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Opening I Size N (W x H) to 1. Accordion 44 x 65 fr1 2. Accordion 44 x65" J. A ---3 N — - ®- - — = 3. Accordion ._ __ 44 x 65—- - - - - -- - - -- - - - ------- - - - --- _ m— - 4. Accordion 44x53 z 13 in S. Accordion 44 x53- OLn 6. Accordion 24 x53 a wF 7. Accordion 24 x 53m . 8.-Accordion 34 x42 omit existing a O Y a al Y 9. Accordion 34 x42 7 o j i S H U T `T E A C 0 8 P 0 R1,A T 1 0 N 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545-3297 Property Information Building Information r, Owner: Robert Padovano Wind Zone: 170 MPH. Address: 10851 S.Ocean Blvd Exposure Category: D Lot#1.17 Minimum Building Dimension: 30 ft. Jensen Beach,FL 34957 Mean Roof Height: 18 ft. Risk Category: II Design Pressure Calculations Opening Location L — Device Device 1� Device EMax Positive Max Negative Number Zone Width (in) Height(in) Elevation (ft) Pressure (psf) Presse je(Ps f) P-1 Int 39 26 7 47.3 -51,1.4 _-P-2 _...._End...._._._.. .._..._........_....................6389 ....._._._....-..................._._......._._..._..._..._....... . ... _ - . _ ..........43.2...._........__...__............._.._._... - ...5.5_... 0 . ..... __. - - -- ---- -- -- -- - -- - P-3 Int 33 94 7 45.0 -49.0 P-4 Int 33 94 7 45.0 -49.0 ...... .................. .........................................._.. P-5 Int 39 78 7 45.0 -49.1 .................................-...--.......-......-.._..................:............._.... 1.......................................... RS-1 Int 89 93 7 42.0 -46.0 _..--...._............__... ....................................._..__............._............................_................................................-..............................................__........_...__.._............--.-._............ --._. ____.__.......__._._............___.._.__5. _.............. _ 1 End 44 65 7 45.2 -59.2 2 Int 44 65 7 45.2 -49.2 -------_-----....................._..._..............................................................._-.................................................._............ ..........._....._...__....__... 3 Int 44 65 7 45.2 -49.2 ----- — -------.......__..._....__....__.........._....--...........__._.._...........-.......-..........---................... _..... ............. - - --------..... --.........._................-...........__..._......_..._...--........................................ 4 Int 44 53 7 45.9 -49.9 ....._...................................._......_.._......__....._....---._.._.......-.------._.._....._:_..__..._.:....:._.._....._:......._...__..__...._......_...........-...................................__........................................_.-...-._....__..._.............._......_.._._...___---_._..._..._.___..._......_---._.___...____....:.........._:.:........_......_..:..._....._...._...........,......... ....._.......................... 5 End 44 53 7 45.9 -60.4 6 End 24 53 7 47.3 -63.4 .-. ......... _ . --- ......... ......... ......_. ......._ -- _....._. _._.... 7 Int 24 53 7 47.3 -51.4 ---._......_._......_...- -- —..__._................._...__......._.._.............._..............-.........................-.....-............-_.........__...__.... ----- ---------._....._.............._...----..........._....................._._....................._...........................................-........-.-........-........._- .._........_................._. 8 Int 34 42 7 47.3 -51.4 .......................................................................--...-...... ..__.........------ --.._..............__......._....----..__.._._.._........._......._._...__..._...._._..__._._..........................................-..............................-........--..................---..........._................._......._.. ---......: -................__.......F._..........._...._...._.............. 9 Int 34 42 7 47.3 -51.4 10 Int 44 537 45.9 -49.9 _ _ ... --- ..__. ._....__ ......... ......... ;. 11 Int 44 41 7 46.7 -50.7 --..12En.d.._................................._.................._......44..._.... ----.._...._.....-----65.._.._..__..__.....---...._.-......._....................-7........-.....-----._..._....-.. 45.2 _........__...._...._.. -... -59,.2: ............._........._.. II Prepared in accordance wilh:ASCE 7-10,Chapter 30. Wind Loads-Contponenis and Cladding.61h Edition(1017)Florida Building Code. Page I of 1 Ldentification Schedule for Opening Protective Devise or System r1'%zc-/irlloti�irzK aarzzmztrzzz_irtrornzati�ct s{zall_h_r>._PrOwided to kicilrrate_plarcre>>iex-azul_rr.rr�ectiov_oJ tlze_yrvpvsecLirzrrczllatiorr,_cspeuzrzA-,prot ectrve device or-systenf) - AddresS: 10851 S. Ocean Blvd Lot #17, Jensen Beach, FL 34957 Type of Stmeture: PERMIT#: Dev. I Device Device Shutter Shutter Anchor Type Mmmfacturer Approval 9ce55,3cG AtJc- Width Height S 8ellla -1. Panel EMS FL 11 64 R4 51.4 2 P 9 5.5 39 26 Tapcon 12 9 Frame P-2. Panel EMS FL 11964 R4 - 55.0 89 63 89 Tapson i 12-9 Frame .................. ...... ............................................................... . .............................................. P-3. Panel EMS FL 11964R4 - 49.0 93.75 33 94 Tapcon 12-9 Frame P-4. Panel EMS FL 11964R4 - 49.0 93.75 33 94 Tapcon 12-9 Frame P-5. Panel EMS FL 11964 R4 - 49.1 78 39 78 Tapcon 12-12 Frame Concrete ............................ ............................. ........ .. ......................... .. ................................................................................................................................... .. .... . .. RS-l.' Roll Shutter ESS FL 12246 R4 - 46.0 80.75 89 93 UI-Ifjj 6-6 Frame ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. 1. Accordion A.S.S.A. FL 389 R9 - 59.2 62 - 44 65 Tapcon 10-10 Frame - 2. Accordion' A.S.S.A. FL 389 R9 - 49.2 62 44 65 Tapcon 10-10 Frame 3. Accordion _ A.S.S.A._ FL 389 R9 - 49.2 62 _ 44 65 _ Tapcon _ 10-10 Frame 4. J Accordion_ _ A.S_S_A A. FL 389 R9 - 49.9 50 44 53 - Tapcon 10-10 _ Frame 5. Accordion A.S.S.A. FL 389 R9 - 60.4 50 44 53 Tapcon 9-9 Frame .............-..........., -------..._..._......_..._._.- ---._._...-- ------ - - --------- ----- ...------ -...._................_.....- ---. __....__.....__.._ _............._._._....------ -....._... 6. Accordion A.S.S.A. FL 389 R9 - 63.4 50 24 53 Tapson 9-9 Frame A.S.S.A. FL 38 R9 - 51.4 50 24 - 7. Accordion 9 53 Tapcon 10 10 Frame .._......._........._:...............------......__.._...._-....._..........._..............................._............._._..........-._..................................................._._...-----....._..................__....._..............._..........._......_..................................._...---........._......-......._......._.......__..._._. .._.........__........__._._...._.......---................................_.... -..............._.._...._._...._..........................._..._..............--......-...._.................... 8. Accordion A.S. FL 389 R9 - 51.4 39 34 42 Tapcon i 10-10 Frame .............._.................................._...-...._..... ----..__.................... .....................__............_..............._..................-....._...._.............................._......_......._...........--- ._.._.._.............. ---....__;.._......_...._............................._......_..........._....._..___._..._.......__......_....._.._...._................._._..........I...................................._...._.............._....._......._.._.._.._......... ... 9. Accordion A.S.S.A. FL 389 R9 - 51.4 39 34 42 Tapcon 10-10 Frame 10 Accordion A.S.S.A. - FL 389 R9 - 49.9 50 44 S3 Tapcon 10-10 Frame 11. Accordion A.S. FL 389 R9 - 50.7 ' 38 44 41 Ta.................... ............. ...................... Accordion A.S.S.A. FL 389 R9 - 59.2 62 44 65 Tapcon ' 10-10 Frame .. ... ................ ..........._._......................................._.................................................... .............. . i i .................................................................._....................................................._............. ...:......._..._......... ......................................._...... ...... ... ............_...............................__.................................................................................... ............................... ................ ._ .................................._..... Florida Building Code Online Page 1 of 2 1 SCIS Home Log In z User Registration Hot Topics Submit Surcharge Stats&Facts Publications i Contact Us BCIS Site Map Links Search I� ( .Product Approval USER:Public User d, r £Jars�>5 Product Approval Menu>Product or Aoolica[ion Search>Application Lis[>Application Detail 4R��.�� FL# FL12246-114 !� Application Type Revision Code Version 2017 Application Status Approved Comments Archived i 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 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 i Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. i Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996, E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code littps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVli 1 tC... 4/29/2019 ,Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 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 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes 244.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party: Yes Other:State Missile Level"D"wind zones 1,2,3 and 4 Evaluation Reports (basic protection only). Pressure rating: +30,-30 p.s.f.at FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- 20'-0"span and +160,-160 p.s.f.at 8'-0"span with 1/2" 244 PRODUCT EVALUATION REPORT.PDF slip.See sheets 15, 16 and 20 for additional pressures and Created by Independent Third Party: Yes spans. Back Next I Contact Us::2601 Blair Stone Road.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.-Pu rsuant 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 hem. Product Approval Accepts: Credit Cad: Safe i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV li 1 tC... 4/29/2019 GENERAL NOTES: 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9.ANCHORS REQUIRED FOR STORM EARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. 1,NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT FLORIDA . HAS BEEN _ VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE RIDA UILDING CODE. _3/8"00 1/4"CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-ME -1/4'4x3/4'SOLID-SET MANUFACTURED BY ALL POINT, INC, /BROWARD COUNTIES). -3/8'4 KWIK BOLT TZ MANUFACTURED BY HILTI. INC: DESIGN WINO 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 MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 1002 EDGE DISTANCE O 1002 CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 16 & 20 THRU 26. 3/8'0.1 1/4"CALK-IN 3 3/4" 4 1/2" 1 1/4" (3000 psi) NOT ALLOWED 1/4'2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 3/80z3jI SOLID-SET 3" 3' 7j8"{3000 psi} NOT ALLOWED A 332 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NSIi USED IN THEIR ANALYSIS.FASTENERS 3/B"0 KWIK BOLT TZ 9' 4' 2 1fZ'4" (2 pal) NOT NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN.A000ROANCE WITH N.D.S. 2015. Sftfi"0 TAPCON XL 3 Sj4" 3 tJ8' Z tf4" (2899 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH IOA, 11, IIA 12, 12A 13& 13A. FLORIDA. REPORT p 1030.01-08 AS PER ASTM E 1996-05, E 1886-05 AND E 330 STANDARDS,QUALIFYING INSTALLATIONS FOR WINO ZONES 1, 2, 3 & 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK 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 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-T6 ALLOY(UNLESS OTHERWISE NOTED),SEE SHEET 2. MINIMUM,EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED.BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS (EXCEPT END RETENTION SCREWI bR TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT YIELD STRENGTH AND 90'ksi TENSILE STRENGTH OCORROSION RESISTANT COATED CARBON STEEL AS PER DIN _ IOOx 50018,ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY ITW 13UILDEX & SHALL COMPLY W FLORIDA BUILDING GROUT FILLED K / ANCHOR SPACING ® 1002 EDGE DISTANCE� 1005 CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3/4'4 KWIK BOLT TZ 27' 9' 4 Jf4'(3000 PSI) NOT ALLOWED S. BOLTS TO BE ASTM A-307,GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 kg;MINIMUM 1/2.0 KWIK BOLT TZ 22 1/2' 7 1/2' 3 1/a" (3000 PSI) NOT ALLOWED YIELD STRENGTH, 3/8.4 KWIK BOLT TZ 6' 4 3j8" 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 SIDE RAIL SHALL BE AS FOLLOWS: 1/2"0 HUSH SCREW OR WEDGE BOLI 6' 6" 3"(3000 PSI) NOT ALLOWED Q 5/8'4 HUS-H SO$W OR WAGE BOLT 7 1/2' 7 1/2" 2 1/2" (3000 P51) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN, 3000 p,s.i.COMPRESSIVE STRENGTH. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN.CONTINUOUS CONTACT WITH THE BUILDING -5/16.0 TAPCON XL ANCHORS AS MANUFACTURED BY TFW BUILDER, INC. TO PREVENT WIND/RAIN INTRUSION.CAULK A14D SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILT, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A,1} MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4" FOR 5/16"0 TAPCON XL ANCHORS & 2 1/2' FOR 3/8'0 KWIK,BOLT 3 ANCHORS. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRON40ED NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED,CONCRETE SHALL BE: 14.LIFTING MECHANISM NOT PART OF THIS APPROVAL. 4"FOR 5/16'o TAPCON XL ANCHORS& 5'FOR 3/8'0 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 15, (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e. WHERE THE SITE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.O. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASSO ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE (e)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. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.1)MINIMUM EMBEDMENT OF 5/16'4 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1/4". RECORD (E.O.R.).FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS C NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, 8.2) MINIMUM EDGE DISTANCE(E.D.)OF 5/16"0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE (a)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL RECORD THAT PREPARED IT. 8.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON t6,PRODUCT MA14UF LABEL SHALL 8E 40CATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3.OF THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND ,GNR68$." BE SUCH PANELS. FLORIDA BUILDIVO O CAL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE '+ WALL ONLY BEU5ED TO (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36),DOUGLAS-FIR-SOUTH (G=0.46)OR h�+„1p "!'• 1p TN£STATE Of FLORIDA SOUTHERN PINE #2 W/G m 0.55 LAIN, V1 �£' FLORIDA BUILDING CODE(Non high Velocity Hurricane Zone) -5/16.0 TAPCON XL ANCHORS,A5 MANUFACTURED BY 17W BUILDEX. INC. s ti 2017 TILTECO INC. DRAWN�' W.44167 Nautilus C.1)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1j4-PHYSICAL ; • � � �'�'"'� Rotting ShoHer SyBtem 08/2-/17 THREADED PENETRATION. � DATE NO ElABEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. �,.4:--gncII'. .`� 111.I R C Q Ifec. EXPERT SHUTTER SERVICES INC. • �/ \, TILLIT TESTING&ENGINEERING COYPANT C.2) MINIMUM EDGE DISTANCE E.D.)OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4%EDGE DISTANCE IS w�l7�•. �Q p-a.'" to Esu x...Tel.s+.,v.:sw. can+a aaeNs n.nae .1626 S.W..OLTMORE STREET 17-244 BEYOND ANY FINISH MATERIAL, ,�[.. ............ ` 1 "+�+**+twsm7+-+sa�iw+pm1e7+-Ist+ PORT ST.LUCIE.FL 34984 E^'^ S` /-\ 1{I a moil:G11<eoO6W.com PH WC-(800)7-9-9006.FAL;(771)171-0990 ' C.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON ^.. s� p 11 ES-0006719 wn THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND WALTER A,t0.IT Jr.P.E, SUCH PANELS. P.E. SrE /DATE FLORIDA uc.1-4167 n,n, sxtrF 1 OF II6 - ry1j .•9H1•I fI _ #2 hrI .s.rE�IiI al � I IIIi ' g �+.we#:oO #7 r SIII I ax.]9#e'8x.A.9#.e'9- Ii• #10 .723'- #5 D- #5#3 #4 1D-F7A )°°�:oma•.//HII-,t •.r97.1a,•LO; 9`?M1 o x.a.� n•S r�I(sNr.R 213- ] a(0I„Y7F]0.S•9L$ 1e2 r amz 41dR be"rr -LLLl444---Aw---o1"''2•1S' YYY1s"""'•1"H"E"Az E" —�s-THR`R-u :su593 (TYP.) DETAIL:A FA-1D68I5fO�ruIi i0sE.6:Sz9S �WSrT ErJE LWA y'M TRUSS HEADTIO SIX LO�THRA ; I.] 8.49' S R1OPTION N1(MoNarrNicl scaEwsPEcs: OPTION#21W/fIASHER) a z;" D .0 40rt STAINLESS STEEL SCREW D(TAIIC COATEOW6VFR ?Te C0901EUfREEAJM1tt COATLNGSYSTEM.rSMWTALRE3D 97BY SUN BLTCOATING,LLC m i 70* s Sa6• .601' L - ; , I �ry •� Fy=191A)d(nEDsrREw p, .m]' .as•' ,679' ( I I I( DET9 •wza•.l�t° ..9i•J,., F61=196.Bks1(1Es6ESIRKM .793• llbb.V J SLATS - 751- -.7e+J �7/J( ) E �1 STARTER SLAT T6 ALUlAINI1M ALLOY 606176 ALUMINUMALLOY n2'•T I Fr]LSEv(mn.) sOLLEnn•-1• ©BASE.SLAT SCALE 1n••P DETAIL:B 6061T6 ALUMINUM ALLOY -- SCALE:In'.I• xo9•r-I `{ S.am• . —=Lett L.xoo• .0• +aeo•-S'T66.9a• �.1xs'1.no• a ..�. ACETAL BUSHING rrr �'• 6.000'--- (- —6.006' (USE WI OPTIONS 61 AND 102) ese• aas• -Ha' litj q .Inx,Ps' rra ausHlNa sPEcs: xx F i3 OENSIN:1.19W .210' .) $. .) TENSILE MODULUS:3771d $ TENSILE STRESS AT YIELD.A f35 kl .125'7f.]W' 2..26• I ^ i E2 BUILD-OUT TUBE FIEAVRAL MODULUS S50 Intl 606176 ALU69NUNI ALLOY ROO NOTCHED IMPACT:65kLM SCALE:Irr-1- _} '.26-- •000 I ©RETAINING SYSTEM-SCREW+BUSHING aa9 E1 BUILD-OUTTUBE sole lrr-r OD SIDE RAIL * O BUILD-OUT TUBE 6061T6 ALUIaNUM ALLOY 606176 ALUMINUM ALLOY 6061T6 ALUMINUM ALLOY SCALE:117.1' SCALE-In'•1• 123' SCALE:fn•-1- (�•) *MUST BE REVEWED BY SHUTTER I MNIUFACTURER TO ALLOW FOR A MINIMUM _..�--.�.Sx• 6.000• 1 0.050'CLEARANCE BETWEEN SCREW HEAD AND I I {Q L —2,pra•i UVITY WAIL AT NON HURRICANE POSITIONS. L-2.m• z.9,] E3 BUILD-OUTTUBE 606176 ALUMINUM ALLOY I 1000• SCALE.+n•-P I x30' 114'004'[TWIBUILDEX TEK SCREW .230- CARBON STEEL 1 I p Q SCALE:+?-I• y g �r OI 5/16'01TW1BUILDEX TAPCON XL ANC14OR ' CARBON STEEL SCALE: +' IW• 1 i { F I Ili LL I i Lom• •�' OK STORM BAR JO 318'0 HILT],INC.KWIK BOLT 3 ANCHOR 6061-n ALUMINUM ALLOY OF TRAPPED ANGLE © 4x6 MULLION G1 4xB MULLION © 4x7 MULLION, �A,T-1 .. CARBON STEEL SCALE:In- V 6061.76 ALUMINUM I+L 'Vd`` , Y�' SCALE:IT•1• 6061T6 ALUMINUM ALLOY 6061-TB ALUMINUM ALLOY 6051-16 ALUMINUM ALLOY SCALE•1B•v 11 SCALE'In•-r SCALE-&& V sCALEI'Jd•r 6 �' ••,`��•'• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) A` •• C2017 TILTECO BIC. x_No.44167 Nautilus Mw BY. ;'t7:c:, ^•-+: „--CC- =�' F.�� - Roding Shutter System m/2ij17IL ECOW DATE TILLIT TESTING a ENGIHECRING COMPAIIY EXPERT SHUTTER SERVICES INC. COMPONENTS '=��•� oR► �?`w LL1 L3p316Y°°� '� —A ;n lee 626 S w,BILTMORE STREET \� 1 w.°..e:(.033)S71-Iso.is.:(]95)071-Ivl 17-244 �_(�� ••....:• 1 e moT Ultaeo6991.00m PORT ST.LUCIE.FL.34984 DRAW Mo (•�/ 11 EB-0006719 1•H00L(602)1 -9956.r:(772)1171-0W9 �..=�YJ fBr�- (1�— WALTER A RLLR Jr.P.E. P. Silyly}�(i3i�T /DATE HONDA Ue.A as167 n.n sHm z aF zs I i f 14 ! 14 i 13 1♦ S �• '21 � I 20 4 12 1S` r 16 1 SIDE/END CAP I 1s 1e 2 HOUSING(BACK&TOP).040 THICK �0 3 HOUSING(FRONT&BOTTOM).040 THICK © .� BRACKET s .� 5 SPRING ASSEMB - 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) •r' . 17 -� 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 4c9' 13 MOTOR BRACKET 4� 14 SPRING,GEAR&MOTOR BRACKET BOLTS d � 15 HOUSING(BACK&TOP)FASTENERS s � 16 SIDE RAIL(MAIN SECTION)FASTENERS toll 17 HOUSING(FRONT&BOTTOM)FASTENERS d .00 18 END RETENTION ASSEMBLY if / 19 OCTAGONAL AXLE FASTENERS *00, 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 4d 22 GEAR-PLASTIC OR Z4MAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END d 25 IDLER BRACKET WITH BEARING 4� BOX & END 0AF-ASSEMBLY COMPONENTS � �••+••••V�S•• FLORIDA BUILDING CODEVelocil High Non Qurricone Zone) � 9 Y j ! i41L•7 -` C2017 TILiECO INC. • CRA%N B/: No 6 _ Nautilus 4" RoHing Shotter System 09/24/17 I L E C O mc. DAN EXPERT SHUTTER SERVICES INC. -9d••F.d •) 144\ �I�Ltt TESTING Gx17-244 NGINNERINNGG CORPANYa 1626 S.W.BILTMORE STREET ���.16 =' u,\ 1)2 �+:f>mhn_1> r..:(?w)eT1-.v1 PORI ST.LUCIE.FL.34984 D"WINc _ 4 n F� ult—G.O.— P1p>,-(•w)749-905.Fm:(772)671-099. NO n`0••• �� 11 WALTER 2-000671Lrr Jr.P.E. P.E.S!!!A'/lLFIA RE/DATE FLORIDA Gu d 4.161 non m SHEET 3 QF 76 BOX Y/6 & Y/7 —BOX D V/9 K G REAR V/9 _�©REnR Y/6 & Y/7 END CAP -END CAP 1 END CAP B1 END CAP- SLATSI fJ2 SLATS SLATS SL i <.A75 #3 SLATS I SLATS I 4 t SLATS s4 SLATS T #5 H W SLATS 65 SLATS N ® SLATS 0/8 z O/B SLATS 8 0'/8 O./B 3 / o y 0'/8 0'/8 SLATS t'` 7 .i N -- SLATS r. p suBrSJ I 1 1 s8Ars (_Types. Ea. END) i (Typ. Ea. END) It SLATS I I 11 SLATS — A (TYP.) I (TYP•) SLA `I k10 SLATS I i i SLATS STORM BAR SPACIN // i 7 B — — _ Y/6 & Y/7 (SEE SHEET 22 l ' Y 6 & Y I ! Ba / pVi9 „/9 / / Moe.SLAT SPAN i (SEE SCHEDULES ON SHEETS 15&20) Moe.SLAT SPAN SINGLE UNIT ELEVATION W/O STORM B *, ** (SEE SCHEDULES 0'1 SHEET 15) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOM TURF. N.T.S. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/ STORM BARS &MULLIONS W/HEIGHTS UP TO 11'-0". (a) CURTAIN SHALL START W/X1 SLATS AT TOP, FOLLOWED BY J2, K3, ..... THEREAFTER,ALL THE WAY DOYIIL EACH SLAT # SHALL CONSIST OF MIDI.FIVE (5)SLATS OF THAT SLAT NUMBER..PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATQB MAY VARY WITH SHUTTER'S HEIGHT. O STORM (b) BOTTOM SLAT B)MUST BE ALWAYS INSTALLED. I,a11 �.�`r��sTLk4l,' ••• #* CASE 2: SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATIONS Y7 �A]4`SP VV~NTHANC •'✓ • � - / FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0'. C 2017 TILTECO INC. ' No.441 � � aa7.7m er: (o) CURTAIN SHALL START W/ #1 SLATS AT TOP,FOLLOWED BY#2, Q3, .....THEREAFTER,ALL _ * Nautilus L.C. THE WAY DOWN. EACH SLAT f SHALL CONSIST OF MM. FIVE(5)SLATS OF THAT SLAT '`•• -•^'�. NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 1 SLAT SHALL BE RGRtng ShuHer Sgstem ®24/t7 CONTINUED UNTIL #10 SLAT IS INSTALLED.AFTER 1(10 SLAT IS INSTALLED.ADDITIONAL((10 � �A 1 L E C O a,< ='� -" �`�'Q TILLIT TESTING A CNGINECRING CONPANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. O C� • 1 , �� L4 6]s5 w...]cu.et.s.]D],Vf C+`A'aN DR rt vice 1826 S.W.BILD40RE STREET C •••••• �r� LL1 L �l-'G]t]Ieicooao sPORT ST.WCIE.FL.74984 17-244 (b) BOTTOIA SLAT OMUST BE ALWAYS INSTALLED. S�ONAL`"1TLILL c maEB-0006719 ftp'(M)749-9056,TAX:(»x)a71-aria NO WALTER A.TILLR Jr,P.E. — u. P.E. SEAL/S� ATIJRE/DATE FLORIDA Lk.0 44167 .n SHm 4 W 26 M-MULLION SPACING W-1/10 OR W-2/11 OR (SEE SCHEDULE Or G1 rQ W-3/1 2 OR W-4� 10 or 0 or ON SHEETS 74.25&26) w_1/10 OR W-2/11 ORax. Uo,.MULLION SPACING0 6 REAR or or -3/12 OR W-4/13 BOX (SEE SCHEDULE \//9 K ON SHEETS 24,. BOX f'ND CAF11. P-- END CA I SLATS I I SLAT I 11 II 12 11 II F2 SLATS 1 I I ITII 13 �3 SLATS N 'e I SLATS #4 zZ Eez8==P/ ------- SLATS J4 g SLATS z I I LATS tit SLATS C, z #6 Q/8 0/8'.1 SLATS SLATS z z 0 0 #7 C) #7 SLATS E2�_SLATS(Typ.) R —R 8 n (Typ.) I T_ R/8,. or or or Z or PIS R 1 #8 =R'/8 TS SLATS �=@ I 1I 4- D R/8 _4 - L.' D IIII II or (Typ. Ea. ENO) R'/8 (Typ. Ea. END) SLATS 1 19 R/8— I SLATS R/8 SLATS I I Of or ;i or I I or I I I R'/8_ _R'/8_ I I I n r R8 I I R'/8-!—' #10 110 SLATS SSLATS LATS W-1/10 OR W-2/1 1 OR MAX. STORM BAR SPACING 1 11) W-4/13 OR W-2/1 1 OR W-3/12 OR W-4/13 (SEE SHE22) WW-3 12 OR (TypSHEET (Ty,.) Max. SLAT SPAN Max. SLAT SPAN Max. ax. SLAT SPAN ax. SLAT SPANMax. SLAT SPAN Max.1, 11T SPAN EE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON E r (SEE SCHEDULES ON HED LILES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 18) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION I WZ MULLION & W/O 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 SHUTTER HEIGHT: CASE I SHUTTER HEIGHT EOUAL OR LESS THAN I1'-13".APPLICABLE TO INSTALLATIONS W10 STORM BARS, W/STORM BARS OR W/STORM BARS & MULLIONS W/HEIGHTS UP TO ll*-O". CURTAIN SHALL START W/#I SLATS AT TOP, FOLLOWED BY#2, 173, .....THEREAFTER ALL THE WAY DOWN. EACH SLAT P 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 @)MAY VARY WITH SHUTTER'S HEIGHT. 0" •. ....... " :p @ (b) BOTTOM SLAT MUST 13E ALWAYS INSTALLED. Is % % FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .4416', 02017 TILTECO INC. ORArm - CASE 2: SHUTTER HEIGHT LARGER THAN ll'-C"APPLICABLE TO INSTALLATION WIO STORM BAR AND W1Lc MULLIONS W/HEIGHTS LARGER THAN Il'-O". Nautilus Rolling Shutter System 118/24/17 (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY#2, #3. .....THEREAFTER EACH H EAFTER ALL THE WAY LFE C�O,,,� EXPERT SHUTTER SERVICES INC. DATE DOWN. SLAT#SHALL CONSIST OF FIVE (5)SLATS OF THAT.SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW f! SLAT SHALL BE CONTINUE UNTIL#10 SLAT IS INSTALLED.AFTER 1U.IT TESTING&ENGINECRING COMPANY 1626 S.W.eILTMORE STREET IN P%)ST.LUCIE.FL.34984 # 0 SLAT S STALLED, ADDITIONAL 110 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTERpRAMING lie NIGHT. 42-9036 TAX:(772)871-09DO 17-244 'V ITER A.TILLTT FM (b) BOTTOM SLAT@MUST BE ALWAYS INSTALLED. P.E�SW/91UINATURE/DATE Lie.If 67 S/16'0 TAPCONS XL 1Y/ POURED-• X5/16"0 TAPCONS XL W/2 1/4'Min. 1'x1"xt/B'OR 2"x2'xl/B" 2 1/4"Min. EMBEDMENT CONCRETE EMAEDMENT!t 1'0.0.x0.060'GAW. ALUMINUM TUBE— 1/4'0z3/4'ITW BUILDE%TEK SCREWS h 1O,D.xo.060•GALV. RECI'D STEEL WASHER P. 24'o /^W/ 1"0.0.x0.060"GALVANIZED STEEL STEEL WASHER 9 24'o.c.h// �/ / / / % / 5/160 TAPCONS XL W/ WASHER® 24'o.c. _T 2 1/4'!lin. EMBEDMENT / i POURED CONCRETE / I POURED CONCRETE OR GROUT OR CRETE FILLED CONCRETE BLLOCKOCK /� CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. / t1 B EDGE Off/ 11 C;x----- OPENING ;i EDGE OFJ F --� �O OPENING € M / IN ' EXISTING ) EXISTINGAYOSND) : GLASS--.! "EXIST (CIE (BEYOND) GLASSN� kg i f 4 SEE ANCHOR _ % = + u SEE ANCHOR SCHEDULES ON = " O w - i W v1 SEE ANCHOR ,; - F SCHEDULES ON _ _HEFTS 16, 17 t z SCHEDULES ON 31 is SHEETS 16, I7 k-18 A b o' SH'eETS 16, 17 G z %' 3 "o & 18A = %I _ Min. SEPARATIOtJ w Min SEPARATION / �� S S e Min. SEPARATION A (sem scHETO ouLEs, ��OR x"AaA�h sEE sTO cn[ouLcs, w $W ro GLASS / r DMIOR W (S SHEET U 3.. ( II DaMOR N (SEE SCHEDULES. ON SHEET 15) ON SHEET 15) / / E OR E3 i I ZA o/a 0/8 �I oao/a / 0/8 POURED CONCRETE POUflED CONCRETE;; OR GROUT FILLED--„ y1! j! OR GROUT FILlEO=' `/I F. CONCRETE BLOCK, POURED CONCRETE �• WALL REQUIRED T--'-'-, OR GROUTFILLED CONCRETE BLOCK EDGE " ti ' CONCRETE BLOCK WALL REQUIRED. ' -73 WALL REQUIRED. II / i OPEN NG EDGE OF NGOF , II j i OPENING j _5 -� �_ B I O ( B 2 1. B MIN/E D /..—Epl / I; / MRN. E.D �,1• ( f ' E �-1 1/2•x1 1/2"xO.062'xCONT.ALUM. / i / / ANGLE W/5/16'0 TAPCONS XL VN/ / / / / 1. �2LU4J.ANGLE CONT. 5/16'0 TAPCONS XL Y' -T' POURED CONCRETE 5 16.0 TAPCONS XL V! / ALUM.ANGLE 2 1 4'Min. EMBEOMEtJT 2 1/4"Min, EMBEDMENT® 24'o.c.. / / % T / (1'c-3 ksi Min.)PWD, 2 1/4"Min. EMBEDMENT 6 24'o.c. ® 24"o.c. ' WALL MOUNTING FLOORICEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING .... SECTIONS.,-'-'Kc :T1[tir ✓ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) •= O 2017 TILTECO INC. Nautilus tIIlIS Cp M el` INSTALLATION DETAILS ON EXISTING POURED Na.44167 `: �•) r, .�-_ Rolling Shutter Sysfem ca/24/17 CONCRETE OR GROUT FILLED CELL CONCRETE IL EC0INC. DATE BLOCK BUILDINGS F TILLR TESTING 3 CNOINEERINC COMPINY EXPERT SHUTTER SERVICES INC. 9O'•.�••• C-�E,�'�i'��r``X e1ss o.•.aev.s4 sr.acs. +•a amors,n vm 1626 S.W.BILPAORE STREET S a• OTS: P„-.,..:(x»71-1sw..ro:lxs>en-1v1 17-244 SCALE: 3/16' = 1" tt a-mail:1,11.coeaol.wm PORI 5T.9 UCIE,FL 14964 DPAwoN:Ne / `.� 11 EB-0006719 PNar1C(PAI)749-SIE,TAX,(772)E71-0990 WALTER A. I..Lk.�TtlllT J'4r.167 P.E. /DATE an•n SNECT 6 OT 26 EXISTING WOOD— COSTING W000- 5/16'c TAPCONS XL W/ 5/16'1 TAPCONS XL W/ TRUSSES OR RAFTER+ TRUSSES OR RAFT 2 1/2'Min.PENETRATION 2 T/2'IAIn.PENETRATION �+ -1/4'o1D/4'RVI BUILDER 1'x I'xl 8'OR �1/1'9xJ/4'ITW BUIIDIX tx1'al/d'OR EXISTING VlCOD & I'O.D.10.060'GALV. ( 1'O.D.kO.060'GALV. J TEK SCREWS W/ / TEK SCREWS W/ EXISTING OR R AaMINU —� ALUMINUM I TRUSSES OR RAFTER. STEEL WASHER O 24'ox. TRUSSES OR RAFTER STEEL WASHER O 24'o.c. ALUMINUM TUBEI I O.D.x0.OB0'GALVANIZED ALUMINUM TUBE 1 O.D.X0.060'Cl1VANRCD STEEL WASHER O 24'O1 STEEL WASHER O 24'o.e. ._✓y'/� �— r I 5/16'0 TAPCONS XL. ' /-� 6'1 TAPCONS XL w/Z J 1 5/1w/z )/z'Mir;.— I/2" i Po�RAnON`' ) PE.YEFRATION 11 O 24' I 0 (2)2'x4'OR (2)214'OR I S 2'16'CONT". ( 2'x6'CONT. Vf000 HEADER' WOOD HEADER 22X6Z•14 COrR R 2�k6Z• M CO .R REQUIRED ( REQUIRED WOOD HEADER REQUIRED p •'�"lII +1( REOUIREpD E EDGE OIL EDGE \l O I !' ) 1 OPEs \ OnNOPENINEDGE ING M ECCE I\\ OPENING OPEN EXISTING EXISTING tj GLASS EXISTING EXISTING EFBi (BEYOND) cuss XIIR c1A56 (BEYOND (BEYOND) D\a�U�Ja�CRCYOD) ' C 6Al 1 nWvz0oi OR 3 I I I A w (2)2"k4'OR I ( I Min. w f o G N U W (2)2'x6' ` I SEPAFATX)N 1 I : 7 E1iF7aDR r (2)2'x4'OR i NiR z 2'x6'CONT. SEPARATION V CONT.WOOD ! { I -( TD G1A55 i r 1 2'x6'COYT.f1 SEPARATION (2)2'xa'OR ! I 1 Mtn. \ TO GLASS f. SEE SOfEM.E a+ i 1 L A < ODD STUD y TO GIJ55U WCCD STUD 1 _ 3 O.C.MAX.16• \\ i� \ SMEEI 29) _ # t \\ I t 3 O 16'O.C. ` I t (SEE SDdDULE ON �_ 3 O 16'O.C. flE0U1RE0, / Nln. MAX.REQUIRED 4'.FLT 70) MAX.' REQUIRED �1 W (SEE SHEET EE ANCHORS ¢ ' (SEE SHEET 20) IS 'O{ (SEE SHEET 2D 20) 1' I- SCHEDULE 1 SEPARATON t ' B ) •� �� ON SHEET 21 (SEE On rc R O B T`I' 0/8 Ti 1 I 1 `\ I O/B \ )\ I 0/8 \1\ \ I / ,1 I f / i II i fl I FINISH i \�` \ (2)2'>!4'OR I \ EE ANCHORS I 1 SEE ANCHORS ( j I (2)216' •\ I \ SCHEDULE - �I SCHEDULE EDGE OFA ! I CONT.Y,'ODO \Y \ ON SHEET 21 I`n EDGE OF 014 SHEET 21 OPENING \ (' I STUD O 16' `,fit. `I t` y OPENI`SG O.C.MAX. i I E 0. REQUIRED. { I l 1 -0 i ! I I t SEE ANCHORS 1 I 1 1/2'X1 1/2'XO.Ofi2' (SEE SHEET, {{I 111 ( E o �.l ! { { I :COY'.ALUM.ANGLE ,{ 5 1_2'x4'10.062'xCCHT. I -SCHEDULE 20) 1 A l_E ALUM.ANGLE \1 ON SHEET 21 -1 1 5/16'1 TAPCONS XL ` t t \\I .��..\•\ \` \\h•\ \ \ \� 5/16'0 TA CONS%L I \ W/2 1/2'Min O/$ I OSB \ 1 PENETMnoN l I I \ I W/2 ATIO rlin, R t �\ \..\ \ \ ,\ PENETRATION 2'x4'OR 2'x6:, \ \ 'I; MNS`1 O 24' •. 214'OR 2'x6 \ \ FlNSf I 2'%4'OR 2'1" I AVL Flr{� O 24. O B )1 0/8 2'14'OR 2'a CONT.WOOD �� `7 {I EXISTING WOOD CONT.WOOD \� ) , (CONT,V+OCD •� I EXISTING W000 CONT.WOAD/ 1 l•. 1 /E%ISiiNG WOOD BOTTOM PLATE ` DECK CR BOTTOM PLATE ' EXISTING WOOD i , 601TOM PLATE ! DECK OR i BOTTOM PUTE !=!*' i DECK OR REQUIRED REQUIRED OECN OR RECUIPEO CONCRETE SUB SEE SHEET 20) [REQUIRED. STAB ��(^q, rCONCRETE SLAB REQUIRED REQUIRED. (SEE SHEET ZO) : '.E V CONCRETE SLAB I(SEE SHEET 20j :�/ I REQUIRED. I(SEE SHEET 20) RECUIREO:� LLf LLLIII REQUIRED.^ ( '© I — EDGE, ` �..._....... _/ 'u WpI1:/PLF) �_._._; _/__LJ• �.__�..-_.__:_.� ._ .__-.._.�_._ 6 AFPLIGYlQ WALL MOUNTI WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EX'I,TTIff& WOOD BUILDINGS 1aI�. r1 ✓1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .44167 02017 TILTECO INC. ORAFN ur NautilusLCL �'�\ * z it Rolling Shutter System 09/24/17 TILLIT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. .•r- I �e� 1\1 assn 1A..'Tau.n.s<.mz �Ac...w+�rrs.n:ATIaa 1626 S.W.BRTMORE STREET a1...:(_30'lite.i<.:(w)'N"A 17-2h4 1 a PORT ST.LUCIE.R.54964 nlaeoo111.a1m oP.A,awe NP ��� ANAL til ES-0006719' 749-90.:a.FAq ,{q WALTER A TILIR Jr.P.F. P.E. SEAL sTd�f RE/DATE FLORIDA Lie.i 44167 A41 SHEET 7 Or 26 AUK E.D.— POURED,CONCRETE .n.E.D. �� OR GROUT FILLED rO ORO OORO—� POURED O OR .1 1—. Le. ' D.-- POURED CONCRETE BLOCK CONCRETE OR \ \J OOR (SEE SCHEDULES ON (SEE SCHEDULES ON CaOC FlLLED—'' (SEE SCHEDULES ON\ OR CONCRETE OR 5HEET5 17&1B SHEETS 17 1< 18) CONCRETE BLOCK SHEETS 17& 16) \ ED '0 (SEE SCHEDU�ON CP.Ol1T FILLED— )CONCRETE ` BLOCKSHEETS 17 BLOCK \ 2.750" \\ \ \•\ \\\\ \\ I\ s A H ��.�•`' 1 2-1-"L-j 3.152' I ®4'o�,@) aO ODR E1 I A E2 DR E3 2—2 r oR ,• :� A u i I H LLI D MIR. &— P,/2•. 1/4• E.D. OP, 1/8•SUP ( 1/2, 1/4 0 4•D.c. •oR 1/8-SLIP OR/1/8•SUP C ®a•o'`' t/2•, I/4• SECTION•yy/ STORM BARS FLUSH MOUNT (WALL) cR 1/e SUP TRAPPED MOUNT BUILD-OUT MOUNT SECTION P—P (PLAN) BUILD—OUT MOUNT SCALE.3/16- SECTIONS 0-0 (,PLAN. INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SE:1/4*•-,• G �O°� SME:I I )OR(o GDR G - ----, Er H I # H I H G 4•o.c. v 1 H ®4•o.c.i7 A ®4- 0 4•O.C. t/2',i/,• O B 4.O.C. a1 I�J OR I%8•StIP f D SECTION 0'-0' (PLAN) 1/T/4- SECTION 1/-SU 11 i 1/2'1/4` 1/2', t-i4• ^ ' , 2 , , , i vi ` - ORIENTATION 1 OR 1/8"SLIP OR 1/B•SUP D OR 1/8-SLIP OR 1/8•SLIP'-OD �_r•OR/1/8•SUP OR/7/8•SUP® WALL MOUNT END MULLION SECTION Q—Q (PLAN) SECTION Q-0 (PLAN) SECTION R—R (PLAN) R'—R' (PLAN) H * ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 do #2 ORIENTATION #2Oq 0 4•o.c. AQ WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G,G1, G2 j?1 SCALE:1/4-- 1- t, J O1/<•i/4' •SLD R 8SLIP OR 1/8•SUP (2) 2••x4" OR 1: !li /• 2"x6" STUDS EO.ita{i0. (2) 2"x4" OR 1 ( `• i (SEE'SHEET 20) (SEE SCHEDULE ) ALTERNATIVELY TO H A 2"x6" STUDS i v jt ON SHEET 211 I 0 Eo�•�o. t! (SEE SHEET 20) (SEE SCHEDULE MIN, 1/2" / 1: ,( � 1/4"0—.200/4' S . M.S. �•1• I:, ON SHEET 21) PLYWOOD—, '•;r,' W/ NUT MAY BE USED ; SECTION W—Q' (PLAN) PMIN. 1 LYWOOD" It ........ I — ( FOR THIS CONNECTION ORIENTATION #2 WALL MOUNT END & INTERIOR MUWON DR E3 aso z.zso= 2 c'R t t�,,,�••,,,, A.DD- 4�--, OR 1/8•SUP !_O 0 4•o:a. ',/2',i/1• I `�� FLORIDA BUILDING CODE (Non High Velocity Hurricane zone) a OR 1/B"SLIP 4�'G p +0 0 2017 TLTECO INC: CR�MN W-. FLUSH MOUNT (WALL) BUILD—OUT MOUNT LO ` T� N77 Nautilus L.C. Y' ,c Rolling Shutter System 08/24/17 RECO.11c. DATE SECTIONS 0'-0' (PLAN) -P \�~ TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �``' ays nr. sw s s 3 sa cw�Ns;n vane 1826 S.W.BILTIAORE STREET 530 r (365}571-tv, l..34984 17-244 �� AL tj1T,1 ` m EB'00067 5`°m PNgY (PORT ST.LUCIE•Fl..R9-9056.FO:(772)871-0990 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS DAAWNa N. SCALE:1/4•.," 1+�• /IA WALTER H..nLUT Jr.P.E. wn P.E.�'�.LC SIGNATURE/DATEa-ORIDA L:.c /41167 y(n '1 SNCR a of x 1/2' Min. E.D. 3" 4 1/2" Min. E.D---FOR 3/8'r CALK-IN ANCHORS (4) 3/8"o CALK-IN ANCHORS OR �--J" Mn. E.D.�FOR 1/4.0 SOLID-SET ANCHORS. (4) 1/4"0 SOLID-SET ANCHORS OR 4" Min. E.D.- i---4' Min. E.D.—I--FOR 3/8•¢KYAK BOLT TZ EXPANSION ANCHORS (4) 3/8.1 M'AK BOLT R EXPANSION ANCHORS OR (4) ANCHORS* PER -- ....___7....1111 I _ (4) 5/18'0 TAPCON XL ANCHORS STORM BAR CONNECTION, 3 1/B" Min. E.Or• I F•--1 1/B' Alin. E.D. >_-FOR Sf18°0 TAPCON XL ANCHORS 1 F-3" 1"! SEE TABLE 2 ON SHEET 23 EDGE GF§IAB i IEOGE OF SLAB 5/16'm 7APCONS xl w/ 1 IF APPLI�I,E-I , I J IFF -11—BLE 2 1/4"!.D.. EMBEDMENT (Typ. TOP & BOTTOM) j I � & 1"O.U.x0.060'GALV, 1:}-' '- / STEEL WASHER(t 2a'o.c. K EXTERIOR ,/ 4" Min. 2, ( 2"x2"x1/8'xO'-5" (6063-T6 ALLOY) POURED CONCRETE 24 0 A POURED COtJCRt:TE—. ALUMINUM ANGLE EA. SIDE W/ �J 2 1/4"0-14x3/4" j (Fce3 Hsi)8'min. j (1'c TH Ksi) 5'min. / SCREWS STORM BAR 2" ® O ( ) ITW UILOEX TEK THICK REQUIRED j 5/1fi'0 TAFCOtJS %L THICK REQUIRED UK W/2 1/4"Min. 5 (Typ. TOP & BOTTOM) 1 I EMBEDlAENT 8 —J L I �! I.O.Da0.060'GALA. 1I 1 STEEL WASHER O Lill i I SECTION S-S Ii I I 24•o.c. !I 2' 0 0 �BDx I !I I I 1 i MACHINE SCREW NLLY I li 1 ' 1 ii i 1 j EMBEDDED INTO ANCHOR I j lCF' 7L. ANCHOR 1" Min. FORBOX 1 J WIND ZONE—` j j H 1-3 r 1 1 I DETAIL A 14.0-20 OR 3 8"¢-16 MACHINE SCREWS USED JOINTLY W 2" Min. FOR [ f SEE STEP 3 ON SHEET 14 FOR SPECIAL 'cN i : !I * / / / WItJO ZONE j' TREATMENT FOR WIND ZONES 1 THRU 3 <a I: 1/4'm x 3/4'SCUD-SET OR 3/8'1,x 1 1/4'CALK-IN ANCHORS �+ 4 a 1" Alin. FOR I RESPECTIVELY SHALL BE LEFT TOGETHER V!/ANCHORS AT THE TIME a rn w WIND ZONE-� - 1 STORM BARS ARE REMOVED. (SEE DET.A). in w — n 1-3 } I II I EXTERIOR m it Min. Il/3 �'^ I' o SEPARATION TO I j ! 1 \' (2) ANCHORS" PER /E CLASS p J i1 I STORM BAR CONNECTION, SEE SCHEDULES ON1 A 2" M,in. FOR ;1 I D c� c m j:( rn 1 I Sw TABLE 3 ON SHEET 23 SHEETS 15 & 16) o WIND ZONE i BEYOND 1 m w 4 :r- r� (Typ. TOP & BOTTOM) EXTERIOR y ;: I! ?j (2)3/8'0 CALK-IN ANCHORS OR E I m MIn• (2) 1/4'0 SOLID-SET ANCHORS OR ' SEPARATION TO I' i 4" w K GLhSS 1' 'I (2)3/8'0 MWIK BOLT TZ EXPANSION Il 1 1 _—�� I 1 (SEE 15U&S O N I, A ANCHORS OR ;' " I BEYOND 'I ) 1 (2)5/16.0 TAPCON XL ANCHORS EXISTING SHEETS iiK EXTERIOR GLASS 1 EXISTING I' u I GLASS —n I 1'., i ® 1i!i—.........1..�, 1 2"x2"x1/8"x0' S' (6083 76 ALLOY) I S 1 -- 2" 0 ALUMINUM ANGLE EA. 510E W/ r r2) 1/4'0-14z3/4" ITW UILDEX TEK I 1 1 (TYP.TOP/601T0M)j 1 I SCREWS TO STORM BARK (ttP.TOP/BOTfCJJ) 5"---f I. (Typ. TOP & BOTTOM) j j S SECTION S1 -S1 p p.Toa/BOTIO!A)I 1 !(TYP.TCP/ROTTOa) � ,� I V /2 1/16• �a Odin. MIN. E.D E.O. POURED CONCRE7EI I 1/2'x1 I/2'x0.062"xCONT.ALUM. O 0 Hi (f'c=3 ksi 5" min: li E 1i ) 2 LEE W/ . EMBEDMENT MENT S XL .. L' I THICK REQUIRED 5/16-¢TPPCONS XL W/� T I 2 1/4'Min. EMBED1OFMY r 2 1/4'Min. QABEOMEIIT 24'o.c. _ tri',,%//,%%t'i%/.//, ®24"a.e. tR�. ;'.. EDGE OF SLAB POURED CONCRETE I-EDGE OF§LAB WALL MO U f ��l••. (I'c=^NN) I ! IF AFPUCABLE a VGEN ••,��•; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) IF A- LE ,VICK REO'O I 1.---4-I/2" I 1/2" Min. E.D,-1--FOR 3/8•/CALK-IN ANCHORS —J _1— ` •4416 � t:3D17 nLTECo INC. • DRALC 1Tr. 3" Alin. E.D. 3" Min. E.D. II FOR 1/4'0 SOLID-SET ANCHORS ; 7F' 7 Nautilus E.a �4 Min, E.D. Min. E,O.----T--FDR 3/8.0 KMK BOLT TZ EXPANSION ANCHORS RofH7tg Shutter System Ire/ss/n I--� 1/8"6fin. E.D. S" 3 I/8" Min. E.D.--(--FOR 5/16"0 TAPCON XL ANCHORS' ��'y�. ,♦c•,'_;,;> �L E C' INC. - a .re♦'. / yyy{{{^� AI- ��♦ iILL1T TESTING 8 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. (,Ey'•.• 7}41i;')� ,♦ —a..x!,n-a..xs,w-:eaa.r.u.s,H.-1. 1638 S.W.BILTIAORE STREET FLOOR TO CEILING/TRAPPED.AND WALL MOUNTING:STORM BAR K S� �..•E G\i�'� �'°'ma�o..s�Ja'm' PORT ST.LUCIE,R.74964 ) e� ( vNx2:.(ew)T4s-cross,ru:(712i1m1-asmo SECTIONS V 1 wwTER A Taut J..P.E. rt SCALE:3/16'- I' P.E. TUBE/DATE nowDA Da.it 44167 •.n SHEET 9 m 2 Min. E.D. " Min. E.D. OR (1) 3/4.0 KVIIK 8CLT TZ EXPANSION .....�:._ ANCHORS 0 END AND INTERIOR MULLIONS 1 1/2" 3"---� 1 1/2" ©&® (ORIENT TION #1)AND END I I -- I MULLIONS©& G1 (ORIENTATION Q2) 3• I FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION w G I-(p•}- -------9" Min. E.C.--- I--9" Ain. E.D. ANCHORS ® INTERIOR MULLION (/(-,\� _ I (ORIENTATION @2). ® U' MERIOR EDGE OF SLAB 7 T 17 EDGE OF SUB IF APPIIC�ABLE 1 I IF AFPUCABLE 3"x3"x1/2'xO'-6" 4" 1 (6061-T6 ALLOY) �' (2) 3/a o LTH a eo�Ts1Y/ J'z3'z 1/2"x0'-4" T— (6061-T6 ALLOY) Alum. TO MULLION& 11/1' POURED CONCRETE / I; I ` ANGLE FA SIDE V! I (('G 3 k9i Min,)J I. 3" - - / (2) (1) 3/4.0 KYIIK BOLT TZ p I 3/4'0 THRU BOLTS TO 1 1/2' EXPANSION ANCHOR 1 1/2- 8* Min. THICK REO'D. I I MULLION G & (1) 3/4"0 W/ 6"Min. EMBEDMENT —�- 1' KK1K BOLT EXPANSION TO POURED CONCRETE -3"--It- 3 ANCHOR W/ 6"Min, / (Typ. TOP & BOTTOM) I j I �6' EMBEDMENT TO POURED I F I CONCRETE (Typ. TOP & 4' II BOTTOM) M GL STING- I; SECTION X1-X1 W/n * ALTERNATIVE SECTION X1-X1 W/n* Zo class Min. I (END & INTERIOR MULLION) (END & TERIOR MULLION o N r OR G 1 r W ORIENTATION 2 Al/ ORIENTATION k 1)a ,I (6"x4"). (4"%6") 3"x3"x1/2"xO'-4" 1/2" _ 1 1/z", 11 1/2" 1 1/2- (6061-T6 /2"(6061-T6 ALLOY) 1 I 1 �• I 1 --•--•5�^� - �! I EXTERIOR Alum. ANGLE EA. SIDE V;/ i I I I (2) 3/4"0 THRU BOLTS c 1i7 ( TO MULLION©& 1-0-1 3� -•6- 3" - - - - 3• o= N " KWIK Z Z ® i ® EX NSIO ANC BOLT TZ �_ G 1 Gal EXPANSION ANCHOR N w Q/8 Or I' I �:� I Q/8 Or V!/ 6" Min. EMBEDMENT TO \ 111 POURED CONCRETE (Typ. I 4. z o R/8 or ij R/8 orTOP & BOTTOM) 4" EXTERIOR N R'/8 I R+/8 1s" EXTERIOR w 1 1/2' 1 1/2' t 1/2• 1 I/z' X1 (iYP.TGF+/BOROIA)ii X1 1 1/2' L 3"x3"x1/2"xO'-8" (6061-T6 ALLOY) /_3 -B" (6D61-T6 ALLOY) G (TrP.TOP/BGRGlA) Alum.ANGLE EA, SIDE W/ 2) 3/4"0 Alum. ANGLE EA. SIDE V:/ 2) 3/4"¢ �� I t/2' THRU BOLTS TO MULLION G1 & (1) THRU BOLTS TO MULLION Gal & (2) 3/4'0 KNIK BOLT T2 EXPANSION IK BOLT TZ EXPANSION ANCHOR YW/ 6"Win. EMBEDMENT TO 1 I; I ANCHOR VI/ 6" Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP P 3 SECTION X1-X1 W/ POURED CONCRETE (Typ. TOP & I' 7 1• I * BOTTOM) BOTTOM) POURED CONCRETE (ND & INTERIOR MULLION) (END MULLION ONLY) (INTERIOR MULLION ONLY) (rc - 3 ksi Min.) ( �I: '•� �/' 1 I I I +. // 8" Min. THICK REO'D. QED^E OF AB (W/ ORIENTATION N 1) ALTERNATIVES SECTION X1-X1 W/ EDGE Of SLAB, L'L� 'IF GE (8"X4") IF APPLICABLE («I/ ORIENTATION # 2) ) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION (4"X8") -9" Ain. E.D.-----+ I Mi, E.D. I ANCHORS 0 INTERIOR MULLION (ORIENTATION y2). 1T' T )�AI I�/j'�AND BOX NOT SHOWN FOR CLARITY --9" Min. E.D. - Mtn. E,D,--- -FOR (1) 3/4'0 KWIX BOLT TZ EXPANSION �rx�-'' -" v e ANCHORS © END AND INTERIOR MULLIONS � CC FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©& (ORIENTATION #1 & (12)AND �� Q( � ) , * �¢r 2011 nLrEEG INC. Nautilus GMAC BY: END MULLION C ORIENTATION 2Lc, FLOORTO CEILINGITRAPPED MOUNTING:MULLIONS.(G)OR C71 -t7 r� �ee��6�'�=� Ro1RngShueterSystem (�/2y,7 SECTIONS W-1 '.- ---`—': 7¢ ���. E C 0 1 N c. GArt aRA ,Nr SAFE, TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �'ti,�0"p A �'•Q 1 au N..-eu..n.ne.sos.Yxcr'u cw9ms.n.viae 1626 S.W.BILTMORE STREET 1 -244 (s RIDP `_�644 nw;(_os)en11-1uSteCDOaoI0 m). +611 PORT ST.LUCIE,Fl._319B4 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION _si 1, a moE9-0006719 PBD=(8 AI 7.9-50.16•rAx (772)871-099D �AW,xG O'••••••• ` ! WAL�R A TIL LR Jr P.E. SCALE: 1/8' 11 P.E:'9r�J,AS}�, .IR/DATE vwRIGA Ua/44167 yn+ SNECT iG Gv as ire'--4•' I~I-- 4- Min. E.O. _ Min. E.D. (4) ANCHORS— 1 3"x3"x1/2"z0'-4" -2"-1 ('-'(SEE SCHEDULE SI) I(SEE SCHEDULE #tf (SEE SCHEDULE a1) (6061-T6 ALLOY) I OSEE MAXIMUM©(INTERIOR)k GI (END&INTERIOR)TRAPPED MOUNTED MULLIONS EDGE OF SL4i ,EDGE OF SLAB 3" Alum. ANGLE EA IF APPUCA6IE ! S°AN CO'9ERED BY SCHEDULE IV FOR INSTALLATION CASES 1,la k IT ON SHEET "IF APPLICABLE 1 SIDE VI/ (2) 1/2"0 1 3" 25. THRU BOLTS —� - 1 (LIMITED LOAD.MULLION SPACING AND SPAN INSTALLATION): \ TO MULLION 1. 4 T— I"DRIISIALLglCN CAE 1 -RESIDENTIAL AIJD COMMERCIAL APPUCA71ONS WITH 560.8 ! I I p.s.f,MAXIMUM AS.D.DESIGN PRESSURE RATING, 3" POURED CONCRETE 3"x3"x1/4"x0'-8~ I I 12'-0"MAXIMUM MULLION SPACING. ! !I (rc = 3 ksi Min.), (6061-T6 ALLOY) SEE SCHEDULES 11 R 12 FOR ADDITIONAL SPECS. SEE SCHEDULE qt, Alum. ANGLE EA. SIDE 1 1/2" G,1 9• EXTERIOR I&A1140 CAE!.-RESIDENTIAL AND COMMERCIAL APPLICATION W s 1• W/ (2) 1/2-0 THRU A I /560.8 P•• II I I I MAXIMUM A.S.D.DESIGN PRESSURE RATING,8'-0" BOLTS TO MULLIONG 1 I/2' iI I MAXIMUM MULLION SPACING. a I I-.--•-6" ! SEE SCHEDULES III k+2 FOR ADDITIONAL SPECS. EXISTING GLASS _ALTERNATIVE SECTION X1-X1 W/n* —I' ISTAIAIIW CIE D-COMMERCIAL APPLICATION FOR 5100.0 p.s.f.MAXIMUM AS.O. 1• i I 11/2" DESIGN PRESSURE RATING,8'-0"MAXIMUM MULLION zo ;!Min, ! � (4"x'6" INTERIOR MULLION ONLY W/ ORIENTATION # 2) SPACING.SEE SCHEDULES j1 k Q2 FOR ADDITIONAL ' -'-"`G OR G1 11/2' 1 SPECS. N � I! (2)ANCHORS 3"x3"x1/4"xO'-8" --'I i" 6" 1'�- (SEE SCHEDULE 12)' 2•-r2"•-I (6061-T6 ALLOY) I ALTERNATIVE SECTION X1—X1 W/ GCS* Alum, ANGLE EA SIDE 3„ W/(2) 1/2"e THRU a:D BOLTS TO MULLION (4"x8" INTERIOR AND END MULLION W1 ORIENTATION # 1) <D ® ® G1 I ! 4" SCHEDULE /1 No �= Q/8 or� 111J Q/8 or � � I EXTERIOR MIN sue N R/8 Or 1! / INSTALLATION MIN.ANCHOR MIN EDGE y R $ Or 4 F.NGHORS - �' CASES THICKNESS ANCHOR TYPE d 512E(TYP.TOP k BOTTOM) DISTANCE FOR j Iw I ( ) I REO'D. EMBEDMENT ANCHOR R'/$ 1 R�/$ (SEE SCHEDULE N1) ' 1 1/c z" `I T 1I/2- 3WEDCEHBOLT ANCHOR FORSCREW ©h 0(INTEROR)POWER 21/2- 51/2" g I W/ORIENTATION a2. I 8" * E 4• 1/2.0,RIL71 INC HUS-H SCREW h 1/2.0 POWER FASTENER ® ® ALTERNATIVE SECTION X1-X1 W/ WEDGE-BOLT ANCHOR FOR®1 (END k INTERIOR)MULLION 3- 6- W/ORIENTATION/1. 1 (NP TCP/60R0!A)Ij I X1 (4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1/2"o HIL-11INC KWIK BOLT TZ ONLY FOR©k®INTERIOR .t ! (IYP,TGP/BORGlA). ORIENTATION,/ORIENTATION e2)&©(END MULLION W/ 2 1/2" $ 1/2' II (60b1-T6 ALLOY)Alum. 1/2b L71LR I,NC HUS-H SCR k 1/2"0 POWER FASTENER I U A`lGLE EA SIDE'1!/(2) WEDGE-BOLT.ANCHOR FOR(F�CJW&©(END OR INTERIOR 3- G. I I; it. j" ---_- 1" MULLION)W/ORIENTATIONS III OR/2. I" ! 1/2.0 THRU BOLTS TO "Q_ - I IAL'LLION�Gl ! I 1/2-0 HILI INC KWIK BOLT TZ ONLY FOR G kINTERIOR �/x MULLIONS W/ORIENTATION#2)k®(END MUWON W/ 3 1/4" 7 1/2" ORIENTATION/1). (.OGT OF SLAB (�`1 "� 6"8"EXTERIOR II 6" 1/Z"o HILTI INC HUS-H SCREW OR 1/270 POWER FASTENER IF APPLICABLE I ! WEDGE-BOLT ANCHOR SEE•NOIE OH SCHEOUL fb'ON EDGE OF SLAB I ! SHEET 25,VAUD FOR END k INTERIOR MULUONS�O Min. E.D. .1 / Min. E.D. �J IF APPLICABLE (SEE SCHEDULE '#1)- 1 1 W%ORIENTATIONS�'l OR�2, / ~(SEE SCHEDULE !V 1)-1 (4)ANCHORS _ ______ ! _ 1 LPOURED CONCRETE (SEE SCHEDULE #1) 1"! SCHEDULE l/2 (r. = 3 ksi Min.), OR uIN.EDGE SEE SCHEDULE #1. •-.-�L.- MIN.SUB 4 3" I IN CASES DN THICKNESS ANCHOR TYPE&512E(TYP.TOP h 807704) EILIBEOMENT DISTANCE FOR ALTERNATIVE SECTION X1-X1 W/ REO'D. AHGIa( FLOOR TO CEILING/TRAPPED MOUNTING;MULLIONS LGA OR(G `-' L E.>k 13 4- 5/8.0 HILT]INC HUS-H SCREW d 5/8'0 POWER FASTENER WEDGE-BOLT ANCHOR. 2 1/2" (4"x SECTIONS W-1 8" INTERIOR AND END MULLION ONLY,I I, A �) FLORIDA BUILDING CODE (Non High Velocity Hunieane Zone) Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* - 2D17 TILTEDD INC' ORA"BT. No.44167 ' Na u til us LG APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS "fC � `= RoWngShutter System 0/p4/17 DATE SCALE: 1/8•= I' J- TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ���A(.�` /hy(,A1E� .••��EI I\\` Ab!.lv..t. Gu¢e6,1Av]SR IC 1626'S.W.BILTMORE STREET Oos:an- 17-244 * SIDE RAIL D AND BOX NOT 1 •'••.r.r:•••••'�� /1 "-moa:GR�a9o9eLeem PORT ST.LUCIE,FL.34984 DRAWING O S 6 11 EB-0006719 PNONL'(a01) -9051,FAx:(l12)WI-e99a SHOWN FOR CLARITY 1 WALTER A.TILUT Jr.p.E. ua P.E' �If, t C/DATE FLORIDA LA0,144167 ry:/r SHCET iM OF 2b t EDGE IF APPLICABLE 2"xMULLION DEPTHxt/8"Cont. \ �� �` \� \ ALUM. TUBE (TOP do BOTTOM) %V/4 V/ 1/4"ox3/4"ITW BUILDEX TEK SCREWS 7 3/4' 1 \ 5/16"0 TAPCONS XL W/ 2 1/4' 1y/ 1'0.0.4.060"GALVANIZED STEEL MIN. E.D. 2 1/6" Min. EMBEDMENT 0 24" o.c. WASHER 0 24' o.c. Min. I" EDGE 1F APPLICABLE, . \ / \ ,-4, EDGE IF APPLICABLE CONTINUOUS POURED I J 7 3/4" Min. E.D. \ 2^ 7• CONCRETE(f'c=3 W!!n.) 10" 2' \ ----.�...- 8" Min. THICK REO'D. ( I �— 7 3/4" Min. E.D. 2„ 2' I 2 END CAP 2- i POURED CONCRETE ' 7 3/4' ' I (('c = 3 ksi Min.) POURED CONCRETE Q. Min. E.D. i-c0. E0. I B" Min. THICK REO'D. \ EXTIOR (f'c = 3 ksi Min.) < EXTERIOR \� �� i a" I \+ 8" Min, THICK REQ D. O N I EXTERIOR \ - NN OR G1 I z— F... ��OP, Gi1 2 4. �OR G1 ze N (� n 1 7 J/4"Min. E.D. 2'• i `^ Q/8 Or 11 ItR/8 /8 Or 7 3/4' Min. E.D. .2It rj { r<= R�8 Or n I Or __ �\N8"(6061-T6 ALLOY I 7 _4"x4'x3/8" II I - GLE FA. SIDE. ) / AJunn. A GLELEA.)SIDE. R�8 - -- Rr�$ EDGE IF APpLICABLE- p - - � c_ ' EDGE IF APPLICABLE N NJ 1 * ALTERNATIVE SECTION X2-X2 W/(G�OR�* z o EXISTING n M'"' ' 1�' D (WALL.MOUNTED.SHOWN, MAY BESECTION X2-X2 W/n OR ALSO INSTALLED TRAPPED MOUNTEC GLASS SII j PER SECTION R'-R' ON SHEET 8.) (END .& INTERIOR MULLION (END & INTERIOR MULLION11 \I (W/ ORIENTATION 1) (W/ ORIENTATION ° 21 'L 1/16"\\\\ � I �v (6"x4" or 8"x4") (4"x6" or a"x8°) � lAin..E.D '� 1• L_1 1/2%1 1/2"x0.062"xCONT. ALUM. a 7 3/4" — ---" - 3 ANGLE W/ 1/4"Ox3/4" ITV! BUILDEX �I MIN. E.D. \ I TEK SCREWS ® 24" o.c. TO TUBE. I 1 1/2' SIDE RAIL @ NOT SHOWN FOR CLARITY 7" CONTINUOUS POURED N ; 1 I CONCRETE(rc-3 ksi Win.) ., 7" l0' 8" Min. THICK REO'D. i V '\ (tYP.Topmr1w) .-----'1 1/2' Lam-- = T 1- 1 1/2- 1 (M.TOP/Bo11Du) / I�4'x4%3/8'xO'-10'(6061-T6 ALLOY)Alum.ANGLE �.��A•Tilt " ' MIN. E.D. •` -EO EO-i EA, SIDE W/ (2) 3/4'0 THRU BOLTS TO MULLION ''I�+' : �\ & (2) 3/4-0 KWIK BOLT TZ EXPANSION ANCHOR '�@'�''GEH$'''';�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 'Lx \ `\ \ WALL"(lMin. EMBEDMENT NTTTO)POURED CONCRETE ` �'^ i EDGE IF APPLICABLE T' No 44167 �, � 02017 nliECO INC. DRAWN Bf: *: Nautilus WALL MOUNTING:MULLIONS (G�ORn :- � �---s===e RoutngShutter System W/24/17 '•;�: _J_� �L E INC. DATE POUREDSECTION W CONCRETE WALL _-9ot'' C� '�ee``� ."fi r``11 n�It 1 � l �' 6� EXPERTI SHUTTE1Ra SERVRE ICES INC. 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION ` S/p" ���6����< e-1:B-00067199.cvm -1(MOS P56IE I .(77)8571-0990 aRAYNG N° WALTER A.TILLIT ' P.E. SCALE: 1/8'm 1' P.E. SS32�{'91(AIR((1 E/DATE Ftoaw Uc.f itr,167 nv xn SHEET 11 of 26 1 1/»0x3/4"OV!BUILDER TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE W/ 1'0.0.x0.060`GALVANIZED STEEL 2"xMULLION DEPTHzt/8' Cont. TUBE TOP.& BOTTOM W MASHER 6 24"o.c. ?—----— �C,\' ____4.—__ � I �� \\ 7-ALUM. (' ) / EDGE IF APPLICABLE, i 2 1/2" \ ;.5/16"0 TAPCONS XL W/ 2 1/4" 7 1/2' Min. E.D. 7 1/2' Min. E.0 104n. EMBEDMENT 0 24"-o.c. ____i_ i 2-X 2" MIN. E.D. T— ! '�' 1`• 7 1/2"Min. E.D. I Ti-2. i�1(/-4• 2" POURED CONCRETE } (f'c - 3 ksi Min.) 3 1 2" r POURED CONCRETE �. I 6" Min. THICKNESS EXTERIOR / i S \_/ (Yc = 3 ksi Min.) g�.EXTERIOR REVD. THICKNESS { 1 1/4• ` ®- REQ'D. it 2„ i" G 1 7 1I/2".CONTINUOUS POURED��i EQ.-1 EQ.-j I —END CAP p• �G OR G 1 { + w CONCRETE(I'c=3 ksi Mn.) 7 1/2' Min. E.D. 2" I (—� 2' ' Min. EA. J 7 1/2" Min. E.D. 6" Min. THICKNESS 4"_� L._......_.. _ t L--.- z REO'D. I 4'44"x1/4" i 4"x4'x5/4" (6061—T6 ALLOY) —BOR G'I (6061—T6 ALLOY) ——T Alum. ANGLE EA. SIDE. EDGE IF APPLICABLE J Alum.ANGLE EA. SIDE. EDGE IF APPLICABLE./ I EXTERIOR In ;; i ALTERNATIVE SECTION X2-:X2 W/n OR(GI * ALTERNATIVE SECTION X2-X2 W/ (G-)* �to ii t (INTERIOR MULLION) (END & INTERIOR MULLIONS) ffiN It I ® (W/.ORIENTATION # 2) (W/ ORIENTATION # I Q/8 or „ � Q/8 or I (4°x6" or 4"x8") (8"x4") R/8 or n R/8 or z= R'/8 ; ( ' R"/8 OSEE MAXIMUM©(INTERIOR) do G1 (END & INTERIOR) WALL v In 1" I MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR w l�M1n I (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHEET 25 .7 EXISTING { O BE ALSO INSTALLED TRAPPED j Cuss �I i MOUNTED PER SECTION R'-R' (LIMITED LOAD. MULLION SPACING AND SPAN INSTALLATION): s ri ON SHEET 8.) INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL \\�2 1/2" APPLICATIONS WITH X60.8 p.s.f. I Min. E.D 1^ O F1 1/2"x1 1/2"xO.062"xCONT, ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 1 1/2" ANGLE W/ 1/4"0x3/4" ITW BUILDER RATING, 121-0" MAXIMUM MULLION MIN. E.D. ��* TEKSCREWS 24' o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO 4' CONCRETE W1 HILTI INC HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. ® 3 1/2" 17 x i 3 1J2'6" INSTALLATION CASE n, - COMMERCIAL APPLICATION FOR 1100.0 X2 '— (tr. 1 1/4• -- (rrn.To?/Bor1oN) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" ` 1 t/a" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 /2" Co: NUOUS POURED ( 4"z4"xT/4"z0'-6"(6061-T6 ALLOY) Alum. ANGLE CONCRETE W/ HhTI INC KVJIK 90LT TZ ANCHORS. .MIN. E.D. CONCRETE(Pc=3-k—s --� EO EQ-EA SIDE 1V/,(2): 1/2"0 THRU BOLTS TO MULLION Mn.) 6" Min. THiCKNESS'\ & (2) 1/2"0 KWIK BOLT TZ EXPANSION ANCHOR "` SIDE RAIL tD NOT SHOWN FOR CLARITY \, REO'D. �' W/ 3 1/4' Min. EMBEDMENT TO POURED CONCRETE (�' Q.'ii WALL. (TYP. TOP & BOTTOM). •'/�y.�' EDGE IF APPLICABLE �'� �,•'••••••••••••• �,' l .� CjEN •'••. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS (G�OR� � n POURED CONCRETE WALL 0 2017 TtLTECO INC. • DRANTI M. a` iso.444 fi7 ' Na u til us SECTIONW-2 ,){„ _, "`� RollingShufferSpsfem % ft E C O g T. DATE OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION * '' '� ' w�~ TILLIT TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �'• 1� °is�. `iTosM� s10 Y��,.;bars,a„„° 1626 S.W.eILTMOFE STREET 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS Fc+ UR�`�'�r° ``1 "°°'G °°m F11FF_POOR) ST.UCIE.rL.34984 4 jeer mss° 1 SCALE: 1/8'_ 1' S. T VIALTER AOTIL T'JG P.E. / •F.6 fjFfjyI6J6(•I TURE/DATE FLORIDA u°./14167 17.17+ SNETT 11A or 26 ------5"Min. E.D.-•---i—•-4' Min. E.C. OR (1) 3/4"0 KWIK BOLT T EXPANSION ~_Z. AN 0 END MULLION�. 3"x3'x+/2"x0'-4' (ORIENTATIONS.#1 & #2). (6061-T6.ALLOY) Alum. I 1 11 2' FOR (2)3/4"0 KWIK BOLT TZ EXPANSION ANGLE EA. SIDE W/ (2) "Min. E.D. �9 Min. E.D.— —ANCHORS 0 INTERIOR MULLION 3/4"0 THRU BOLTS TO 1 11 2" I ! �" i (ORIENTATION 1.2). ® MULLION & (1) 3/4"0 / KWIK BOL TZ EXPANSION EDGE OF SLAB r-r i• I, I ANCHOR W/ 6-Min. 1F APPUC4BLE 1 n' IEDGE OF SIAB EMBEDMENT TO POURED APPUCA9LE CONCRETE (Typ. TOP & BOTTOM) G2 T EXTERIOR T_ (POURED CONCRETE 111 L L J I, (f'c 3 ksi Min.) II 3" + I I8" Min. THICK REO'D. II i II 1 I u I f EXISTING-11 cv.ss i, 1 SECTION X3-X3 W/ G? Min. 5 ; 1/2" 4 1 1/2" Maim (VI/ N # 1/2" (END MULLION ONLY n I ORIENTATION i) N N n I (7,.x4) 4" I 3" w �I Q�8 —} 4 Z li I I " I a o r I G2 EXTERIOR EXT17tIGIR G2 o=zi i I t +/r iTs L_3 1/2".1.3 1/2' X3 7 (Trp,TOP/BOTLOV):! (TYP.TOP/BOTTOM) L3"x3'xt/2'x0'-7" (6061-T6 ALLOY) _/3'x3"xt/2"x0'-7" (6061-T6 ALLOY) Alum. ANGLE EA.SIDE 1Y/ (2) 3/4"0 Alum. ANGLE FA. SIDE W/12) 3/4"0 j i i I THRU BOLTS TO MULLION *& THRU SOLT'S TO MULLION tQ3 & POURED CONCRETEI II L t 3/410 KWiK BOLT TZ EXPANSION (2) 3/4-0 KWIK BOLT Tc EXPANSION p 3" !(Vc.='3 ksi Min.) ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO 11. 1• I B" Min.THICK REO'D. POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & ---- BOTTOM) BOTTOM) /�✓// /'11 i /� // (END MULLION.ONY) (INTERIOR MULLION ONLY EDGE OF SlAB"j iiiEDGE OF SLAB ALTERNATIVE SECTIONS X3-X3 W/ IF APPLICABLE IF APPLICABLE (W1 ORIENTATION i! 2) FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION .• (4"y,7°� 9" in. E.D. i Min. E.D. ANCHORS 0 INTERIOR MULLION® A:TI Q;.B2). �EC�........ SIDE RAIL @ AND BOX NOT SHOWN FOR Min. E.D. ^" Min. E.O. ,• eu CLARITY. FOR (1) 3/4"0 KWIK BOLT EXPANSION 4� •JGG�+�,t•••. ANCHORS 0 END MULLION FLORIDA BUILDING CODE (Non High Velocity Huriicone Zone) (ORIENTATIONS N1 & a2). t' y "t. *; cxmT nuECO INC. Nautilus LiS "�� FLOOR TO CEILING!TRAPPED MOUNTING:MULLION G2 cG Rol/iny Shutter System DS/24/+7 SECTION W-3O INC. DATE TILLIT TESTING 3 ENDINEERINO COMPANY EXPERT SHUTTER SERVICES INC. s.n »5 vacA u¢oq n.55,ee 1626 S.W.81 TMORE'STREET • 1V 1111 """'Lem 9:,ble Ocels mixt-'O51 PORT Si.LUaE.Fl..34984 1 7-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * �ONA1 `�l sft EB-0006719 P---(e55)M-0056,r-IM)B>,-0 DRAWING MO i'797rTYlxTt WALTER A.TILLIT Jr.P.E. SCALE: 1/8''= 1' P.E. SEAL/SIGNATURE/DATE FLORIDA Uc./4416i nv, m SNEET 12 or 26 J J O SEE MAXIMUM©(INTERIOR).TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. COVERED BY SCHEDULE 1 b' FOR INSTALLATION CASES 1, la & 11 EDGE OF SLAB-{(`(SEE SCHEDULE (jt)—"1 (SEE SCHEDULE �it)!EDGE OF SLAB ON SHEET 25. IF APFUCABLE i ! IF APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTAUAMON CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS 1 WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN 3"x3"x1/a'xo'-7" i" 1` PRESSURE RATING, 12'-0" MAXIMUM n \-POURED CONCRETE (6061-T6 ALLOY) S"�1 I II ' MULLION SPACING. (I•c 3 k:i Min.), Alum. ANGLE EA. SIDE i; SEE SCHEDULE 01. W/ (2) 1/2.0 THRU / /1� SEE SCHEDULE #1 FOR ADDITIONAL SPECS. J! BOLTS TO MULLION' 'LTJ" INSTALLATION CASE Ia - RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN E%ISTING�"'� 2" EMIOR PRESSURE RATING, 8'-0" MAXIMUM MULLION GLASS I�i� G3 1/2' SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. z^ INSTALLATION CASE Il - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. 7''--- s ry FXTERIDR (4) ANCHORS MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" MAXIMUM MULLION SPACING. SEE (SEE SCHEDULE pt) ? SCHEDULE #1 FOR ADDITIONAL SPECS. o- Q'/8 " it ! ALTERNATIVE.SECTION X3-X3 W/(* a Q 8 (W/ ORIENTATION # 2) SCHEDULE #1 <j (2"x7" INTERIOR MULLION ONLY) rn0= INSTALLATION MIN. SLAB ANCHOR TYPE & SIZE MIN. EDGE 2U I CASES THICKNESS DISTANCE FOR MIN. ANCHOR REO'D. (TYP. TOP & BOTTOM) EMBEDMENT ANCHOR w SIDE RAIL OD AND BOX NOT SHOWN 3/8'0 HILTI INC HUS-11. FOR CLARITY. SCREW, ® ® l 4" 3/8"0 POWER FASTENER 2 1/2' S 1/2• WEDGE- BOLT ANCHOR X3 (TYP.TDP/80TTON) (TYP,TOn BCTTG!J) 1/2"0 HILTI INC KWIK Ia 4" BOLT TZ 2 1/2' S 1/2' s ll POURED CONCRETE II 6.1 1/2'0 HILTI INC KWIK 3 1/4" 7 1/2" ' BOLT TZ +' 3' �(Fc -3 ksi)Ain), 1' SEE SCHEDULE g1. /�// //•' ' / E OF SLAB EDGE OF SLAB !EDGIF APPLICABLE'i 1 IIF APPLICABLE Min. E.D. Alin. E.O. "(SEE SCHEDULE /ft) •-•(SEE SCHEDULE R1)' FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 1 ,, �ty A T/j(/T�A. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TILTECP INC, 0p1—eY. No.44167 '°• Na u til us L.C. O .' •�'?{'-'�� * RoLing Shutter System Os/x4/17 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION 6A1E �'. - TILLIT TESTING a ENOINEERINc couPANr EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS ;,;;; (` �n' TE° STREET t -2aa lllltta0aol.eort, DRAW Nu SCALE: 1/8'_ (' ��� Lll EB-0006719 PNoxO 1—)7.9-sone,r9x:(n7)671-090 WALTER A TILUT Jr.P.E. P.13s I /DATE FLORIDA Lk.n as 167 1nn sNm 1y,or zfi ,Y EDGE IF APPLICABLE 2"xMULLION DEPTHxi/8"Cont. \ \\ ^ALUM. TUBE (TOP & BOTTOM) W/ \ \ \`,"�\� \• 5/16"¢ TAPCONS %L '.Y/ 2 1/4" 1/4"oz3/4'ITW BUILDE%TEK SCREWS YI/ 1"O.D.xO.060"GALVANIZED STEEL 2 1/6" Min, EMBEDMENT 0 24" o,c. WASHER 0 24"ac, MINS E4D. MIn.I E.0 i".�..._\•. 1" EDGE IF APPLICABLE-\ 1" 1 T----i 2"J , ��1 7 3/4Min., E.D. \ I ^T @-1 NO z CONTINUOUS POURED T CONIC A )� 2" I t i 8"Mn.THICK REO'D. I POURED CONCRETE \ I \ I (f'c = 3 ksi Min:) �� i 8" Min. THICK REO'D. \\ EXTERIOR END CAP \\ 734 Y II Min.E.D. NOTCH WEB EO.rEO. � \ 2" �, (TYP. TOP/BOTTOIA) _4• _ off \ \,'��•,`.,'\\�'\\,'\�\� '\\ — g Ii I 7 3/4"Min. E.D. \\ 1" \ ` 4"x4"x3/8" (6061-T6 ALLOY) N Mtn. \ '-Alum. ANGLE EA. SIDE. Z v -- `I 0 (WALL MOUNTED SHOWN, MAY BE i to EXISTING_;; I ALSO INSTALLED TRAPPED MOUNTED O GLASS �„ ; PER SECTION 0'-0' ON SHEET 8.) EDGE IF APPLICABLE o� Z G2 10 EXTERIOR SECTION X4-X4 W/ G? (END & INTERIOR MULLION) 0= ® (W/ ORIENTATION >' 2) Q'/S (4°x71,) Min. E.D t' �1 1/2"xl 1/2"x0.062"xCONT. ALUM. SIDE RAILNOT SHOWN FOR CLARITY 7 3/4- ANGLE W/ 1/4"¢x3/4" ITV! BUILOEX 11 MIN.,E.O. _ \ TEK SCREWS 11) 24" o.c. TO TUBE. I , 1/2" ------------- 7' 7' CONTINUOUS POURED--- CONCRETE OURED-—CONCRETE(f'c=3 ksi IFn,) 6" Min. THICK REO'D. I I" X4 _.1_� X4 r�.roP/60nou) ,� i (T a.TOP/fianou) 1 1/2" 1 1 2" — - 7 3/4" '' f� 7 MIN. E.D. \ EO EQ–`4"x4"x3/8'x0'-10"(6061-T6 ALLOY)Alum.ANGLE � ` n��'��/� EA. SIDE W% (z) 3/4"0 THRU BOLTS TO MULLION 1 V� e`1ec� ,\ �;''••C1L19p••'�''•. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1\\\ , �\ \\\ \\ 4• & (2) 3/4'¢ KYIIK BOLT'TZ EXPANSION ANCHOR . VI/5" Min. EMBEDMENT TO POURED CONCRETE . p{rn C 2Of7 iILTECO INC. • Lx1AarA 6r: EDGE IF APPLICABLE WALL. (TMP.,TOP & BOTTOM). ` v'44167-. '°• Nautilus LC_ WALL MOUNTING:MULLION RoUing Shutter System 06/24/17 F IL G C O INc. DATE POURED CONCRETE WALL d AJ�i 7 w�� Taur resnNc d CNGINE[RING COMPANY EXPERT SHUTTER SERVICES INC. SECTION W-4 �O F(Q OP.'.\'C°1`s �"w''`„".';'Tmleil_'m'"e°'`"`I=n 14/M%.. 1626 S.W.BILTIAORE STREET 17-244. -. p•••.••••.••• �6 11t <-m<2:un<«o<WL<om Puarc:POW1 T.nie E.FL(141111 oe2o DPAr IrW END&INTERIOR WALL MOUNTED MULLION INSTALLATION S ti a` ED-0006719 WALTER A LT. Jr.P.E. W`x SCALE; 1/8" 1' P.E. Sff�/F{jpyyi(TR/DATE FLORIDA Lia t 4.167 /N/,� my SHEET 13 OF 26 f< ,r EDGE IF APPLICABLE EDGE IF APPLICABLE2"xMULLION DEPTHx1/8"Cont. } (-.ALUM. TUBE (TOP & BOTTOM) W/ 1/4"0x3/4"ITV!BUILDE%TEK SCREWS (5/16"o TApCONS %L W/ 2 1/4' W/ 1^O.D.x0.060'GALVANIZED STEEL 'Min. EMBEDMENT ® 24" D.C. I / \ WASHER 0 24"o.c. 4 3/8'Min. E.D. MIN. E.D. 1• i G31` �� - ! CONTINUOUS POURED 1' Z ( T CONCRETE(f'c-3 Msi Mr.)-••--- �' 2" 3 1/2" \ 8"Min. THICKNESS _L I — REO'D. j. D(TERIOR ' 4 3/8" I 7 1/4" Min..E.D. I END CAP 4 3/8" Min. E.C. o ! � CONTINUOUS POURED Z CONCRETE(Pe=3 Iii lFin.) j1 I 8" Min,THICKNESS gN RE D. 1.Min. � EDGE IF APPLICABLE-" i; i G3 - - - _ = r 1 SECTION X4-X4 W/ G3 o ° (INTERIOR MULLION) n (WALL MOUNTED SHOWN, MAY EXISTING i I BE ALSO INSTALLED TRAPPED (W/ ORIENTATION # 2) w GLASS -11 I MOUNTED PER SECTION O'-Q' (2"0•') a { ON SHEET 8.) -_tA� DRERIOft O SEE MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN w -f i; ® COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES V & TI' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND ii I ' 8 SPAN INSTALLATION QQ' :8 ) \\` 2 1/2"`. \\ INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL Min. E.D1^ 1 1/2°xt 1/2'x0.062"xCONT. ALUM. APPLICATIONS WITH ±60.8 p.s.f. 4 3/8" - -\� �; -'ANGLE 1'!/ -1/4"ox3/4" ITW BUILDER MAXIMUM A.S.D. DESIGN PRESSURE { MIN. E.D. TEK SCREWS © 24" o.c.. TO TUBE. RATING, 12'-0" MAXIMUM MULLION ® ` SPACING. VALID FORCONNECTION TO 4 I ® CONCRETE W/ HILTI INC HUS-H OR (ra.lwAmTou)3 11/2• I X4 POWER FASTENERS WEDGE-BOLT (rm.TOPAeortDu) ANCHORS. I T I INSTALLATION CASE ]f - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 4 3/8" �\-(2) 3/8"0 KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO LAIN. E.D. W/2" Min.,EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. "'•�t \•. �-\� WALL. (TYP. TOP & BOTTOM). EDGE IF APPLICABLE'/ `•� CONTINUOUS POURED ,, '�Qc a.TI( SIDE RAIL DQ NOT SHOWN FOR CLARITY CONCRETE(('c=3 Id Man.) .......... 8" Min. THICKNESS REQ'D. �T`I' � tviN®S,�•'•.,• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonc) WALL MOUNTING:MULLION. 63) 44167 POURED CONCRETE \. 0 201 niTEcoINC. DRAWNR .SECTION W-4 � y}r-'\ = Nautilus Rolling Shunter Spslem Ge/zs/u ��L E�.Q INc. DATE INTERIOR WALL MOUNTED MULLION INSTALLATION * =�a rrl� Pa'�y TILLIT TESnNO&ENGINEERING'COMPANY EXPERT SHUTTER SERVICES INC. �{✓ .,C��•:• �"C'T1 ersx l >o (�umOs_N »,m 1626 S.W.BILTIIORE STREET 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS '°S/p(yq>V*sI!'t` °-"Fa'onGs,A°°" ��: aN9-o1alE raX:(1 3)en-oa9o � MO WALTER A.TILLII Jr.P.E. SCALE: 1/8" = 1' P.E.'S 1SP.{t•1A�E1)2E/GATE FLORIDA Lie.1 a4167 nv� sRER ILA or 2G .E TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.1.)FOR THE.OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(fl)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2' BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP On),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12'.8'OR 7'), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W)ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(OGG,V.@&@),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEEIS 10,10A,11,11A,12,12A.13 8 13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAPe .T-ED)_OR WALL MOUNTINGS OF MULLIONS INTO RG,G FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR GIVEN MULLION TYPE( , 8 ). L6wc:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING, I.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ie:PROVIDES SEPARATION SHALL BE,BASED ON CHART le.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO - - TO GLASS FOR PRODUCTS W/O OR Wl STORM BARS(SEE.STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va;Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3,ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &,BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES to THRU 2c ON SHEETS 24.25&26 W/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',8.'OR 7'),AND DETERMINE MAXIMUM MULLION SPAN CHART Ie,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(C- ,0,0&0). MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD:STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING(3TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE pG�, , 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN.PRESSURE RATING AND STORM BAR FOR A GIVEN MULLION TYPE &+4@). SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND'FOR VARIOUS `.PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 8&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES. �''� � GENS' ✓,j � • FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) NO.441677 : � C'2017 TLTECO,INC. Mh—a, . `• Nautilus I.C. W . �24�17 Rolling Shufter System t9 9: = 1L ECO�N�. d>E 0 . TILLIT TESTINO tr ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Z /t �":,4V 1 cvf na��'^T�n•..wa t rt vlea 1626 S.W.SILTMORE STREEr , 1 17-244. a-moT Wlec•Ottol.eem PORT ST.LUCIE.FL.14984 oPA,NNc,b Sia/TA! *� lffF EB-00067,9 rxp E 0.)T.9-o•A,rAx:p)It 81,-oY90 t��—ttl WALTER A TILLR Jr,P-r ' P.E. RE/DATE FLORIDA.C.144,67 u•n, ,� SNER t.of 26 Y SLAT PERFORMANCE CHARTS Ia, Ib, Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.1),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O STORM BARS CHART Ia CHART Ib CHART Ib' CHART IC USE MAXIMUM VALUE BETWEEN POWT E AND NEGATIVE ASA.LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5/16"m TAPCON XL ANCHOR 5116"m TAPCON XL ANCHOR USE MAIMMUM 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. LMAX.' (FT) 'Ewe (FI) 'LMAX.- (FT) MEASURED TO BACK OF SLAT (in) DESIGN 3RESSURE TRAPPED BUILD-Our EULD-OUT WALL TRIPPED BU;D-OUT BUILD-our WALL TRIPPED BURn-our BUILD-OUT W/O STORM BARS W/STORM BARS RATING MOUNT MOUNT F&T 6 MOUNT W/(D MOUNT MOUNT VN&T 6 MOUNT W/@ MOUNT MOUNT VNT MOUNT W E (p9() SEE NOTES# SEE NOIES# SEE NDn9# SEE NUTES SEE NOTES# SEE NOTES# SEE NOTE# SEE NOTES* SEE NOTES# SEE NOTES# �..%k 6 SFE ND ZONESWIND ZONE ND ZONESWAND 20NE 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 1/2' 67 7- 3590 20'-0' 15'-3' 20'-0' 18'-0" 20'-0' 15'-0" 19'-O' 16'-3' 20'-0` 15'-_0• 16'-3' 14'-0' 1" 14 1/2' 6" 7" 40.0 20'-0" 15'-2" 19'-7" 16'-6 20'-0" 14'-5" 17'-4" 14'-10" 18'-11' 14'-5" 14'-10' 12'-9" 1' 14 1/2" 6' 7' 45.0 20'-0' 15'-0" 18'-0" 15'-3' 20'-0' 14'-2" I6'-0' 13'-9" 17'-4 14'-2' 13'-9 12'-0' 114 1/2' 6' 7" 50.0 20'-0 14'-10" 16'-9' 1 14'-2'- 19'-1" 13'-1' 14'-10" 12'-10' 16'-2' 13'-1 12'-9' 11'-0" 1' 14 1/2" 6' 7- 55.6 20'-0' 14'-8" 15'-8 13'-4" 17'-9" 12'-4' 13'-11" 12'-1 15'-0' 12'-4' 12'-0' 10'-6' 1' 14 1/2" 6" 7' 60.019'-5' 13'-9" 14'-9" 12'-7' 16'-9' 11'-8' 13'-2' 11'-5" 14'-2 11'-8 11'-4' 10'-0" 1" 14 1/2" 6' 7- 65.0 18'-4' 12'-11' 13'-11' 11'-I1 15'-9 11'-0" 12'-5" 10'-11" 13'-4' TI'-0' 10'-10" 9'-6" 1' 14' 6' 7" 70.0 17'-4' 12'-1' 13'-3" 11'-4' 15'-0' 10'-6" IV-10" 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'-4' W-11' 12'-0' 10'-0" 9'-10' 8'-10' 1' 13 1/2" 6" 7' 80.0 15'-9" 11'-0' 12'-0' 10'-5 13'-7' 9'-5" 10'-10'� 9'-7• 11'-7' 9'-5" 9'-3' 8'-6' 1' r121 6' 7- 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' 1' 6' 7' 90.0 14'-2" 10'-1" 11'-2" 9'-8' 12'-6' 8'-10` 10'-1' 8'-11' 10'-9' 8'-10' W-10' 8'-0" 1" 6" 7" 95.0 13'-5' 9'-8" 10'-9 W-4' 12'-0' 8'-5' 9'-9' 8'-7' 10'-4' 8'-5' 8'-6' V-9 1' 6' 7' 100.0 12'-9" W-4' 10'-5' 9'-i" 11'-6" 8'-4" 9'-5" V-4" 10'-0" 8'-4 T-217'-6" 1" 6'-- 7" 105.0 12'-2" 9'-0" 10'-1' 8'-9' 11'-3' 8'-0' 9'-2` 8'-2' 9'-8' 8'-0' 8'-0' 7'-4' 1' 6' 7" 110.0 11'-7' '8'-8' W-9" 8'-6 10'-11" 7'-10 W-10' 7'-11" 9'-3' 7'-10' 7'-9' 7'-2" 1' " 7"115.0 1V-1" 8'-5' 9'-6' 8'-4' 10'-7' �'-8- 8'-8' 7'-8' 9'-O' 7'-8' 7'-8' 7'-0' 1' 6' 7" 120.0 10'-8" B'-1' W-3' W-2' 10'-3' 7'-5" 8'-5` 7'-6" W-11" 7'-5" 7'-5` 6'-10' i` 11' 6" 7- 125.0 10'-2' 7'-g' ._....9.0._._ T_l.t__..._10_-0'._._..7.._2'---'-- 8,_2. 7._4" 8,_8. 7'-2. 7,-3. 6._8. 1' 11. 6" 7- 130 9'-10' T-6' 8'-9' 7'-9' 9'-9' 7'-0' 8'-0" _ 7'-2' -'8'-5-- 7' - 7•-2. - 6,._8• 1' 10 1/2' 6• - 7" 135.0 9'-5" 7'-2' 8'-6" T-7" 9'-6" 6'-10' 7'-10` 7'-1" W-0 6'-10" 7'-O' 6'-5' 1' 10 1/2' 6' 7' 140.0 9'-1" V-11" 8'-4" 7'-5' 9'-1' - 7'-8' W-11" 8'-0" - 6'-10' 6'-4' 1' 10 1/2" 6" 7' 145.0 B'-10' - 1'-2' 7'-3" 8'-10' - 7'-6' - 7'-10' - - - 1' 10' 6' 7- 150.0 W-6" - 8'-0" 7'-2" 8'-6" - 7'-4" - 71_9• _ _ _ 1' 10" 6' 7" 155.0 B'-3" - 7'-1O' 7'-0' 8'-3' - 7'-2' - 7'_7• _ _ 10' 6' 7" 160.0 8'-0" - 7'-8" 6'-10' 8'-0" - 7'-1 - 7'-5" - 1' 10" 6' 7' * NOTES 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS - ANCHOR ANC SPACING SCHEDULES ON SHEETS 17 18 INDICATE THAT 111`� � A ✓ AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT 111 SPAN AND A.S.D. DESIGN PRESSURE RATING. \ ........... . ". G`E,• FLORIDA BUILDING CODE (Non'High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH '• 02017 nLTECO INC. ► L'RA1e1 er: 3/8-0 KWIK BOLT 3 ANCHOR OR 5/16'o TAPCON XL ANCHOR, INTO " f NO.406 NauflluS Ec POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR � 1 "b_ ''• RoLing Shutter System ob724�17 WITH 1/4"m TEK SCREWS AT MULLIONS CONNECTION. VALID FOR -E1.;.. --'�-- �-�r IL E C O INC. DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. 1 ,D EXPERT SHUTTER SERVICES INC, Q�"•.�jj. � • 'tQ-\\\\ TILLIT TCSTINO h ENGINEERING COYPINV L"''VVV`f TIL IT :eSS N s..-EN INEE ING C rt vice 1816 U BERS RVI 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE ,�(` \ °"^^•:a>oe> !-+v^ r^•+(>a+bn-1v1 17-244 ` 11 61:-00067eel.eom PORT ST.LUCIE,FL 1 984 .) DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. _ e-°s� �� 111 EB-00067:P PNo1+E:(wot ns-4wa,rAx:(x721 e71-csao 1NnvnNc Ne p HALTER A TILLn Jr,P.E P.E. P. I I wE ATE FLCTLOA Uc./4167pp+ SHEET I5 OF 2b MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE,W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A:S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT DESIGN SLAT SLAT SPAN RANGE PRESSURE PATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't s J0.0 g" 9• 9. >31-40 9• 9. 9. g. 9. 9. >41-60 9" g" 9` g" 9" 9' 7" _ 5 5/8" >61-60 g" 9' 9' 9" 9` 8" 5 5/8" 5 5/8 .-SLAT t NOTE: >81-105 9• g" 9. 9' 6 1/2" 5 5/8' - SPAN' MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN >106-120 g^ g" 9" 9" 8" 6" - - �oD PRESSURE RATING SHALL >121-140 9" 9' 9" B.' _- ER EXCEED MAX. SLAT >M-1609" 91, 9 7" 7` - - - SLAT SPAN DEFINITION SPAN INDICATED ON SLAT 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'f RANGE(P.a s 30.0 9,. 9. 9. 9. 9. g. 9. _ >31-40 9" 9" 9" 9" 9" - >61-80 9" g" 9" 9° 9" - >81-105 9" - >106-120 9" 8 1/2" —a121-140 9' 9" 9" 7" - - - - >141-160 9° 1 9" 1 8" 6" - BUILD-OUT MOUNT MM.A.S.D. SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't NG GE(P.m.n C EO ® D EO ® EO D G E Q E E Q S 30.0 9" 9' 9. g" g" g• g` 9. 9.9" 9" 9" 9' 9" 9" 9" 9" 9" 9' 7 3/4' 7° 7° 5 5/8 >31-40 9" 9" 9` 9' 9" 9" 9' g" 9" 9" 9" 9" 9. 9" 9" 9" 9' 7" 7" 6" 5 5/8" 5 5/8" 5 5/8 >41-60 9" 9` 9" 9" 9" 9" g" 9" g^ g" g" g" 9" g" g" 7 1/2" 7 1/2" 6" 5 5/8" 5 5/8" 5 5/8' 5 5/8" 5 5/8" 9' 9' 9' 9' 9' 9' 9' 9" 9_' 9" 9" 7" 5 5/8° 55/8" 5 5/B 5 5/8" 5 5/8" - _ - - - - >91-tos 9" g" g" g" g" g^ g' g• 9' g" 8" 6 1/2-.6 3/4" 6 3/4' 5 5/8 5 5/8" 5:5/8" 5 5/8 - - - >106-120 g" g" 9^ 9^ 9^ 9" 9^ 9' 8" 8" 8" 6 1/2'" 6" 6' S 5/8 5 5/8" 5 >121-140 9" 9" 9" 9" 9" 7 1/2 8° _ 8° 6 1/2' 6" 8" 6" 5 5/8' 5 5/8"-5 5/8 - .>IAI-160 g" 9' 9" 8- B" 6" 7" 1 7" 15 5/816 3/4" 6 3/4*15 5/8 15 5/8' 5.,5/a" Eli 111.71 411 '"-�•''• r.ju FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 44167 : . c20n nTfco IN ECO � L.C. ._�\ Rolling Shutter System 04/24/17 IL E C O INC. DATE pp; ST—` ` TICCIT TESTING a ENGINfERINO CONPANY EXPERT SHUTTER SERVICES INC. '•, ;' ,� asss rqr. camas.n ss:ee 1626 S.W.eILDiORE STREET •,K0 ; .:(ms)mt-tau.r�r(ese)nt-tsst 1 7-24A RID, S(, ,� N' e_m;{I:6n"eoGoel.e;nm PORT ST.LUCIE,FL.34764 DRAWING Nv s `� 111 E8-DOD6719 E:(eDo)149-cm6.rA+:fm)eT1-Dsro ,4 WALTER A TILLIT0067:r.P.E. RLI ^^� tt� I DATE FLORIDA U,./44167 N/n m SKEET 16 OF 26 L MAX.ANCHOR'S SPACING SCHEDULE VU FOR A GIVEN SHUTTER MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT ASCD, SLAT SPAN RANGE DESIGN PRESSURE MTM 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > W-20't RINCE(p.f). s 30.0 g" 8" 8'� 8" 8" 8" 7 1/2" 5 1/2" >31-40 _ 8"_ 8" 8' _.. 8" B. 8" - - 6" 4" >41-60 g.. 6""— g„ - —8„~'- 8" 6., - 4.. 3 3/4" t NOTE; >61-80 g" g^ g^ g^ 7" 4 1/2' 3 3/4" - MAX. SLAT SPAN FOR A >81-105 _g^ 8^ 8" 6 1/2" 5" 3 3/4" 3 3/4" - !—SLAT GIVEN A.S.D. DESIGN LOAD SPAN >106-120 1 g" 8" 8" 5 1/2" 4 1/2" 3 3/4 - _ SHALL bpiR EXCEED MAX. >121-140 SLAT SPAN INDICATED ON >1z1- 8" 7 1/2" 6" 4 1/2" 4" 3'3/4" - - SLAT PERFORMANCE CHART >141-160 8" 6' 5" 4" 4" ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT SLAT SPAN RANGE DESIGN NG 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't - RATING RANOE(pif) s 30.0 6" 6" 6" 6" 6' 6" 6" 5 1/2- >31-40 /2">31-40 6" 6" 6" 6' 6" 6" 5 1/2" 4 1/2- >41-60 6" 6" 6" 6" 6" 5 1/2" 4" _ 4" >61-80 6" 6" 6" 6.1 6" 4" 4" - >81-105 _6" 6" __6" 6" 4 3/4" 3 3/4" 3 3/4" - >106-120 6" 6" 6" 5" ___ 4" 3 3 3/4" - - >121-140 6" 6" 5 3/4" — 4" ��3 3/4" 3 3/4- *141-160 /4">141-160 6" 6" 5" 3 3/4" -7 3/4" BUILD-OUT MOUNT ASD. SLAT SPAN RANGE DESIGN0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > W' 20't RATINRAN peQ E E E E E E E E E -E E .0 EE E E l=Y EO ® QE E E s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" .....6`............_.6y__. 6" 6" 6" "6' ,6" 6" 5 1/2" 5 '1/2" 4 1/2- 4"_ _4" 3 3/4" -'---- ...._..---.—...........-_.._— __..._.. .__.._.._..._... >31-40 6" 6" 6" 6" 6" I 6i' 6^ 6' 6" 6" 6" _ 6' 6" 6" 6" 6" 5' 4" 4" 3 3/4" 3 3/4" 3-3/4" 3 3/4" >41-60 6" 6" 6" fi" 6" 6' 6" 6" 6" 6" 6" 6" - 6" 6" 61 4' 4" 3 3/4' 3 3/4" 3 3/4" 3 3/4" - - - _... >61-80 6" 6" 6' 6" '6" 6" 6" 6" 5 1/2 5" 6" 5" 5" 5" 4" 3 3/4" 3 3/4" - 13 3/4" 3 3/4" - - - - >91-105 6" 6" 6" 6" 6" 6" 6" 6 5 3/4 4 1/ ' 4 1/2" 3 3/4"3 3/4' 3 3/4" 3 3/4" 3 3/47 3 3/4" - - - >106-120 _6" 6" 6" 6" ,6" 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 3 3/4' 3 3/4" 3.3/A: .,._._....__......_..._....--- - >121-140 6' 6' 6" 5" 5. 4" 4 3/4" 4 3/4" 3 3/4 >141-160 6" 6" 5" 4 1/2" 4 1/2713 3/4 4" 4" 4" 4" 3 3/40 4A4A77 ;••••,'4v •••'•.✓.'`, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 9qy w� C 2017 P.LTECO INC. AWA Nautilus D"''""o" `4 A j Rol/ingShvtferSpstem Ge%+17 oTE * IL E C O�f• f�s% i/ TILLIT TESTING k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �—nn nID r�4VQ 1A "•"+R.r.�e,a s s .lw nc cARoe s,n.i",Ae 1626.S.W.BILTMORE STREET 17-244 V V Pro..:(xem„-liio."rn:cYSW�,_,9I 117 aL PORT 5T.LUCIE,FL._984 mOA:IIaom M" ANAL Ea-000006706719l.eo E,(SM)T49-9056,rAN:.(7)2)e1,-099a DRAWING WALTER A.TILUTI,ji P.E. P.E. S�E:�/5(d117rA URE/DATE FLORIDAOc.(. 167 niN sNEn 17 or 26 MAX.ANCHOR'S SPACING SCHEDULE VU - 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 MAXDEMON SLAT SPAN RANGE RATING 0'-4•t > 4'-5't > 5'-6't > V-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RANGE(P—) S 30.0 8. 8" 6" 8" 8" 8" 6" 4 1/2' -- --........._.._----..._.. >31-40 8" 8" 8" 81. 8' 7' - >41-60 6" 8• 8. 8- 8- 4 1/2- _ _>61-80 8^ 8- 7 1/2- 7" 5 1/2' _ _ t NOTE MAX. SLAT SPAN FOR A >a1-1as 8" a" 7 1/2" 5" 4" 1 - _ _ SLAT GIVEN A.S.D. DESIGN �SPAN� >tofi-tz0 e^ 7 1/2' 6" 4" - - _ _ PRESSURE RATING SHALL B" 6" _ 5" - _ _ _ ��� 1 ER EXCEED MAX. SLAT >1z1-too SPAN INDICATED ON SLAT >ut-16o 7" g^ q- _ _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAX DESIGN A.S.D. DEStGH SLAT SPAN RANGE _ PRESSURE_ RATING 0'-4't > 4'-5't > V-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RANGE(p.•.t.) z 30.0 6" 6" 6' 6" 6" 6" 6- >31-40 6" 6" 6" _ 6" 6" 6" 4 1/2- - >41-60 6" 6" 6" 6" 6" 4 1/2" - >61-80 6" 6^ 6' 6" 5" 4 1/2" - - >81-105 6" 6" 6" 4 1/2" _ 4 1/2" >106-1m 6" 6" 5 1/2" 4' 4 1/2" >tzt-140 6" 5" 4 1/2" 3 3/4" >141-160 6' 1 5" 4- BUILD-OUT MOUNT MAX.A.S.D. DESIGN SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-1,t > 7'-9't > 9'�-12't > 12'-16't > 16'-20't RANGE(p.6.1a Q E E E E E E E E 0 E l3E E EO LS 0 E 0 Q /� s 70.0 6" 6' 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6•' 6" 6" 6'• 6^ 5 1/2^ 4" 4 1/2- >31-40 6" 6' 6• 6" 8^-_..__6^ .._ 6- 8^ 8^ 6- 6" 6" 6' 6. 6" 5 1/2" 5^ 4" - 4- - - - - >41-so 6" 6- 6• 6" 6" 5" 5 1/2" 5 1/2' 6" 6" 6" 6" 6" 5 1/2' 4 1/2• - - 3 3/4" >61-80 6" 6" 6" 6" 6" 5 1/2 5 1/2" 5 1/2. 4 1/2' 5" 5" 4" 4' 4' - - - - - 3 3/4' >91-t05 6- 6 6" 6" 6' 5 1/2'-5 1/2 5 1/2" 4 1/2 3 3/4" 3 3/4' - >106-120 1 6" 6"_ 6' S 1/2' S 1/2" 4 1/Z 4 1/2" 4 1/2' 3 3/4' - >121-140 6" 6" S 1/2' 4" 4" 3/4� -- >141-160 5- rj" 4' \ r�R.•''•••••' 4T FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) •` 'x.. �, C2017 TILTECO INC. DRAWN fit; ,40 Nautilus L.C. 167 -\ Rolling ShotterSystam 09/24/171L ESC INe, DATE TILLIT TESTING k ENGINEERING aauPAF1Y EXPERT SHUTTER SERVICES INC. e{.•••'. tel/�•Q \\ am Nom+:x I.t sbiiixa.ac•. r+ruxi n..uxa 1676 S.W.ELTNORE STREET sJc. a.:(aaT)eN-1w 17-244 =_fin RIDP 4A 1\ a-mai:lOtecoo6olcom PORT ST.LUCIE.FL 34964 V ••,,��1t1 ES-OD06719 PNxu-:(6007 749-90]e.rAYi(172)eTl-w90 ORAMNG NO •• WALTER A.TILER Jr.P.E. 1'".E; $•• WW/DATE FLORIDA Lic./44167 �1 n N/.r r SKEET 18 OF 26 SCHEDULE VC: Vx FORCES (Lb/FT) &Vy FORCES (Lb/FT)ACTING.AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDIRGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9` > 9'-12' > 12'-16' > 16'-20' RATING (psr) Vx Vy Vx Vy Vx Vy VxVy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 1 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 - >61-80 10 160 616 200 767 240 796 280 1007 360 1 1695 480 1 2422 600 2547- 596 >81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 — — >106-120 313 240 728 300 881 3.60 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 320 1186 400 1,322 480 1873 560 1 1740 640 — — — — — — SLAT 'SPAIN� [o] *NOTE: SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES. Vy SIDE RAIL__[::# Vx Vy �'11..��.•�G�/9Sl•"��' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) No,4416702017 T,LTECO WC. ORA"Irr. Nautilus �`^ t Rolling Shutter System 0H/24/17 DATE Qom:'fi �••;: TILLIT TESTING R ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 1 +" .^ �. �► t1 ssss.pv.xu;,ti.-1...296 .xry:.c.+c17.s.n u.ee 1626 S.W.HILTMORE STREET S RSP •••••• V •..•..:(:9e)en-1610°ro:(.b6}U1-u61 17-244 -mail:Nltee999ol.eom PORT SST.LUCIE,FL.}4081 ORAWPIG DPJA1, itt C EH-0006719 PHONE:(e W)749-9056.FAY:(772)671-0910 WALTER ORMA L...IT.4t P.E. 1 SHEET 19 W26 P,E. SEAL/SIG:rTi��l1�i� DATE _SLAT PERFORMANCE CHART Ib 1 & IC 1: (ONLY VALID FOR 1/2"SLIP) SLAT PERFORMANCE CHART IIb 1 & RC1: (ONLY VALID FOR 114'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.s O SLAT SLIP 118"AND _ FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p.s.0 AND SHUTTER MOUNT CONDITION FOR FORA GIVENMAXIMUM A.S.D.DESIGN PRESSURE RATING(p.s.0 AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS VVI 2"x4"STUDS, INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW INSTALLATIONS WIO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib 1 UIll*/ CHART IC 1 CHART IIb 1 USE T/ CHART LIC 1USE �1A�BEFIIED+POSTIK ANDNEGATIVE ASD•LOADUSE bvalww-Kib�E Uhl UMD." DISE MAN]WN VIUE BETWEEN POSITIVE AND NEGATIVE ALSO.LOW USE I&MM WUIE BETWEEN Pv9ME AroNEQUK ASA LOAD ML VNM MAX.SLAT SPAN � REQUIRED MIN.SERIIIIATION TO GLASS MFSURED TO 5116.0 TAPCON XL ANCHORWE MAaMUL POSITIVE A.S.D. XIMUM P059K ASA• ASA' 'LVVL'(rt) •(FT 8&4(OF SLAT m MIN.SLAT LOAD VALUE SMS"O TAPCON XL ANCHOR MIN. T LOAD VALUE, WOOD GRADE DESIGN r �i�� W/O SiORL 845 SPM! IFESSM WALL SPAN PATNA MOaNN MAX.SLAT SPAN •LLIN.' REQUIRED MIN.SEPARATION M GLASS MAXIMUM REQUIRED MAX. SLAT SPAN 'LmiN.. ���.SEPARATION 10 (w) rot¢ n" WIND ONES WTTD4ZONE A.S.D. 'LAux:' (rt) (r() M)511FiED TO BEd(OF SLAT(in) ASD• •LAUx' (H) (rt) MES)RFD TO a CK OF SLAT Mn DESIGN DESIGN O SOUTHERN PINE 12(G=0.55) 60. 4'-5' V-s' �PRESSURERATIGMOUWALLNT BmD-OUT -PIIr W/O STORM BARS P W� BUILD-OUT BUILD-art R W/O STORM 8425 DOUGLAS-FIR-SOUTH G=0.46 60 s'-5" 4'-5' D'-D' 1' S 1 2 RA1R10 MOUNE NIL9Q w/ 11011 w/ MOIIHI w/ W/ ( ) / (p.r) 1 n "No ZONES WIND ZONE (Peh � V1ND ZONES YfNO ZONE NOTES 6) NOTES (SEE NOTES e- t-3 4 (EEE xolEse) (SEE rake (SEE NOTES e); " 1-3 4 PRUDE PINE-11R-SQH(G=0.36 60 4'-5' 4'-5' 3o.D• 10'-0 0'-0' lo'-o• B'-r r 8 1/2" 30.0• V-3' 8'-3" 8'-3^ 1 7'-7 1 e 1/e' 10'-o' 10'-0' T 9' 1" 8 1/2- 35.0« T=9' 7'-9" T-9' 7--3^ t' 8 1/8' 40.0•� 10'-0 10'-0" - 10'-0' -7'-5 1"�_ _e 1/2' 40.0« 7'.-7' 7'-7" -7'�T V-0• r 8 1/8• 45.0•» �O'-a7 10'-0•--... IF-O' --7r-2- 1•- 8 1/2_ 7'-4" T-4' 1• a t/8' YA l0'-0' 10'-0' 10'-O' 7'-0' 1' 'B 1 2' 60.0'« 7'-3' T-3" 7'-3" 6'-6' 1' 8 f/e' 65.0•« 10'-0' IO'-0' 10'-0' 6'-9" 1" e 1 2' S5 _T-3' - T-J" 1• 8 , B' l''� %/%i%%" --,: 80.0«• 10'-0" 10'-0' 10'-0' B 1 2' .0•'� 7'-3' 7'-3' 7'-3' 6'-2' 1' 8 1 8' ............. ........ SLAT PERFORMANCE CHART MI: (ONLY VALID FOR 118"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 118"SLIP) I suT S2 i spur FORA GNEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(P.S.I)AND SHUTTER MOUNT CONDITION FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW FORA GIVEN A:SVD.DESIGN LOAD(ps.f),SKITTER MOUNT CONDITION INCLUDING i I '� S2C ANCHOR TYPE AND FOR INSTALLATIONS WIC,STORM BARS PER DETAIL 2BELOW I I z n= CHART IIIb 1 U�*� CHART IIID 1 ! !j '`oW suT SPAN DEFlNrcroN 5H6"o TAPCON XL ANCHOR '' • � Ilg IP1dIUY W4UE BEIfFLI PaSID1E At0 NEEATNE ASS L" '';E'-L!/E'Tal;'. LAE MAXIMUM VALUE A.S.D. USE MAXIMUM VALUE BETWFDI POSIIIYE USE W7aMU4 S RVA , o i1tKAll WLhTnIII 5118"0 TAPCON XL ANCHOR MIN. SLAT LOAD vALME AND NEGATIVE ASVD.LG4D AS.O.LLED VALUE - '' scaaa_CA t 1 SPAN VOL SLAT MRI.SLAT I ua1'rt 1 1;\ I UR>7 ui MAX. SLAT SPAN tum.. REWRED MM.SEPARATION TO am SPAN SPAN TO PLANS MEASURED To :: rn111 u 'L31Ax'(FT) (rt) MFsuREn 70 BAp(oe SLAT(in) DESIGN 'Lwx.' FT) 'LMLN' FT) aat a SAT 9") �. \ \\�.\\. 1/Z'FLAKAO AST) PIP YfAl1 BUILD-OUT BUILD EYYI"11w=Pm LOAD YMM.TAPED V/IEL TWaPFD (2)2•x4"1VDDD SUDS LUTING MOUNT %w/ Eau6 w/ •,��a�1•TID•dR W 0'STORM BARS (IMAM) a�euw� -art Ea��WIluTafn-aur W/0 STORM BARS "y/1 CM.EF-^H SAx,BEYa.3)T (PWT) � Ty WIND ZONES WINO ZONE IFS. y X16(6 MND ION WHO ZONE (5¢NolEsd) NOTEse (SEE IaiESe 1-3 4 30.0• 7'-6' 7'-6' 7'-6' 6--7" 1" 8 1/8- 30.0. '-G'am NOTES° NOTES° 1-3 ` DETAIL 1 (ELEVATION) 35.0« Y-2" 7'-2' 7'-2' 6'-4' 1' 8 1/8' 35.0« 6'-3' 40.0« 6'-9' 6'-9' 6'-9' 6'-1" 1' B I/8' 40.0•• 6'-0' - p NOTES: 45.0'« 6"'-8' e'-8" 6'-8' 5'-11" 1" 8 1/8' 45.0"' Y-10 50.0«' 6'-5' fi'-5' 6'-5' S'-9' t' 8 1/8' 5O.p... 5'-9' i. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 58.0«• 6'-3' E'-3' 6'-3" 5'-7' 1" 8 i/8' 55.0«• 5'-7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE TWAT A SPACING 60.0•" 6'-1' 6'-1" 6'-1' 5'-5" 1" 8 I B' 60.0•« 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Y/7 MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF ______ _--------------------------------) •VALID FOR=nASR-SCUM(G-0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER ......•- -------------------- i �I - SOUTHERN ANE#2(C-0.55) SIDE OF OPENING SHALL BE 33". i `----5 of - SPRUCE RPE-+1R-SITH(G=036) I i «VALID FOR DUIEZASIR-SOUTH(C 0.46) SU rHE1RJ FTN_'82(G=0.55) S IC'-1! ql 3 s 3 SLAT SPAN DEFINITION "'VALID FTER 5OUDfidN R FOR wA)i MOom a I i FLORIDA BUILDING CODE.(Non High Velocity Hurricane Zone) 10'-0'FOR BULD-OUT 'I i ,••• ••••' MAX fXPERi:G,1610TH i: 0 2017 DLTCO INC. INSTALLATION INTO WOOD FRAME STRUCTURES1 wPANY ECPALNG BY :. r3LsII . Rolling Shutter System 08DA2. 17 lL EC0NcXPERT SHUTTER SERVICES INC. T 71LLIT TESTING a ENGINEERING CO \�\ �.\\\\\\��y\., f / 4t 513 N.Y.•CU S 54.Mf.NCva UFfgi.R 3JIE6 1628 S.W.\_...1/z'PLw,aoD nNo �711 BILTMORE STREET 17-244 x6•WOOD STUDS Cy R� {{ 5-mal:tilteeoOcol.com. PORT ST.WCIE.F_.'34984 YR (2)2DRAVANG w { -L'(M)7E9-9016,LAY:(772)W71-ri2P(1 DETAIL 2(ELEVATION) 19 EA`H SDE BEYOND)T �-.�" 'ET-T waTER�A.TILUT".Pir dE P.E. SEAL/SIGNATURE/DATE FLORIDA GP./.4167 n.n m SREET 20 OF 26 ffi MAX.ANCHOR'S SPACING SCHEDULE V1 FORA GIVEN SHUTTER MOUNTING TYPE,WOOD GRADE,A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RANt3E WALL MOUNT&BUILD-OUT MOUNT TO 2"A"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL.1 ON SHEET 20) (SEE DETAIL 2 ON SHEET20) WAX110111 SLAT SPAN SLAT SPM RRM ".a.VEMOR WOOD GRADE A�� WOOD GRADE PFEMIRE IS to F to PRESSJRE RATM RANCT >ews* >Vtov >7 ul"VIolo" RAY1W FWME 04 d-e.to 4'-6" 5 30.0 6" s 30.0 6" 61. B. 6. 6.. f SOUTHERN PINE #2 40 6- SOUTHERN PINE #2 AfIA- 6- 6" 61, 6' 6. 4 3/4- (G=0.55) 50 6. (G=0.55) /1 501/ 61. 6" 1 6" -14— 4 3/4" 3 1/2" 60 6 60 6- 6" 5 3/4" 5 1'—' 3 3/4- 3 DOUGLAS-FIR-SOUTH 15 30-0 6" DOUGLAS-FIR-SOUTH s 30.0 6" 6 6 6' 61, 6. (G=0.46) —10 6" (G=0,46) 40 6" 6" 61, 5 1/4" 5 1/4" 4 1/4" SPRUCE PINE-FIR-SOUTH 5 30.0 6. SPRUCE PINE-RR-SOUTH 5" (G=0.36) 6" 5 1747 (G=0.36) BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RANGE ASIX — 01* WOOD GRADE PRm3u- >4-4 >V4 >6'"7' >1-4 RATING RANGE (09 0 �.A=1 OE 5 30.0 6" 1 6" 6" 61, 6" 6" 6- 6r" r 6. 6. 51. 6" 5 1/4" 5 1/4" SOUTHERN PINE #2 40 61, G" 6. 6" 6� 5 1/4- 5 1/4" 4- 4 (G=0.55) 50� 6*" 6 6" ) - --- —:" 4- Y 3- 60 fin 6" 6- 6- 6- 6" 5 3/4" 5L2�L I ).— - 0 6" r. 6. 6. r DOUGLAS-FIR-SOUTH S 30.0 6 6- ", r. 6" 6" G. 6. 4 (G=0,46) 1 40 6. 6" 6- 1 6- 1 6" 1 6" 15 1/2"1 5 1/2"1 5 1/2" 5 1/2'1 4 1/2 1/2 o SPRUCE PINE-FIR-SOUTH 30.0 6" 6" 6" 6- 6" 6" 6" 6" 6" 5 1/4" (G=036) A MAX. SPAN FOR SLAT FORA FLORIDA BUILDING CODE (Non High Velocity Hurricane zone) GIVEN A.S.D. DESIGN LOAD o zoi 7 rLTEco iNc. NAWN BY: R0.44167 Nautilus SHALL NEVER EXCEED MAX. Lo. SLAT SPAN INDICATED ON Rolling ShufferSystern ea/2A/17 7 SLAT PERFORMANCE CHARTS 11LIECO...; INC. DATE ON 20 SHEET, TILL17 'Aw EXPERT SHUTTER SERVICES AM— -.1 1525 S.W.MLTMORE STREET 17-244 ........ PORT ST.LUBE,Ft.3084 --il;ult-04.1— (m)7-9— DRAWING W A Es-convlo .If, WALTER A.rLLr J,P.E. SNfET 21 Of 28 P'E. S T6RE/DATE FtOMOA Lk. 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 A.S.D. STORM BAR SPACING (FT) DESIGN PRESSURE RATING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 11'-0 11'-0" 11'-0" 11'-0" 11'-O" 11'-O" 11' i l'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS 35.0 11'-O" 11'-O" 11'-O" 11'-0" 11'-0" !w/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 45.0 11'-O" 11'-O" 11'-O" 11'-0" 11'-0" 11'-O" 11'-O" 11'-0" 11'-0" 11'-0" 50.0 11'-0" 11'-0" 11'-0" 1.1'-0" THIS REGION IS ONLY VALID FOR INSTALLATIONS j 55.0 11'-O" 11'-O" 11'-O" 11'-0" w/ 2 OR MORE STORM BARS PER SHUTTER. f 60.0 i l'-0" 11'-O" 1 i'-O" 11'-0" 11'-0" 11'-0" 11'-0'. 11'-O" 11'-0" + - 65.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - 70.0 11'-0" 11'-0" 11'-O" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" + 11'-0" + - 75.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" * - - 80.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-O" 10'-10" + - - 85.0 11'-0" 11'-O" 11'-O" _11'-O" 11'-O" 11'-0" 11'-0" - 90.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" - 95.0 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" - - - - 100.0 11'-O" 11'-O" 11'-O" 11'-0" 11'-0" 105.0 11'-0" 110.0 11'-O" 11'-0" 11'-0" 11'-O" 10'-10" 115.0 11'-O" 11'-0" 11'-0" 11'-O" 120.0 _11'-O" 125.0 11'-O" 11'-0" 11'-0" 10'-10" - - - - - - 130.0 11'-0" 11'-0" 11'-0" 135.0 11'-0" _l.1_'-0" 1 1'-0" 140.0 11'-0" 11'-0" 11'-0" 145.0 11'-O" 11'-0" 10'-11" 150.0 11'-0" 11'-0" 15 11'-0" 11'-0" 160.0 11'-O" ,• ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN 1'1 ............... ;�'Q FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. 02017 TILTECO INC. LC.44167Nautilus r e Rolling Shutter System 08/24/7 �;- D�•- 1L EC.O imc. "TE Y TIWT TESTING t ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 1626 S.W.El TIJ0RE STREET ta .,. «.:cssss7,_,,0. •.:pw)sT,_,v1 17-244 w��P �.\ 111 e-mob:Glbc"Oscl.cem PORT ST.LUCIE.FL 34984 DRAWING Ns • •• tll EB-0006719 PNONE:1600)T4s-9s_6.GA pm)en-0ii0 WALTCR A.TIM Jr.P.E. RORIOA Ul.A 44167 n•n 6NCLT 12 Or- TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.) &STORM BAR SPACING (ft) SECTION S1-S1 (SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.) &STORM BAR SPACING (ft) GumSTORM BAR SPACING'!a"(Fr) STORM BAR SPACING"a"(1) i'I6.R9UI8 PfA'�e10 2' 2,667' 3' 3.5' 4' 4.5" 5' 5:5' 6' 6.667' G 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' fi' 6.667' 30.0 A.B,C,D 0.B C D A,B,C,D A,B,C,D A,B C D A,B.C,D AB.C,D A,B,C,D AB.C.D AB,C,D 30.0 A.B.C,D A,B,C,D A,B C D A8,C,D A,B,C,D A.B,C,D A,B,C,D A.B,C A.8,C A.B,C 35.0 0.B C,D 0.8C D_ A,B,C,D A,B,C,D A.B C,D AIB,C•D A,B,C•D A,B.C,D A,B, D A,8•C•D 35.0 8,C,0 B.C•D A,B,C,D 0.B C•D A,B,C,D A,B.0 ABC A.8,C A,8 A 70.0 B,C,D A.B,C,D A,B,C,D AB,C.D A,B,C,D A,8,C,D A,B,C,D A,B,C,D A,B,C,DA,B C,D 1010 A,B,C,D AB,C,D A,B,C,D A,B,C,D AB,C A,B.0 A,B,C A A A 45.0 •B,CD A,B.C,D A,B,C.D A.B.C,D A,B,C,D A,B,C,D AB,C,D A,B,C,D A,B,C,D A,B,C 45,0 A B C,0 A,B C D A,B.0 D A.B,C A.8,C A.B,C A A A A 50.0 A,B,C,D A,B,C,D A.B,C,D A,B,C,D A.8,C,D A,B,C.D AB.C,D A,B,C,D A,B.C,D AB,C 50.0 AB,C,D AB,C,D A,B.0 D A,B,C A,B,C A A A A A 55.0 A,B,C.0 A,B,C,D A,B,C,D A,B,C,D A,B.C,D A,B,C,D &B,C.0 A,B,C.0 AB,C A,B,C 55.0 AB,C,D A,8,C,D kB C A.8,C A A A A. A A 60.0 A,B,C,D A.B.C,O A,B,C.D A,B,C,D A.B.C,D A.B.C,D A.B,C.D A,B.0 A.B,C AB,C 80.0 A,B,C,D A,B,C AB,C I AB A A A I A A A 65.0 A.B,C,D 0.B,C,D A B C,D A,B.C.0 A,B C O A,B,C.D A,8,C AB,C A,B,C AB 55.0 A,B,C.D A,B,C _ A•B,C A A A A_ A _A A 70.0 B,C,D B,C 0 A,B C,D A,B.C,D A,B,C D A.B,C 0.B C A,B.00.B A '70.0 BCD A,B,C A,B A A A A A A 75.0 AB,C,D A,B.C,D A,B,C,D A.B.C,D A,B,C,D 0.B,C AB,C A,B A A 75.0 0. D B,C, A,8,C A A A A A A 80.0 A.B,C,D 0.B.C.D A,B.C,D AB.C,D A,0,C A,B,C 0.B 80. C A A A 0 A,B,C B A A A A A 65.0 BCD B.0 D A B C,D A,B,C,D ABC A.8,C AB A A A 85.0 ABC A A A A A A 90.0 A,B,C,D A,B,C,D A,B.C,D A,B,C A,B.0 A,B.0 A A A A _90.0 A,B,C A A A A A 95.0 A,B.C,D A,B,C,D A,8,C,D A,B,C A,B.0 0.B A A A A 95.0 A,B,C A A A A A 100.0 0.B,C,D 0.B,C,D A S C D AB.0 A,B.0 A A A A A 100.0 AB.0 A A A A ' 105.0 A,B,C,D A,B,C,D A,B.0 AB,C A.B A _ A A A A 105.0 A.B A I A A A 110.0 AB,C.D AB.C.D A,B,C A.B.0 A A A A A A 110.0 A A A A 115.0 A R C D AB.C,D A.81C A,B.0 A A A A A A 118.0 A A A A 120.0 AS,C,D A,B.0 A.B,C A.B A A A A A A •120.0 A-- A A A - - - - - - 125.0 AB,C,D ABC A,B,C A A A A A A A 123.0 A A _ A 130.0 B.C,O A,B,C __A.9,C A_ A A A A A „_ A .__ 130.0 A A A - - - - - - - 135.0 A,B,C,D A,B,C A,B,C A A - A---- --•A- --p-------•q�••�- - 135.0 A A A 14060 A.B.C,D A,B,C AB A A A A A A - _140.0 A A A - -- - - - -�--- 145.0 AB C,D 1 AB.G A,B A A A A A A - 145.0 A A A 150.0 0.8,C D B,C _ A A A A A - 155.0 AB,G A,B A A A A 153.0 q A 160.0 ABC AB A A A A A - - - 15..0 1 A I A - - - - - - - - ANCHORS TYPE LEGEND A 3/8'o CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5" Min. THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"ext 1/4" POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8"o-16 MACHINE SCREWS C 1/4"ex3/4' ALL POINTS SOLID-SET �•� ' ANCHORS W/ 7/8' Min. EMBEDMENT*TO IaI Q,11•���' rI�/' POURED CONCRETE (f'c = 3000 psi) & 11111I�` ,l 41'•'•. 1/4"o-20, 18-8 STAINLESS STEEL MACHINE ��� •••uG�Ls '.�•:• FLORIDA BUILDING CODE (Non High Velocity Burricane Zone) SCREWS ` '•• •44y¢7 •. 02017 OLTECC INC. I:PAMN BY: Im D 5/16"o ITW/BUILDER TAPCON ANCHORS W/ ) _ 7 ,Nautilus L� 2 1/4" Min, EMBEDMENT*TO POURED C� ••��', ";•;=- ;•; Rolling Shutter System Ca�2hn CONCRETE (f'c = 2899 psi) IL ECO tHc. STING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Q L[` 11 TICCIT TE Q •' v 1\ assn w�,.uan sx.s..vn.vww.w: x n.viae 1626 S.W.BILTMORE STREET Zi :.ixaMTl-ux.r.: <xisxal-wl 17-244 PORT ST,WUE.R.7a98a * EMBEDMENT IS BEYOND ANY FLOOR CEILING FINISH / 111 a-mea:12teeaeael.eaR, DRAWING Na Q/� 1 C6 II PNa�E:feta)U-sroe.nuc:(ni)eTl- AL L ,1 WALTER&TILLR'Jr.P.E. nn P.E. SEAL RE/DATE FLORIDA Lie.7 4•+67 n.m.Nv sNEn u or 2s l e SCHEDULE1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING A.S.D.DESIGN PRESSURE RATING(p.s.f.) & A MAX.MULLION MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. SPACING(ft)• DESIGN PRESSURE RATING(P.S.F.) & A MAX.MULLION SPACING(FT)' MAXIMUM MULLION SPAN(FI) MAXIMUM MULLION SPAN(IT) A.S.D.WAX. MAX MAXIMUM ©4"x6"x114"MULLION G1 4"x8"x1/4"MULLION G2 4'x7'z114'THIOK(3B'FUINGE)MULLION �'�DN WULUON ©4x8"x1/4"MULLION G1 4"x8"x1/4"MULLION G2 4'17"AWTHICK DES)ON MULLION SPACINO A'FLANGE)MULLION -RIESSURE SPACING PRESSURE RATINO ORIENTATION 1 RATB10 (R) (P.•.IJ (�• p (� ORIENTATION p2( ) .ORIENTATION p1 (o) ORIENTATION N2(Q) ORIENTATION#I (� ORIENTATION B2(Q) (P 4) ORIENTATION�1 ) ORIENTATION 2 Q) ORIENTAT)ON 1 (?) ORIENTATION/2(Q ORIENTATION/2(Q) END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR ENO INTERIOR ENO INTERIOR END INTERIOR 30.0 20'-0' 7'-10' 9-8 1 7'-3' 12'-0' 9'-4' 1 10'-7' 8'-0' 12'-6' 9'-8' 7'-6" 12'-6' 30.0 20'-0' 7'-10" 9'-8' 7'-3' 12'-0' 9'-4' 10'-7' 8'-0" 12'-6' 7'-6' 12'-6' 35.0 20'-0' T-4' 9'-3' 6'-9' 11'-5' 8'-8" 10'-0' T-7' 12'-6' 8'-11' 6'-11' 12'-6' 38.0 20'-0' 7'-4' 9'-J' 6'-9' 11'-5' 8'-6' 10'-0' T-7' 12'-fi' 6'-11' 12'-6• 40.0 20'-0' 6'-10' B'-10' 6'-4' 10'-I 1' 8'-1' 9'-7' 7'-3' 12'-6' B'-5' 6'-6' 12'-6' 440 20'-0' 6'-10' 8'-10' 6'-4' 10'-11' e'-1' 9'-7' 7'-3' 12'-6' 6'-6' 12'-6' 45.0 20'-0' 6'-8' B'-6' 6'-6' 10'-6' 7'-8' 9'-3' 6'-11' 12'-6" 7'-11' 6'-2' 12'-6' 45,0 20'-0' 6'-8' 8'-8' 6'-6' 10'-6' 7'-8' 9'-3' 6'-11' 12'-6" 8'-2' 12'-6' 50.0 20'-0' 6'-2' 8'-2' 60 9'-11' 7'-4' 8'-11' 6'-7 12'-6' 7'-4' 5'-11' 12'-6' 80.0 70'-0' 6'-2' B'-Z' 6'-0' 10'-2' 7'-{' B'-11' I2'-6' S'-11' 12'-6' '- 65.0 20'-0' S'-11' 7'-I1' 6'-8' 8'-7' 6'-3' 12'-4' 6'-8• 5'-7' 12'-6' 96.0 10'-0' 5'-11' 7'-11' S'-9' 9'-10" 7'-0' e'-7' 4'-10' 12'-4' 5'-7' 12'-6' 60.0 19'-5' S'-9' 7'-9' 5'-6' e'-6' 8'-4' 8'-B' fi'-2_ 12'-0' 6'-4' 5'-6' 12'-6' 60.0 19'-5' 5-9__ _ 7'-9' S'-6' 9'-8" !'-6"_ 12'-0' S'-6' 12'-6' 65.0 18'-4' 5'-9 7'-9' 5'-4' 8'-4' 6'-4' - 8'-4• _ - 6'-2 11'-10' 6'-4' S'-6 12'-6' 85.0 _18'-4' S-9 _ 7'-9' 5'-4' 9'-7' 6'-10' 6' S'-6 12'-6' 70.0 17'-4' 5'-9' 7'-8' S'-4' 8'-2' 6'-]' 8'-2' V-2' 11'-g' 6'-3' S'-6 12'-6' 70.0 17'-4' 5'-9' 7'-B' 5'-4' 9'-6' 8'-IO' 8'-4' 4'-8'_ 11'-9' S'-6 12'-6' 76.0 16'-6' S'-9' T-T 5'-4' _ e'-0' 6'-3" e'-O' 6'-2' 11'-T 6'-3' S'-6 12'-5' 75.0 16'-6' S'-9' T-7' 5'-4" 9'-5' 6'-10' 8'-3' 4'-8' 11'-7' 5'-8 12'-5' 60.0 15'-9' S'-9' 7'-7" 5'-4' 7'-10' 6'-J• 7'-10' 6'-2' 11'-6• 6'-J' V-6 12'-4• 80.0 15'-91 5'-9• 7'-7• 5'-4' 9'-<' 6'-10' B'-]' 4'-8' 11'-6' S'-fi 12'-4' &5.0 15'-0' 5'-9' 7'-7' 5'-4' 7'-9' 6'-3' 7'-9' 6'-Z' 11'-5' 6'-J' 5'-6 12'-3 66.0 15'-0' S'-9' 7'-7' 5'-4' 9'-3" W-10' 8'-2' 4'-8' 11'-5' S'-6 12'-3 D0.0 14'-2' S'-10' 7'-7' 5'-5' 7'-9'. 6'-4' 7'-9' 6'-3' 6'-4' S'-J 12'-3 90.0 14'-2' 5'-10' 7'-7' 5'-5' 9'-}• 6'-11' 8'-3' 4'-10' 11'-5' S'-7 12'-3 95.0 13'-S' S'-10' 7'-7' S'-6' 7'-9' 6'-5' 7'-9' 6'-5' S'-8 12'-3 930 13'-5' 5'-10• 7'-7' 5'-6' 9'-3' 6'-11' 8'-3' 4'-11' 11'-5' 5'-8 12'-3 100.0_ 12-9-9•- 5'-11' 7'-7_ 5'-7' 7'-9' 6'-6' 7'-9' 6'-4' 11'-5' 6'-6' 5'-9 12'-3 100.0 12'-9' S'-11' 7'-7' S'-7' 9'-3' 7'-0' w8'-2" 5'-0' 11'-5' S'-9 12'-3 105.0 12'-2' 6'-D' 7'-7' 5'-7' 7'-9' 6'-7' 7'-9' 8'-5' 11'-5' 6'-7' 5'-9 12'-3__ 105.0 I2'-2' '6'-0• 7'-7' S'-7' 9'_3'- 7'-1' aT-Z" 'S'-1' I1'-5' 5'-9 12'-3 6'-B' 7'-9' 6'-6' 11'-5' 6'-8' S'-10" 12'-3 1.10.0 11'-7' 6'-0' 7'-7' 5'-8' 9'-3' T-2' 8'-3• 5'-]' 11'-5' S'-10' 1T'-J 115.0 I1'-I' 6'-1' 7'-7' S'-9' 7'-g' 6' 12'-3 115.0 11'-1' '6'-1'_ 7'-7" 5'-9' 9'-J' 7'-� 8'-3' If'-5' S'-11' 1Z'-3 120.0 f0'-8' 6'-1' 7'-6' 5'-9' 7'-9' 6'-10' 7'-9' 6'-7" 11'-5" 6'-10' 6'-O' 12'-3 120.0 10'=8' 6'-1' 7'-6' 5'-9' 9'-}' 7'-J' 8'-2' S'-5' 11'-5' 5'-0' 12'-3 125.0 10'-2' 6'-2' 7'-7' 5'-10' 7'-10' 7'-0' 7'-10' 6'-9' 11'-5- 7'-0" 6'-1' 12'-3 125.0 f0'-2" 6'-2' 7'-7' S'-10' 9'-3" 7'-4' 8'-]' 6'-9' 11'-5' 6'-1' 12'-3 130.0 9'-10' 6'-S' 7'-7" 5'-10' I'-9' 7'-0' 7'-9' 6'-9' 11'-5' 7'-0' 6'-1' 12'-3 130,0 9'-10' 6'-3• V-7' $'-10' 9'-3' 7'-4' B'-2' 6'-9' 71'-5' 6--1' 12'-3 135.0 9'-5' 6'-4' 7'-7' S'-I1' 7'-10' 6'-10' 11'-5' 7'-2' 6:-2 12'-3 135.0 9'-5' 6'-4' 7'-7' S'=11' 9'-3' 7'-5' e'-3' 6'-t0" II'-5' - 6'-Z" 12'-J 145.0 9'-1' 6'-4' 7'-7' 6'-0' J-13" 7'-10' 6'-11' '11'-5' 7'-}` 6'-J" 12'-3 140.0 9'-1' 6'-4' 7'-7' 6'-0' 9'-}" 7'-6' B'-3' 6'-11' 11'-5' 6'-3' 12'-3 145.0 B'-10' 6'-5' 7'-6' 6'-0" 7'-9' 6'-I1' 11'-5' 7'-4' 6'-3' 12'-J 145.0 B'-f0" 6'-5' 7'-6' 6'-0' 9'-J' 7'-6' 8'-2" 8'-Ii' 11'-5' 6'-3' 12'-3 150.0 8'-6' 6'-6' 7'-7' 6'-1' 7'-9' 7'-0' 11'=5' 7'-5' 6_-4' 12'-3 150.0 6'-6' 6'-e' 7'-7' 6'-I' 9'_}• 7'-7• B'-2' 7'-0' 11'-5' - 6'-4' 12'-3 155A 8'-3' 6'-6' 7'-7' 6'-2' 7%.'-1' 7' 7'-9' 7'-1' 11'-$' 7'-fi 6_5_ 12'-] I55.0 8'-J' 6'-6'_ 7'-7' 6'-2' 9'-]'_ 7'-8' 8'-2' 7'-1' 11'-5' 6'-5• 12'-3 160.0 8'-0' 6'-T 7'-6' 6-2 T-9` 7'-2' 11'-5' T-7' .__. 6-6'v 12'-3 160.0 8'-0' fi'-T 7'-6' 1 6'-2' 9'-3' 7-9' 8-2 1 T-Z' 11'-5' 6'-6' 12'-3 MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. BEND MULLION W Z i �3 _INTERIOR s I MULLION 11111 � �R 4, 1 {`` •'.✓ FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) 0 201 mTEto weNautilus °""W" MULLION SPACING:"S" jY ""v`\ Rollin shutter -'�r�F'--�^_.�� 9 'tem 06/2./17 �Es-'.'-F• �-#'� IL EGO INC. DATE TItLIT'TESTINO dt ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. '�•�:•<•11t•4(`_1\1 dss w•.ae�s:s...us,vvrar�comms,n as�ee 1625 S.W.BILTNORE STREET 4 1 Froe.:Tsas)es1-Iva.m.:Ivs7en-Im 17-244 'Y�L� 61tN ill a-mal blleco0ao.eom FORT ST•LUOIE.FL 34984 DRAWwG Na 11 wee M.)7w-906.1.:(n7)en-a9vo w�s w.•��4fP/IF EB.TILUT19 WALTER A k.0 Jr,.P.E. P.E. SEAL/SIGNATURE/DATE RSIaDA tfe.�u167 mon � SNECT 2s pF 00 A SCHEDULE 1b SCHEDULE 2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(Fr)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D, A.S.D.DESIGN PRESSURE RATING(P.S.Q.&A 12'-0"MAX MULLION SPACING(ft)• DESIGN PRESSURE RATING(P.S.F.)&A 12•4"MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(TT) A.S.D.MAX . MAUL MAIOIIUY ©4'x6911/4"MULLION G1 4"xB'x1/4'MULLION G2 4'x7A.S.D. O DESIGN MULLION DL' 'THICK(3G`FLANGE)MULLION a1DESIGNMULLI N G 4916911/4"MULLION G1 4"x8"xt/4"MULLION G2 4'z7'xil4'THICK RATND PRESSURI SPACINGRATINIG SPACING .8'FLANGE)MULLION (P.-f-) (ft)• ORIENTAIIDN/1 ORIENTATION 2(U) ORIENTATION 1 t ORIENTATION/2(0) ORIENTATION 1 (� ORIENTATION 12(Q (pal.) (�' ORIENTATION/1 ORIENTATION 2 Q ORIENTATION 1 ORIENTATION 12 ) ORIENTATIUN 02( ) END INTERIOR END 110EMOq END INTERIOR END INTERIOR END END INTERIOR ENO INTERIOR END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR _30.0 _ 12'-0' 11'-7' IV-6• 9'-9' 12'-6' 12'-6' 12'-6• 10'-7' 12'-6' 12'-8' 1V-3• 12'-6• 50.0 12'-0' 9'-9' 11'-6• 9'-9" 12'-6• 12'-6' 12'-6' 10'-7- 12'-6' 11'-J' 12'-6' SSO 12'-0' 10'-7' 10'-11' 9'-2' 12'-8' 12'-e' 11'-11' 10'-0' 12'-e' 12'-8• 10'-4'- I2•-6' - 35.0 12'-0' 9'-2' 10'-11' 9'-2' 12•-6' 12'-6' 11'-1I' 10'-0' 12'-6' f0'-4' 72'-6' 40.0 12'-0' 9'-10' 10'-5' 8'-9' 12'-e' 11'-B' 11'-4' 9'-e' 12'-6' 11'-10' 9'-7' 12'-6' 40.0 12'-0' 11-9' 10•-5' B'-9' 12'-8' 11'-e' 11'-4' 9'-6• 12'-6' 9•-7• 12'-6' 46.0 IZ'-0' 9'-5' 10'-1' 8'-4' 12'-5' 10'-11' 10'-11' 8'-I• 12'-6' 11'-2' 9'-0' 12'-6' 18.0 12'-0' B'-1' f0'-1' B'-4' 12'-5• 10'-11• 10'-11' 9'-t' 12'-8' 9'-0' 12'-6- 50.0 12'-0• 8'-9' 9'-8' 8'-1' 12'-0' 10'-4' 10'-7' B•-9' 12'-8' 10'-7' 8•-6• 12'-6' SOA 12'-0' B•-1' 9'-8' 8'-1' 12'-0• 10'-4• 10'-7' B•-8' 12'-6' V-6• 12'-5- 86.0 12'-0' 8'-f• 9'-5' 7'-10' 11•-8' 91-10• 10'-S' e'-6' 12'-6' 10'-1' 8•-1' 12'-e' 55.0 12'-0' 7'-10• 9'-5' 7'-10" 11'-8• 9'-10' 10'-J• 8'-6' 12'-8' 81-1• 604 12'-0' 0'-0' B•-2' 7'-6• 11'-4' 9'-5' 9'-11' B'-J' 12'-g' 7'-8' 12'-6• 60.0 12'-0• 7'-6• V-2' 7'-6' _11•-4' 9'-5' 9'-I 1• 8'-S' 12'-B' 7'-9' 12'-fi' 0.7.0 12'-0' 7'-B' 8'-11_ 7'-2' 11'-0' 9'-I' 9'-8' 8'-0' 12'-fi' p'-3' 7'-3• 12'-e' 65A 12�-0• V-2• 8'-11' 79-2• 118-0' 9'-1' 9'-e' e'-0• 12•-6' 7'-3' 12'-e' 704 12•-0' V-4' B'-8' 8'-11' 1D'-8• 8'-9• V-5' 7'-f0' 12'-6' 8'-11' 7'-2' 12'-6' 70.0 12'-0' 6'-11• 8'-1• 6'-11' 10'-9• B•-9' p'-5' 7'-10' 12'-8' 7'-2' 12'-6' 73.0 12'-0' 7'-1' 8•-6' 6'-8• 10'-6' 8'-5• 9'-J' V' Ild 12'-6• V-7• 8'-11' 12•-0• 70.0 12'-0' V-11 8'-6' 6'-8• 10'-6• 8'-5' 9'-J" 7'-5' 12'-B' 6'-11' 12'-6' OOA 12'-0' 6'-11' 8'-4' 8'-5' 10'-3' 8'-2' 9'-0' 7'-5• 12'-6' 8'-4' 6•-B' 12'-6' KID 12'-0• 6'-5' 8'-4' 6'-5' 10'-J' B'-2' B'-0' 7'-5• 12'-6' 6'-B' 12'-6' 68A 12'-0' B'-e' e'-2' e'-]' 9'-8' 7'-11' e'-10' 7'-2' 1Z'-e' B'-1' 8'-e' 12'-8' 60.0 12•-0' B'-J' 8'-2' 6'-J' 10'-1' 7'-11' 8'-10' 7'-2' 12'-6' 6'-B' 12'-e' 90.0 12'-0' e'-6' 8'-0' 8'-1• 9'-2• 7'-B' 8'-8' 7'-D' 12'-5• 7'-f0' _ 8'-4' 12'-6' 90A 12'-0' 8'-1' 8'-e' 6•-t' 9'-11' 7'-B' 8'-6' 7'-0' 12•-5' 6'-3' 12'-6' 95.0 12'-0' 8'-f' 7'-f 0' S'-11' e'-8 7'-5' 8'-8• 6'-10' 12'-1' T-3' - 6'-2' 12•-8• 95.0 12'-0' 3'-11' V-10' V-11' 91-B' 7'-6• 6'-6' 6'-10• 12•-1' 6'-2' 12•-6' Y-8' 5'-8' 8'-]' 7'-0' e'-J• 6'-8' 11'-9' 7'-0' _.._. 6'-0• 12'-6' 100.0 12'-0' 5•-9• 7'-8• 3'-9• 9'-7'_ _ 7'-4• 8'-5- 3'-g• t 1'-9' 6'-0• 12'-6- t010 12'-0' 6'-0' T-7' 5'_B• 7•_10' V-8' 7'-10' -..6'-6' 11'-6 6'-8• _ 5'-10' 12'-4' 1010 1 '-0' S'-8' 7'-7' 6'-6'� -B'-4• 7'-1-1- 8'-3' S'-3• 11'-6• 5-10• T2'-4' SCHEDULEIV (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX SPAN(M FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D.DESIGN PRESSURE(p.s.f.1AND FOR 121-T(CASE 1)&8'-0'(CASES Is&II)MAX MULLION A.S.D.DESIGN PRESSURE RATING(p.s.f.),AND FOR 12'-0"(CASE 1)&8'-0"(CASE 111 MAX SPACING(ft)' MULLION SP LING ft MAXIMUM MULLION SPAN (Ft) MAXIMUM MULLION SPAN (FT) ' G 4'x6'xtl4'THICK G1 4'x8'x1/4'THICK G3 2'x7'x114'THICK gip, uAxUUM G 4_777 'x6'x114'THICK Gf 4'x8'x114•THICK k(G��TX7'xtl4'THICK ISTALKINC Om0t1 (;IoOMUMMULLION MULLION 61ULLION MULLION 457M1A1101 DESIGN M I MULLION MULLION MULLION RAEPAt51�0 Ailpl 11 OFfN1A710N 1.ORORAraI/1 ORAIRA7I01 Il ORFNGTON/ ]fa(tRA1pN It ORDRAIIW/ CASES P RS�ff SPACING IlI@I JI OIEOOAIRV/•D^a,DRAlxn(f ORINTAITJN 11 ORERP00T(� o7FJTnIfORR ("� (tet (0)t (tet (:,t (0)t W (a)t END (Pa.ra (�• �t (o)t (�,t (4t (a)t (0)t ENO INTERIOR END INTERIOR INTERIOR END INTERIOR L'ULLION ENO INTERIOR END INTERIOR INTERIORINTERIOR 30.0 12'-0' - I2'-6' 12'-6• 12'-8• 12•-6' - 11'-0' zI / 3D.0 12'-0' - 12'-8' 12'-6' 12•-6' 12'-6' 11'-0J0.0 12'-0' - 12'-6' 12'-5' 11•-11• 12•-6' - 11•-0• ��., I I! 310 12=0' - 12'-6' 12'-6' 11'-11• 1Z'-6'440 12'-0' - 12'-6' 11'-8• 1V-4• 12'-6' - 11'-0• �� 740.0 12'-0' - 12'-6' 11'-8' 11'-4' 12'-6' 11'-0' CASE I 48.0 12'-0' - 12'-3• 10•-11' 10'-11' 12'-6'- - hi IV-O' z= I I CASE Ir 45.0 12'-0' - 12'-5' 10•-•1• 10'-11' 12•-6' - 500 12•-0' - 12'-0• 10'-4• 10'-T 12'-6' - 11'-0• I"'"......._-. INTERIOR 50.0 12'-0• - 121-o• 10'-40 10'-T 12'-6' - 11'-0• 60.0 12'-0' - 11'-B' 9'-10' 10=3• 12'-6' _ - 11'-0' . ' -••-^ I MULLION 66.0 12'-0' - 11'-8' 9'-10• 10'-3' 12'-8' 60.0 12'-0' - 11•-4' 9'-5' 1 9'-11 12'-6' 11'-0' I I 00.0 12'-0• - 11'-4' g•-3'_ 98-11• 12'-6' 60.6 12'-0' - I1'-3' 9'-4' 1 9'-11' 11'-0• I 604 12'-0" - I1'-J• V-4' V 11' 12'-6' t t'-0- 30.0 e'-0• - 12'-6• 12'-6' 12'-6• 1 12•-6• - 11-0, 30.0 8•-0_ - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-0' 35.0 8'-0' - 12'-6' 12'-6• 12'-6' 12'-6' - 11'-0' „!-•S_�•S•` u'0 6'-0' - 9'-0' V-0'_ 9'-0' MULLION SPACING:'IS" __loo 8'-0 - 9'-O 9'-G' 9'-0' 9'-0' - 40.0 8'-0" - 12'-6' 12'-8' 12'-6' 12'-6• - 11'-0' I .. 46.0 8'-O' - 9'_0• 9•_g• 9'_0• 9• CASEY 4" B'-o' - 12'-6' 12_6' 12'-6' 12'-8' - 11'-0" 40.0 6'-0' - 9'-0• 9'-0' 9'-D' 9'-0' 9'-0' 40.0 8'-0• - 12'-e' IY-6• 11'-1-1' 12'-8' 11'-0' 55.0 8'-0' - 12'-6' 12'-6' 11'-e' 12'-6' 11'-0' 83.0 B'-0' - 9'-0' 9'-0' 9'-0' 9'-0- 80A e'-o' - 12'-2• 12'-2' 11'-4' 12•_2•___ -Ti'-O• 'MAXIMUM MULLION SPACING SHALL BE SUCH CASE It• 60•0 B'-o• - s'-D' s'-D' 9'-0• s'-o' - e0.5 e'-o' - 12'-D' 12'-0' 11'-4• 12'-0• t t'-o' THAT MAX.ALLOWABLE SLAT SPAN FOR THAT �•o e'-0' - 9'-0' 9'-0• 9'-0' 9'-0' 9'-0- 30.0 86-0' - 9'-0' s'-D' s'-o' 9'-0' 9•-0' DESIGN LOAD SHALL NOT BE EXCEEDED. 70.0 e'-D' - 9'-0• 9'-0' 9'-0' 9'-0' 9'-0' 3&0 1•-0' - 9•-0' V-0' 9'-0• 9'-01 9•-0' 75.OL_ B'-0• - 9'_0• 9•_0• 9•_0• 9'-0• V-0. 4oA e'-D• - s'-o• 9'-0' ' 9'-0" __ - s'-o' t MULLION ORIENTATION IS AS SEEN FROM THE �•0 8'-0' - g'-0• 9_-0-0'__ 9'-0' s'-o• - s'-D' s'-D' s'-o' s'-o' s'-o' - 9'-0' OUTSIDE(EXTERIOR)OF-.,,P,pppHf.Tq.• � �'0 -8•-0'___- 9'-0• 9'-0' 9'-D' 9'-0' -__ 9'-0' _ 60.0 8'-0' - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-0' II' 1l�I CIT 90.0 8'-U - -B•-U' 9' 9'-0' 9'-0' - 9'-0• 5&0 8'-0' - 9'-0' 9'-0' 9'-0' 9•-0' - 9'-0' 111 /� 0.5.0 8'-0• - 9'-0' 9'-D• --91-0• 91-0' CASED 8D4 8'-0• - B'-0' 9'-0' 9'-0' 9'-0' - e'-0' a1 �••�Cj{t',(r'•G�•:, 100.0 1 8'-0' I -0' 65.0 84-0' - V-0' 9'-0' 9'-D• 9'-0' - a.._o•_ ` �VlCs'�':✓'t 70.0 8'-0' - 9'-0' 9'-D' s'-D' 9'-0' _ 9'-0' x FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) 70.0 8'-0" - 9'-0' 9'-0' 9'-0' 9'-0' - 9'-p' •0 6, 02017 TILTCO INC. Nautilus Onlyn 9v_ 60.0 8'-0' - 9'-0' e'-0' e'-9'• 9'-0' - 9'-0' r� ` 1l fLS LG 66.0 8'-0' - 9'-0' 8'-9'• 8'-3'• 9'-0' - 9•-0' Q'r- . ,� q : Rotting Shutter System 0/24/17 9'-0• .. B'-2"• 7'-9'• 9'-0' - 9'-0' ..___.._........._..._...._...._...-.-_.___.......-.............__.._....._._...._._ t to ,• L E C I Nt:. DATE tsa B-D - s'-o 9'-0 EXPERT SHUTTER SERVICES INC. OD4 8'-0• - 9'-' 7'-3'• 7'_0'• 9'-0' - 9'-0' �+,•,•y f )t TILLIT TESTING R ENGINEERING COYPANI' �_ �•Sr!•' •�{• I1 ays n.r.aea.s4 fu.aas.Wrry c•Aoon.rt.ulaa 1626 S.W.BILTNGRE STREET •NOTE:USE 9'-O"IF ANCHOR CONSISTS OF HILTI,INC HUSH SCREW OR POWER FASTENERS, /(j/�/ �� 1 •••••+poa7F/I-law.r•.:<wamn-tan 1 7-244 WEDGE-BOLT ANCHOR.SEE SCHEDULES 1&2 O SHEET IOk "`L - r1Td(IT •-"'c 11a�B7eg.eom E;POR Sy_UCIE.FL(349847+-Q990 WALTER A TILLr,Jr.P.E. ".rt P.E. SEAL/SIGNATURE/DATE FLCR1oA Ua.f 44167 nv sRm 23 a 2c f h' 1 + SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND T-0"MAX.MULLION SPACING SPACING(ft)* (FT)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) uAx. WAX. =D uVO4Ue1 ©4"x8"x114"MULLION G1 4'k6"x114"MULLION G2 4'x7'x1/4'THICK(318•FLANGE)MULLION D�t5if0111 wnuUM ©4"x6"x114"MULLION G1 4"x6"x1/4"MULLION PRESSURE G2 4W'AWTHICKuLUION P RE �RAT90 SPACING (.' RATIND FLANGE)MULLION (P�•tJ (R) ORIENTATION Of W1 ORIENTATION#2(9)f ORIENTATIO #1 ORIENTATION S2(0)t(0)tORIENTATION #1 ORIENTATION 12(Q)t (P-0 00. ORIENTATION/1 #4t ORIENTATI #2 ORIENTATIO 01 t#tj ORIENTATION g2 0)t ORIENTATION/2( ) END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR FAD I INTERIOR 30.0 7'-0' 12'-6' 12'-6" 12'-6' 12'-6' 12'-6" 12'-6' 12'-6' 12'-6' 12'-6" 127' 12'-6• 7'-0' 12'-6' 12'-6' 12'-6" 12'-6' 12'-6' 12'-6' 12'-6' I2'-6" 12'-6* 12'-6' 35.0 7'-0' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6" 3&0 7'-0' 12'-8' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-e• 12'-6' 40.0 7'-0' 12'-6" 12'-8' 12'-6' 12'-6" 12'-6' 12'-6' W-6' 12'-6' 12'-8" 12'-8' 12'-6' 40.0 7'-0' 12'-8' 12'-6' 12'-8' 12'-6' 1 12'-8' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 46.0 7'-0' 12'-6' 12'-0' 12'-6" 12'-6' 12'-6' 12'-6" 12'_6• 121_6• 12'-6' 12'-6' 12'-6' 4&0 7'-0' 12'-6' 12'-0' 12'-6' 12'-6' 12'-6" 12'-8' 12'-6' 12'-6' 12'-8" 12'-6' 50.0 7'-0' 12'-6' _ 11'-7' 12'-6' 12'-6' 12'-6' 12'-6' 12:_6• 121_60 12'-6' 12'-6" 12'-6' 0 7'-0' 12'_8' IV-7" 12'-6' 12'-6' 12'-6" 12'-6' 12'-8' 121_6' 12'-6' 12'-6' 65.0 7'-0" 12'-6' 11'-3' 12'-6' 12'-6' 12'-8' 12'-3" 12'-6" 12'-6' 12'-6' 12'-6' 12'-6' 0 7'-0' 12'-8" 11'-3' 12'-6' 12'-B" 12'-6' 12'-3' 12'-6' 12'-6' 12'-6' 12'-6' 60.0 T-0" 12'-6' 10'-11' 12'-6' 12'-6" 12'-6" IVi 1" 12'-6' 12'-8" 12'-6" 12'-6' 12'-6' _WQ__7'-0- 12'-6' 10'-11' 12'-6" 12'-6' 12'-6' 11'-11' 12'-6' 12'-6' 12'-6" 12'-6' 65.0 71_0' 12'-6' 10'-8" 12'-1" 12'-6' 12'-6" 1 V-7' 12'-6" 12'-6' 12'-6' 12'-6' 12'-6" 65-,0 7'-00 12'-6' 10'-8" 12'-1' 12'-6' 12'-6' 11'-7' 12'-6' 12'-6' 12'-6' 12'-6' 70.0 7'-0' 12'-6'_ 10'-5' 11'-6" 12'-6' 12'-6' 11'-3' 12'-6' 12'-0'. 12'-6' 12'-6' 12'-6' 70.0 7'-0' 12'-6' 10'-5" 11'-6' 12'-6' 12'-6' 11'-3' 12'-6' 12'-6' 12'-6' 12'-6' 75.0 7'-O" 12'-1" 10'-2' 10'-I1'- 12'-6' 12'-6" 11'-0' 11'-11' 12'-6' 12'-6' 12'-6" 12'-6' 7'-0' 12'-1' 10'-2' 10'-11' 12'-6' 12'-8' 11'-0• 11'-11' 12'-6' 12'-6' 12'-6' 80.0 7'-0' 11'-6" 9'-11' l0'-6' 12'-4" 12'-6" 10'-10' f1'-5' 12'-6' 12'-6' 11'-1,' 12'-6 T-0' 11'-6' 9'-11' 10'-8' 12'-a• 12'-6" 10'-10' 11'-5' 12'-6' 11'-11' 12'-6' 85.0 7'-0' 11'-0' 9'-9" 10'-2' 12'-1' 12'=6' 10'-7' I1'-O" 12'-6" 12'-6' -- 11'-4' 12'-6' atim 7'-0' 11'-0' 9'-9' 10'-2' 12'-1' 12'-6" 10'-7' 11'-0' 12'-6' 11'-4' 12'-6' 90.0 7'-0' 10'-7' 9'-7' 9'-10' IV-10' 12'-S' 10'-5' 10'-e' 12'-6' 12'-2' lo'-10' '12'-6' 7'-0' 10'-7' 9'-7' 9'-10' 11'-1C' 12'-5" 10'-5' 10'-8" 12'-6" 10'-10' 12'-6' 95.0 7'-0" 10'-2' 9'-5' 9'-6" 11'-7" 11'-11' 10'-2' 10'-4" 12'-6' 11'-9' 10'-5" 12'-6' 7'-0' 10'-2' 9'-5" 9'-6' 11'-7' 11'-11" 10'-21 10'-4' 12'-6' 10'-5' 12'-6' 100.0 T-0' 9'-10' 9'-3' 9'-5' 11'-5' _ 11'-6' 10'-0' 10'-1' 12'-8' 11'-5" 10'-1" 12'-6' 00.0 7'-0' 9'-10' 9'-3' 9'-3' 11'-5" 11'-6" 10'-0' 10'-1" 12'-6' 10'--1' 12'-6' 105.0 7'-0' 9'-6" -9'-,' 9',-1' IV-3" 11'-2' 9'-10' 9'-10" 12'-6' I1'-1' 9'-8` 12'-6' 45.0 7'-0' 9'-8' 9'-I' 9'-1' 11'-3' 11'-2' 9'-10' 9'-10' 12'-6" 9'-8' 110.0 7'-0' 9'-3' 8'-11' 8'-10" 1V-1' 10'-10' 9'-9" 9'-7' 12'-6' 1O'-9' 9'-5' 'f 2'-6' 0.0 7'-0' 9'-3' B'-11' e'-10' 11'-1' 10'-10' 9'-9' 9'-7' 12'-6' 9'-5' 12'-6' 115.0F7--0- 9'-0• a,-10" 8'-7' f0'-11' 10'-7" 9'-7' 9'-5' 12'-6' 10'-5` 9'-1' 12'-6' 1 0 7'-0' 9'-0' 8'-10' 8'-7' 10'-11' 10'-7' 9'-7' 9'-5' 12'-6' 9'-1' 12'-6' 120.0 8'-9" 8'-8' 8'-5" 10'-9' IO'=3• 9'-5'• 9'-3• 12'-6• 10'-2• 9'-10• 12'-6' 120,0 7'-0' 8'-9' 8'-8' 8'-5' 10'-9' 10'-3' 9'-5' 9'-}• 12'-6• 9'-10• 12'-6• 126.0 8'-6' 8'-7' B'-2' 10'-7' _10'-0' 9'-4' 9'-1' 12'-6' 9'-11' 8'-7' 12'-6' �2},Q- 7'-0' 8'-6' 8'-7' 8'-2' 10'-7' 10'-0' 9'-4' 9'-1' 12'-6' B'-7' 12'-6" 130.0 e'-a' B'-5' 8'-0" 10'-6' 9'-9' 9'-2' B'-11' 12'-6' 9'-9' 8'-5" 12'-6' 130, 7'-0' 8'-4' 8'-5' 8'-0' 10'-6" 9'-9' 9'-2' e'-11' 12'-6' e'-5' 1T'-6' 35.0 8'-2" 8'-4' 7'-9' 10'-4' 9'-7' 9'-1' 8'-9' 12'-6' 9'-6' B'-2" ,2'-6' 7'-0' 8'-2' 8'-4' 7'-9'- 10'-4' 9'-7" ' ' -8'-9' 12'-6' 8'-2' 12'-6' 140.0 8'-0' e'-3' 7'-7' 10'-1' 9'-4' 9'-O' B'-7' 12'-6' -........B-0 12-6 7'-O' B'-O' 8'-3' 7'-7' 10'-3' 9'-4' 9'-0" B'-7' 12'-6' 8'-0' 12'-6' 146.07'-10' 8'-2' 7'-5' 9-9 9'-2' 8'-10' 8'-6' 12'-6' 9-2 7'-10' 12'-e'� 460 7'-0' 7'-f0' B'-2' 7'-5' tO'-1' 9' " ' ' ' ' 12'-6' 7'-10' 12•_6• 160.0 7'-8' 8'-1' 7'-4' 9'-5' 9'-0' e'-9' 8'-4' 12'-6" B'-11' 7'-8' f2'-6' '-0" 7-8" 8'-I 7'-4' -10'-0' 9'-0' 8'-9' e'-4" 12'-6' 7'-8' 12'-6' 156.0 7'-6" B'-0" 7'-2" 9'-2" e'-10" 8-8 8-3' 12'-5' B'-9" 7'-6' f2'-6' 1S7A 7'-0" 7'-B' e'-0' 7'-2" 9'-10' B-f0B'-8' 8'-J" 12'-5" 7'-6' 12'-6' 160.0 7'-4' 7'-11' 7'-0' e'-10' 8'-8' B'-7' 8'-1'-- 12'-2' e'-e' 7'-5' 12'-6' 160.0 7'-0' 7'-4' 7'-11' 7'-0" 9'-9' 8'-8' 8'-7' 8'-1' 12'-2' 7'-5' 12'-6" 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. _4.--,-END -,END MULLION INTERIOR MULLION it '�$' '. \`�` .•'.`' r, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .S +••5 ` 6A7E'1H}f'S=:. 0.2D,7 nLTECO UlC. Ni3I3t1jIlS L.C.81. MULLION SPACING:"S" 1TIH Y% rr��++ Rolling ShuHer System 08/24/17 • �L G�+0INc. DATE TILLIT TESTING'h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. a•(•"�\ 1111 ."`"^"^�e `wbii`'I w'i "A("a,�0jei+G'.n i.Nae ORT ST.t BILIMORE FL TREE 17-244 -, ,� •A• \A� 11 a-mail: 4984 161eeo600Lcoin DRAWING No •+ NAL 111 EB-0006719 PNOxe(600)Ton-9D]6•_:(m)---m WALTER A.TILLIT.r.P.E. ue[ P,E. SEAL/SIGNA RE/DATE FLOAOA Lk.A 44,67 n.n av SHEET 26 OF 26 i �