'-6' 140A. _.. . 6__0_._.._8.-J, ?-��. -7. ._ 9�-4�.. 9-0' ._.B:7'.-_. ?�-6�_......._.9.=4�_.. 8-0". _1��-6� .14,0.0 7'-0' 9'-U" ._G'-_3' 7'-7' 10'-}' 9'-4' 9'-0" fi'-7' 12'-6" 8'-0' 12._6. ...__.. .....-. _..- ._...__. ._._._-_.__.__ ____.__. --_.__..__--.._-- .. ..._. 145.D 7'-0' V-10' 8'-2' 7'-5" 9'-9' 9'-2` 8'-10' B'-6' 12'-G' � 27'-10- _12'-G' 115.0 7'-0' 7'-10' 8'-2' __-- _. ._--_ __.-_-_-___.______..._,-___ --_.._.._ �.___-__ -_-..._- -5" 8'-9' 8'74" 12'-6' B'-11" 7'-B' - - - - - - - _ _ _ _ _ _ 12 6� _750,0.___,,,7_0'_.-_7-B__,.-611" 7' h' 10' 0" 9,0_- 8' 9' 8' M1" 12' 6' _7' 0' 12' G' 155.0 7'-0' 7'-6' 8'-0' 7'-2� 9'-2' 8'-10" 8'-8 B_3' ___12'_5 __ ._8'-9'- __..__7'-6' 12'-6. 7550 7'-0' Y-G B'-0" 9'-10' 8'-10' 8'-8' 8'-3" 12'-5' 7'-6" -7Z'-6' --a 1'-0'-_.__.___.__ - ____- ._.-.. ...-... _ .._ _- -.-_ __-_._.- --Jq�-1 ._ .- _..- __ _ _- .___ ____ -.. .._ 160.0 7'-0' 7'-4' 7'-11" 7'-D' 8'-10' B'-B" 8'-7' 8'-1' 12'-2" 8'-8' 7'-5" 12'-6' 780.0 7'-0' 7'-M1' 7'-11' 7'-0' 9'-9' 8'-8' D'-7' 8'-1' 12'-2" 7'-5' 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. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. END MULLION I EUS' _INTERIOR MULLION FLORIDA BUILDING CODE (Non-High Velocity Hurricono Zone) s' -"s" �pEN$F' P2015 TL7EC01NC. DRAWN OY: - Nautilus MULLION SPACING:"S" =; -pJq_4A1 TTII I{ Rolling Shutter System OVID/15 _- IIIS E C©INC. GATE �'wC;• �)r J c��1 = TICCIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ]W'.NaGINN CA¢pENS.n.]J1F4 1626 S.W.BIL7MDRE STREET A'., J I ••)V` Vnuno (JO!)0T1-19)9.Ia.:(J9518)I-1!]I 15-071 VV mo9:ltlteco0aolwm (LOO ST.LUCIE.FL.34984 DRAWING No '���'•. F(DRti�P'���\ a CB-0006719 PHONE;(800))16-9056.M.(772)871-0990 vv WALILR A OLLR Jr. P,�A� I7lG1JA`I•-``>4�t FLORIDA OC. 44167 nurn • SHEET 26 Or 2G 11111