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Home My WebLink AboutProduct Approval Business & 'Profdssilonall Regulation FlOnda D2paf17112f1tof BCIS Home I Log In I User Registration i Hot Topics I Submit surcharge I stats&Facts ; Publications FBC Staff I BCIS Site Map I Links.I Search BUsines // Professi Arai ` WProduct Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL`^12246-R3� Application Type Ite wn Code Version t20P4.: Application Status Pending FBC Approval Comments FILE-copy Archived f�7 Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By John Henry Kampmann Jr. r_-1 Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R3 COI EXPERT SHUTTER SERVICES,INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.1)df Referenced Standard and Year(of Standard) Standard Year SECTION 1609.1.2 ASTM E-1996,E-1886 2005 SECTION 1626 TAS 202 1994 SECTION 1715.5.3 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect s 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 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, Approved for:use outside HVHZ:Yes. INC. NAUTILUS ROLLING SHUTTER SYSTEM bRWG. 15- Impact Resistant:Yes 071.Ddf Design Pressure:+160/-160 Verified By: Walter A.Tillit PE-44167 Other:State Missile Level "D"wind zones 1,2,3 and 4 Created by Independent Third Party:Yes (basic protection only). Pressure rating: +30,-30 p.s.f.at Evaluation Reports 20'-0"span and+160,-160 p.s.f.at 8'-0"span with 1/2" FL12246 R3 AE EXPERT SHUTTER SERVICES, slip.See sheets 15, 16 and 20 for additional pressures and INC. NAUTILUS ROLLING SHUTTER SYSTEM P.E.R. DRWG. spans. 15-071.Ddf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W R M sccurltvm tSlUc, GENERAL NOTES: 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACI 1. NAUTILUS ROLLING SHUTTER��SYSTF.bf;SHOW: OC T S G ALU 0 OCUMENT'„(P EJ1 EE 9. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON'SHEET S VERIFIED FOR COMP.LIANCE,IN7A000RDANCE WITH THE 2014 (5th EDITION QF;THE�yIORIDA UlLD1NG CODE. -3/8"mxt,1/4" CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTERS ET M•- AT�'L�NOT 8 NS7AtTiE A. iGH ,nL T1-IiTCANE ( 1=DADE -7/4"mz3/4" SOLID-SET MANUFACTURED BY ALL POINT, INC. /BROWARD COUNTIES). -3/8"0 KWIK BOLT TZ MANUFACTURED.BY HILTI, INC. _ DESIGN WIND LOADS SHALL BE'DETERMINED AS PER SECTION 1609 Q�,; OVE MENTIONED CODE, 5/16"0 TAPCON.MANUFACTURED BY ITW BUILDER, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHE ESE:SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INONS.UNDER 2010 FBC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MEN RE AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)'DESIGN.PSSURE R TED ON SHEETS 15 THRU 18 & 20 THRU 26: EDGE DISTANCE-AND-EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. IN ORDER 70 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIN AD ETERMINED PER.ASCE 7-10 EMBEDMENT BED SHALL, BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULT EGROUT FILLED OR M BY 0.6 IN ORDER 70 ANCHOR SPACING-®. 10p% EDGE DISTANCE � 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/ MAX, (A.S.D)DESIGN PRESSURE RATINGS It. ON SHEETS 15 THRU 98 & 20 THRU 26. 3/8"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 THI P.E.D. AS TESTED WERE NOT OVER STRESSED, 1/4"mx3/4" SOLID-SET 3" 3" 7/8" (3000 psi) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS S IN'THEIR ANALYSIS. FASTENERS _ 3/8"m KWIK BOLT TZ 9" 4" 2 1/2" (3000 psi) NOT ALLOWED - SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE 2012.IE5/16"0 TAPCON XL- 3 3/4" 3 1/8" 2 1/4" (2899 psi) NOT ALLOWED . NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND C RESISTANCE HAS,BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609;1.2 OF THE ABOVE MENTIONS AMERICAN TEST LAB OF SOUTH 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, . 'FLORIDA.-REPORT # 1030.017'08 AS.PER ASTM E 1996-05,: WAY AND E 330 STANDARDS,.QUALIFYING ::.10A, 11, 11A, 12, 12A, 13,& 13A. . INSTALLATIONS FOR WIND ZONES 1,_2, 3, & 4, MISSILE TYPE YAPPLICABLE TO:BASIC PROTECTION _KYJIK BOLT TZ. EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. INSTALLATIONS, AS:DEFINED BY SECTIONS 6.2.1.1, 6:2.1.2 ANSTM E 1996 SEE SHEETS 19 & 20 -HUS-H SCREW ANCHOR.MANUFACTURED BY:HILTI;'INC.. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T5 ALLOY (UNLESS-OTHERWISE NOTED), SEE SHEET 2. .MINIMUM,EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATEDBELOW OR AT ABOVE MENT 4. ALL SCREWS (EXCEPT END RETENTION-SCREW©) TO BE STAINLESS.STEEL 304 OR 316 SERIES WITH 50 ksi ..:EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 90 ksi,TENS.ILE- STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL:AS PER DIN - EMBEDMENT.® 100% 50016. ALL S.D.S_ARE TEK SCREWS MANUFACTURED.BY ITW BUILDEX & SHALL COMPLY W/ FLORIDA BUILDING GROUT.FILLED OR CODE SECTION:2411.3.3.4. ANCHOR-- SPACING ® 100% EDGE DISTANCE ® 100% CONCRETE CONCRETE BLOCK 3/4"0 KWIK BOLT:TZ 27" 9" 4 3/4":(3000 psi) NOT ALLOWED 5. BOLTS TO BE.ASTM'A-3.07; GALVANIZED OR.AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM '1/2"0 KWIK BOLT TZ 22 1/2" 7:1/2- 3- 1/4" (3000 PSI) NOT ALLOWED:. YIELD STRENGTH. 3/870 KWIK.BOLT TZ 6 4 3/87 2" (3000.PSI) NOT ALLOWED " 6 3/8"m HUS-H SCREW 4". 5" 2" 3000 PSI) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS X6,095,225 AND X7,409,980. 3/8"0 WEDGE-BOLT 4 1/2': 4 1/2" 2 1/2" (3000 PS). NOT ALLOWED 1/Y0 HUS-H SCREW OR WEDGE BOLT. 6" 6^ 7. ANCHORS TO WALL FOR QD SIDE RAIL SHALL BE AS FOLLOWS: 3" (3000 PSI) NOT ALLOWED. - 5/8"0 HUS-H SCREW!OR WEDGE:BOLT 7 1/2- 7 1/2" 2 T/2""(3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 ps.i, COMPRESSIVE STRENGTH.. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL.PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS'CONTAC -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,:INC: ' 12. IT SHALL BE THE RESPONSIBILITY OF-THE CONTRACTOR TO VERIFY THE.SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS. A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL.BE: INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME B 2 1/4" FOR 5/16-0 TAPCON XL ANCHORS & 2. 1/2" FOR 3/8.0 KWIK:BOLT.3ANCHORS. - -' NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY'WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING BY THE JURISDICTION:WHERE PERMIT IS APPLIED TO. A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 4" FOR 5/16"0 TAPCON XL ANCHORS & 5" FOR 3/8"0 KWIK BOLT3 ANCHORS. EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART:OF THIS APPROVAL. ANY FINISH MATERIAL. IS. (a)THIS.P.E.D. PREPARED BY THIS,ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJE 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 ENOUGH TO REACH THE MAIN STRUCTURE BEHIND- SUCH PANELS. ' - (b) CONTRACTOR-T0. BE RESPONSIBLE FOR THE SELECTION; PURCHASE AND:INSTALLATION INCLUDING LIFE SAFETY OF:THIS PR P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY (B) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL: ASTM C-90 CONTRACTOR'S RESPONSIBILITY. - 5/16"0 TAPCON XL ANCHORS,.AS MANUFACTURED BY ITW BUILDEX,.INC. (d) 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 UNIT SHALL.BE 2 1'/4'. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED'ENGINEER OR ARCHITECT WHICH WILL BECOME NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. RECORD (EAR:) FOR THE PROJECT AND WHO,WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D..ENGINEER OF A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVI B.2) MINIMUM EDGE DISTANCE (E.D.) OF.5/16"0 TAPCON XL ANCHORS:INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE'IS BEYOND ANY FINISH MATERIAL. :(e) THIS P.E.D. SHALL BEAR THE DATE.AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF .RECORD THAT PREPARED IT. - - - 13:3) 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 SE SUCH PANELS. - w FLORIDA BUILDING CODE.,ONE,LABEL SHALL BE.PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION'1710.8:2 OF (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=0.46) OR G SHALL ONLY BE USED TO SOUTHERN PINE #2 W/ G = 0.55 MIN. �� `�� IN�THE STATE OF FLORIDA' _ FLORIDA BUILDING CODE (Non High -5/16"O-TAPCON XL ANCHORS; AS-MANUFACTURED BY ITW BUILDEX, INC. y -- _ Q �. USC`•�'. O 2015�TILTECO INC. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4" PHYSICAL N a u:t N u s THREADED PENETRATION. NQ•.�L.4L � � � Rollin SFiutter S t NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. ?�}�---+- -��-�' : . 9. Ys C.2) MINIMUM EDGE DISTANCE E.D.) OF TAPCON ANCHORS, INTO WOOD'SHALL BE 2 1/4".EDGE DISTANCE IS =�G�• TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES. BEYOND ANY FINISH MATE WL. ^r '• _ 6355 N.w.J61R 56.51".JUI,NRGWq G410piS.R]J16G ••• .1626 S.W. BILTMORE STREET -ma;l-Isco.Fu•;(3osTen-u3� 'moi O�•••'��ORIDP a-mail: tllleco®aol.com PORT ST. LUCIE, Fl. 34984 C.3) IN CASE THAT. PRECAST STONE, PRECAST CONG_RETE OR BRICK PANELS, VENEER.OR PAVERS BE FOUND ON �� - •' �a`�� .. 'B-0006719 PHONE:(800)749-9056,FAX:(772)871-099D THE EXISTING.WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND - WALTER A. nun Jr. P.E. •�•• oacumoN o.,r �..-,,. ,oco,,,o, SUCH PANELS. P.'Ft�:�,• N DATE - FLORIDA Lic. # 44167 : an n-z•x iso5" . GENERAL NOTES: B. ANCHORS SHALL BE ANSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFAC 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 VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING,CODE: 3/&0x9 1/4" CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES (MIAMI-DACE _11/4-0x3/4- SOLID-SEN MANUFACTURED BY ALL POINT, INC. /BROWARD COUNTIES). 3 8"0 T TZ MANUFA KWIK BOL �CTURE D:BY HILT], INC. DESIGN'WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16"0 TAPCON MANUFACTURED BY ITW BUILDEX, INC FOR A BASIC WIND SPEED'AS REQUIRED BY THE JURISDICTION WHERE THESE.SHUTTERS_ WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS. UNDER 2010 FBC MINIMUM EDGE DISTANCE:AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW.OR AT ABOVE MEI AND SHALL NOT EXCEECI THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEENS 15 THRU 18 & 26 THRII 26: EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. INORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND. LOADS DETERMINED PER'.ASCE 7-1EMBEDMENT0 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,.®, 1009. EDGE DISTANCE ® 1007 CONCRETE CONCRETE BLOCK 'To.COMP.ARE THESE W/ MAX:'(ASA)DESIGN PRESSURE RATINGS .INDICATED ON SHEETS 15 THRLI.18 & 20 THRU 26. 3/6"00 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,. 1/4"0X3/4" SOLID-SET3" 3" .. 7/8" (.3000 psi) NOT-ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR:WIND LOADS WAS NM USED IN THEIR ANALYSIS. FASTENERS 3/8"0 KWIK BOLT TZ. 9" 4" 2-1/2'.(3000 psi) NOT ALLOWED. . 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 1/40.(2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS,BEEN VERIFIED IN .:ACCORDANCE WITH SECTION 1609:1.2 10:ANCHORS REQUIRED FOR MULLIOIJ CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE.SECTIONS SHOWN ON SHEETS 10. :FLORIDA.REPORT # 1030.01-08 AOF THE ABOVE MENTIONED CODE AS AMERICAN TEST.LAB OF SOUTH S.PER ASTM E 1996-05, E. 1886-05.AND E 330 STANDARDS, QUALIFYING 10A, 1.1-, 11A, 12, 12A, 13 80 13... INSTALLATIONS FOR WIND ZONES 1,,2, 3 & 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -K FOR ADDITIONAL:LIMITATIONS. WIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. INSTALLATIONS, AS:DEFINED BY SECTIONS 6.2.1.1; 6:2.1.2-AND 8.3 OF ASTM E. 1996 SEE SHEENS 19 & 20 -HUS-H SCREW ANCHOR.MANUFACTURED FA HILTI; INC.. -WEDGE-BOLT ANCHOR MANUFACTURED 13Y 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 MEN 4::ALL SCREWS (EXCEPT END RETENTION.'SCREW©) TO BE STAINLESS.STEEL 304 OR 316 SERIES WITH 50 ksi 'EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL: 'YIELD STRENGTH AND 90 ksi;TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL.AS PER DIN EMBEDMENT ® 100% 5001E. AS.D.S, ARE TEK SCREWS MANUFACTURED BY ITN BUILDEX &' SHALL COMPLY W/ FLORIDA BUILDING GROUT.FILLED OR LL CODE SECTION 2411.3.3.4. ANCHOR_ SPACING ® 1009, EDGE DISTANCE ® 1007 CONCRETE CONCRETE BLOCK 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 1/2" 7 1/2" 3 1/4" (3000 PSI) N07 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' (3000 PSI) NOT ALLOWED 6:..NAUTILUS.ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS ✓♦6,095,225-AND #7,409,980. 3/8'0 WEDGE-BOLT 4-1/2" 4 1/2" 2 1/2' (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR QD SIDE RAIL SHALL BE AS FOLLOWS: - - '1/2"0-HUS-H SCREW OR WEDGE BOLT 6" 6" 3" (3000 PSI) NOT ALLOWED 5/8"0 HUS-H SCREW ORWEDGE-BOLT 7 1/2' 7 1/2" 2 1/2' (3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 ps.i:. COMPRESSIVE STRENGTH., ' - - 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK.ALL.PRODUCT COMPONENT EDGES'WHICH REMAIN IN CONTINUOUS CONTAC -5/16"0 TAPCON XL ANCHORS AS.MANUFACTURED BY ITW BUILDEX, INC. .. .TO PREVENT WIND/RAIN INTRLISION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8"0'KWJK BOLT 3 ANCHORS.AS MANUFACTURED BY HILTI,:INC: 12. IT SHALL BE THE RESPONSIBILITY OF:THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS A:1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE.:THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME E 2 1/4" FOR 5/16.0 TAPCON XL ANCHORS& 2 1%2" FOR 3/8"0 KWIK.130L1`.3 ANCHORS. ' - NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. .13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN:THIS DRAWING PLUS ANY BUILDING_AND ZONING BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: .. 4" FOR 5/16"0 TAPCON XL'ANCHORS & 5" FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. 'LIFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FINISH MATERIAL. 15. (a)THIS.P.E.D. PREPARED BY THIS,ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJE 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 PR P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFE71 (B) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:.ASTM C-90 CONTRACTOR'S RESPONSIBILITY. 5/9,6"0 TAPCON XL ANCHORS, AS MANUFACTURED BY fTW BUILDEX,.INC: (d) THIS P.E.D. WILL BE CONSIDEREC ANVAOD IF ALTERED BY ANY MEANS. 8.1) MINIMUM EMBEDMENT.OF 5/16"0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/47. : (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL.BECOME 1 NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE:REQUIRED EMBEDMENT. RECORD (E.O:R.) FOR THE PROJECT AND.WHO.WILL,BE RESPONSIBLE FOR THE'PROPER USE OF THE P.E.D. ENGINEER OF A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE.SPECIFIC DRAWINGS FOR REVIE 13_.2) MINIMUM EDGE DISTANCE (EA) OF 5/16"0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. .(e) THIS P.E.D. SHALL BEAR THE DATE.AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. : -.. - ' B:3) IN CASE'THAT,PRECAST.STONE, PRECAST CONCRETE OR BRICK-PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUFACTUREWS.LABEL SHALL BE LOCATED ON A READILY VISIBLE:LOCATION AT PRODUCT IN ACCORDANCE WITH SE SUCH PANELS. FLORIDA BUILDING CODE.-ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION-1710.82 OF 1 (C) TO.EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G=0.46) OR ,�� G SHALL ONLY BE USED TO SOUTHERN PINE #2 W/ G = 0.55 MIN. _. � � � �� E �IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High 5/16"0-TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILOEX,.INC. - " �, S O 2015 TILTECO INC. _ Nautilus C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4" PHYSICAL ' THREADED,PENETRATION. ND•.QQ:1 6.L-• Rolliri S NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE-REQUIRED EMBEDMENT. L -�S_ _� g putter Syst EXPERT SHUTTER SERVICES C.2) MINIMUM EDGE DISTANCE (E.D.)' OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4".EDGE DISTANCE IS = �O :;• raur r¢snnc & ENGINEERING COMPANY BEYOND'ANY FINISH MATERIAL. •, f• 4 . 6755 N.W.360.s,.,s1..Jae.vncwu:W.17tS,11.331.1 1626 S.W. BILTMORE STREET ft-:665)e)1-15]0 Fa• (JU5J011-f eJl O • F_ GRID ` PORT ST:LUCIE. F. 34984 i •• P e-mo.1 t7teco®aol.com C.3) IN CASE THAT. PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS, VENEER.O.R PAVERS BE FOUND ON �� (C .' .. .. •' ��`�� EB-OD06719 PHONE:(600)709-9056,FAX,.(]]2)871- OR THE EXISTING.:WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND - WALTER A TI LUT Jr. P-E. ..zcar,a. vn:- on.w -onwrtm. SUCH PANELS:. P.'�il�,�I.. (d. ,,GATE RORiDa Uo. p aat67 5_ uy #g #I O « .273'.4537_ 64-- x.612'-- 040. 2.50 #6 #�' tis .697' 72J $ °yi ___ °.31a 18x• [^ n .060' 42100�- `� '.2t3- 17 yy n�S #4 .620' 6i5' .667 `-.. DEt.A {L °�g4 �' tlUtllli ttl #G #3 )RI,84-8* ' ;ry 595" F�2 :� (TYP.) - .* �ttt�ttnittttTtttt i-515'- -_s<z' f .. - ° DETAIL;A1- ' gyp) TRUSS HEAD Tod SDC LOBE TNREAD4104TIIRt.997' P2.1.64 82.298• ]96' .�p2 X98 82,699' OPTION#-I IMQNOLwc) . Rt 499' RI 698 l - .030 6 !, .. SCREW SPECSDET.0 ") L410HT STNNLESS STEEL SCREW (TYP-) .359"- COATED KITH AC SILVER DETAIL.C ti �o CHROMED-FREE ANf4CORROSION °}1 e - 070• � COATING SYSTEM.ASMMNFACAA3ED07p• BV 5UN BELT COAT NG,LLC _ I(SWEU)STREN13TH). I L ( )--DEfB 'j3• .+9s ]u Ftu=196.8 ksi(fOS E51RENGTM 'I! .703' - I �- I.- �P•) .807•J.� 050'- (JA SLATS 7791 .75,• .781 -8W:. : gtiw .STARTER SLAT -' W631-T6 ALUMINUM ALLOY o.32x'° 6463-Ts ALUMwuM ALLOY SCALE,ta•=r a BASE SLAT ---- Fy-31.5 ksi("n.) DETAIL:B '6 T6 ALUMINUM ALLOY SCALE t2'=t` SCALE.72'=i' F-- _ .204- .625.- . .. AL n 356'. 125" _....� IN 4.000'-. 1251 1.280'--�.925'�-+ " •' _ ------- _ (USE wTOp7 oNSY1iANl �.. ~_ I- .. .. �� 6.000'..___.x"_ -(^_. - •if i- ue' BUSHING SPECS: 6:000" - t DENSITY:to rygn` r.. .250' TENSILE MODLJLUS:377 o I "1�) TENSILE STRESSATYtE a " E2 BUILD-OUT TUBE FLEXURAL MODULUS:U .t25-.� .^1.284'-_---.-Z.62fi -��ti - 606 - _ 0 L 3.56 AL:INUM ALLOY MOD NOTCHED lMPAC7; ' - ' � � � SCALE:1?'-1• �] o RETAtNIN6 SYSTEM:SCf �t� r.2 J6o E7 DOUT TUBE SCALE:Ur- * OE BUILD-OUT TUBE 6osaBUILr6ALUMINUM UB SIDE RAIL 606376ALUMINUMILLLDV ALLOYI' x5• 6063-TfiALUMINUMALLOY - SCALE t2'=t' - SCALE 12"=t`. g Owl SCALE'12-*'i'. - *MUST RE REVIEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM ----1.040'---.. [ _ �.xR -----2 0.050-CLEARANCE BETWEEN SCREW'HEAD AND ----^ CAVITY WALL AT NON HURRICANE POSITIONS. BUILD-OUT TUBE .-. L�_2.400•- .. 2000_---�I" 6063-T6 ALUMINUM ALLOY i SCALE 1/2 114*004'ITWBUiLDEX TEK SCREW E I1 Y50" CARBON STEEL 254: i � .SCALE t2'=,• .(TMP.) 250' 5116"0,ITW/6UILDEX TAPCON XL ANCHOR CARBON STEEL SCALE 1?=1` 1 i I _l .004-�_-� STORM BMR ^._. 3000- - -- -- � O 3/8'0 HILTI INC.KWIK BOLT 3 ANCHOR 60 6146 ALUMINUM ALLOY �"5 4x7 MULLION CARBON STEEL SCALE Irr-t• G 4x6 MULLION G1 4x8 MULLION 6081-T6 ALUMINUMALIOV `,,1NHlitnu�►gbp ' SCALE lee=1 �F TRAPPED AN A 1 6463-T6 ALUMINUM AttOY 6061-76 ALUMINUM ALLOY 6b6t-76 ALUMINUM ALLOY SCALE 318'=i' -�� }+. 7/: j FLORIDA BUILDING.CODE (Non Sigh SCALE 39'=1' SCALE M3M- I' ••••• SCALE 12•>1" - �•• r . - `�Q�I \[•E�S�•• � G 2055 71LTEC0 INC, nautilus �� Rolling.Shutter Syst, !L Eco ,tic. - y n �+r •Uc TILLfT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES T•� �f! :'Ll./ 6x55 N.w 7515,St.Sle.]O5,V�RGINU WtDENS�f1.]]166 1626 S.W(SILTMORE STREET COMPONENTS -�,, Sr oA oP �, Pnont {305)871: ti Fa.:(3a5)6tt-tS}t PORT Si. LU6; Fl 72)8 '" A•. r a-moil ti 'o. F ` V EB-0006719 PHONE:(800)749-9056;FAX;(772)071-0990 -- _ !�/'Q•••�'_- . A_ •xv'w. oCitNiwn vt[-:piY-W .1#SWano+l WALTER A TTL Jr. P.E. P�,I ",41FIL1D c.,a?E FLORIDA Ua. A 44167 mu a»2.x Vto/17 a i r w 14 .L . i 73 �,• 22 ,,. �• ,,.. ^;' A 2211 12 O 23 /O Q ; • t6 Q15 r r 1 SIDE/END CAP HOUSING OACK&TOP).040 THICK t9- 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRI NO BRACKET Q 5 SPRING ASSEMBLY 5 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN'SECTION) 0 8 SIDE RAIL(COVER SECTIONNee •'� ©•, ° 9 ALUMINUM STARTER SLAT °�`• " 10 ALUMINUM SLATS 1-10 9 r 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 1.014 SPRING,GEAR&MOTOR BRACKETEiOLTS �r ,00 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE.RAIL(MAIN SECTION)FASTENERS �- 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL.AXLE FASTENERS 20 60MM OCTAGONALDRIVE CROWN 21 CONNECTOR SLEEVE= 22 GEAR—PLASTIC OR ZAMAC CASING UNIVERSALVATH DRIVE SHAFT ® 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX ,& END CAP.ASSEMBLY-COMPONENTS: G�1�i1t!#ttt+j� - FLORIDA BUILDI NG CODE (Non High..N t C 2015 TILTEC0-INC.• •S� . EN Rolling'�'•yiz Rolling Shutter Systf _ 70 714LiT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES i ✓ ,* .*D a355 N.W.361A 51..Slv.305;MRG'WFOENS,n.33166 1626 S.W.'RILTMORE STREET Ppcna (305}an-+530..Fe::S30 WI-+531 PORT ST.:LUCIE. FL. 34984 a-maii: titt coaaoi.com' ( • 7'Y2)HT1-0990 .E STATE OF E9-D0o6719 .PHONE:(800)749-9056FAi: WALTER A.TILLIT Jr. P . �`°p �¢011°N pelt '�"'"• - P'&tt� ii�w .`S•. � •• ��,`' .-FLORIDA Lic (J 44167 pnn-ro nn/u. n N1ALNN``��,,` I BOX �Y/6 & Y/7B0X V/9 ® REAR V�9 ® EA RR ,—END CAP {� END CAP END CAP. : f SLATS S, 2 . .. .. .. .. SLATS .. N: SL N3 .. .. .. .. _. .. .. -- -`SLATS ... .. .:: SL ... _ ... #4 -SLATS - �S 'q5 ... - x .. ... -SLATS .. .. .. .. .. _. y.G. v� SL .. ? #6 x= 0/8 .. .. .. .. .. -._SLATS 0/8 N 0/8 0./8 Cr/8 o W 0�8 – sL x #7 .. --SLATS ISLI .. .. .. .. -SLATS .,.:Su D / .(TYP. Ea. END) .. .. .�� -"SLATS II _N7 Su (Typ.) _ Nro -SLATS _SIC .:-. LA i; STORM BAR SPACING'/// -1-1.11111,1111,7111 VY/6 & Y/Z (SEE SHEET 22 �V/9 ® V/9 VY/ -----'(SEE _ _, _ Max. SLAT SPAN _ (SEE SCHEDULES ON SHEETS 15 k 20) `J Max. SLAT SPAN TYPICAL- SINGLE UNIT ELEVATION 'WZ0 STORMBARS .*, ** ----- — — - (SEE SCHEDULES ON SHEET 15):T^-----=-- ---I NOTE: SEE SHEETS 2 & .3 FOR COMPONENTS NQMENC LATURE. N.T.S. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE:'SEE,SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN.A. SHUTTER HEIGHT: * CASE .1: SHUTTER HEIGHT EOUAL OR LESS THAN 11'70" APPLICABLE TO INSTALLATIONS W%0 STORM.BARS', W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO 11,-0" .. . (o).CURTAIN SHALL START W/.fel SLATS AT TOP, FOLLOWED_BY Q2, O3, ..... THEREAFTER,-ALL THE WAY DOWN. EACH:SLAT # SHALL CONSIST OF MIN::FIVE'(5) SLATS OF THAT SLAT - NUMBER. PROCEDURE FOR ADDINGSLATS DOWNWARD BELOW a1:SLAT SHALL BE - - CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT BQ MAY VARY WITH SHUTTER'S HEIGHT.. (b) BOTTOM SLAT BO MUST BE ALWAYS INSTALLED. ** .CASE.2 SHUTTER HEIGHT,LARGER THAN 1 1'-0" APPLICABLE TO INSTALLATIONS W/O STORM pqp� :; .. FLORIDA BUILDING CODE (Non High t BARS AND W/ OR W/O MULLIONS W/ HEIGHTS LARGER THAI4 11'-0". t 02015 TILTECO INC. - (o) CURTAIN SHALL'START W/ #1 SLATS AT TOP, FOLLOWED BY ()2, Q3, THEREAFTER, ALL ``````��P��•"" ' THE WAY DOWN. EACH SLAT # SHALL.CONSIST OF MIN. FIVE (5) SLATS:OF THAT SLAT •CEN.•S•^ -r Nautilus NUMBER, PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE Rolling :Shutter Sysb CONTINUED UNTIL #10 SLAT IS INSTALLED. AFTER #10 SLAT IS INSTALLED, ADDITIONAL O10 _ --._ �E.0 EXPERT 'SHUTTER SERVICES SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. ' = TILLIT TESTING & ENGINEERING.COMPANv cu5..w.361. s4 sl..M:WGI+ GARDCNS.n.33166 162fi S.W. BILTMORE STREET vnon. (so5)an-Isw.ro,:(.7o5)6n-Is>> (b) BOTTOM SLAT(g)MUST BE ALWAYS INSTALLED.. - e-mail K6ecoPD061.com ONE PORT LUCIE, FL. 34904 a' STATE 0,F B-0006719 600)7 9-9056,HJ(:(772)671-0990 iF E PH � �.':__,_-_:_._-. -` WALTER A TILLIT Jr. P.E. orscevnon art x6v.In - aesw.rro. £y�� pYFlE FLORIDA Lia. 9 44167 as a-:x awns L� `` e Max. MULLION SPACING �W-9/10 OR W-2/11 OR O (SEE SCHEDULE --� L!S or G1 Or G Of ON SHEETS 24, 25&26) O 0� W-3/12 OR W-4/13 PW-1/10 OR W=2 11 OR / / . STORM BAR SPACING Maz. MULLION SPACING or© or �- W-3/12 OR W-4/13 BOX CHEDULE ON 5HEEf 22) •— (SEE SCHEDULE — V/9 / J ON SHEETS 24 25 & 26) /%// / END CAP---- `. .I END CAP I i i i J I I✓ i I { iI 1 S .SLATS R_ I I ISLATS I. ( I #3- iv z. I I I N ... -STS Zal N..: I P' Q� I I N - SLATS d N ¢N .( I , P 8�-P/8 i. .. � I II II z .. .. Iv) LATS_ .i — 7= I LI 2w " It N Q/8 Q/8 r N6. Y oc Q/8 _Q/811 SLATS o O w I D 7 �- SLATS J 7= - I (TYPO L. ... R 8. -R 8 X (Tp.) r i o d _ w or . I I — or w w i R/8 R/8 .. N _ ...:. R(/8.. —R'/8 — - w _f S TS W jl... { — w R/8 RT_-/8 i R 81 I I I I I or _ (Typ. Ea. END) . I R'/8 R/8' !. R/8 'SLATS R/8 R/8. or ; ororii01 R'/8 i i R':/8 -#10 R'/8 R-/8 11 y- _L.__' //!%';:// %////l/ '/,///;'i moi/ :/.,///,//�'/�%//,=::%/// / /,•'� ------' ,y/"/,�;///�!'�: //'�'/;:/ ; /,/ ///�;// � ,!%/� i I I [W-1/10 OR 11 OR MAX. STORM BAR SPACINGW-2/ ----- 4 'W-3/ 12 OR W-¢ 13 B (SEE SHEET 22) I JW_1/10 OR W-2/11 OR j / (Typ,) W-3/12 OR W-4/13 I V/9 Max. SLAT ;SPAN M6...SLAT SPAN Max. SLAT.SPAN Max. SLAT SPAN Max. SLAT SPAN I_Mox� SLATSPI - --= — (SEE SCHEDULES ON ---'---, r-:T �-�-- �...------._..__._--,_.._._ _ _ (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON ^ (SEE SCHEDULE SHEET 1S) SHEETS 15 & 16). SHEET 15) SHEET 15) SHEETS. 15 & 16) SHEET 151 TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION *, ** TYPICAL: CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/0 STORM BARS W/::MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T:S. N T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER 'HEIGHT: CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11•-0". APPLICABLE TO INSTALLATIONS W/O STORM BARS, W/ STORM BARS OR W/ STORM BARS &.MULLIO.NS W/ HEIGHTS UP TO 11'-0"- :(:a) CURTAIN SHALL START W/'b1 SLATS AT TOP, FOLLOWEDBY:#2, #3. ..... THEREAFTER ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF FIVE (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 OB MAY VARY WITH SHUTTER'S HEIGHT. T� 1�•11111T�;N.I Tit - (b) BOTTOM SLATQB MUST BE ALWAYS INSTALLED. _ FLORIDA BUILDING CODE (Non High P.' ��i - D20t5 TILTECO INC. * CA 2 : SHUTTER HEIGHT LARGER THAN I('-O" APPLICABLE TO INSTALLATION W/0 STORM BAR AND.'W/: � - •�wE►�SF •••� Nautilus . MULLIONS W/ HEIGHTS LARGER THAN' i l'-0 Rolling. Shutter Syst (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY /),2, #3. ... THEREAFTER ALL THE WAY DOWN. EACH SLAT N SHALL CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER PROCEDURE FOR * `�� /S' '* TILUT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES ADDING SLATS DOWNWARD BELOW N1 SLAT SHALL BE CONTINUE UNTIL #10 SLAT IS INSTALLED. AFTER .Q; 6]55 Nw.J61n sl,51..sos,nlncuuA cwoo+s.n.snsc 1626 S.W. SILTMORE STREET 10 SLAT IS INSTALLED, ADDITIONAL #10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER STA �F �' (eo5meal-lvo:ro.,ryos�n-lssl yy ^ /� PORT ST. CUCIE, FL. J4984 N R •'!^'. F ;(�/``` - il; tilteco®Gol.tom PHONE:(800)749-9056.FAx:(772)871-0990 HEIGHT. II/�'�'+• �0 R{0 V� WALTER A.000LIT1 Jr. P.E. ocsaemax wrt m.N. otsccnw« pl FLORIDA Lc. § 44167 - •/�oi�� (b) BOTTOM SLAT_O MUST BE ALWAYS INSTALLED. �i1 � 111111111111 .717 5/16"O TAPCONS XL W/ POURED 5/16.0 TAPCONS XL W/ 2 1/4' Min. 1-)0%1/8" OR 2'x2"x1/8" 2 1/4" Min. EMBEDMENT CONCRETE EMBEDMENT'& 1"O.D.xO.060" GALV. ALUMINUM TUBE. 1/4"0x3/4" ITW-BUILDE% REED STEEL WASHER ® 24" 0.c. W 1" 0.0:x0.060" GALV & 1"O.D.x0.060" GALV. / // / / '/ ' 5/16"0 TAPCQNS XL W/ I WASHER 024" STEEL WASHER Ca' 24" o.c. �/ 2 1/4" Min. EMBEDMENT 0 24" q.c. POURED CONCRETE !/ / POURED CONCRETE OR GROUT FILLED / `/ .? OR GROUT FILLED CONCRETE BLOCK \ ,/ I CONCRETE BLOCK WA WALL REQUIRED. LL REQUIRED. o -� -� ; V = EDGE OF M EDGE OF OPENING : x'i .- OPENING ./. EXISTING EXISTING EXISTING (BEYONCLASSD).(BEYOND) BEYOND) SII .. . SEE ANCHOR __ ./�% J =r" - ;� SEE ANCHOR' — SCHEDULES ON - ,f I( w y SEE ANCHOR - _ -- ----'O m w SCHEDULES ON SHEETS 16, 17 I w zo SCHEDULES ON r Jf'c0 ' w N SHEETS 16, 17 I c & 18 __��. - SHEETS 16, 17 C z :& '18 % K .Miri. SEPARATION , - w Min..SEPARATION f ~..% Zi' Min. SEPARATION / \ y TO GLASS /i I �w TOGLASS TO GLASS (SEE SCHEDULES. — — DMIOR R w / a (SEE SCHEDULES, MaIOR w (SEESCHEDULES, DMIOR ON SHEET 15) - i ON SHEET 15) ON SHEET IS) OE E 1 - --- j -OD i a E OR OE3 ' °/s it 0/8 /$ 0/s /8 �, /, 0/8 POURED CONCRETE �:'/ / �' �-/ - OR GROUT FILLED-- - •>I) �� POURED CONCRETE CONCRETE BLOCK _ // -� POURED CONCRETE , JIi I OR GROUT FILLED �� = WALL REQUIRED -m r - I OR GROUT FILLED---- -_ / _ CONCRETE BLOCK C•I CONCRETE BLOCK ✓/ f " WALL REQUIRED. 'I WALL REQUIRED, f it EDGE O� EDGE OF w / OPENW( / �( If , '/ 'I tjl OPENING n F.�7 Ii0-Oj j7 2 1/16" i; 1 , _ " _ I /j f�L MIN. E.D =/ MIN. E.D -- =-- —I —1 1/2%l 1 J2 x0 062%CONT ALUM. 1 i/ ��•l�;/ ./. EQ // /�/, / / /�, f i/; %/�;y;; -_-_ li" L -ALUM% .062"xCONT. /� ANGLE W/ 5/16"0 TAPCQNS XL W/ 5/16"s TAPCQNS XL W/ -r \� - POURED CONCRETE,. 5 16'0 TAPCONS %L W/--j 2 1/4" Min. EMBEDMENT // 2:1/4" Min EMBEDMENT 0 24" b.c / l !� (T'c=3 ksi Min.) REQ'D. 2 1/4" Min. Etv18EDMEM ,/ 2a" o c. FLOOR/CEILING/TRAPPED MOUNTING ®. 2g" o.c. WALL MOUNTING. BUILD-.OUT MOUNTING SECTIONS Pik FLORIDA BUILDING CODE (Non High. ' .LENS =.�•. .\ LF -•.•. i G 20,5 TILTECO INC INSTALLATION DETAILS ON EXISTING POURED _ " C �- NIIa Rolling, s)s CONCRETE OR .GROUT FILLED CELL CONCRETE �'-� %.�. TICCIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES BLOCK BUILDINGS E •4. 6355... 381% 51.Sl. 305:NRom.GRO ...33166 �TA E �; Pxox. (305)871-1530_F.:(303)871-1571 POR S.W. BILTMUCIE, RE STREET SCALE: 3/16" = i" 'moi 9� F� `OP•:\�� a-maE -000 719Lcom PORT ST. LUCIE. FL. 34984 QR. �\�� EB-0006719 � PHONE:(900)749-9056;�FAX:(772)97I-0990 ,.` WALTER A TILLIT Jr. P.E. xn x• ocsne.mx y �x F�Sj,� lfil AI T•• ��(Oa E FLORIDA Li. If 44167 o1n II-:ax Vla/13 m EXISTING WOOD EXISTING WOOD-- 5/16'0 TAPCONS.XL W/ 5/16"0 TAPCONS XL W/ TRUSSES OR RAFTER - TRUSSES.OR RAFTER 2 1/2" Min. PENETRATION 2 1/2"Min. PP.NETRATION -1/4"0x3/4' ITW BUILDEX ' & 1`O.D.x0.060:GALV. & 1'O,D.M4.060'CATV. 1'xl'xl/8'OR 7EK SCREWS W 8 O . EXISTING WOOD. EXISTING WOOD 2"x2'x1 8' _ TRUSSES OR RAFTER, STEEL WASHER 0 24"o.c. RUSSES OR RAFTER STEEL WASHER 0 24' o.c. ALUMINUM TUBE 1"O.D.x0.060"GALVANIZED "x IUM 1 xl R 2"x2 STEEL WASHER ® 24'o.c. ALUMINUM TUBE 5/1.6..0 TAPCONS XL - - _ 5/16'0 TAPCONS Xi LV/ 2 1/2• Mia / W/2 1 2'Mina. _ PENETRATION 7 ® 24"o.c: - v 10. PENETRATION �l / Ir ® 24 (2) 2'x4'OR - % I (2) 2'x4.OR \�/ \�-- . 2'x6'CON—. \ / 2"x6'CONT.1 \ WOOD HEADER V WOOD HEADER I (2) 2'x4'OR _' /y I (2) 2'x4' OR \' 2'x6".CONT REQUIRED REQUIRED v \J /l� 2'x6'CONT REOUIREDEADER .'I II REQUIRED WOOD HEADER 1 EDG OFOPENING 1 N EDGE OE/ \, I� _ EDGE OF, \ ( \ {Md = '1 \ /IU1�� \\ \ \J 0 EDGE OF, ( l\\ I YI 1111 �l OPENING \I \ ,,ryry!! _® 1^pV OPENING OPENING —O' EXISTING - .._ 1 `O m d 1 EXISTING w GLASS=- I 1 EXISTING GLA55— 11 (t (BEYOND) , { N I GLASS I I_ DaEWR o .GXI"ISSNG (BEYOND JI I I o I I' +I 1, �(OR©) (BEYOND) I s © � Lj w (2) 2'x4" OR I I I - Min. w u I 1 7. j j T ) U OR 3_ _ _-T_ .. _ ~ 'SEPARATION v S ` ( III EXTEIM o i (2) 2'x4'OR ` Min. (2}2'x6' ` I _ __ TO GIASS ' i 2":6"CONT.—\ II 1 I SEPARATION i (2) 2'x4'OR CONT. WOOD ^.� '(- --— 1 f i _, v _,1, (_I. 2'x6' CONT—` . e STUD® 16 ' !11 (SEE SCHEDULE ON 1 \ jJp- —O ¢ WOOD STUD 1 I -- TO'CLASS v a WOOD STUD I I - .. i '�i_1��1 g SHEET 20) - _1`_\1'S.._ n\ _L7 3 ® 16'O.C. ` 1 \ 7 (SEF SCMEOULE ON 1 41(f)-1 O.C. MAX.MA%. 88 'i L I:i I —SHE 0 = 3 ®.16'O.C. REQUIRED. v MAX. REOU REO. ET 7) MAX. REQUIRED (SEE SHEET 1 !SEE ANCHORS w "�Tr �` SEPARATION (SEE SHEET 20) \ i w (SEE SHEET 20) y SCHEDULE I C :. T-\i-'1�' o: 20) I I ] ON SHEET 21 o t -TO GLASS I - 1 (SEE SCHEDULE ON ,11 SHEET 20) = m 0/$ I , ' 0/8IT N ., 0/8 \ 0/8 '\ \ I W I _ , \ 1`\ \\ � (2) 2'x4"OR \ \\ ,-SEE ANCHORS SEE ANCHORS (2) 2'x6` \ \\I \ SCHEDULE I - L EDGE Of ! \ _ , \ _ `I I _ SCHEDULE I CONT, WOOD \ \ vt `1\t I', ON SHEET 21 ul EDGE OF;% •I 1 I ON SHEET 21 R OPENING' ('1 ` STUD 0 16' ` I I\ x OPENING e,Ll� t� I ©-- O.C. MAX. REQUIRED. -�-' __ I L1 /2" 1",,0 1/1"x0.062' (SEE SHEET 1 - I 1 EO-. I L jJR SE xCONT ALUM. ANGLE 20) 1 t 1 I l \ \- 2'x4:x0.062"tCONT. 1 I I`B $C -`r 4 1 `E 0 .._ _. _ ALUM'ANGLE 4 \ \ i \\ /. \� ON 1�.1 _ 5/16`0 TAPCONS %L I is %\\t ` I t \ 1� \t 5/16'0 TAPCONS %L I \ 7 W/2 1/2' Min. I 0/8 `•. 1, I:, ( 0/8 WALL. PENETRATION , \ \ I - PENETRATION Min. • \ -`;, \ 'y 2'x4' OR 2"x6', \ FINISH 1, 24'o c 2 4 OR 2x6-- \ ` ( \ )'\^WALL FINISH I 1 , I ) -WALL FIN H 0 24':.x 0/8 1 1 11 1� - S 01 \I1 �'1' I 2":4' OR 2'x6' CONT. W000 \ \ '', CONT. VJ000 '\ f II: 2'x4'OR 2"x6',: \ •1 EXISTING WOOD , \ T) l f 1 CONT WOOD ) 11 I I EXISTING WOOD I CONE. WOOD BOTTOM PLATE DECK OR. BOTTOM PLATE ,I E%I$TtNG WOOD BOTTOM PLATE + 1� REQUIRED ��_ REQUIRED v r DECK-OR I REQUIRED /� DECK OR BOTTOM PLATE I^ 'CONCRETE SLAB I \ _ *"j� - CONCRETE SLAB REQUIRED -(SEE $HEFT 20) i REQUIRED. (SEE SHEET 20) i ex'g_� CONCRETE SLAB' $EE SHEET 20 _ -� i I ( ) �\ REQUIRED: "I (SEE SHEET 20) _- .REQUIRED � _ ' I L-__.—___ � `� I I CE IF MPIICaBLE) WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING, SECTIONS Y-Y INSTALLATION DETAILS ON EXISTING WOOD .BUILDINGS N.T.S. _ ?' FLORIDA BUILDING CODE (Non High.V \��`.i�P•,;,1;�•�/ G 2015 TILTECO INC. Nautilus ` ._ Rolling Shutter Syste EXPERT SHUTTER SERVICES _ i �( • TILLIT TESTING & ENGINEERING COMPANY C 6455 H.w ]616.SI.S,a.405.N 0 IiCIAprAS:I1 4 166 1626.SW BILTMORE STREET 3* ¢S ano"o:(4os)6n-1540 rox:(405)611-1541 Z_-o STATE OF a-moil tilteco®ool.com - PORT ST LUCIE, EL 34984 •�J EB-0006719 PHONE:(800)749-9055 F":(772).871-0990 . - p��r ,_ R�• �`` WALTER A TILL Jr. P.E. uscvmcx ort m.w... .otrao.lo. V � � FLORIDA Lic. 46167 - oln 11-x.x .71o71p- 5 �unmLULLL��- - -----Min. ED.---- POURED CONCRETE E.D.----- - —Min, E.D.- OR GROUT FILLED �� F OORO I OR 1 CONCI E OROPOURED - CONCRETE BLOCK N- O O \ CONCRETE OR SEE SCHEDULES ON (SEE SCHEDULES ON GROUT FILLED (SEE SCHEDULES ) �` CONCRETE OR POURED r—"- ( \ —� SHEETS 17 ctt 18) I 'GROUT FRIED^ OoRO� CONCRETE OR f SHEETS 17 k 18 SHEETS t7& 18) � coNGR£TE eLpaK ) \� CONCRETE BLOCK SEE SCHEDULES ON y GROUT FILLED i. (.. CONCRETE SHEETS.17 &'.18} BLOCK \ 2.750' 5- � ♦ �,� �12.548"--i-�---3.452" ~` O O a 2- q -2•-_-.-2^_ 2..OR `�`\\ _ Ae 4o.c. q E OR E 1 E2 GR` MLl 1f2". 1/4" E4"OR 1/8"suP 1/2". 1/4" 1f2..1/a ® a^ o.c. ,O,fa' SECTION a 'OR if8- SLIP pR T/8" SLIP `�'FLUSH MOUNT ALL) pR ,/$-suP TRAPPED MOUNT BUILD—OUT MOUNT SECTION BUILD—OUT; MOUNT SCA SECTIONS_ 4—.0 . (PLAN) INSTALLATION DETAILS INTO EXISTING POURED.CONCRETE OR GROUT FILLED CONCRETE BLOCK:BUILDINGS .. ... SCALE: +/4• a t' .. .. . . T@OR.(o f _ 2.750- . @ 4 ac ' ;O- @ 4 O.c� {_.._ �� 4"O.c. 1/z i%a" r x i � ® 4^ O.C. ��,,.;% OR I/8"SLIP ! SECTION Q - Qf @/. I/2:T/4" � p t/a• 1/2=,;/4 1/2=,;jd, 1j2 1r4 .:`.' ORIENTATION :1 OR i/B"BLIP OR if$ SUP ��OR 1/8- SUP OR 1/8'SLIP\-�I•ti1 �OR 1/8^SLIP OR I/8" SLIP WALL MOUNT END M SECTION--Q--Q (PIAN) SECTION- Q—Q (PLAN) SECTION: R-R (PLAN) SECTION R'-�R' (PLAN) —Q ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2, q fr'' 4" o.c. WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION L INSTALLATION DETAILS INTO MULLIONS G, G:1, G2 SCALE' 1/4'a 1• ! ; (2) 2.,x4" OR {`�✓ - - - - - ' D 'OR1/8-SLIP 2"x6" STUDS---EO.I E0. {SEE SHEET 20) --r- ' SEE SCHEDULE {2} 2"x4'' OR \1 J r � �`,- - ON SKEET 2i) � ALTERNATIVELY TO�, A 2"x6" STUDS i/ \/ - -0 I , � '1 � 1/4"t —20x3/4" S.S. M.S. LO.,tEO. Y MIN. 1/2" r ( f, ► {SEE SHEET 20) {SEE SCHEDULE PLYWOOD W1 NUT MAY BE USED SECTION Q —Q PLA +�'! 1 ON SHEET 21) FOR THIS CONNEQTiON i ORIENTATION A2: PLYWOOD— "'-- ` — WALL MOUNT END & INTERIOR 1.750•-(---2.250^- 2"OR I" \ , t/2't/4 -O ,'+N. " e FLORIDA BUILDING.CODE (Nan High:Ye OR 1 8"SI[P --- q D OR 1*, 1 SUP C•2015 TILTECO 1l.X. FLUSH MOUNT (WALL) q 4167 �:��= N C)t J t i j U S RUILD-•OUT MOUNT _ :No. 4 Rolling Shutter Systel SECTIONS 0'-0' (PLAN) = u `+7i fes" + TtL ii TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES I n �'-Qy ( s77s R.w act.a s,.70.5.v7tvlNw w+ccrvs,n 37166 1626 S.W: BILTMORE STREET 'y♦"l�• FCQ OQ'^•.'��`� Pno"u:pos)Dn-u7o.ro..(7os)ai+-+si+ PORT ST. LUCIE. FL. 34984 ♦ �{`•'•, \ e-mail: tittecoeSeoi cam INSTALLATION DETAILS,INTO EXISTING WOOD BUILDINGS FS w�� PHONE:(800)7,9 9058,FAX:(772) M0990 (. EB-0006719 SCALE: t a' +' - WALTER A. ic.TILj J'4 P E j PE.}i�6 ��/DATE GLaRIDALic. ITa416i oa,1-x.x nonc s -F-4 1/2" Min, E.D. 3"--I--A 1/2" Min. E.D.-' -FOR 3/8"0 CALK-IN ANCHORS � � 4 318'0 CALK--IN ANCHORS OR ---3" Min. E.D.---- --3" Min. E.D -+--FOR 1/4"0 SOLID-SET ANCHORS (4) 1/4"0 SOLID-SET ANCHORS OR --4" Min. E.D.- ---4 Min. E.D.---I----FOR 3/8'0:KMK BOLT TZ EXPANSION ANCHORS (4). 3/8'0 KWIK BOLT TZ EOANS1 N ANCHORS OR (4) 'ANCHOF -3 1/8'' Min. E.D.-- I -3 1/8" Min ED.-�--FOR 5/16"6 TAPCON XL ANCHORS (4) 5/16"0 TAPCON XL'ANCHORS_V'F 3" 1" STORM BAR EDGE OF SLAB EDGE OF SLAB 5/16"0 TAPCONS XL W/--� I. J-SEE TABLE. IF APPLICABLE-'1 '- IF APPLICABLE 2 1/4" Min. EMBEDMENT 1'• i (Typ. TOP 6 & 1"01:4.060" GALV. / \ STEEL WASHER ® 24" o.C. 1.. // / % I . /O EXTERIOR 4" Min. . 2" 99 POURED CONCRETE I� ? O `"- POURED CONCRETE-, -----_"�Y- \ -/ -i- 2"x2"x1/B"x( (f'c=3 Ksi) 5" min. .T- -` (f'c=3 Ksi) 5" min. t\ \ ALUMINUM Af THICK REQUIRED jj I I .Y�„A --5/16"0 TAPCONS XL THICK REQUIRED \ % - �" --(2) 1/4"0-1 ll �, W/ 2 1/4' Min. \y. 11,✓/ SCREWS TO EMBEDMENT & /��/ (Typ_STOP & 1"O.D.xO.060" GAILY, .._ _ STEEL WASHER CSD �.' - � � SECTION S-S I 24`o.c. 2{{ O O . BOX _ - I. I I MA LJI I" Min. FOR �- - �- -00X WIND ZONE 1-3 t DETAIL A j I 2 Min. FOR I I I' ;-? t SEE STEP 3 ON SHEET 14 FOR SPECIAL N Ij;_-_L �'. * 1/4" 0-20 OR 3/8" 0716 MACHINE SCR WIND ZONE-7 TREATMENT FOR WIND:ZONES I THRU 3 z w_ IT- =zk = 1'/4"0 . 3/4" SOLID-SET.OR 3/8" x 1 N II G.l- 1" Min. FOR ii z a 4 I J -w I. - RESPECTIVELY SHALL BE LEFT TOGETHER a u_-=--i Yr----� - - �= WIND ZONE---7 - I STORM BARS ARE REMOVED. (SEE DET. A: `/ �I titin. <Lo 1-3 t D(TERIOR a I^ I SEPARATION TO O p I a - m 1I *,I (2) ANCHORS PER z CLASS w I. All _ o ---- A -- D STORM BAR CONNECTION, (SEE SCHEDULES ON I N� 2" Min. FOR ,I u I. SEE TABLE 3 ON SHEET 23 u SHEETS 15 & 16) ! o WIND ZONE -I I I BEYOND V) + 4 Ii—____-_—• ----_--_—L- (TYP TOP & BOTTOM) r, I U a LI T (2) 3/80 CALK-IN ANCHORS OR EXTERIOR Min. (2) 1/40 SOLID-SET ANCHORS OR n ¢w ,f SEPARATION TO ='I- -_ I I �w x I, �y n -- GLASS. (2) 3/8"0 KWIK BOLT TZ EXPANSION u f (SEE SCHEDULES ONi O ANCHORS OR 1"\ Imo- p II I SHEETS 15 & 16) I,. I (2) 5/16"0 TAPCON XL ANCHORS BEYOND 1^ I -I r EXISTING ! I. I af ! GLASS a I �I�I . . i O EXTERII iF12 EXISTING--- I ® ® i 2"x2"x1/8"x0 GLASS ! 113.�. S� ^---_ -^�---.-1 it ALUMINUM AN --s,;- .. / I - 1 � S� L-- O _ (2)_ 1/4,.0-1 (TYP. TOP/BOTTOM),I i SCREWS TO '_ I d 1 I I I I i 'I(TYP. TOP/BOTTOM) -�-----g".-�, /,•;L (TYp. TOP & SECTION S1S.1 (TYP..TOP/BOTTOM);: / I �-- --- I I S I II © o .- S ;. -. i, (TYP..TOP/BOTTOM) 21/16"% 4" Min:'. : ', li I POURED CONCRETE , MIN.iE_D_-', T E.D.E.D_ / p .�-1 1/2"x1 1/2"x0.062".CONT. ALUM. © I (f'c=3 -ksi) 5" min. ANGLE W/ 5/16"0 TAPCONS XL W/ r THICK REQUIRED 5/16'0 TAPCONS XL W/--/.j: �� 2 1/4" Mvl EMBEDMENT 24" Ox 2 1/4" Min EMBEDMENT EDGE OF SLAB) PouaEG CONCRETE" EDGE of SLAB .` WALL MOUNTING (1'c-3 ksi) I' ----- IIIN11111111111111// lF APPLICABLE. s'mm THICK REo'D IF APPLICABLE L %%% 11 .. FLORIDA.BUILDING CODE (Non High L=4 1/2" Min. ED.-'�I 1-4 1/2" Min E.D.• ----FOR 3/80 CALK-IN ANCHORS � •••• ✓� Ctots ncrECO INC- l----3" c. I- --3' Min. E D.----i �.—3" Min. E D --FUR 1/4"0 SOLID-SET ANCHORS - Q�:••'�GENSF u S 4" Min. E D.-- - -� r--4" Min. E D -FOR 3/8 0 KWIK BOLT TZ EXPANSION ANCHORS r_ �' Nautil �_- _ �� 3 1 8' Min E.D. Rolling Shutter Syst ` E.0 O N.C. --- / 3 -r--3 1/8' Min. E.D.--I---FOR 5/16"0 TAPCON XL ANCHORS TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES 6355 N.N.]GIF Sl.$la.105:NRpN'A'CIFOCNS.n,]3166 FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM 8AR $FifE u 4 �. """"e"5)8-Me L"5)6"-'53' POR ST. UICIE,GFL.STREET 984 .� ;p'. (4` -moils-0006719 E: pl{ONE:(800) 749-9056,.FA%:(712)571-0990 SECTIONS V P .• EA TIL67t9 .No. oawm4N wrt. N mc- �.c WALTER A. TILLIT Jr. P.E. P.O tGNATUR �� -FLORIDA Lie. ® 44167 ac II-aa3 .n6/I6 SCALES 3/16"'= 1" � ij� `� ' 3 ///1//111111111111N -- 9" Min. E:O:---�--"'--` --"---"'�" Min. E.D,---- -FOR (1) 3/4"0 KWIK BOLT TZ EXPANSION -2,7�7 . 1 1/2'x--•- --3"-• - ANCHORS @ END AND INTERIOR MULLIONS GG & (ORIENTATION #1) AND END I MULLIONS(D& G1 (ORIENTATION #2) �� FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION -------9" Min: ED,-" ---3" Min. E.D__ ( -ANCHORS 0 INTERIORMULLION (ORIENTATION #2) a� EXTERIOR EDGE OF SLAB I L.� _1 EDGE OF SLAB 3"x3"kI/2"x0'-6" IF PLICA LEI t i I t t I [ t IIF-APPLICAOLE 6" (666'1�T6 ALLOY) �\. �t T{ {. .\ti\•`\ �� Alum. ANGLE FA. SIDE W/ tx 3"x.3"x1/2"x0'-4" (2) 3/4"0 TH,�U BOL 15 \ (6061-T6 ALLOY) Alum. tt TO MULLION(.=J POURED CONCRETEn { ""—J I L I ANGLE EA. SIDE W/ (2) --i (1). 3/4"0 KWIK BOLT TZ - 3/4"0 THRU BOLTS TO_ 1 1/2' EXPANSION ANCHOR (Ct: = 3 ksl Min.)"" 3" - a - - - -�,. W/ 6" Min. EMBEDMENT B" Min, THICK REO'D: KWIKMULOL Z(t} 3%40 QQ II _ KWIK BOLT'TZ EXPANSION 1 1/2' TO POURED CONCRETE _-3"---I---3 'I E —i (Typ. TOP & BOTTOM) EC 4- ANGHOR.W/ 6" Min. -' n EMBEDMENT TO POURED _6 - It I I CONCRETE (Typ. TOP & i- -4.' - BOTTOM) EXISTING I .SECTION X1-X1 .W/.(G� * 'ALTERNATIVE-SECTION X a CLASS _ END' & INTERIOR Ml, Mn ( I END & INTERIOR MULLION_ � �aRIENTATiaN 2 OR GO, (Wf aRIENTA110N # 1_) i 1 (6"x4") (4"x6") 7; j - H1. i/2" - --- 1 1/_2-" x3'xt 2"xO'-4j r..2. z (S6 Mum. ANGLE EA. SIDE W/ 3/4„0 THRU G TO MULLION 0 & F71 -bI 'i .".. _. 5..__..... 3•• , (1).3/4"0 KWIK BOLT TZ EXPANSION ANCHOR q o II (� 8 Or WJ 6" Min. EMBEDMENT TO J 0/8 or '' - -�1 I^----- f POURED CONCRETE (Typ. 4' EXTERIOR .ZD R/8 or „-— — 1;r R/8 or TOP & BOTTOM) o:� I = R'I$ I R'./8 G 1 $., EXTERIOR 11/2' o- o N 1 1/2 : I % �"3"x3-I/2"-O'-8" 666 I X1 iF i ( X1 1 if2" --3`x3'zt,J2 x0'-$" (6061-T6 ALLOY) `"Alum. ANGLE EA. SIDE (tYP. 1dP/BOTTdM)I (TIP. TOP/BOTTOM) Q--`.;`fj2„ Alum. ANGLE EA. SIDE W/ �2) 3/4"0 FHRU BOLTS TO,MULUC { -EO.---"�--EQ.-I THRt9 BOLTS TO MULLION ttij.&(?)- I _,-i 3/4"0 KWIK BOLT TZ E c I. 3/4"0 KY/IK BOLT TZ EXPANSION 2"-1-2"^; ANCHOR 'N/ 6" Min. EMBEDMENT TO POURED CONCRETE(Ty{ i I ( 3.. POURED CONCRETE (Typ. TOP & BOTTOM) -- ,' SECTION X17X1.W/ } BOTTOM) POURED CONCRETE f, '';`y,j � (f 3 ksi Min,) (END & INTERIOR MULLION) SEND MULLION ONLY (INTERIOR. MULLK 8M,n. THICK RECD. " / (Wf ORI ENT ATION # T) ALTERNATIVES SECTION X1-X1 W/ EDGE OF SLAB ( ') - W aRIENTATION 2 8'•x4. EDGE of SLAOj I IF PPLICABLE � � . IF APPLICA$LEj FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"x$ ) -__..i �.- " Min E.D.- --L'-ANCHORS 6' INTERIOR MULLION�G 9" Min. E,D. � 'gIC� • SIDE RAIL ND BOX NOT SHOWN FOR CLARITY (ORIENTATION #2). - - IpitiiNil . _I_,_... 4-- OR (1} 3/4"O.KWIK BOLT TZ EXPANSION ..�.�_,. - 9' Min. E.D. ---- - 9" Min. E.D.-- _ F FLORIDA BUILDING CODE (Non High i � ANCHORS C5.END AND INTERIOR MULLIONS l_l& O (ORIENTATION #1 & #2) AND ��,.,•'' ,'• ��i� 02w5 TV Eco WC. * Ncutilus END MULU6N Gt (ORIENTATION #2) j '�� Roltiri,g Sh.l Syst FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS OR G 1 -{y 44167 tf� � E C 0 INC. i— SECTIONS W-1 ;( = TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES S." � E f'--• i 055++M.351" St..Ste.305,ynNtk,WOENS R 33166 1626 S;W. BILTMORE STREET % �4': �nw,e:{.ws7e7t-753o r„:f3os)e7+-tsst FORT ST. LUCIE• FL, 34984 .. .Q' J Q, `� t-ma�I:fi(teGp9cOt.com PHONE:(BW)749-9056 FAx:(772)871-0990 END&INTERIOR TRAPPED MOUNTED,MULLION INSTALLATION ;, "Ln ED-0006719 yy WALTER A Ltl11T Jr, P.E. —"" �scw.+ron _-f xn.ero txyvrm+ -. - c'LORiDA Lic 9 40767 SCALE: 1/8" = 1" ISM,yi� j0`(ygT�kd\\[il(il'E EDGE IF APPLICABLE- 2".MULLION DEPTHx1/8" Cont. T \\\,\ - \\\\\ \ ALUM. TUBE (TOP & BOTTOM) W/ 1/4"0x3/4".RW.BUILOEX TEK SCREWS .. 7 31/4,• I 5/16"0 TAPCONS XL W/ 2 1/4" yy/ 1" O.D.4.060" GALVANIZED STEEL MIN. E.D. 2 1/6" Min. EMBEDMENT ® 24' o.c. O" WASHER 0 2'4" o:c. Min. E.D 1 T/7." -. EDGE IF APPLICABLE ---q„O EDGE IF APPLICABL - �.. CONTINUOUS POURED \ 7 3/4” Min. E.P. 7"\ 2e El CONCRETE (t'c = 3 ksi Min.) 8" Min. THICK REO'D. I \\ 7 3/4" Min, E.D. I .2 ---- \ I L --- -- J—: F ' -- -- 1 END CAP 2"—(---- tI POURED:.CONCRETE ----- --- `\ I I (fEQ \ �\ w 7 3/4" `\:IF I.. ( c = '3 :ksi Min:) POURED CONCRETE Min. E.D. \ -EO•-i'"EO. 8" Min. THICK REO'D. \ DGERIOR f' - 3 ksi : in. , ( c M ) \ \ \ : \\� —.4•__. \ 8" Min. THICK REO'D. I EXTERIOR ---= ---. \ , ---—— ----, �w .DOOR G 1 Z N ry jj I - ® - .i -J2;\\\` 1 -- 7 3/4" Min. E:Dt _J 2"� Q/8 Or �! I / 7 3 4" Min. E.D t_ - _ Q 8 or ! _ 0= R/8 Or n -R/8 'or -. ,^,' �, 4".4"x3.8" (6061-T6 ALLOY) (6061- In r n . I 1 r -- '-- -7- --.. Alum. ANGLE EA. SIDE. / .. Alum. l R'/8 R/8 EDGE IF APPLICABLE a o EDGE IF APPLICABLE vai Z o EXISTING_- 11 Min. I I _O(WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 VV/ -) OR OR G� * ALTERNATIVE SECTION X2-X21 GLASS 71 ALSO INSTALLED TRAPPED MOUNTED 0� II I: I PER SECTION R'-R' ON SHEET s.) (END & INTERIOR MULLION) (END & INTERIOR ML W 2 '\ L/ ORIENTATION 1) W/ ORIEN TAT ON # I ^F=t.� I v \ , E. (4„x6" or I4%8„ Min. E.D �' v I 1 1/2'x 1 1/2'x0,062".CONT. ALUM. (6"x4" Of 8"X4��) 7'3/4" �- - 1." ANGLE W/ 1/4"0x3/4" 1TW BUILDEX 1 MINI E.D. TEK SCREWS Q. 24`' o.c. TO TUBE. I ----------. 11 1/2" I. --- — - _ - :-- —_(- SIDE RAIL&)NOT SHOWN FOR CLARITY I 7" CONTINUOUS POURED - -_�. I I 10 CONCRETE (f'c = 3 ksi Min.) \ 7 8" Min. THICK REO'D. \' " I (TYP.TOP/60TTOtQ 1 1/2" ----� T 1 1/2" (TYP. TOP/BOTTOM) \ 7 3/C �\` _4"x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum.,ANGLE MIN. E.D. EO -r'EO'--I EA SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION IUltgllllllllllf//� 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR FLORIDA BUILDING CODE (Non High \' W/,5" Min. EMBEDMENT TO POURED:CONCRETE EDGE IF APPLICABLE ^- \ \\ WALL. (TYP TOP :& BOTTOM). ••\,10ENs�;..��; C 2075TILTEC6INC. Nautilu C Rolling.Shutter Sys' WALL MOUNTING.:MULLIONS n OR� '_� Z'T1 L E C O abc. EXPERT SHUTTER SERVICES POURED CONCRETE WALL - TILLIT TESTING & ENGINEERING'COMPANY Z v: SECTION W-2 z�•• �STi� 1626.S.W. BILTMORE STREET J' 6]SS H.M.36tn.51,Ste ]05,NMfJHY GADENS,n.]Jt 6n Pnon• (]W)STr-r530..Po..;7]0.5)871-t Sat i��'•• •�� a-mob: tilteco®aol.com PORT ST. LUCIE, FL. 34984 END&INTERIOR WALL_MOUNTED MULLION INSTALLATION -,F .�o oa RI �� EB-0006719 PHONE.(800)74S-9056:,FAx,(772).871-099( .. .-: .• .•• WALTER A TILLIT Jr P.E �'.xt". oacavnoM o.rt :uv..r�. oatmna SCALE: 1/8" = 1" T+/�. IG ` FTE FLORIDA Lic. y 44167 �' ou rr-x.: PI/10/01 . nL \ 5 111111 .. _-._._- AOR (1) 3/4"0 KWIK BOLT T EXPANSION -2a 9" Min. E.O.-- -- 9" Min. E.D--- ANCHORS 0 END MULLION 3"x3"xt/2"x0'-4" —� (ORIENTATIONS #1 & ((2). (6061-T6 ALLOY) Alum. 1 1 2" .ANGLE EA. SIDE W/ (2) -�-- --- FOR (2).3/4"O. MULLION KWIK BOLT TZ EXPANSION 3/4"0 THRU BOLTS TO .�i' ----9" Min. E.D--- Min..E.O.— -ANCHORS INTERIOR MULLION (1) 3/4"0 1 tj2,. . & (ORIENTATION E I�—� KWIK SOLTZ EXPANSION ' I{ EDGE,OF SLAB ANCHOR W/.6, Min. EDGE OF SLAB EMBEDMENT TO POURED -!! 7 ? 1 IF APPLICABLE 1F APPLICABLE CONCRETE (Typ. TOP & f tI BOTTOM) G2 I" EXTERIOR POURED CONCREFEJ iiLJ L J (f'c = 3-=ksi Min.) „ 3: � L B" Min. THICK REO'D. u „ f _l II EXISTING ,I GLAss 1„ i SECTIORMA3 W1 G? -`I Min. I ' G2 (END MULLION ONLY) oN ; t 1/z" 1 1/2" (W/ ORIENTATION 1) 1 1/2" 1 1/2" EXTERIOR —. 4,. - 4 _ (- a i � (�"x4") Z i 3.. 1. vl N Z z ox Q/8 _._ G2 _.I 4" EXTERIOR r ..ut o w 1 1/2" i I 7 N -��-1 1/2- 1 1 N n 3 1/2"�..3 1/2' 4 . _ u X3 X3 (.IYP. TOP/BOTTOM);! I (TYP. TOP/BOTTOM) .,:Yx3"xt/2"x0'-7" (6061-T6 ALLOY) 3"x3"xt/2'x0'-7".(6061=T6 ALLC Alum: ANGLE EA- SIDE W/,(2) 3/4"o Alum ANGLE EA- SIDE W/.,(2) 3/ I, r E0. -EO. THRU BOLTS TO MULLION G & THRU BOLTS TO MULLION & tl - POURED CONCRETE (1) 3/4"0 KWIK BOLT TZ EXPANSION {2} 3/4"0 KWIK BOLT TZ EXPANS p ANCHOR W 6" Min. EMBEDMENT (f•c = 3 ksi Min.) ANCHOR W/,:6 Min. EMBEDMENT TO / _( - --j_ 3' /r 6" Min. THICK REO'D. POURED CONCRETEYpT TOP & POURED CONCRETE {Typ. TOP & { — BOTTOM) BOTTOM) /f-'rtix` ,r '•j' '`� (END MULLION ONYX (INTERIOR MULLION ONL EDGE of sLAB �; , 1,.`; !EDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W! G? IF APPLICABLE' j ! !IF APPLICABLE W ORIENTATION # 21. FOR (2) 3/4"o KWIK BOLT TZ EXPANSION (4"X7") . -- -9" Min E.D.- ----`-I ""'-9" Min. E.D.---- .i""ANCHORS ® INTERIOR MULLION .® � • SIDE RAIL(D--1 AND BOX NOT SHOWN FOR (ORIENTATION #2). ♦♦♦♦��t�t �AI�T��liCLARITY. FOR {1) 3/4"O.KWIK BOLT 7 EXPANSION **♦ 9' Min- E.D. - -- ♦ �L ^--- - -9' Min. E.D.._-_._--'-`— � ,��' f ANCHORS 6 END MULLION y FLORIDA BUILDING CODE (Non High (OR lENTA'tIONS eft & �(2). � ' ¢1 azDts TiLTEcO'INC. N6. 4aI Nautiius FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G?. _—� Rolling Shutter Syst !L E.0 O INC. SECTION W-3 =---_--' --n= EXPERT SHUTTER SERVICES !CS S' A U TILLIT TESTING do ENGINEERING COMPANY 6355 NW.36tN 5,.]la ]0],NRWwN,WiDtIV6.R 13166 1626 S.W. BILTMORE STREET 1 \(``� ✓»+ :tTe 90:Isco ,com 7s-lsi, PORT ST. LUCIE. FL. 34984 END& INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * ,,,f,FS.. G�\ e-malES-00067Ut a9.Com PHONE:(B00)7A9-9056,fAx;(7p2J 871-0990 WALTER A TILLIT 4 P,E. .re mcwrlwM oarz' an.xo a]oamox SCALE: 1/8" _-t" - P.E.-SL�l+if ��.(d��E FLORIDA Lic. A 44167 om„-x.: noi,e fllN1 EDGE IF APPLICABLE,. 2"xMULLION DEPTHxl/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 5/16"0 TAPCONS XL W/ 2 1/4" 1/4"00/4" f.0 BUILOEX TEK SCREWS 2 1 6" i Min. EMBEDMENT ® 24" o-c. W/ 1" 0.0:x0:060 CACVANIZED STEEL 4" / \ / WASHER ® 24" o.c. 7 i,.4 Min. E,D: i_ MIN. E.O. 1^ \ / EDGE IF APPLICABLE 1- 1 1/2" ----- I �\ 2"- 1 7 3/4° Min. E.D. \. ---P----.----------:T-- CONTINUOUS POURED— I �rC 2. 7" CONCRETE (('c = 3 ksi Min.) =1 10 \ -- 8" Min. THICK REQ'D. I POURED CONCRETE \ I I S'c = 3 ksi Min. ^`\ I 8" Min. THICK REO D. \ 4"END CAP EXTERIOR ---- '— \ \ 7 3/4" �. NOTCH WEB _ I I I r _+\ ------ -- a Min. E.D. EQ.4EQ. _ (TYP. TOP/BOTTOM) T g � ,„ 7 3/4" Min. E.D. 4"x4"x3/8".(6061-T6 ALLOY) F N �rMin. \ Alum. ANGLE EA. SIDE. I za I \\ -�(WALL MOUNTED SHOWN, MAY BE _--- — -- - _-�- EXISTING j ALSO INSTALLED TRAPPED MOUNTED t-w GLASS .; f PER SECTION Q'-Q' ON SHEET 8.)- EDGE IF APPLICABLE ' 0:r (n v EXTERIOR -X4 W/—___ :SECTION X4 G? z a I (END & INTERIOR MULLION) OW � .(W/ ORIENTATION # 2) Q'/8 Q'/8 (4%7") w \I Min. E.D t;' 1 1/2"x1 1/2"4.062"xCONT. ALUM. i SIDE RAIL(J NOT SHOWN FOR CLARITY x ---..__.—. 7 3/4" 1 ANGLE W/ 1/4"0x3/4" ITW BUILDEX �I MIN. E.D. TEK SCREWS@ 24" o.c. TO TUBE. 7•• CONTINUOUS POURED---- _ CONCRETE (('c --3 ksi Min.) .\ 10" 8" Min. THICK REQ'D. X4 X4 (TYP,top/BOTTOM) 1 1/2" L=-- --�,\ —� i i�/2„ (TYP.TDP/BOTTOM) 7 3/.4." \, j MIN.I E.D. 4"x4"x3/8"x0'-10"(6061-T6 ALLOY) Alum. ANGLE \\ \ EO-4'--EO-j EA.(2S) 3/4 (2) 3/4"o THRU BOLTS TO /4 0 KWIK BOLT TZ E PNSION ANCHOR N ` C�T �i FLORIDA BUILDING CODE (Non High R A T!( W/ 5" Min. EMBEDMENT TO POURED CONCRETE �,� SF �. t12o15 TILTEco INC. //-•� EDGE IF APPLICABLE WALL. (TYP. TOP'& BOTTOM). N a U 1T l I I.U S fi No.441 Rolli 67 n Shutter. Sys WALL MOUNTING.:MULLION �7 9. POURED CONCRETE WALL s 7��/T� IILL'I TESTING & ENGINEERING'COMPANY EXPERT SHUTTER SERVICES SECTION W 4 p ��yy yj :'Q`6735 rvw.tau.sl,il•.ws,-G--upoc s.n.331. 162Q S.W. BILTMORE STREET 6 Cnona:(]05 8]1-1!]0.Car:(]05)8]1-1971 P.••.=`�� PORT ST. LUCIE, F.L. 34984 �i 7 ` e-mail; tilteco®aaLcom END& INTERIOR WALL:MQUNTED MULLION INSTALLATION -„�F'•.� Rio • EB-0006719 P1,o�E:(6001 749-905fi;PAx;(774)H71-099C �j WALJER A. TILLIT Jr. P.E. '�'•"• o[xlemal ort' :uv.,1a SCALE: 1/8” = I" P.E. S I(/ FLORIDA Li<. 441 67 ..I 1 11-242 /16/1! •,.. TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATIC 'INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL,CONCRETE BLOCK STRUCTURES {'�) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p;i.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT Wi0 STORM BARS SPAN"L''ft TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM E STEP 2:ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 112 BE BASED ON CHART Ic 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:SLATSTO GLASS. REQUIRED MAX SUIT SPAN"L"ft. 2.ENTER SCHEDULES 19 THRU 2C ON SHEETS 24,25&.26 W/ A.S.D.DESIGN'LOAD.;MAXIML THE FOLLOWING INFORMATION IS.PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',8'OR T), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W1 AL PRODUCTINSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(�,@,L62 & ).MULLION TYP MULLION ORIENTATION. • ENTER A.S.D,DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3. SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DE o:FOR A SPECIFIC PRODUCT:MOUNTING INSTALLATION TYPE;INCLUDING ANCHOR TYPE,THE - TOP&BOTTOM FOR FLOOR TO CEILING(TRAP„�ED''}OR WALL MOUNTINGSOF MULLIONS FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A'GIVEN"MULLION TYPE((G�,G ,fi2 & G3'). LMAx:THIS IS THE MAXIMUM ALLOWABLE:-SLAT SPAN FOR WHICH A GIVEN 112"SLAT SLIP MAY BE PROCEDURE 46;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 i • 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 S GLASS. TO GLASS FOR PRODUCTS'W/O OR W/STORM BARS(SEE STEP 4), STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 WLA.S,D.DESIGN LOAD AND STORM BAR SPACING AND DE1 CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES W.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 ION SHEET 23,WITH A.S. .DESIGN PRESSURE RATING AND STORM (INCHES ON CENTERS).SEE'GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CON, &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOU: 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)iNSTI FOLLOWING MANDATORY:ADDIT{ONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF'2 OR 4 ANCHORS PER.CONNECTION DEPENDING ON LOAD AND STORM BA SPACING. PROCEDURE 4a:IF STORM BARS.ARE USED 4. ENTER SCHEDULES'1a THRU 2C ON SHEETS 24,25&.26.W/A.S.D.DESIGN PRESSURE RATII 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE,BASED ON MAXIMUM MULLION SPACING(MAX.,12',8'OR 7'},ANDETERMINE MAXIMUM MULLION SPA CHART Ic,ON SHEET 15,1T SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN((G,,(q),C MULLION.TYPE&MULLION ORIENTATION: 2. ENTER TABLE 1 ON.SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE g, SEE SHEETS 10,10A,11,11A;12,12A,13&13A FOR MULLION CONNECTION:DETAILS AT TO MAXIMUM BOTTOM FOR FLOOR TO CEILING STRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CC ALLOWABLE STORM BAR SPAN(HEIGHT). FOR A GIVEN MULLION TYPE(tG�,`G1.G2 &G }. 3. ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND:DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE,LEGEND FOR VARIOUS * PROCEDURE PER STEPS 1 THRU 3-IS SIMILAR FOR INSTALLATIONS INTO WOOD FR ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLAT101 INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES, STORM BAR SPACING. t tPk Titr�fi. ?1. FLORIDA BUILDING.CODE (Non High. y .�Zv SF•�•,• % C 20iS TILTECO INC. N utilus o Rolling Shufter Syst IL Ec:o TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES $�f.( (�� 6355 N.W.JSIA S4 SU."5.v8—.: bc4&m 57+66 1626 S.X SILTMORE STREET / F �A Pnon,:t30.6>Bt+-7530.To::t30576t1-7531 PORT ST. LUCIE, FL. 34964 + ` a e-mail; tlllettl®aol.com ()R 1 •• \ PHONE. (600)749-9056 FAX:,(772):871-0990 � Efi-0006719 .nv.«, - oncmrwn orz av,x; ',6c5rs.no• /!PIINW�"L�•t E WALTER A. iL. 1 44 P.E. FLORIDA Uc. F 44767 mn n-S.a .no+e S ' SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & . 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/bfk W/O: CHART Ia CHART IbCHART Ib' CHART IC USE MAXIMUM:VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD 318"0 KWIK BOLT.3 ANCHOR 5/16"e TAPCON XL ANCHOR . .5/16"m.TAPCON XL ANCHOR USE MAXIMUM POSITIVE A.S.D. LOAD VALUE POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK MAX, MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. -L-MAX.- (FT), .'LMAX•' (FT) 'LMAX.' (FT) DESIGN MEASURED TO BACK OF SLAT (in) RESSUR [iUILD:our WALL TRAPPED BUILD-OUT BUILD=OUT.' .. .WALL TRAPPED BUILD-our BUILD-our WALL'" TRAPPED BUILD=Our _ W%0 STORM BARS W/ STORM BARS' RATING MOUNT MOUNT _ MRUNT h'( MOUNT ty/Q MOUNT MOUNT .M-UNT g MOUNT W/@ MOUNT. MOUNT M NT - MOUNT:W/E©MU �7. E� E1 &t 2 IND ZON WIND:ZONE. IND ZON WIND ZONE (PST) - SEE NOTES# SEE NOTES#, SEE I NOTES# SEE NOTES# SEE NOTES# SEE NOTES# SEEE NOTES# SEE NOTES# SEE NOTES.# ,SEE:NOTES# SEE NOTES# ... -. .. - SEE NOTES 1-3 : 4. - :-,1-3 4 30.0 20'-0" 15'-4"' 20'-0" 20'-0" '20'=0" 15'-4= '20'-0'- 18'-0 20'-0" - 15'-4" - 18'-0" 15'-6" ';1 - 14 7/2" 6" 7" - --- 35.0 .20'=0� 15'-3" 20'-0° 18'-0" 20'-0" 15"=0" 19'-0" 16'-3" . .20'-0" - 15-0" 14'-0" :: 7 ..� :14 1/2" 6"'�: 7- 40.0 '20'-0". _-}15'-2" 19'=7" 16'-6" - - 20'-0" - _14'-5" _-17'_4" 14'-10" 1.8'-11 .. 14'-6" 14'n10"__ _12'-9" _ 1-__---.14 1/2"- 6^ --- -._7"__-_ ._45.0_ 20'-0" 15-0"- .18'-0 15'-3" - 20 _0" 14'-2 16'-0";---.13'-9 - 1T-4_'- 14'-2 13'-9 _ .12'-0°- 1" 14:.1%Z' - 6"-- - 7" -- -_ 50.0 20'-0" -- 14=10" 1:6'-9" 14'-213'-1" 14'-10" 12'-10" 16'-2" _ 13'-1 -_12--9--- 11'-0 _ 1"-- 14:1f2' - --'g"- - 1^-- -- 55.0 20'-0" 14'-8".- 15-8 13'-4" - 17•=9" 12'-4" f3'-11 12'-1."_ 1.5�-0" 12'-4" 12'.-0" 10'-6" - 1""-- .14 1/2" - 6 60.0 19-5 13'-9" 14'-9 - 1:2'=7" - 16'-9" ll'-8," 13'-2" 1.1�-5" 14'-2" 11'-8 11'-4" - -14 1/2" 6" 7' - -- - 65.0 18'=4" 12'-11 -- 13"-11 11'=T1"- 15'-9" -_11'-0 12'-5" 10'-11"': 13'-4" 11'-0" 10'-10" 9'-6" 1 14" 6" 7" .. - - --- -1 - . .- - - -- 70.0 17'-4 .12'-1"� 73'=3" _ 11'-4" -_ .5--0' --10-6 _ _11__-70',-_-10-4" 12'-9"; � 10'-6" 10'-4" 9'-0" 1' 13 1/2" 6" 7" - - - 75.0 16'-6 11 =7 12'-7" 10'-10 14'=3"- 10'-0"-- 11'74" - 9,-11" -_ 12-0" '-0" 13 1/2" 6" 7" 0" 8'-10" 1" - - -- --'- -- --- -r10 --- ---- 80.0 _ 15'-9" _ 11'-0'_- 12'-0" 10'-5"' 13'-7" 9'-5"_ 10'-10 . 9'-7" 11':-7" 9.'-5" 9'-3" _. 85.0 15'-0" 10'-6" 11•_7"-- _ 10'-0" - 13'-0" 9'-3 _ 10'-5" - 9,_3,.- - 11'-2"- --9•-3"-- --9.-0" - -8,_3..----�.--- ---73. --6.---_7. --- - --- - - - - ---- - 90.0 14'-2" 10'-1" 11'-2" 9'-6" 12'-6' 8 10 10'-1" B'�11 10'-9" 8'-10" 8'-10" 8'-0" 1 12 1/2" 6" 7" 95.0 13-5 91-8. 10-9" 9'-4" 12'-0" 8'-5" 9'-9" W-7" 10'-4" 8'=6" 7'-9" 1"' 12 1/2" 6" 7" -i-0-00 - -- --- - - -- - -- -- - - - ------ --- : -12'-9' 9'-4" - 10'-5" 9-1" 11'-8" 8'-4" 9'-5 8'-4" 10'=0" 8'.-4" 8'-3' T=6" 1" 1:2" - 6" -- 7" -- ,. ,105.0 12- 9-0 10-1 8,_9 _ 11 -3 8-0 9',-2' 6'-2" 9'-8": 8'-0" 8'-0" T=4' 1" 11 1/2" 6" 7" - - - -- - - -- 110.0 11'-7 8-8" 9-9" 8'-6" 10'-11" T-10" 8'-10" T-11` 9'-3"" 7'-10 10" 7'-9" T-22"" 1" 711 1/2" 6" 7" 1150 t i,_1 8'-5' 9'-6- 8 4" 10'-7" T-8" 8'-8" T-8"-_ _ 9'-0" 7'-8" 7'-8" 7-0" 1" '11 1/2" 6" 7" 120.0 10'-8" 8'-1" 9'-3". 8'-2 10'-3` 7'-5" 8'-5" 7'-6"' 8'-11" 7'-5" 7'=5" 6'-10" 1" � 11" 6" 7" 125.0 10'-2" T-9 9'-0" 7'-11 1.0'-O T-2" 8'-2" 7'-4" 8'-8' 7'-2" 7'-3" 6'-8"- i" 11" 6" 7" -.- - - 130.0 9'-10" 7'-6- .. 8'-9" 7'-9" ..9-9' T-0" 8'-0" 7'-2" 8'=5" - 7'=0" 7'-2" 6'-6" ----1" -10 1/2 -6• - ---7- -- ---'--- -- 1350 9'-5 V-2" 9' - 8'-6" 7'-7" _ -6" 6_10" 7'-10" 7'-1" 8'-2" 6'-10" 7'-0" 6'-5" 1" 10 7/2" 6" 7" --- --- 140.0 8'-4" T-5" 9'-1" - 7'-8" 6'=11" 8'-0" - 6'-10" 6'-4"- i" - 10 1/2" 6` 7"---_ 145.0 8':-10" - 8'-2" -- 7'-3" 8'-10" - 7'-6" V-10" - - - --..--___---- -- 1" 10" 6" 7" 150.0 8'-6- 8'-0" 7'-2 B'-6" - T.4" - 7'-9" 10" - - - - ---- 1550 8'-3" 7'-10" 7'-0 8'-3 7'.2" - 7'-7" - - 1' 1.0" 6" 7" _.-- =---- --- -- T - --- - 160.0 8'-D" - 7'-8" 6'-10". t0" * NOTES• .. . 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN SPANNAND A.SCHOR PD.CIDESIGNNG IS APRESSUREVAILABLE FRATING.THE CORRESPONDING SLAT FLORIDA BUILDING CODE (Non High 2. 'REQUIRES SIDE RAILS FASTENED TO EXISTING 'STRUCTURE WITH \GEN vSF ''• C2015 TILTECO INC' 3/8"0 KWIK BOLT 3 ANCHOR OR 5/16.6 TAPCON XL ANCHOR, INTO (W N U ti-1:u POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR = NO4167 _ Rollirig,'Shutter Sys WITH 1/4"0 TER SCREWS AT MULLIONS CONNECTION. VALID FOR c WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. TICCIT TESTING & ENGINEERING'COMPANY EXPERT SHUTTER SERVICES .�'•'7�SJgT \�' ,!..-` 6755 NN 361n.SL.sl. JO].�NRUNt\G•ROEna,R.331 66 1626 S.W. BILTMORE STREET 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE �'•, �/ P"..'pas)en-I]Jo �/�� a-mail: tlltecoSDaol.com PORT ST. LUCIE, FL. 34984 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES.. ��,c' .FSO. 40P,• � ` $D-0006719 PHONE:(600)749-9056.,.PAX:(772),971-0991 P1}. WALTER TILLIT Jr. P.E. " P. ic41FLORlDAA . ¢ 467 wrz' 'An.w, ,'g6cmaq r ao a-7u ym/r] : ._ . . MAX. ANCHOR'S.SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/,3/870 KWIK BOLT.3 ANCHORS TO POURED CONCRETE WALL A.S.D. DESIGN PRESSURE RATING&.SLAT.SPAN RANGE t WALL MOUNT MAX. A.S.D. DESIGN SLAT SPAN.RANGE PRESSURE RATING 0'-4' t > 4'=5' t > 5'-6't > 6'-7't > 7'-9' t > 9'-12't > 12'-16'f > 16'-20' t RANGE.(Rs.ti 9" g" g., 9 9" >31-40 g„ 9" 9.. 9" 9.. 9" 9" 8.,.. - >41-50 -- 9- 9„ - 9�-- --9•,-- 9" - -- 9" -'7„ 5 5/8" ->6t-86 9„ -- 9„--- 9„ ---.9„-- g„ 8” 5 5/8” 5 5/8--- _SLAT. _ --- --- - -- - -- i- 1 >81<1os 9" 9" 9" 9 9 6 1/2" 5 5/8 MAX. SPAN FOR A -- - -- - ----- -- - --. _ - _ - _- __.. SPAN _ © GIVEN A.S.D. DESIGN >106-120 g" g _ g" _-6" --- - ._ PRESSURE RATING SHALL >121-140 9.. 9" -' g 8„ 7 6,. _ - >1.41-160 y' s". s`' 7" 7" - = - SLAT SPAN DEFINITION SPANEVER N INDICATED MAX.N SLA PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. MAX. A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RATING 0'=4' t > 4'-5't > 5'=6't > 6'-7' t > 7'-9' t > g'-12't > 12'-16't > 16'-20' t RANGE.(P.S. s 30.0 9" 9" 9" 9" 9„ 91. g" - >31-40 9" 9" 9" 9" 9" 9" 9" - >41-60 9" 9., g.. 91. 91, 91. 7 i/2" - >et=105 g.. 9" 9.. 9" 8" - >106=120 g" g^ 9" 8. 1/2" - >121-140 g" 9" 9.' 7" - - - >141-160 9 ... 91. BUILD-OUT MOUNT MAX. A.S.D. DESIGN SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5"-6't 7'�9't > 9 RATING -1.2'.f. > 12'-16't > 16'-20'.f IANGE e.f) . CE3 C C C� Q �. O fl Q (E� s 30.0 91. 9,. 9., 9" 9" 9" . 9" 9" _9.; .g.1 91. 8" � 9" 9" 9" 91. 9" >3t-ao g.. 9. 9., g" 9" 9" 9.. 91. 9.. 9., 9., 'g^ � 9 - --9" g.. 9„- - 9” 9.. _7_• - -- -- - ------- -- -mm — ._.__ - _-- 7 _ 6" S 5/8 5 5/8 5 5/8" >41-60 g" 9" 9.. 9" 9" 91. 9„ - W. 9., g^ 9 9" 9. - 91, g" 1/2;. �'�2„ _.-_ 5 5/8., 5 5/8,. 5 5/8' 5 5/8.. 5 5/8"- -= --- - - - - - - 6.. >61-e0 g., 9" g" g.. g1. 9„ g" 9.1 9" 9.. 9" 9" 9•• --9". 7" 5 5/8" 5 5/8' 5 5/8" 5 5/8" 5 5/8" ---- -------- ----- ------- >Bt-tos g" 9„ 9".- - g,._- 9- - 9" - 9" - g..- -::9--- 8:._ .---8., 6 1/2' 6_3/4" 6 3/4., 5 5/8". 5 5/8L. 5 5/8" 5 5/8�� - - - - - - - ---- - >1o6-t24 9" 9" 9" 9" 9" 9" 9" 9" 8" 8" 8" 6 1/2" 6" 6" 5 5/81' S 5/8" 8 5/8" '------ >,z,-,ao s° g" g^ s" s" 7 1/z"_ e" a" s 1/2" e'' 8^ s" s s/a" s 5/8e s sja" ---- 9" 9" 8" 8" 6" 7" 7" - 5 5/8' 6 3/4" s 3/4 5 5/81 5 5/8" 5'5/8.1 - >141-160 9." FLORIDA BUILDING CODE (Non High \> C•2015 TILTECO INC. ............ ••••••��cENSF NoutiluE Rolling Shutter .Sys TILLIT TESTING &'ENGINEERING COMPANY EXPERT SHUTTER SERVICES � 3" 35,h(SL.SW,"'.Mr,(WD .R1316 1626 S.W. BILTMORE STREET%OSE60 1 M5)871-530. 30s)e71-1531 a-moa: GltecoOool.com PORT ST. LUCIE. FL. 34984 /�'•. �` T` .' v` EB-0006719 PHONE:(800)749-9056...FAX:(772).871-099 b6 WALTER A. TILLIT Jr. P.E. �'.r� oasczrla" art .m.fro.. asw.IR F•.§�; IGA)Aq {`� FLORIDA Uc. @ 44167 .na/l5 "J \ 5 ' 111111111111111111 MAX. ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE,W/5/1TV TAPCON XL ANCHORS .TO POURED CONCRETE WALL A.S.D. DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT "AMMUM A.S.D. SLAT:SPAN RANGE .S.O. Omar PRS RATING0'=4't > 4'-5't > 5'=6't > 6'-7' t T-9' t > 9,-12,t > 12'-16't > 16'-26't RANGE(psf) s 30.0 8" 8.1 8" 8" B" 8" 7 1/2". 5 1/2" >31'-40 8" 8., _ 8.. - B" 8" 8, - --6.: 4" >41-60 8.;- 8,. .8" -- 4" 3 3/4" t NOTE: >61-80--- 8" - 8" - - g" --- - 8" -- 7" -- 4. 1/2"r 3 3/4" _ - MAX. SLAT SPAN FOR A >81=105 8" 8" 8" 6 1./2" 5" 3'3/4" 3 3/4." i___.._.. - -, GIVEN A.S.D. DESIGN LO) _>,06-120 --8„„---• 8;, -- -- 8” ----- --5-.1/2--- 4-1�2” --- 3-3/4" EXCEED- EXCEED .M SPAN >72t-1ao g" 7 1/2" 6" 4 1/2"._ 4' 3 3/4 _ —� SLAT SPAN::INDICATED 01 - --- ---- - --- =- - - ---- SLAT PERFORMANCE CHA >141-160, ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT Nnwut)u. SLAT SPAN RANGE As.o. 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 RASING - . RANGE(p0) <30.0 6" 6 6" 6" 6•' 6" 6" 8 1/2 -- - - - >31=do 6" 5" 6" 6•, 6" '6 5 1/2" 4 1/2" - >41-60 61. 6" 6., 6„ .6" 5 1/2,' 4• 4„ .. ----- ------------------ ---- >61-80 .6 6„ 6., - 6" 6" 4" 4" - >81-105 6" --6" --- 6" 6" 4 3/4" 3 3/4" 3 3/4" >Iu-..t.2o 6" 6 6 5 4" 3 3/4" - >121-140 6.• 6" 5 3/4 4' 3 3/4" 3 3/4" >1a1-160 6". 6" 5" 3 3/4" 3 3/4" - BUILD-OUT MOUNT SLAT SPAN RANGE . DESIGN .. .. .. PRESSURE 0`-4't > 4'=5't > 5'=6' t >.6'-T t. >. T-9't > 9'-12't > 12'716'T .. > 16'-20't. RAIING <_'30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" - --- - - -- ------ -- - 6 _ >31=40 6" 6„ 6" 6" 6" 6" 6" 6" 6" 6„ 6„ - 6. 6" - --6 6,. 6- - ------ ---- - -- -— 6" 6" 5 1/2" 5 1/2" 4 1/2" 4" 4" 3 3/4" - _.- -- ---- - - - - - - 6" 5 4 4 3 3/4" >41-60 6" 6" 6" 8" fi" 6" 6 6" 6" 6' 6 6 _. 6" - 6" -4""--- 4"- 3 3/4" 3 3/4 3 3/4" 33%4 .. ------ --- -- - >61-80 .6. 6.. 6" 6.. 6„ 6., 6" 6.. 5 1/2" _ - ---- -- --_ - ----- ----- 3 3/4" 3 3/4" 3 3/4" / 6' 6" 5" 5" 5" 4" 3 3/4" 3 3/4"' 3 3/4" 3 3/4" - -- >81-105 6" 6" 6" 6" 6" .. 6" - 6" 6" 5 3/4'" 4 1/2" 4 1/2" 3 3/4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" - >106-120. g" 6" g" g" g" 5 1/2 5 3/4" 5 3/4" 4 1/2".4 1/2" 4 1/2" 3 3/4" 3:3/4" 3 3/4" 3 3/4". - ----- - - ---- 4 .1/2., 4 1�2" 3 3/4" 3..3/4„ -- - - - - - - - >12t-iao 61. 6„ 6•, 5„ 51• 4" 4 3/.4" .4 .3/4,. 3 3/4„ _ ----.� ----------- _ - -- ----•- ---- --------- >141-160 g" 6" g" 4 1/2" 4 1/2" 3 3/4" 4" 4" - 4" 4". - 3 3/4' 3. 3/4'` `IIIp111111111111,I? FLORIDA BUILDING CODE (Non High �� \ .• •. � �� C.2015'TILTECO INC. NautHuS `` --- --{- Rolling_Shutter Sys IL E.C.O enc• EXPERT SHUTTER SERVICES TICCIT TESTING & ENGINEERING'COMPANY -� V1 (�•�` fiJ55 H.F.J6tA s1.,-,J :hMp O.JJlfie 1626 S.W. BILTMORE STREET • F"on• (305)671-1530.Fo.:(]uvo(ris,05)671-t5J1 STATE t� e-mail:Clteco®oal.com PORT ST:LUCIE, FL. 34964 �•••• T- ES-0006719 PRONE:(800) 749-9056 FAX:(772)871-099( WALTER A. TILLIT Jr P.E. "n'•"• ocscw.lroF drt' 'm.w• uscaxna , )GC FLORIDA Lic. d 4416 7 aD t1-xa Oto/te .. /////lUllllllllll1g11 '`` MAX. ANCHOR'S:SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE, W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D. DESIGN PRESSURE RATING&SLAT SPAN RANGE t - WALL MOUNT MAX. A.S.D. DESIGN SLAT SPAN RANGE PRESSURE RATING O'-4't > 4'-5'f > 5'-6'f > 6'-7't > 7'-9't > 9'-12'f > 12'-16' t > 16'=20' t .RANGE (p:a.f.) s 30.0 8" 8.. $,. 8" S. B" 6" 4 1/2" >41-60 BH $,. 8.. 8.. - 8:. 4 1/2'= .. .. . - — ---—--- ---- - --- --- 7 1/2" - 7.- _- - t NOTE: - -- -- -- -- ---- --= - --- - --- ------ SLAT:._ SLA N F >(31-105 $" $" 7 1/2" 5" 4" - - - OR A - - -( GIVEN A.S.D. DESIGN SPAN PRESSURE RATING SHALL >106-120 $" 7 1/2" 6" 4" - - - NEVER EXCEED MAX. SLA - - SPAN INDICATED ON.SLAI >141-160 7". - - - - - PERFORMANCE CHART ON 5" 4" SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT LW. 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 RANGE(p:s.f.) i 30.0 6" C. 6" 6" 6" 6:• 6" >31-ao 6" 6" 6" 6" 6" 6" 4 1/2" - >41-60 5 6" 6" 6" 6" 4 1/2" . >61-80 6" 6,. 6„ 5„ 4 112- >81-105 /2>81-105 6" 6" 6" 4 1/2" 4 1/2" - - >106-120 6.. 6" 5 1/2" 4": 4 1/2 ----- - _ ----- >121-140 6" 5" :4. 1/2'' 3 3/4" - - - -_-- ------ - >141-160 6" 5" 4- BUILD-OUT MOUNT MAX.A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' f > 4'-5' f >.5'7- .f 15, 6'-7'.t I >: 7'-9'.t > 9'-12't > 12'-16' t ... > 16'-20't. :. NG RANGEn(p.a.f:) E E E ..� � E E E E s 30.0 6"' 6" 6 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2" 4 .1/2" - --------- --� - - `-- ----- -- ---- ---- --- - - - - 4" >31-40 6" 6. S.. 6" 6" 6,• 6" 6., 61. 6.1 6.. 6" - 6" - 6- 6"- 5 1/2" 5„ -- --- -- - 4„ 4,. - - _ . >41-60 g.. 6,. 6" 6.. 6. 6.. 5 1/2" 5.1/2" 6,. 6 6.. - 6" 6.. 5.1/2" 4 1/2'. _ _ - - 3 3/4" - >61-e0 6'' 6" 6" 6" .. 6" 5 1/2" 5 1"/2" 5 1/2" 4 1/2" S" 5" 4" - 4` - 4" - 3 3/4" >81-105 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 4. 1/2 3 3/4" 3 3/4" - -. - --- -- -- --- ---- - -- .. --- ---- >tD6-120 6" 6" fi" 5 1/2" 5 1/2" 4: 1/2 4 1/2" 4 1/2" 3 3/4` r ------ i - --- --- -- >t2t-ta0 6" 6" 5 1/2 4" 4" - 3 3/4" 3.3/4" - - - - - - - - --- - - --- -- >141-160 .5". 5.. 4" - - - - - - - - - - - - - - - - - T1 FLORIDA BUILDING CODE (Non High N SF•• �� O 2015 TILTECO'INC. E Nautilus I'F�.{ >�� a Rolling Shutter Sys LiL E�r.0.INC* *�� ! TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES' WL1 -- rvw.36m sl.S 305,MPQNA,WOO+s.n.15166 1626 S.W. BILTMORE STREET S 'O' - -- `"f .•��O`` mu vnon.:( m.W5871-15M,I..:(306)411-153 PORT ST: LUCIE. FL. 34964 �O.• r 0R� ` - ail: til(C o®aol.com PHONE:(800)749-9055 FAX:(772)871-099( WALTER A OT�Ri Jr. P.E. oocu.lrox o.1r av,xexscu7ro P.E. XL',•��.ATWI�E `$\` -FLORIDA Lic. B 44167 SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT)ACTING AT JAMBS:FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED.CONCRETE OR GROUT FILLED CELL CONCRETE BLO.CK.WALL BUILbAGS (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 . (PSO vx. vy Vx vy Vx Vy Vx Vy Vx Vy .. vx. Vy vx Vy Vxl. vy s 3 0.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31740 10 80 10 100 .38.6 : 120 440 140 398 18.0 823 240; . 1328 320 1.823 400 >41 _60 10 — 120 290 150 794 180 509 210 708 270 1266 360 1.962 480 2553 582 >61-80 .10 160 616 200 767 240 . 796 280 1007 360 169.5 480 2422 600 2547 596 >81 -105 123 210 550 263 711. 315 1142 368 1372 473 20.09 591 . 2492_ 638 - — >106-120 313 240 728 . 300 881 360 1345 420 1587 540 2112 640 — — — >121 -140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141 =160 781 320, 111H 1 400 1 1322 . 480 1873 560 1740 640 — - SLAT SPAN_ C� *NOTE: SLAT SPAN DEFINITIOAI 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-.. VX Vy N.TILLI c T FLORIDA BUILDING CODE (Non High ••\CEN SF / 02015TILTECO INC �i-�• ,,. Na u t is u 314 Rolling.Shutter Sys ENGINEERING STA Cr,, Pno.: EXPERT SHUTTER TESTING SP3";]SSNW36tLSt..St365.NA Wo .g16oRE I (Scs)an-go Fc.;(SOS -ts3t / '�Q••• r nn QP .'•� e-m01I; tllteco�cal(3D5)871-1531PORT ST. LUCIE, FL. 34984 /// / • rLo n� ••��`� EB-0006719 PHONE.(600)749-9056 FAX:(772).871-099[ WALJER A. TILLIT Jr. P.E. an. •' oceamvnoN o•rz :uv.N. axano ��j,/� .•GOVAN I•;/`rE FLORIDA Lic. y 44167 11111 SLAT PERFORMANCE CHART Ib l IRC IC l: (ONLY VALID'FAR 1/2".SLIP) SLATPERFORMANCE CHART IIb I & 111121 (ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TC GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(P•s:fl,SLA FOR A GIVEN MAXIMUM A.S.D:DESIGN PRESSURE RATING(p.S.DAND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A,S.O.DESIGN PRESSURE RATING(P.S.@ AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTINGWIPE FOR WOOD FRAMES.WALL! INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW INSTALLATIONS WJO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 U3B Af ... - USE Al/ LSE W7t"WLUE B£SMEENPOST E MM:1ETi1TNE IlSD.LOFD CHART Ib I CHART IC I CHART IIb 1 IID1 CHART IIc I USE MAXiAN YALlIE Bf:TiMffli FERIAE AN)MSATI4E A.SD..lDFD .. .. USE MUO W WADE 8E iM POS ITWE W NEOATA'E"D.:,L(StO - - SUM MAX.SLAT�SPNi• ��`" .. USE MAXIMUM PoSDTVE AS.D. A.S.D. LMAX." OL). .. USE MAXIMUM POSITIVE ASD. .. .. WOOD GRADE DESIGN 5116"0 TAPCON XL ANCHOR MIN. SLAT LOAD VALUE 5116"0 TAPCON XL ANCHOR MIN. SLAT LOAD VALUE WALL A SPAN RATRtG MouNT Mou�Q w SPAN €�1 MAX. SLAT SPAN 'LMiN.' REQUfRID MK SEPARATION TO GUSS MAXIMUM REQUIRED MAX. SLAT SPAN 'CHIN.' REQUIRED MN.SEPARATION TO GLASS csf) 8 IWm11UY "L�" (ft) (ft) MESURED.TO BAC(OF SLAT(in) "CMAX." (f t) {ft) MESURED TO BAC(OF SlA7{in), SOUTHERN PINE 2-(G=0.55} - 60. 4'-5"OEM DESIGN rtEEt..TRAPPED PRESSURE WALL � BUILD-Our BUILD-OUT WALL TRAPPED: W/O STORM BARS. ._ PP LWALLr ' .BULD-Our awr/r Q .. W/0 STORM.BARS." RATENG MOUNT W/ Mou W/ A -OUT DOUGLAS-FlR-SOUTH (G.0.46} 6d 4'-5" 4'-5' o'-( RATM Mou�ygl 1!QUNr WIND ZONES WIND ZONE (DST) M WIND SAES WIND ZONE SPRUCE PINE-FIR-SITH (G=0.36 .60: 4•-5" 4•-5' (D!T). (SEE NOTES A) (SEE NOTES d) (SFE AWES A) �N' 6 a 1-3 4.. (SEE NOTES A) (SEE NOTES A) (SEF NOTES A) +rs�" .. .. ... 30.0* 10'-0" 10'-0" :: 10'-0" 8'-1" 1" .. 8 1/2"^_ 30.0 •. _ 8'-3" - 8._3" 8'-3' 7,-7" ..1'_ 8_1/8- 10' /8' 35.0 w- 70. 0_ 70. 0..- 10-0"' 7:-g.- --- t. - $i j2" - �0 p .7'-9 7_9 -7-8 7-3 �i 8 1/8 -' 7-7" 7_7" V-7""-` 7'-0"- 400 �� T0._0. 70'-0- 10'-0 7,-5- ._ t-_-..__.. B t/2~--'._ 40.0 _.- -'- - ..._ 45.0•>a• 10'=0' _.'10'-0" _ 70'-fl"... :.7•�2» 7- 8, tl2' '15.0 g° ?'-4 _. jJ4"_... 7-4� _ _w C-9,-_ -.__.t_.._ --8 7J8___-__ Yn 50.0•`• 10_p^ t0:-0- :8.1 f2'•- 50.0 'n' 7'-3-. ..7�3 -3- 6.-6" :e 1"-_. 8 1/8, �..` __ .,T- _._� 55.0!�•" 7-3' T-3- T-3 6'-4' 1. $ 1/$ 55.O.+aa 10.-0.. 70' 0" 10'_D 6'-B" 1" 8 1/2' _ -^-- -�.�f-....__..-_ 60.0'x'• 70'-0" t0'-0" - tO'-fl 6'-9" .t• : 8 t 2" 60.0•*' '7-3' 7'-3" : T-3" 6'-2" 1" 8 1/8., SLAT PERFORMANCE CHART Wt (ONLY VALID FOR 1/8"SLIP) SLAT PERFORMANCE CHART I-V i(LESS THAN 1/8"SLIP) FOR A GIVEN MAXIMUMA.S.D.DESIGN PRESSURE RATING(p.S:t)AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN A.S.D.,DESIGN LOAD(p.s.f},SHUTTER MOUNT CONDITION INCLUDING' _ � INSTALLATIONS W!0 STORM BARS DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS WIO STORM BARS PER DETAIL 2 BELOW '•b o w CHART IITbt U�Tif/ CFIART.IIICI 5116"TsTAPCONXLANCHOR r a}o USE MA14NM VADE BEIR'EEN POWK AM WATNE ASD:!DN .. :. M'ui S/aw a P; .. USE MAXIMUM POSITNE A.S.D. USE MAXIMUM VALUE BETWEEN POSITIVE USEMAXIMUM POSITINEio LOAD VALUE AND NEGATIVE A.S.D. LOAD A,S.D. LOAD VALUE I mO FOR 5/16"0 TAP.CON XL ANCHOR MIN. SLAT uwNj I m SPAN PAN- .SPAN�) TO awssnmww lo l&*URUREn "TO :� I\ ZtH `\ MAX. SLAT SPAN "CHIN.' UK SEPARATION TO GLASSLMAXIII of SW " \ REQUIRED. {")� \, \ � MAXft" "LMAX" (FT) (ft) MESURED TO BMCK OF SLAT(in) DESIGN. `\\ PLY11M1'JOD AND AS.O.. .. • ... DESIGN wuL:'TRAPPED 'LOAD Bun-= W/O STORM BARS ",�Y77 (2)2'ka WOOD SRt05 PRESSURE WALL Ruu)D OUT [EMD-OUT &,8�ur W/O STORM BARS - '(psf) MpuNr y�� MpUM�y� .. (TYP. EACH SIDE. BEYOND) 1 RATING YOUNr Mouj1'('w/ a w/ M �l k':,} �} /.:S (2E WIND ZONES WIND ZONE' 't`i a`ty 'tY&`c.�` D ZONESWIND ZONE (D!{) (SEE NOIESA) (SFE NOtESA) mESA) 'M urES A 1-3 4 SEE NOTFS.a sTi NOTES e t-3 4 DETAIL 1 (ELEVATION) 30.0• T-6' T-6" -6" 6'-7' 1" f4.0 7'-2.. 7'-2- _26-4• !� 8 1/8 35.0 `�_.-_6_-Y-.44:0 •' 6-9 6-9 -8 .0 •' b'-0_ d NOTES 45.0 ""' 6_86�-8' -a5'-tt 8 t 8 45:0 5 " 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USE50.0 _ - _ _5 5..96'-3"- 6-3 -3 5-7 8 /e55.0ANCHOR SPACING SCHEDULES ON SHEET 21 IND#(: '` -' IS AVAILABLE FOR THE CORRESPONDING SLAT SPA 60.0"q. 6'-16,_1 _7` 5 5 r" 8 7 8' 60.0 5'-5' LOAD. Y/7 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t: WOOD FRAME WALL TO BE BUILT STRICTLY IN SPECS GIVEN ON DETAIL AND PROVISIONS FRC •VA11D FOR DOUGIASIR-90UfH(G=0.46) THE FLORIDA BUILDING CODE. MINIMUMS LENGTH ------ ---- SO(1fF)ERN PINE#2(G-0.55) SIDE OF OPENING SHALL, BE 33". I. SPRUCE PIW-lR-SMT I(G-0.36) -- - t .SLAT ------ - -SPAN »�VALID FOR D0UCiAS41R-SOUfH.(G=0.46) f SOUTFEM PU+E#2(G=0.55)' _ *••VALID FOR SOUHIN PILE#2-(C.-0.55) i 10'-1 Sf4• jj .. 3 SLAT SPAN DEFINITION a y FLORIDA $UILDi11lG. CODE Non High, FOR WALL MOUNT& 1 as l - 10'-O•FOR suiD-OUT m� Qaa ,••"•'"'•.• ✓ ii 02015 TILTECO INC MAX.OPENING,8IDTN r a o INSTALLATION INTO WOOD FRAME STRUCTURES �� F N a u .}.t h i s Rolling Shutter Syst -N6-4' �►�---• _ 10E 0E C a EXPERT SHUTTEi2 SERVICES -�- k TILUT TESTING & ENGINEERtNG COMDANY 2'k:--� l'�( s!!!".".JG+ 5+..51e,Jol;NRciww:6w0ENs.n 53+66 1626 S.W. BILTMORE STREET cc \,\•��`\:•'\`•\\`•t; N t 2"PLYWOOD AND PnenF:<JosJan-tsJo Fa.:(JOSjB71-UJ1 4'\; a. .,,�\, �•\�\\, \l f t, �' e PORT 49 LUCIE,056. FL, 34884 Yn (2) 2"■s"VCW STUDS e'• STA E C}F -ma,E Ii0006719.co •Ej7� PHONE:(600)749-9DS6,FAX:(772)'871-0990 {EYP. EACH SIDE. BEYOND) 1 �� /-� ,� .••,'�4 EB-0006719 � �f� �-`�. WALTER A TI{.LII Jr. P.E. 9� Lt;$I,r'LryQT :FLORIDA Lic. A 44167 + .i+-x+x pow" '+ DETAIL 2.(ELEVATION} 0 x . .. I/T•1111111111111111aa ._ MAX ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN.SHUTTER MOUNTING TYPE, WOOD GRADE, A.S.D. DESIGN. LOAD (psf)AND SLAT SPAN RANt3E. WALL MOUNT&.BUILD-OUT MOUNT TOZ x4"WOOD STUD WALL MOUNT TO 2'W"WOOD STUD WITH MINIMUM 112"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) . SLAT SPAN RANGE MAXIMUM SLAT SPAN RANGE .. A.MAXIMU IGH - AS.D.DESIGN WOOD GRADE PRESSURE WOOD GRADE RA RANGE RATING RANGE :*. (csr) D' to 4'A,>d to 5* >$`to 6r*>6'tp 7' #>16 9'. >9'to 10' 5 30.0 < 30.0 6".. 6" 6" 6" 6" 6" SOUTHERN PINE #2 40 _ s" SOUTHERN PINE #2 40— s" 6" 6" �6" 6" 4 3/4" (G=0.55) _50: -- 6 A (G=0.55) 50 s" 6" s"� 6: 4 y3j4" 3 1/2" 60 6.. 60 6„ 6" 5 3 f4•• 5 1/4" .3 3/4" 3.. .. DOUGLAS-FIR-SOUTH s 30.0 6.' . _ ... DOUGL_AS�FIR:-SOUTH s 3000 --6" 6" _6�:: (G=0.46} 40 6" (G=.Q.46} 40 6" 6" 6" 5 1/4" 5 1/4" 4. 1/4" SPRUCE PINE-FIR-SOUTH SPRUCE PINE-FIR-SOUTH K 30.0 6" s 30:o s" 6" s" s" (G=0.36) G=Q.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1!2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) YWYUY_ SLAT'SPAN RANGE A.S.D.DESIGN ..* .. y, .. .. A, .. *. WOOD GRADE PRESSURE 0' 4' >4'-5' . >5'� >6'-7' >7-9' >5-10' RATING RANGE ' CR9i) M-0 8LI U7 Ui BU! t BUILD- $URD-OUT UItD-•OUf I Bu�tD-M1f YOUHI"W MOUNT W E MOUNT W/E MOUNT.W MOUNT W E MOUNT W E MOUNT W E MOUNT W E YOUM W E YOUM W E MOUNT W E MOUNT W E < 30.0 6" 6" 6„ 6., - 6" . 6" 6»- 6" 6,. 6" 6., 6.. SOUTHERN PINE #2 ao. 6" 6" 6 6" s" s" 6 s° 6" 6" 5 1j4 5 1/4" (G=0.55) 50 6" 6" 6" 6" 6" 6" 6' 6' 5 1/4" 5 1/4" 4" 4' 60 .6'.' :s:. 6., 6„ 6., 6" g:3/4.. ..5 3/4,. 4" 4''. 3.. 3.. DOUGLAS=FIR-SOUTH s 30.0 6 6" 6" 6`� 6" 6" 6' 6" W 6" 6"^ 6" 6" _ _— _— 40.— —&�--.6;.—. 6'• 6.;� „� -s„- ' 5 1 j2„ /2”5 1 5 1/2" 5 1/2" 4 i/2" 4 1/2" SPRUCE PINE-FIR-SOUTH < 30.0 6" 6" 6. 6" 6" 6" 6" 6" 6" 6" 5 '1/4/44 g" G=0.36 . 5t OT t.. ccttHpniuNtbonn/ MAX. SPAN FOR SLAT FOR A FLORIDA BUILDING CODE (Nan High GIVEN A.S.D. DESIGN LOAD �.Q .•'' EN 'Q Gl 2015 TILiECO INC SHALL NEVER EXCEED MAX. :�: Ll� SF - N a u t i l u c- SLAT SPAN INDICATED ON r-'o "`�"� Rolling Shutter Sys SLAT PERFORMANCE CHARTS '" I ki e c 0 •� --` - = EXPERT SHUTTER SERVICES ON 20 SHEET. z�Y' ��f TILLIT TESTING & ENGINEERING CBMpANY � (� �'' (,r 2 1755 xw.111 1'..s+.,w5,HIiG lw cuIUC%n.A+15 1626 S.W. BILTMORE STREET �O JJ�Inncc�l (aos)alt-tsm.Fo.:(ws)s7-+ss+ ' F QP •w�(,;Z PORT ST. LUC056 Fl 34984 772) e-mo8 il:titfeco®GOt.cain PHONE:(000)7N9-9D56;FA%:(772)67t-099 _WALTER A.TI'IR Jr. P.E. ocssamon orz' m.s, oauumc F€i��clt't tYf �ry}y'�dcOArip ` - FLORIDA Lic. # 44167 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 (FT)as.o. DESIGN PRESSURE RAnNG 2' 2.6.67' 3' 3.5' 4 4.5 5 5.5 6 6.667 Sf - 30.0 11 -a" 1 1'-d" ' 1 i'-d" i 1'-0" i 1`-Q" 1 1`-0 i 1'-0" 1:1 a' 1i'-o" 11"70 THIS REGION. IS ONLY VALID FOR iNSTALLAT 35.0. 11 1 1>=Q" 1 1'-d" rr11'-Q" 11'70" _-11'-d"_ 1`-a" . 1 1 01, 11'_d" / W/ 1 OR MORE STORM BARS PER SHUTTEf 40.0 11'-0" i l'-Q" 11'-a" T 1'-0" 45.0 11'-0" 0 11'-0" 110 - 11'-Q" :11 0 -11'-Q" 11 0"* THIS REGION IS ONLY VALID:FOR INSTALLAi - - 50.0 1 i 0" 1 i'-a' . 11'.-d" 1 1 0' 1 1' 0' ill' 0` 11'-d 1 1 .-0' 1 1'-Q" 11 =0" - - - - -- - ' -- " % . W/ 2 OR MORE STORM BARS PER SHUTTER 55.0 11'-0" 11'7-0" 11'-a" 1' 0" i 1'-0" 11'-0' . 1 1'-0" 11'-0, _11'-0 60.0 11 -0" 11,-•0" 11'-0" 1.1"-0" 11' Q" 11,-0" i '-0" _ -- 65.0 ll'-o" 11'-0" 1 i'-d" i i'-Q" 11'-0" 11'-Q" W-0" A1'-Q: 11•-0" * _ 70,0 .11'-0'' 75.0 ll'-o" 11'=0" 11'-Q" i. -0 11 -0 i 1'-Q" 11.' -_ - - 50.0 11'-0" 11 -01 1 T'-a" 11;'-0" 1 i' Q" 11 -d" 11`=d" 1Q'- 10" -- - - ----- 85.0 11'-d" 11'-0" 11'-0" - 11-0" 1V-01111'-0" 11'-0 * _ _ 90.0 11 -0" 11'-0" 11 -0 11'-0° 11"-0" 11'=0" - - - 95.0 11'-0" 11'-Q" 11'-0" 100.0 i1'-O" 11'-0' 1T'-o" i 1'-O" 1 i'-0" - 105.0 i1'-o" 1 1'-a" . 11:'-.Q" 11'-0" 11'-a" - - - - - 110.0 11'-Q" 11'-0" 11 -0 1 i'-0" 10'-1011 - - - T15.0 111-0" - 120.0 11'-0" 11'-0" 11'-0° 11'-0„ 125.0 11'-0" 11'-0" : -, 11'-0"- 10'-10° 130.0 i 1'-0" 11'-0" 135.0.0 1 1'-0" 1 1'70" 1 1 0 - ..- -_. __._ _._._..._. _..._-_ __...__ _ ------------- _ _ -_ -- --0" - - - 140.0 ll'-o" - 145.0 11'-0" 11'-a" 10'--1.1" - - - - - - 150.0 11 =0" i.1'-0" 155.0 11'-d" 11'-01' *Illllllllbllri - ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN +� p>>' Fl4FjiDA BUILDING CODE (Non High FEET OR FROM TIP OF SIDE PAIL TO CENTER OF STORM BAR. �++`��C ,..•••••.• ✓��ii ozols nLrEcq INC. �-r SF C1.0 �_I E.0 S -" l L E.C.O I m c. Rolling'Strutfei Syst :\ `^� #'� TILLIT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES, j 7C' 6155 N.W.J6P.SI.Re,700;NRPNIA wms,n.71166 1626.S.W. BIITMgRE STREET 0 ' y Rnana (305)87T-1530,.Fu":(700)871-t Sll CC PORT$T. LUCtE. FL. 3,49&4 SLATE i .Z(/ a-mail;!ilteca�cdl.com PHONE:(800)749-9056.FAX:(772)871-0990 Z^{)�•, <C/ EB-0006719 - WALTER A TILLIT Jr. P.E, FLORIDA lit. If 44167 - - . ti++ fj�7rrHp111111111Ni ... ... TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION Td.CONCRETE TOP At SECTION S-S SHEET 9 FOR A GIVEN A.S.D.:DES[GN:LOAD .s.f. &:STORM-BAR SPACING. ft SECTION S1-S1 (SHEET 9) FOR A.GIVEN R.S.D.DESIGN LOAD(p•s.Q,&STOF STORM BAR SPACING."a"0) 11�>u STORM BAF;SPACING"a"(Fr),: oEs(a+ Pass+xa£ 2' 2.667' 3' 3.5 4' 4.5' 5' 5.5' 6' PAIM 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5'. 30.0" - A,B,C,D A,B,C,D: A,$;C;D A,B,C,D _ A,B,C,b A B,C,D A,B,C,O A,8.c,O _A,B,C,D _ A,B,C;Q 30.0 A B,C,D _ A,B,C,D A,B,C,D A',B,C,O A B,C,Q- "A,B,C,D A,8,C,0 A,B,C 35.0 A,B,C,D A,B&,D A,B,C,D A,B,C,D- A;S;C.b A,$,C,p -A,8,0.D A;B,Cb A,B,C,D A,B;C,D 35.0 _ A;B;C;D A,B,C.D- A,B.C,D _A;B.C.D__.A,B,C,D AB,C -A,B.0 A,B,C 40.0 A,B.C,b A B;C,D A,B,C,p .A B,C,D. A,B,C,D A,B,C,D A,B.C,D _A,B,C,D_- A;B,C,D A,B,C,D :.40.0 A,B,C,D _ A,B,C,D A,B,C,D_ A,B.C,D A,B,C. A,B,C _ A:B.0 A 45.0 A;B.C,D A,B;C,D A,B.C.O A.B.C.D.': AB.C.Q -A.$.C.fl A,B,C;D A.B.C.O A B,C,D.. :A,B.0 .45.0 A,B,C,D A:B.C,D �A.B,C.D A.B.0 - A,B,C:_ A,B,C A.^ - k- 50.0 A,B,C,D A,B,C,D A,B,C,p .AS C,D A,B,C,D A,S,C,D A,B;C,D A,B,C,D A,B,C,D' `A,B,C 50.0 A,$,C,D A;B,C;D A,B,C,D _ A,8;C AB,C' A -_- A - A _ 55.0A,B.C,D A,B,C,D A;B,C,p_ A B,C b A,B,C,D A,B,C,D _A,B,C,D A,B,C,p, A,B,C A,B;C 55.0 A,B,C,D. _ A,B,C,D A,B,C __ A,B.0 - A___ _-A _ A _ A 80.0 A,B,C,D A,B,C,D A,B;C,D A�B.C�D A.B,C,D A;B,C,O A,B,C,D A,B,C __A,B,C-_A,B,C _ 60.0 A,B,C,D _ A;B,C A B.0__- A,8 __ A _ __A- _ A ___A- 85.0 A,B,C,p A,B,C,D� A;BC,D A,B,C,D^ A,B,C,D A,B,C,p - A,B�C -A,B;C_-A,$,C A"B 85.0 �A,B,C.D A,BC_- 70.0 -A,B.C,D - ,A B,C,Q AB,C,D BC_-_AB - A _ 70 0 A,B,C,b -A.B;C A B - A A- A A A 75.0 A,B.C,D •A,B,C,D A,B,C,p AB,C;D. A,B,C,D -A,B,C' .'A,B,C_-_ A,B ___-A v A :75.0 A,B,C,D _ -A:B,C _-A A - A -A_ A ::A- 80.0 AB,C,DA,8,C,D A,B,C,O __A,B;C,D A,B,C. .A,B,C - A,B;C :.:..A A - _...._A 80.0_ A,B;C. ..' A,B A A A A A -- --- A A -__A 85.0 A;B.0 A --A - A --- A -- -A- - A 85.0: A,B,C,D A,B,C.D -AB;C,b _A,B,C,D _ A 8 Cv AB,C- A,B -..._�_v.- _.--. . 90.0'. 'A,8,C.0 A,B,C.D. A,B,C,D A,B C -..A B,C_:. .__.A,B,C _--A A ------ A -.. _..A__...;- 90.0 ' A,B;C A-...-.A-_ .A -A ....- A - - - - AA,B,C A,B A AA A _95.0 A,B,C 95.6 A,B,C,D A,B,C.D . A , - 100.0A.B,C,b A.B,C _ AB,C ------A- A- -A A -- A - 100.0 A.S,C A A - A A -- --- - - _- . .. -- .- ....._ --.-- - -A,B,C A,B A- A ... A -_- i05.0 A,BGO' A,B,C,D AB.0 105.0 A,8 A A A A 1.10.0 A,B,C,D A_B,C.D A,B,C__.. _A,B.0 A A A A A A. 110.0 :A A _ A _ A' ._.___-.--.-..._..._---_. _,._. -.-_A- __ _ _. 115.0 A,B,C,D_ A.B,C_D. - -A.B.0 _ AB.0 .�A__. -_A - _ A- - _A____- A - A _115.0 A� _- A _A _ A'' 120.0 A,B,C,D AB.C..- AB,C^ .. A.B-..._ _.A-. A -�A.-.c A:--.- _.A ---A-- 120.0: A. A _A A...-- _1 ,C,A -.A,$tC A 25.0 AJB -- A-- --A----- A--- ---A-- - - .. ------ A A q 125.0 A _A A - 130.4 A,B;G,O A,B.0 A,B,C _ A - _�- ._------�_- - - - A A A 130:0 A A A- 135.0 A,B,C,D A;B,C --!LB-.0 A A A A A A .-.-__._ --....__ .-_ ..-. _._-- --- -- ._-- 135.0 A A .140.0 . A,B.C,O_ A.B,C A.B - A --. ._.._A_ A-_.....-_ _- A_.... A A---. _.-...- ._ 140.0 A - A _.A __ --- ----- - '- - ----- 145.0 A,B,C.D--- --A.B.0._.__.A.B., A------ A-- - .. 145.0 _ A. A A --- --�-.A. __A..._ _ A ---A .._. -.. _.._- _. 150:0 A.B.C.D A.B.C__. A A---I=fA .__ ._A -_ A- =---A_ - _...__ .-_._ . 150.0 A A B.055.0160.0 ABCA 8 A A A A _ 160.0 A A - .-.- ---'--- - - ANCHORS TYPE LEGEND A 3/8"o CARBON STEEL KWIK BOLT TZ EXPANSIONANCHOR W/ 2 1/2" Min. EMBEDMENT* 8t 5" Min. THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"0x1 1/4" POWERS CALK-IN ANCHORS W1 1 t/4" Min. EMBEDMENT* TO POURED CONCRETE (f'c = 3000 psi) & 3/8"o-16 MACHINE SCREWS C 1/4"ox3/4" ALL POINTS SOLID-SET ANCHORS W/ 7/8" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) 1/4"o-20, 18 $ STAINLESS STEEL MACHINE �� i FLORIDA BUILDING CODE (Non Nigh SCREWS N• P ,• ' �� C 2015 TILTECO INC. cz D 5/16"¢, ITW/BUILDEX TAPCON ANCHORS W/ F +.'� /71-L � ftoltingShuttar Sys{ 2 1/4"•Min. EMBEDMENT*TO POUREDp /�CONCRETE (f'G = 2899 psi) �GI �✓ IMC. _ TttUT TESTING & ENGINEERING COMPANY EXPERT SHUTTER SERVICES �, �• 1r C 5155 NW.36u 51..S1¢M.--f W(S.M"'IS 1626 S.W. 61LTMORE STREET •✓�STAT .OF `- n :(io11)en-Ig1o,:F4.:(105)871-151+ PORT ST. LUCIE.FL. 34984 jk` e-moii:tiiieco®aof,com PHONE:(600)749-9056,:FAX:(772)871-099C EMBEDMENT IS BEYOND ANY FLOOR J CEILING FINISH +Q� ., ,l w ES-0006719 WALTER A.TILLIT Jr P.E. srv.He': oasa+8w mrt .on..ee asaemw %Q 81GNAT p,+` FLORIDA Lic. $ 44167 om n-saa vm/+6 SCHEQt}LE 1a SCHEDULE 2a FLOOR TO CEILING�(TRAPPED)MOUNTING MAX: SPAN(ft) FOR END AND-INTERIOR MULLIONS:FOR A GIVEN WALL MOUNTING MAX.--SPAN(FT)FOR END AND INTERIOR MULLIONSFORA.S.D. DESIGN.PRESSURE RATING(p.s.f.),& A MAX.MULLION T SPACING(ft)* DESIGN PRESSURE RATING (P:$:F.),& A MAX. MULLION Sf MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(!.. _ MAX As p. MAT6uula ©4"x6"x1/4"MULLION G1 4"x6"x1/4"MULLION G2 4"x7"x1/4"THICK(3/8"FLANGE)MULLION A.S. wU6�tuM �G 4"x6"x1/4"MULLION G1 4"x8"x1/4"MULLION DESIGN MULLION PRESSURE MULLION "RAl1NG ESSU SPACING -- SPACING .. - RATING (psL) ( ORIENTATION #.T.{Qt .ORIENTATION X12(Q)t ORIENTATION.#1 �}t ORIENTATION-#2(Qj � ORIENTATION #1 (o}'I'�_ORIENTATION #2(0)1' (P-'o (R)-d ORIENTATION #1 4#t ORIENTATION #2 Qt ORIENTATION .1 (=}'f' ORIENTATION j END INTERIOR. ,'END INTERIOR END INTERIOR END _INTERIOR END END ' " INTERIOR ,.. END INTERIOR :END INTERIOR END 'INTERIOR END IN 7'-10" 9'-8" 7'-3" 12'-0- __.9'-4'' _:10'-7" 8'-0" _12'_6• .---__--_'9'-8" .._�7�--66"_12'-6" 30.0 _ 20'-0_' T-70' 9`-8" �' 7'-3" 12'-0' 35.0 20'-0" - 7•-4" -'-9'-3"'- 6'-9"-- .11'-5' 8'-8" 10'-O'. '71-7' 12'-6' B'-11"_, _ 6'-11" 12'=6": - 35.0 _ 20'-0• 7'-�4• --9,-3• - 6•_9"-- -11°_g� 8'_8•"- 10'-0" ._ 7'-7"._..--I: _ A0.0 20•-0'- fi 10`- 8'-10' 6'-4"- 10' 11' _ 8'-1" 9'-7" 7'-3" 12'-6' 8'-S" 6'-6 12`-6" 40.0-_ 20 0 ::6'-1D $'-10' 6`-4' 10-1]' B'-1` 9'-7" - 7'-3" 11 -fi 6- : - 8'-6' 6'-6' 10'-6" T-8' 9'-3 "-71' _ T2'-6" ' 6'-2' 12'-b" - 45.0 20-0 6'-6" $'-6" 6'-6" 10-6' T-8' 9'-3' - 6'-Il"LL is 50.0_ 20'-0' 6'-2" 82 '6'-0" 9-11 7"=4" 8'-17" 6'-T - 12`-6'_ T-4" 5'-11' _12'-6'_ - 50.0;. 20'=0' 6'-2' 8'-2" _ 6'-0 10"-2' T4" 8'-11" 5'-3' _1; 55.0 '20'-0' __F_ -5,-g _.B-0'_ 6'-8' 8'-T" 6'-3�- l2',-4� _ 6•_8^ 5•._7" 12'-6` 550: 201-0 5'-it- _ 7 ii" 5 9 9'-t0'_ -_7•-p" -8:.-i` - _d'-10' 1' 60.0 79'-5" S'-9' T-9" 5'-6" 8'-6' 6'-4 8'-6" 6'-2" - 12'-0" _-- --s--4- -- J.. -_.5'-6" _J2'-6" 60.0 .'a19'=5.' 5'-9'_... T-9' _ 5--6" --9^8" -- 6-10 �g•_6, - 4'-8n .. 1i 65.0 18'-4' S'-9 T-9" 5'-4" 8'-4' _6'-4� 8'-4"_ 6'-2 _i t'-10' 6'-4" 5'-6 - 12`-6" -65,0 18'-4' S°-9 Y-9' 5'-4" 9`-7: 6'-10' $'-5" 4'-8' 70.0 17'-4'. 5-9. 7'-8- 5'-4" _.._$ ?-_ ._6..=3-_ .8'-2'.__.. 6'-2" 11 -9` _ 6^--3" V-6 ._12-6 70.0 _- -.1T-4' �5_-_9• .: 7=8'..._.�.5_4" 9'-6' 6'-10' _8'-4` _4'-8" 11 75.0 ib'-67 T-9" �'-T 5'-4` 8'-4' _b'-3" 8'-0': :6-2'- 17-7" b.-3 _5-6 _ 12'-5__ 45.0 _15'-6� $'-9' 7,-T 5`-4' __i';5- b'-70" 8�3" 80.0 15'_9- S'-9' T-T 5'-4" T-10" 6,-3' 7-10" 6'-2" 11'-6' 6-3" _-_ 5'-6 12'-4" 80.0 15'-9' S'-9" T-7" 5'-4' 9'-4` 6'--10" .8'73" 4'-8" 11 85:0 _75-p' S•-g' 2'-7° g'_4" T-9" 6'-3 T-9' 6'-2' 71'=5" - _6-3--- _5�-6 12`-3 _ _ 65.0 _55'-0" 5'-9" _ 7'-7-.. _ 5'-4" _ 9_-3 '--. ..__ ' - ` ' " - -- ' - , " _ -- _ ' 6';10' 8'--:2:' 4'-8- _T-9" 4'-8' _T-9" 3" 11 6-4" T4'_2' 5'-10" 7' 5'-5' 9'-3`_ 6'-11" 8'=3". 4'-10" _ 1i 1T0.0 14-2" 10" ' ' " t 95,0 f3'-5" 5'-10" -T-T - 5'-6" - T-9' 6'-5' T-9' 6'-.4" t I=5` 6'-5- 5'-8 12•-3 95.0 ^'13'-5' 5'-10"'- 7`-7-- - 5'-6" - 9'-3" -'6`-71' 8'-3` 4'-11 11 .�.. ..._ ..u... _._.-- _100.0 p2.-9.. 5�11�. -7�7"._.._._5-7""_-----T-9" -6'-6- ___. -g......__6"4__-. 1_5. ;6. 6.. 5'-9 _12--3.-- 100A __ 129" 5'-11' _-T"7.�....5-�� .9•-7_ -7-0� 8-2" _ 5'=0'._ 11 IG&O 12'-2"_ 6'-0' T_7' g'_7" 7 9^ 6'-7" T-9" .6'-5-5' 11'-5" 6'-7" _ 5'-9 12'-3 105.0 _ 12'-2" .6•-0" 7`-7- �5'-7" 9'-3' 7`-1" _ 8•-2" .._g 110,0 __71--7-- 6-0---7-T._._ 5�8" --?-9- -6 ---`78°---6'-6" 5'-10" 12'-3--- N0.0 _ 11•_7• _ 6•_0• 7•-7•_ _ 5•-8" 4•-3• _7•_2• .8'-3" _ 5'-3" 11 _ _ 7'-9" _ 6'-7" 11'-5' 6'-9' _ 5'-11"_ 12'-3 115.0, - - -- _ 115.0 1)'-1' 6'-1' 7'-7 5'-9` T-9" 6 9" _ 11' 'i 6'-1" T-T 5 9 9'-3'_ 7 2 8`-3" 7'-9' 6-10 7'-9" 6'-7" it'-5" 6'-10' b'-0" 12'-3 120.0 `IW-8' 6'-1" 7'-6" 5'-9" ._.9-3• 7 3 .8•_2« 51-8• 11, 6'-2' 7'-7" _5'-10 710_" --7-0.'- l'-10_.__6'-9" - 11'-5" _.---' -� 6..�'1_._:?2'-3 .125.0 _ 10'-2^--- 6-2-2-- TAT 5'-t0' 9�3• _._.-7'-4- 8'-S^7-8-3^- 6�-9" 11 130.0 9'-10" '6'-3 T-7" 5'-10' 7•-9' 7'-0' T-9', - .6-9 ii'-5' _ 7'-0" _ 6'-1' 12'-3 130.0 _ 9'-10' 8'-3" 7`7" 5'-10" "9'=3' 7'-4" 8'-2' -._ 6-9" 11' 135.0 9•-5" 6'-47 .--._7�-7_...-55-11_ 7�-10"' T�2" _ T-10'_ 6'-10' _11'-5 --_`-�-?P -6- 72^3 -- .135.0._._8`-5'- -8-4'. 7'..T -_5'-11- ..__9�-3" T-5' 8'-3" 6'-10'. 11' _140.0 _4'a' .. 6�4 .. 7'-T -._6�_0. .. . T-10".._-7�-3" _.T_10' _ 6'-11" t1--5..--`-- 7,-3- _ 6'3'.__ _12`3 -140.0 9'-1 _-6"=..4_._. -7`7 _._ 6-0" ._9�3 T-6' 8`-3" 146.0 -8-10"-__.6--5•__ -7,=6^.-_ .. -4--- 7------9" _ 6'"11 -115" 7-4" _..._ _. 63' 12-3 _ 145.0 _ 810__ 6'-5^__ _ 7,-6 -6,-O" 93_3' T-6" 8'-2" 6'-17' 11' .._�_7�_...._6=1....._......_�-9 _...-75" -- 7----9 --_ T•_-0'_._it•-5'_ 7-.5_-.�.._ _.. 6-�� _ 12--3_..- -150A $..�._6" '_ 6=6_" _ T-T .6`-t"_ 93' T-7_ -$'-2' T-0' tl' .._ __ �._ . .._._ _ .. .._ _. _.. ..--- 155:0 6'-6" T-7' 6'-2"-- 7-'9-- -.7..=-6 ._ -9"._._..._7-1•--- 1�-5'-- -_7_-6" ..._.. _.._ 6•-g' 12'-3_ _153.0 _ 8 3" 6�6 -- - -7•-_ '6'-2- 7'- 6-2' _ -3 7'=8 8T:: T-1 11' 160.0 8`-0" 6'-T T-6' 6'-2" T-9.... T-T 9`... T-2' tt`-5' 7`=7" 6'-6 12'-3 16DO 8'-0" 6'.'7" 7•-6' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHP t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF.PRODUCT. _ rEND MULLION z _ �3 1= `I._INTERIOR MULLION FLORIDA BUILDING CODE (Non Higl L_ N /''1 --� _ '"i+, >:3015 TILTECO INC. N W U t I l U t N0, Roltin.g.Shutter, Sj MULLION SPACING:"S" '4 -`*_ t --� TL E C Q �qc. "'fl• TILLIT TESTING & ENGINEERING COMPANY EXPERT' -SHUTTER SERVICE 9''• -s 'Wit '�j` 8x55 N.N.36th 6L,51a.]O6,NFrc_GMD[N5.n'] 06 1626,S.W. BILTMORE STREET :. �t'l (� +sxo,. {3a5Wr+-Iss+ PORT ST. LUCIE, FL. 34984 loRILP (.�/` n-moil:-000®Ootc°m PHONE:(800)749-9056;.FAL(772)871-0S y l� •:; C� `� EB-0006719 4-•- _ F1 �� WALTER A.TILLIT Jr. P.E. �,w mcvmwN wrt :uv..eie ,mxm 47� YDATE FLORIDA Lic. # 44167 +:.: oie n-x•x .no7n . .. ... �r \ x SCHEDULE 1b SCHEDULE2b FLOOR TO CEILING TRAPPED MOUNTING MAX. SPAN ft FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN ASD DESIGN PRESSURE RATING(a s f) & A=12'-D"MAX.MULLION SPACING 01)` DESIGN PRESSURE RATING(P.S.F:) &'A 12'-0"MAX.MULLION SPACING(FT)' MAXIMUM MULLION SPAN(Fr) MAXIMUM MULLION SPAN{Ft} MAX 'ASS.D: MAXWUM ©4"x6"x1/4".M_ ULLION Gt 4'x6"x1/4"MULLION:: G2 4•x7'xt14'THICK(318"FLANGE)VULLION DES :MUMAMW d 4"x6"x1/4"MULLION G1 4"x8'`x1/4"MULLION RATINGSPACING ,DESIGN MULDON RATING ,} `ft} , ORIENTATION.(ft t ORIENTATION �2.(Q)rORIENA".ION �1 (�)�" ORIENTATION f(2(Q)t ORIENTATION �1' )t ORIENTAPRESSM SPACING TION p2(Q)�t UJON FR ft ORIENTATION #1 : "r ORIENTATION N2(Q)t ORIENTATION ((i �)t ORIENTATION.f2:(Q}t t END INTERIOR END INTERIOR INTERIOR END INTERIOR END END INTERIOR END INTERIOR . END INTERIOR END INTERIOR- END INTERIOR _10.0: i2'-0' _ll'-7` __ t i'-6` X9'_9• 12'-6' 12'-6" t0'-7; 12'-6":.._ 72'-6' Lt"'-3' _ -i 2'-6 - 30.0 22'-0'__ _ 9�-9' tt'-6' _9'-9- 12'-6' 72'-6` :i2`-6' 10'-7"_ 72•-6• 35.0 12'-0' 10'-T 70`=11=11" g^^2�_.--12'_6• 17•-11• tp,-0• 12,-6• 12,-6, -. 10'-4" 12,-6„ -- 35.0 12 .O': 9'-2` _70'-11' 9'-2' _12'-6` 12'-6' _11'-11' .10'-0• 12•_6• -40.0 72'-0" 9'-70` YO'-S- B'-9' i2'-6- - 9'=T 72'-6„ 60.0 12'-0` $'-9" 10'-5�' $'-9` 12'-6' t'1'-8" it'-4•_.45.012-09-3 10'_7- B'-4' : 12'-S-S: 10-11 .: 9�-112'-6' ii'-Y: 9-0•- t2-6 .. .45.0 12'-0 _. J.Bu4.";_..10'=1' 8'-4' 125' 10'_19• tO•-11• 9• 1+ . 72•._6"50.0 72'-O 8-9 _ 9�88-7_ 70-7 8-9` /2-6 . 10�-T• 8'-6' 12-6' - 50.012'-0• gni i 9`-6` $-7�, t 2-fl`w t0'-4` t0._T�. 8'-9-. 12'-6"55.0 12'-0' B'-4' 9'-5' T-1O" '11,'-B " 10'-3'. �8'-6"' 12'-6" 10'-1' 8'-1' 12?'-6-' 55.0 12'-0' 7'-10" 9'-5- 7'-10' 11 8- 9'-10_ 10'-3" B'-6' 12'-6" 60.0 12'-0` 8'-0'- 9-2 -7-6^ it 4 9'-11- 8 3• 12 6 _9'-7" Y.r9rt 12'-6' _800 12-0 _7-8"_ 9=2" 1'-•6' 11'-4' _ 9'-S* 9 '11 8'-3• _ 12'-6 _ 65.0- 12_-,-0' 7'-8' _ B�.11_ ..T'"2' _--11-0' 9�-1__ 98-_80� __12=_6•.._ _....._.gs3^ ._7'•"5-_. 12 .-6„ 85.0 _12-p.. 7•_2• 8•_11• _. _7 _-9=t"._ 98_... HvO 72-'--6•'-- 70.0 12"-0' 7'-4` 8''8- Vw11- ,0'-9i 88=0' 9'-5" T-10' 12'-6' 8`-I1' 7'-2_. 72:-6' - 70.0 12'_0'_ 6'-tt` _ V-8, V-11` 10'-9' 8'-9' 9'-5` Hm 72'-0" T-1' 8'-6' 6'-8' .10'-6 . 8 S' 9'-3' T-8' 12'-6" 9'-Z� 6'-11' 72'-6' _ 75.0 12'-C' 6'-8". 8-6 10'-6r:6'-8' 10'-6` _ 8�5" _ 9�3'- T-B' 12'-6. .. 12'-0' 6`-ii^.. 8'-4' b'-5` 10'-3� 8 Z" 9'-0' -7 5 t2'-6� 8'4" 6'-8' 12•_8•. _ .80.0' 12'-0' 6-5-5"_ 8' 6 5' 10'-3'- 6 .2". 9'-0' 7'-5' 72'-6' -- 12'-D' 6'-H" 8'-2' 6-3` 9'-9": T-11y' B'-10' 7=2` 12'-6' B'-1" 6'-6_ 12'-6' 85.0 12'-0�-6'-3" 8'-2' 6-3' 10'-1' 7 i t" B'-10' 7'-2" 12'-6` - _ 12`-O 6 8-06-t' 9-2 --7_g• g_g• 7_p 72_5 -.-_ 7'-t0`---6 4'- 12'-6' 00A 12'- ._ _. -1 _ -6' 9-t i7-8^ 8'-8". T-0'12'-0` V-4" 7--fo- S'-tY 8'-8' 7�5" B'-6'_ 6'-t0`_ 12-1 --_ 7-5_- _--- _6'-2' 12'-8_ _ 05.0 12'-0" S'-t1" T-10" 5'-11 9Y-Hv _ T-6 ._8Jfi't2'-0- 6'-2" ?'-8 __ 5 98-3 T=0 ..g,_3. g._g" 77'_9' T-0" 6 0- :T.2'r6' __t00.0 _ 720� -g-'- 7'-B $'-9� 9'-T" T-4" H'-5'Y2�-0' 6'-0" T-7` 5'-& T-10" 6'-8" _ -- ,__ - - 105.0 __12'-O- S-8', _ T-7 8'-8" 9'-4 T'-1' 8'-3' 5-3` 11'-6-6 - SCHEDULE 2b' (LIMITED LOAD MULLION SPACING&SPAN INSTALLA SCHEDULE ib' (LIMITED LOAD MULLION SPACING&SPAN INSTALLATION) WALL MOUNTED MAX.SPAN'{ftLOR END&INTERIOR MULLIONS-FOR A FLOOR TO CEILING(TRAPPED I MOUNTED MAX SPAN(ft)FOR END&INTERIOR MULLIONS FOR A A.S.D.DESIGN PRESSURE RATING(p.s.f.)AND FOR 12'-D" CASE 1)&V-0"(CP GIVEN A'S D DESIGN PRESSURE fp s f 7 ANO FOR i2'-D"(CASE!)&8'-D"(CASES to&11)MAX-MULLION MULLION SPACING(ft)' SPACING(ft)' MAXIMUM MULLION SPAN MAXIMUM MULLION SPAN (F. x x x MAz G 4'x6'xt14'THICK G1 4'x6'x1/4'THICK G3 2'x7'x114'THICK M00MUM G 4'6' 114'THICK G�4'6'x1/4'THICK t MAX i)6o3iA7Gt7 D6 WUWON MULLION MULLION. pR � MULLION MULLION ._ MULLION MULLION ,,,, END �M PRESSURE Sp� (o)ION 11 ORWAMN(;D)fi } �)tR it 9Po£}IT,, AMN it ORifMATW!1(R 1 CAM RATING 4PACNO ATIM(i 00ENiATON+ R7ENTAtxxJ f t DRIENTATION{1 OWITAWN ASM)N 11 ORIt}77ATION 1 (N)• (0)t {P.af) -_. �� (Q)t (�+)t j MULLION END INTERIOR .END INTERIOR INTERIOR END 'INTERIOR END INTERIOR- INTERIOR END INTERIOR 30.0 12'-0" - 12'-6' 12'12' 6' 12'=6" -12'-6" ter: _ :.. - - 12'-6" 12'-6'- 12,_6• I2,_6„ TT•_0- - - - -_ 30.0 12-0'.--_ _ _ ... _...._-.-.- ___ ._ O. _ ------17t 35:0 72'-0' 72•-$' 12'-6` - 35.0 t�2'-0" 12'-6' 12' 6` 11'-11" 72'-6" - 11'-0• _ _- 40.0 12'-0" - -..�_12•-6-- 11'-8• t 1•_4•. 12•-6� - ..40A_ 12'-0" .__ ._..12.-8� 11'-8' tt-4' 12 66� _- 1t-O w t: _-t - 45.0 12 O^ _12'-5" - 4&0 _72' 0" 12'-5' ,0-11- 1q-1 t 12-6'. ___.__ 11'-0" ,_ _-_-._ CJ.E I' 50.0 12 0 - 12'-0" 10 4' 10-7""..�_ 12'-6" CASE Ii2'-O- ___--- - - - _ - �r.� - - --... _.. - -- _.500 . _.----- 12'-O� .t0--4-_.._ 10'-7"_ 12'-6'_ _.--- - i t-0" J �. .=#-MULLION 55.0 12'-Q'_ - i T•-8' 9'-70" 10-3 J _=. I - - _. 55.0 12'_p _ _ it'-8" 9'-10" .. 10'-3"._ .12'-6` tl'-0' 60.0. 12'-0' - 11'-4' 9'-5' 9'-1.1," 12'-6" -60.0 T2.-0. '"T1_4" 9,-5 9i1 _t2'-S' - it' 0' I J _ _ - i_ -- = 6o.e t2'-o• ,,.=3' s'-4- 9 ,;� iz'=s- 80$ 12,_0" _'._ 11'-3_ 9-4' _ 9'-11" 12'-6". 1 7'-0' „:.t,-,,,.,.....�.,,,.,•.,,:...7, .:30.0 8'-0` - ..g•_p• gp' g A. 30.0._ .H""-0". t2.-6• L126' 12'-6` 12'-6-- �_..,._ ii'-0' - -- ._ G _.^5^--�-•5"_; 35A B'-0-. - 9•'O�__..g_-0"- 0".. _9'_0" 12 6' 6' 12-6�. .__12'=6" _. 11_0"_. �. 4MO $'-0" _ - 9'-0" 9'-0- 9 O" _40.0.. $:-¢".._ :-=__. _.iz�6".... 12'-6- 12'-6- _�z`-6' ._-__-- --_ _ MULLION SPACING:"S" 4s.o._ s'-o•-..- -- -g-°' __:g-r=q'_ y-o_`. _s•=off..- - _450 _ B'=0.. .__-.._._...19-6_ 6_ 12-6' 12-611_p - - 50A 8'_0. _ 9'-0" ._9.'0�_ .._.s-0- 9-o-C'�� 8'_p• .72'-6" 6' 12'-t' ..12'-6' - 71,-0' - �.__.-..___.-___ ___._ 56.0 8�0` 9_-q" 9:-0 9 0-6' �_ MAXIMUM MULLION SPACING SHALL BE SUCH ten. �.o _$'-o"60.0 8-0 _ 12=2" _ ? tt�4' _ t2'-2' ' THAT MAX. ALLOWABLE SLAT SPAN.FOR THAT o - - 9'-0' 9-0-_ 9'-OT O' 11'-4" 12'-0" - t - 70.0 _ 8'=0' _--_- 9''�_ 9'.-O>- _ 9`0-- 9-0" -- 3oio _. B'-o' - 9''0' - g'-o-. _9'-°--_.9=p„ - ------;s,-o-' DESIGN LOAD SHALL NOT BE EXCEEDED. - . .. 75.0 w�B'-0' 35.0 8'-O" 9'-0' 9'-0" 9'-0` 9'-0" -9 r..0, _ .. --- _ MULLION ORIENTATION IS AS SEEN FROM THE _�.o $'-o': ___ 9'-0' 9-0, 9:-° _.. 9'0'-- -- 40.09"-0" -- 9=.0 _ --' 9'-0 9�0�. _--0•----_ --_--- --' OUTSIDE EXTERIOR OF PRODUCT. -0- ... _0, -0 9- -....__9'0- ._...:.-9'-0" ( ) 50.0 8 0" 9 0:__ 9 :0__ _c). -9-0* 9•-p- 05.0 B'-0' - - -- -9._p.-'9._O• 9'O�_ 9 0".__ .. p_ g-0_. 9 O 9 0• 9 0'_ 9-Ot 2^O�. itN111U111 - -- t� �•Ittt to0.8 8'-o" 4'-0' 9'-O'. 9'-O' 9 O" 60.0 8 Q. 1I� ttt7�I� ... t\t\ CASE Q - 65.0 8-0'- _ -__- 9-0-- -9'-p" 9-0' 9'-0" _ 9'-�"_ ��\ L` .,�� cif FLORIDA BUILD4NG CODE (Non High,' 70.0 81-C). .9-0' 9-0- 9-0�, 9-0" - 9'r0' . ___ ... _ -- ....__..-_ _ 7s+ �� S, -'.„9�� 0 2015 tILTECO INC. -75.0 8`-O"` 9'-O 9-0� 9 OT 9.p• 9-0' (_ 80.0. g�_0-0" - 9'-0' 9'-O` H 9'� 9-0.` g•_O- ',f --_. -_-- � -' � ,gym 0 Nautilus 9 O• _ $'-_9_ - H 3 ••_ 4 0__ --- 9--0• _. �"'''' TL E�+a 1 N c .. Robing Shutter,Syst g'-2„' 7 9' 9 0_.__ 05.0 $-0"..,_ __,_ 4-0'- 7�-$_' 7;4'• 9-0"- _-_____- 9-�• .. 3..fl; TILLIT TESTING & ENGINEERING COMPANY EXPERT 'SHUTTER SERVICES 100.0 8-0' 9-0' T-3' 7'-0' • 9'-0" - 9'-0' „��,7 /5�� cads n.w ssm.'Si..si. ms.NRur+u.uRo4+5.n.331 66 1626 SM. $ILTMORE STREET / Rnon• (705)87I-1530.F•..(aos)e71-1571 PORT ST-. LUCIE. FL; 34984 IF ANCHOR CONSISTS OF HtLTi,INC HUS=H SCREW OR POWER FASTENERS; '��O,� F(CRyUp ��. e-mar (atecofAaot cam PHONE:(800) 749-9056;FA:(772)871-0990 WEDGE-BOLT ANCHOR.SEE SCHEDULES 9&2.ON SHEET IDA. �� E$-0006779 i .m.w. aeaewriroi. art uv,.. - msamvm. �1YALTER A. iIL41T Jr. P.E t, ((�{ y•",\ E FLOROA tic. if 44167 a5tt-tax allalts -+ . s 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 A.S.D. DESIGN PRESSURE RATING(p.61),& A 7'-0"MAX. MULLION DESIGN PRESSURE RATING(P.S.F.) & AND 7'-0"MAX. MULLI SPACING(ft)* (FT) MAXIMUM MULLION SPAN(FT) MAXIMUM:MULLION SPAN(FT; MAX. : ... - -. .. MAX. - A.S.DpES MAXIMUM O4" 6"xi/4"MULLION � MSN ©4"x6"x1/4"MULLION PRESSURE M 74"x8"x14'`MULLION RESSURE RATING SPACING .. RATING SPACING -: - (PA'1') (R) . ORIENTATION #1,.(o)t ORIENTATION N2((])t ORIENTATION #1"Qo)t ORIENTATION.#2:(0)t ORIENTATION #I (o)t�ORIENTATION.d2 (Q)t (P-�•1'). (R)� ORIENTATION Q7 �)t;ORIENTATION k2(Q)t ORIENTATION.jl.(=3)fj ORIENTATION //2 END INTERIOR .END INTERIOR .END INTERIOR END :INTERIOR END END . . INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTI 12'-6' 12'-6` 12'-6' 12'-6' 92'-6• 12'-6' 12'-6" - 12'-6'• _ 12'-6" _12'-6`__12'-6' 30&_ .7'-0' 12'-6' _ 12'-6" 12'=6' 12'-6' 12'-6' _12'-V 12'-6' 12' 35.1 _7'-0' 12'-6'. 12'-6• _ 12'-6"__72'=6' 12'-6' 12'-6' -12'-6' - 12'-6" __ 12'-6• _ 12'-6 12'-6� $,0__ 7'-0" 72'-6" 12'-6" _ 12'-6' :12'-6'. "12'-6' 12'-6• _12'-6"---- 12' 40.0 T-0' 12'-6 12'-6" _12'-6-. 12-6' 12'-6' 12 6. _-12'-6'- -12'-6' '12'-6' 12=6'__ 126" 12'-6" 12'-6• 12'-6' 12'-6'-_ -12'-6' 12'-6' _ 12' 45.0 7'-0' :12'-6' '12'-0' 12•_6":. 12':6"'. 12'-6' -12'-6" 12'-6' 12'-6" -- 12'-6' _ 12'-6' 12'---8 _i45 Q _ 7'-0- 12'-6" ..12'-0- 12'-6" 12'-6• :_.12'-6--- 12'-6" .12'-6' 12'. 50.0- 7'-0' _ 12'-6' 11'-7'._ 12'.-6• 12'-6' 12'-8' 12'=6•_ 12'-6' .12'-6'- 12'-6' . t2`-6---- 12'-6' 50.0_. _7'-0' _12'-6" 11'-7' 712'-6'- 12'-6' 12'-6' ---12'-6' 12'-6' 12' 55.0 7-0" 12'-6" 11'-3" 12'-6' 12'-6" _ 12'-6 12'-3' 12'-6' _12'-6'- _ 12'-6" =12'-6' 12'-6 _;50_ _T-0" 12'-6" - _71,-3_-.12'=6 12'-6" 12'-6"----12'-3" 12'-6" 12'- 80.0 �7'-0' _12'-6• 10'-71 '- 1.2':-6' 12'-6_ 12'-6" :11'=11' 12'-6' 12'-6 - 12-6 12�=6' - 12'-6" 60.0,_, 7-O_ 12'-6 10'-11` 12'-6� 12'-6" 12-=6'- 11`=17." 12'-6' --12'• 65.0 7'-0'_ 12'-6" 10'-8" _ 12'-1'- 12'-6"- 12'-6" 11'-7" 12'-6' 12'-6" _ 12'-6" 12'-6' - 12'-.67 65.0-_77=0" 12'_6" 10'=8' 12"-1' T2'-6' 12'-6' 11•-7" - 12'-6 12'- 70.0 12'=6' 10'-5" 11'-6" 12 6' 12'-6' W-3... 12'-6' 12'-6__- _ -12'=6'T`_ 12'-6 12'-6 __70.0 _�-2� _12'-6 -10'-5"__.11'-6' 12'-6_. 12'-6' 11'-3" 12'-6' _ .12'- 75.0 _ 7'-O"_ _12'-1" . _ 40'-2-__ 0'-11- 12' --_-2'-6 - i l-0' 11-11" 12'- __-12''-6": .'-- 12'-6" 12':=6'. T2'=1'_ 12'-6• 42'-6• 11-D• _1 -11' 12'- 12' 2'- -12'10'-10"80.0 -D� 11`= -11062"-4' 2'-6' 12'-612-6"112'-6' 80_07'-O 11•-6' 9-11' 1O ' -6. 12'-6'. 0'-10' 11-5`_ 85.0 7'-0' 11'-0' 9=9 10'-2" 12'-1" _12�-6° 10'-7" 11--0" 92'-6' 12'-6" _ 11'=.4• 12'-6"_ g5_0_ T=0" _11'-0" 9'-9' f0'-2^ _72'-1" 12'-6 1,0'-7� 71'-0" 12'- 90.0 7--07__10'-7" -9'=7' -9'=10" i l'-10_ 12'-5'- - 10'-5" 10'-8" .12'-6': 12'-2" __ :10'-10" 12'-6" 9p-0_ T-0' 10'-7" 9'-7" 9'-10" 71'-10' 12'-5'---10'x••5'- 10'-8' 12'- _ --- 950 T-0" 10'-2' 9'-5" 9'-6" 11'-7" 1Y 11' 10'-2" 10'-4" 12'-6" 17'-9" 10'-5 12' 6" _�$.0 T-0" 10'-2" _ 9_5_ '9'-6` _11�-7__11'-11"_ 10'-2" 70'-4" ..12'- -- 100.0 7'-0' 9;-107 - 8'-3 ----9'-3' _11'-5' _11-8'-- 10'-0' ._10'-1" - _ 12'-6_.. ._- 11�-5".---- ._.10'-1'_ 12 6' 0P-0__..__ 7'-0' _ 9--10" 9'-3' 9'-3' 11._5•. 11,-6" 10'-0" .:70'-1" "12'- 105.0 T-0' 9'-.6'- 9'-1"-- 9'-1 --1'1_'-3' 11'-2 9'-10" _.9.-10" 12'-6--.--.11'-7_' ._..-9_9_ _12_.6'_,- tOS_0_ _.�=0_ ..._ 9'-6 .._9`-1_ _9_t17_3;_ -11' 4 910• 9'-10" 12'- 110.0 7'-0" 9'-3" B'-11' B'-10" 11'-1' 10'-10" 9'-9' 9'-7` 12'-6" 10'-9' 9'-5' 12'-6" 110.0 ._ T=0' 9'-3_ 8'i11' 8'-10" 11'-1, 10'-10' 9'-9" 9'-7" 12'- 115.0 7--0" 9'-0' 8'-10 8'=7" 10'-11" _10'-7' 9'-7- 9'-5' 12'-6" ._ 10'-5 _ 9'-1' 12'-6" X14.0 ___7!-0' _9_0" __-8'-10'_ 8'_7`-_-10_-11 ._7D'-7ft_ 12'- 120.0 T-0" 8'-9" B'-8' _8'-5" 10'-9' f0'-3" _ 9�5"_-_ 93'_ 12'-6' _ 10-2" __9'-10°_ 12-6". _120AT40 8-9'_ 8'-B' - .85'^ _10'-9-_.10'-3" B'-$" 9'-3' 12'- 425.0 -7'.-0" 8'-6' _ 8'-7" 8'=2" 10'-T 10'.=0'. 9'-4' -- 9'-1" - :12'-6" _--- 9'-11' 8'-T :12'-6" _.125c0 __7'-O" B'-6" B-T B'-2" 10'-7" 10•_0• --9•_4•-" -9•-1-.-- 12'- __. _ __-- _ _ _ _- __ -T_ _ .. _. _ _ 130.0 T-0' 6'-4" B'-5" 8'-0" 10'-6" 9'-9" _ 9'-2' _ B'-11" 12'-6"_ _ 9`-9' _ _ 8'-5' 12'-8.' 130.0 _ T-0" 8'-4'=4' 8'-5' 8'-0" 10'-6' 9'-9' 9'-2' -8'-1112'- _135.0 -7,_0. 8•_2" ._.8,_4. _7•_9 10._4- 9._7" 9,-1. -._ 8__9" 12•-6.- - .g_6• _-.____8,_2" .. 12,-6` _13$.0_.. T-O" - 8-2' - B'=4'-- T-9" 10'-4' 9•_7" _ 9T_1" �g'-g• .12•_ 140.0 T-0 _ 8:-�._ 8-3" 7-7" 9_4 _ -_9_0-- -6'-7",- 12-6�---'---9.._4- .._8-0- 1 -6�_. .740,0 7--0 B-0• _B'-3- �_---7".. .. lo__3 9-4" 9�-0" �B'-T 12'_ 145 0 T-0 T-10 8'-2' ._ `5� _.9.-9" g-2�_..._8_10� 8_-612'_6'_ _-9_-2� _. __-T_10" _12'-6' 14b Q._ T-0". T-10" 8'-2_ _T-5". 10'-1' 9'-Y 8'-10'_ 8'-6" _ 12'_ 1500 ._T-0' T-8" 8'-1• T-4' _ 9'-5' 9'-0" _8'-9'_ B'-4" 12'-6' ._.- 8'-11 T-8" - 12'-6' 15p,0T-0'• T-6". 8�1_ _7_4 707-0--_ 9-p 89" '-4- -172_- 155.0 T=D _ _ T-6' 8'=0_ J'-2" 9'-2" V-10"_. --8 8'----9-3" _-12'-5'- -' --,8-9' -- .._7'6` _12-6'_ 155.0 T-0'-'. 7-6---_ 8-0"' _Z-2"- - 9'-10_. .. B'.-10" - B'-8' -- --8-3 12'- 160.0 T-0 7'-4" T-11" 7-0' --8'-10" 8'-8" 8'-7".. .8'-1" 12'-2" 8'-8' 7'-5' 72'-6'. MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A-S.D.DESIGN PRESSURE RATING SHAI t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. END MULLION J -0 1- 1 �w I I INTERIOR MULLION L= - ��,, Q•A' TIL��Tq��' FLORIDA BUILDING CODE (Non High -"s" "f s- .��P. �EN 'moi C,2015 nLTECO INC. SF. Nautilus MULLION SPACING: "S" - _ 4` - lL E C O INc. Rolling Shutter Sy. ----: * = TICCIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICE. 1626 S.W. BILTMORE STREET r•{F-TK 0�-�'r, J61N.Sl.filo.]OS:NPpMu GApENS,n.JJf 6a . �'A-• JIIJI^- 41 vlwe (Jos)a7hlss0 Oos)87l-ls)1 y �� e-rpail;UTlecoaaoLco"I PORT ST.'LUCIE, FL. 34984 . �i 0�'•,FLOR '�� E6_(30 106719 PHONE:(800-.-!)749-9056 FAX; 772 wrt Aar.x( )971-09' - � WALTER A. TICCIT Jr P E. 'a"• FLORIDA U.. N 44167 ..:i alnv V.o/l5- 5 - ..