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HomeMy WebLinkAboutProduct approvals, roll up Florida Building Code Online Page 1 of 2 BCIS Home _ Log In User Registration Hot Topics Submit Surcharge Slats&Facts Publications i Contact Us BCIS Site Map Links Search FkT^G"� i Product Approval �1e USER:Public User YS 11 C 2i,1SSSS qpp �m oc 6 Product Approval Meru>Product or Aoolication Search>Application List>Application Detail ; x FL# FL12246-114 COMPLIANCE , /� �K■ Application Type Revision CODE COMPLIANCE , Code Version 2017 Appr STo L CIE COUNTY Application Status Approved EOCC Comments Archived Product Manufacturer Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael 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 E Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr., P.E. the Evaluation Report Florida License PE-44167 " Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received l Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF j 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 https://www.floridabuildiing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5 q4... 11/24/2020 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 Date Revised 08/04/2020 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 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.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: l'"_._iI ® ee Pul Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4... 11/24/2020 GENERAL NOTES' 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROLUNG SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN 9, ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. -3/8'0xl 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-OADE /BROWARD COUNTIES). -1/4'Ox3/4'SOLID-SET MANUFACTURED BY ALL POINT, INC. -3/8.0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16"0 TAPCON MANUFACTURED BY ITW BUILDEX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 F13C S D MINIMUM EDGE DISTANCE AND FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEEP. AND SHALL NOT EXCEED THE MAXIMUM (A EDGE DISTANCE AND EMBE ND ARE BEYOND ANY FINISH MATERIALS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN VIMD LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING® 100% EDGE DISTANCE® 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 10 & 20 THRU 26, 3/8'00 1/4"CALK-IN 3 3/4" 4 1/2' 1 1/4' (3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/4'0x3/4'SOUD-SET 3" 3' 7/8" (3000 psi) NOT ALLOWED A 33R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS M USED IN THEIR ANALYSIS. FASTENERS 3/8.0 KWIK BOLT TZ 9' 4' 2 1/2' (3000 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. 5/16"0 TAPCON XL 3 3/4' 3 1/8' 2 1/4"(2859 psi) NOT ALLOWED - -NAUTILUS ROLLING SHUTTER SYSTEMS ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH RE 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA. REPORT 1030.01-08 AS PER ASTM E 1996-05, E 1886-05 AND E 330 STANDARDS, QUALIFYING 10A, 11, 11A, RE 1 13& 13A INSTALLATIONS FO WIND ZONES 1, 2,3 &4,MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION D BY HILTI, INC. MANUFACTURED -KWIK BOLT TZ EXPANSION ANCHOR MANUFA 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 FA TURFHILTI. INC. FOR ADDITIONAL UMRATIOYS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TO 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 SCREVIS (EXCEPT END RETENTION SCREW©�TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 90 ksi TENSILE STRENGTH R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT®GROUT 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX&SHALL COMPLY W/FLORIDA BUILDING GRROUT FILLED OR CODE SECTION 2411.3.3.4. ANCHOR SPACING ® 1009, EDGE DISTANCE O t00,K CONCRETE CONCRETE BLOCK 3/4'0 KWIK BOLT TZ 27' 9" 4 3/4" (3000 psi) NOT ALLOWED 5, BOLTS TO BE ASTM A-307,GALVANIZED OR AI51 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2.0 KWIK BOLT TZ 22 1/2' 7 1/2' 3 1/4"(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8.0 KWIK BOLT TZ 6' 4 3/8' 2-(3000 PSI) NOT ALLOWED 3/8"0 HUS-H SCREW 4' S' 2"(3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S.PATENTS g6,095,225 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 FOP,@ SIDE RAIL SHALL BE AS FOLLOWS: 1/2"0 KM-H SCHEW OR RME BOLT 6" 6' 3- (3000 PSI) NOT ALLOWED 5/8.0 HUS-H SCREW OR WT:M BMT 7 1/2' 7 1/2' 2 1/2"(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN.3000 p.s.J.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 TTW BUILDEx, INC. TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI,INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.I) 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. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.2) MINIMUM EDGE DISTANCE (ED.) INTO POURED CONCRETE SHALL BE: 4'FOR 5/16-0 TAPCON XL ANCHORS &5"FOR 3/8.0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FlNISH MATERIAL 15. (c)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDER, INC. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, B.1) MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1 4'. RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 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 BLOCK SHALL BE 4'.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (s) RECORD THAT PREPBEAR ARED THE DATE AND ORIGINAL SEAL AND,SIGNATURE OF THE PROFESSIONAL ENGINEER OF � 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUF 1LIR69:$,lABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA 8 ILDIW 0 )g4EL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE (C)TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G-0.46) OR 11111 ,vS. „ MALL ONLY BE USED TO SOUTHERN PINE#2 W/C m 0.55 MIN. 4��p, A THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY RW BUILDEX, INC. S % 02017 TLTECO INC. • CR,1 M. NO.44167 Nautilus C.t)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4"PHYSICAL 7 THREADED PENETRATION. tbl '>� �t Rolling ShulterSysWm os/24/n NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. :-Q-„-..-t> cai � �L E C A INC. DATE ��M1CY TIWT TESTING 3 ENOINEERINO COMPANY EXPERT SHUTTER SERVICES INC. C.2) MINIMUM EDGE DISTANCE MATERIAL OF TAPCON ANCHORS. INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS 0 ` ty�YA Ns.roue n.n.s�,vac,nu cu+aNs,n ulm 1626 S.W.BIL7IAORE STREET BEYOND ANY FINISH MATERAL L �� �Q `•'�r- 11 �,.,,,,,(xsJm1_1sw, ,;nos)aT1_1st1 1 7-244 �`. ••• �1 E-mail;L11emo-1-m PORT St.LUCIE.FL.34984 DRAWtNO C.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON .s'„ /p�y�L Fl�6,L1' W,1L,�p ti0006719r P.E. E NOK'(s°01 7E9-sas'FAx(m1�%1 20 THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND W�jj�/DATE FLORIDA Lia B 44167 nr m sREET 1 ov zs SUCH PANELS. P.E. S d<R1.]4A]0','r 5%T 31]' •'a{•.� •^Ld,a . ee:•n 9] m #6 #7�I.a #368 #9�•� #�lI D #2 #3 LT(7EYT(PA #1 o' #5 • o- '$•� A3 ASr n 6 —xL.6a1sPo' R 'iY oeo:n�fm0--mm{.n mm uu� 3m/0m102�mABn n n Mr A I sFfu0�4O' 6r 1EW°A yA9-aG5H a?$ [ :1 TRUSSHEMT40MLOLEDUZEA0 .2(YnHEXKEKDASTfRFM41DR R 190 21a Ga6 pA08• R69r 1,122' R G OPTION#10A urmc1 SCREWSPECS, OPTION#2 AVIWA9HER) ssas 4,urtsrPNEs STEEL sQtEw COATED wm+ACSLVER- M•DETAIL C A•ah• 011 moo'` 8070• COATINGSYSTEKASLIAUFACTURED ' 7L0)Q• `f�. - BYSUN BELT COATING,LLC 3e6• >^° ° FY-191A ImIMDSTRE!". =ACr •.•27• ` ,a9a'An F6t=196B)519E1=ESTR3JGTp �0s 7x° »r— .7a1•- STARTER SLAT 60Y lowA SLATS 6L66-TSALUMINUMALLOY f—L T6ALU+d11R1MAlLOY SCALE,?=r BASESLAT F1-sumJ(R.'2) DEral•B SCAIE:,R•-i' 606}T6ALLE:lir ALLOYsale:l?-rAzs• .xoo• ].a7r ACETALBUSHING .f1 I.x80' ceEB•62s• .us•,.ZZO• ? 6,0p0• a'�• (USEWIOPTIONSHAND#2) 0.000• b .tse• y au' Q -A'6' .1zs� "r BUSxr+G SPECS; LLUt $ J25) .2s0' TENSLESTPESSATYELD:9.135 W Au• uz6o' Lars' 0 O BUILD-OUTTUBE FLExuRALM.aouws:SWkd 606ST8 PLI...ALLOY QOD NOTCV�D OYFACT:BSkNn' SCALE 147•V 070' °0° I ©RETAINING SYSTEM:SCREW-I BUSHING faFA'J SCALE 17-1' BUILD-O * OE BUILD-OUTTUBE E1 UT TUBE OD SIDE RAIL 606346ALUNNUMAILOY 6063-TS ALUMNUM ALL us 6063-TO ALUMINUM ALLOY SCALE I?'-1• SCALE 1X-1' .) SCALE.1W=V *MUST BE REVIEWED BY SHUTTER I MNRIFACTURER TO ALLOW FOR A MINIMUM 4,000• (LOW I _ 0.050'CLEARANCE BETWEEN SCREW HEAD AND )--Z�— CAVITY WALL AT NON HURRICANE POSITIONS, 2400. 2A3o-.J E3 BUILD-OUT TUBE 6063-T6 ALUMINUM ALLOY Acoo• SCALE:Irr-r j .2W O V4.Ox314'ITWI3UILDEXTEKSCREW _ .260• CARBON STEEL 3 SCALE:,?=r •p '�,) aso' l; n al RTYAJ $ asa) R d O 5/16'011W/BUILDEX TAPCON XL ANCHOR CARBON STEEL SCALE Vr=r n ..000 STORM BAR ,,..••••••.., JO 3/8'O HILTI,INC KWIK BOLT3ANCHOR 6o6I-T6 ALUMINUM ALLOY © 4x7 MULLIO I''', P4.Tl( cAReoNs7 fL sc^+E+o'+ Q TRAPPED ANGLE © 4xS MULLION G1 4x8 MULLION "'i-T6ALUMINUM 1t Y� �✓) '•, SCALEfir•r 6081-TOALUMANUMALLOY 6WI-TMU6xNUMALLOY 1 6083T8 ALUMINUM PLLOY SCALE 3>a•-I' scALE:am'-I- sate sx=tV •.,•✓,9'•• FLORIDA BUILDING CODE (Non High Velocity Huvieane Zone) SCAE:t r.1' `� :•' ': = O 2017 rLTECO INC. L.C.URAWN BY: No 44167 Nautilus Ro/BngShutterSyatom 06/24/17 ��' E C O1NO' EXPERT SHUTTER SERVICES INC. DATE .ef TILLIT TESTING Q ENGINEERING COMPANY -r•••� �A °7]a N.7eu.:a.x..]os.1ra C+RWMM R 0]140 1626 S.W.BILTMORE STREET 17-244,1 P—:(]ll]x171-,673.Ta+:(]L9p71-1511 COMPONENTS =_�g�;.,coA► ,..• 1,, —.1 °G°a.— Pxo POOR)TTSSTT.LUCLCIE.fr L349871-0990 DRAWING H. EB-WALTER AOTILU71 J'.P.E. P.-�,WJO DATE PLORIDA UO.,44167 �n SKIT 2 OF 26 i 1J 14 5 21 • 0 4 �y'• 12 • O� �J • 4 J O I • / 1B -- +s 1 SIDE/END CAP I j 18 2 HOUSING(BACK&TOP).040 THICK 'B o 3 HOUSING(FRONT&BOTTOM).O40THICK 4 SPRING BRACKET B ® A 5 SPRING ASSEMBLY • 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) •.�' 8 SIDE RAIL(COVER SECTION) see. I { 77 9 ALUMINUM STARTER SLAT .� .� 10 ALUMINUM SLATS 1-10 • 9 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING.GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 7 B 16 SIDE RAIL(MAIN SECTION)FASTENERS d 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY ,mod 19 OCTAGONAL AXLE FASTENERS 20 6OMM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR 7AMAC CASING - 23 UNIVERSAL WITH DRIVE SHAFT J 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END QFePr&SSEMBLY COMPONENTS 10 g+,1�e;'�••••Cuos••'•.� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) doo "w Or.No.44167 02017 TILTECO INC. DR * * Nautilus LC. • I+ RoRing56uHer System C8/24/17 •9�T': ,� .`� �L E C 0 INC. DATE '/O•••fit`` "3 ti�,�` TILLIT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. U/(6 f q� \ 81!5 NY.!Atn S.SI..l0!viGx'A WSLMS,R 51166 1626 S.W.BILTNORE STREET —Z44 T .............. PORT ST.LUCIE.FL 74984 4 Fr G ( e-mall:Slleco0..Le DPAMNG Na 6�'o••• EB-0006719 FlfONE:(800 ]49-9a58,TAY:(TT2)871-0990 VIALTER A P-1 TILERp Jr.44167 P.E. EL-' . my/t SNEET 3 OE 16 P.E.Sfs�yelt�tda RE/DATE ROMDA ua BOX DY/6 & Y/7 BOX D V/9 K P. V/9 K �ttP. Y/6 & Y/7 END CAP END CAP 5;5555�� END CAP 1 END CAP-- SLATSN1 SLATS SLLATS SLATS 3 SLATS SLATS J4 04 SLATS SLATS 5 S 5 LATS fps`V SLATS SrcS�G 8 SLATS 8 a1 z 8 SLATS of 8 01/8 01/8 W 01/8 0/8 7 z SLATS scars q �H SLATS p SLATS . (Ty.. Ea. END) (Typ. Ea. END) 9 M9 SLATS SLATS -O A tD MD) N10 (TYP•) SLATS I i SLATS STORM HAR SPACIN B �Y/6 & Y/7 (SEE SHEEP 22) �V/9 V/9 �Y/6 & Y/7 B � Mcs.SLAT SPAN (SEE SCHEDULES ON SHEETS 15&20) Mar.SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS *, ** (SEE SCHEDULES ON SHEET 16) NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W1 STORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE T: SHUTTER HEIGHT EOUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS &MULLIONS W/HEIGHTS UP TO I I'-0'. (a)CURTAIN SHALL START W/#1 SLATS AT TOP,FOLLOWED BY#2, #3. .....THEREAFTER,ALL THE WAY DOWN.EACH SLAT#SHALL CONSIST OF LAIN. 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 SLAT BOMAY VARY WITH SHUTTER'S HEIGHT, ffF (b) BOTTOM SLAT Q MUST BE ALWAYS INSTALLED. 1+1+IP tpS`e�•7!((�' ** CASE 2:SHUTTER HEIGHT LARGER THAN 11'-0"APPLICABLE To INSTALLATIONS W/0 STORM �4�f ;'•VV ��••�ti. FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) BARS AND W/OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0". i' p 441 . *; Ga017TLTECOINC. NautilusDRAWN ft (a)CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY g2, 03. ..... THEREAFTER,ALL THE WAY DO'NN.EACH SLAT(L SHALL CONSIST OF MIN. FIVE(5) SLATS OF THAT SLAT * * r RotDng Shutter System W ♦+7 NUMBER..PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE DATE CONTINUED UNTIL#10 SLAT IS INSTALLED.AFTER #10 SLAT IS INSTALLED,ADDITIONAL#10 � � /D` •�� �`` TILLR 7ESTINO&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. �\`11 fsss NY.xu.se,r sos.veu-w. .R.�tfe 1626 S.W.BILRAOflE STREET T 7-244 + .�. ........... PORT ST.LUCIE,FI_34984 (b) BOTTOM SLAT QB MUST BE ALWAYS INSTALLED. • �LS�ON Al- e—ma,ES-0006719 cam RIB (�)749-905a,FAC(772)87+-0950OPAWMG No f T WALTER A TILUT Jr.P.E. °11 P.E. SFAL�,J A FLOMDA Uc.If44t67 .n SHEET 4 was or -1/10 OR W-2/11 OR y Va.VILLUON SPACJNC or 0 or 014 SHEETS SCHEDULE or W-3/12 OR W-4/13 24,25&26) W-1/10 OR W-2/1 I OR BAR SPACING Max.MULLION SPACING ®REAR ©Of(@ or P W-3�//12 OR IIW-4/13 BOX SCHEDULE Oil SHEEP 22) 0 (SEE (TYP-) EETS 2S4CHED'5LE8, 213) V/9 N SH ox,W (SEE p— END CAP, SLATS I I I I LATS 02 1 S2 I I I SLATS I II j #3 #3 I I SLATS N 'w A P 8 P/8 Z I SLATS m :P" 45 4 4 I 11 I I S#LATS SLATS ATS #5 #5 SLATS X 4- I I SLATS Q/8 —0/8 #6 "'o z 0/8 —0/8'' #6 rn m 0 010 SLATS M SLATS m 0 SLATS #7 I II II #7 o 2 — v m A SLATS R/8- --RTB T- R/8. MD.) or (Typ a or #8 =— or "Typ FE 4==�- R'/87--- -R' #8 R'/ SLATS SLATS :-tt- R/8 -4 4- DI II I II II or I II II -1 j- (Typ. Ea. END) R'/8 I 1; 11 -1 J- (Typ. Ea. END) #9 1 1 #9 I I R/8- R/8 R/8 I I R/8 SEATS SLATS or #10 -I-i------T17— I SLATS R'/1 R'/8— I I -R'/ RSLATS i�: or or — :: I H or I I #10 R'/ w-1/10 OR W-2/1 1 OR BAR'-UB —(SEE' STORM SHEET 22) SPACING— W-1/10 OR W-2/1 I OR W-3/12 OR W-4/13 (Typ-) W-3/12 OR W-4/13 V/9 (TYp-) Max. SLAT SPAN Max. SLAT SPAN -Mox. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN -IAcx. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION . W1 MULLION & W/O STORM BARS W.1 MULLION & W1 STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S.PROCEDURE FOR SAT INSTAL GIVEN SHUTTER HEIGHT: N.T.S. L LL CASE 1 SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0"-APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS&MULLJONS W/HEIGHTS UP TO 1V-0-. (a) CURTAIN SHALL START W1#I SLATS AT TOP, FOLLOWED BY#2. #3. .....THEREAFTER ALL THE WAY DOWN. EACH SLAT I 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 A COMPLETED'QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT@MAY VARY WITH ........ SHUTTER'S HEIGHT. (b) BOTTOM SLAT@MUST BE ALWAYS INSTALLED. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) .44167 02017 DLTECO INC. DRAWN ft. CASE 2 SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATION W/O STORM BAR AND W/ Nautilus L.C. MULLIONS W1 HEIGHTS LARGER THAN 11'-0-. RoffingShufferSystern r8/24/7 CATE (a) CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY#2. #3. .....THEREAFTER ALL THE WAY EXPERT SHUTTER SERVICES INC. — — DOWN. EACH SLAT#SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR 1626 S.W.BILTHORE STREET ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUE UNTIL#10 SLAT IS INSTALLED.AFTER615 F 17-244 VRAWDIG K� PORT Si.LUCIE L 34984 0 10 SLAT IS INSTALLED,ADDITIONAL#10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTERNAB EB-0006719 �ONE. 00 749-2056 F�'(172).7—M HEIGHT. WALTER A.TILUr J��j P.E. P.E.-§WfidNATU R E/DATE FLORIDA Ll. 67 26 (b) BOTTOM SLAT@ MUST BE ALWAYS INSTALLED. A I I SHEET 5 Or 5/16.0 TAPCONS XL W/ POURED 5/16.0 TAPCONS XL W/2 1/4'Min. 1'x1-xi/8'OR 2'x2"x1/8" ) 4'Ox3 4" 2 1/4'Min. EMBEDMENT CONCRETE EMBEDMENT& 1'O.D.x0.060'GALV. ALUMINUM TUBE / / TRY BUILOEX TEK SCREWS VI/ 1'O.D.x0.060'GALVANIZED STEEL & 1'O.D.x0.060"GALV. % 'D / STEEL WASHER 0 24°o.c. / WASHER 0 24"o.c. STEEL WASHER 0 24"o.c. 5/16'0 TAPCONS%L W 2 1/4'Min.EMBEDMENT ° 1' POURED CONCRETE POURED CONCRETEOR GROUT FILLED OR GROUT FILLED !� CONCRETE BLOCK CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. ° I C;J___j __ _ �I ___ ________ EDGE OF/ —- EDGE OFY h OPENING M M OPE14ING M I l EXISTING O EXISTING EXISTIN GLASS CLASS--.'GLASS (BEYOND) (BEYOND) g (BEYOND) I.Ea =a II is SEE ANCHOR % c'W I SEE ANCHOR SCHEDULES ON i / I' i w SCHEDULES ON FEM F SEE ANCHOR x SHEETS 16, 17SH 1 EETS 16 7 w i I 0 SCHEDULES ON (5 & 1B8 1B S o SHEETS 16, 17 zo 1B �' A x�Min. SEPARATION s Min. SEPARATIONMin. SEPARATIONTO GLASS = TO GLASS TO GLASS I(SEE SCHEDULES, EXTERIOR awi (SEE SCHEDULES, FxTERiOR W (SEE SCHEDULES, ERIORON SHEET 15) �'' ON SHEET 15) ° � ON SHEET 15) " E1 OR I � 'I ii 0/8 0/8 p/g E / ° ail 0/8 0/8 / iI �/8 ORURED GROUT FILLED I POURED CONCRETE I!� CONCRETE BLOCK POURED CONCRETE I OR GROUT FILLED CON WALL REQUIRED / OR GROUT FILLED I WALL REQUIRED. I CONCRETE BLOCK 'I II WALL REQUIRED. EDGE OF ;; EDGE OF �I OPENING !; {I I OPENINGID 2 1/16- MIN. E.D MIN,E.D 1" E ANGLE W/15/1fi 0 TAPCONS XL W/ /UM. / / 1p ALUM. ANGLE ONT. 5/16'O TAPCONS XL W/ �' 2 1/4")Tn.EMBEDMENT 0 24'o.c. POURED CONCRETE 5/16'0 TAPCONS XL'N/ 2 1/4'Min.EMBEDMENT (f'c-3 ksi Min.) REO'D. 2 1/4'Min. EMBEDMENT 0 24"o.c. 0 24'o.c, WALL MOUNTING FLOOR/CEILING/TRAPPED MOUNTING BUILD-OUT MOUNTING SECTIONS.111' `�':T!!1iT 1 •. ✓ FLORIDA BUILDING CODE (Non Egh Velocity Hurricone Zone) 02017 MLTECO INC. DRAWN BW. INSTALLATION DETAILS ON EXISTING POURED 1 NO.44167 = Nautilus \ �. RoWngS6uHerSyslem o6/24/17 CONCRETE OR GROUT FILLED CELL CONCRETE ° = � IL ECo�N�. DATE BLOCK BUILDINGS F TILLIT TEST NG k ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 4H \\ ...°Nr.cca a_s..ws,vaclu cumna.n WI m 1626 S.W.BILTIdORE STREET "'..: \\ rne..:(9m1m1-Ivo.rn:PasN11-1v1 PORT ST.LUCIE,FL 34984 1 7-244 SCALE 3 16' 1' O \ e-mca:6TteeoO-1— 0pApp�No �. `_\ 11 Pxax[:(M)749-9ase.rM(772)e21-c99c / 4\FQ �7 1 EB-0006719 .y �� �. WALTER A TILUT Jr.P.E. ry 14 /DATE TLORnA Lie.@ 44167 nN SHEET 6 OF 26 ii N EXISTING WOOD—= EXISTING WOOD S/16"0 TAPCOMS%L W/ 5/16'e TAP CONS XL W/ TRUSSES OR RAFTER TRUSSES OR RAFTER 2 1/2'LSn.PENETRATION 2 1/2-M'n.PENETRATION I/4'ox3/4'RW BUILDEX 1/4'ox3/4'fI1Y BU11DEX INI.0/B'OR 1'x1'xl/B'OR B 1O.D.x0.060'GALV, k 1'O.D.x0.0B0"GALV. TEK SCREWS W/ TEK SCREWS W/ E%ISiWG WOOD EXISTING WOOD 2"x2 xl/a 2I '1.%U ^ �RUS5E5 OR RAFTER STEEL WASHER O 24'o.e. rTRU55E5 OR DRAFTER STEEL WASHER 0 24'o.c. ALUMINUM TUBE 1'O.O.x0.060'GALVANIZED ALUNWUlI TUBE 1'EL'WO.060"S ER CALVAtUZFD STEEL WASHER O 24'o.c. STEEL WISHER O 24'o.o. j j 5/16'0 S XL S/16'0 TAPCONS XL i j \V/2 2 1/2"/2"IAin. I W/2 1/2"Min. PENETRATION PENETRATION I 024'0 024'o 1: (2)2'x4'OR N (2)21x4-OR 2'x62 CONT. 2'x6'COrR. I WOOD HEADER WOOD HEADER I 2?x6?"CONi.R 2.62"CONT.R -1 REONRED REQUIRED WOOD HEADER !� WOOD HEADER REQUIRED , REQUIRED — o 0 EDGE 0 M N EDGE ui M EDGE I In EDGE I \ OPENING OPENING 1 N OPENING 1 " z0 OPENING 1 M o D EXISTING 1 rE:� 00STING GLASS I EXISTING 3", j EXISTING j G1A55 1 fJ(IQ (BEYOND) J GLASS GLSS DIIHLOR ) (BEYOND) N (BEYOND). 1 , q rx q rs I I OR 3 1 Irn. u I11 (2)214 OR SEPARATION i E7(Im o (2)2%4'OR I ,I u:n. (2)2'x4'OR um. (2)2"x8' _ Z 1 SEPAAAnOV SEPARATION N CONT.W000 >D OIASS 2'x6'CONi. (� TO GLASS o 2 0 STUD. TO GLASS (SEE scxLurtE ON `s q wooD stub _ v+ocD sruD STUD O 16" iT 20) �o-, 3 ,\ 1 O 16'O.C. I (SEE SOIFDIAE ON s 3 O 16'O.C. 1 ! - (�SOxRUIf s O.C.NAX. MAX.REQUIRED SHOO 20) NA%.REQUIRED �T 20) REQUIRED, Min. % (SEE SHEET I SEE CHEDULE ANCHORS SEPARATION Sj (SEE SHEET 20) 1 (SEE SHEET 20j o ) I I ON SHEET 21 o (SEE SOfDULE TO GLASS ON I en \ DaT 20) m 0/$ I 0/$ 1 FINISH 0/$ 1 I 0/$ (2))2'x4'OR EE ANCHORS F I SEE ANCHOR 1 t (2)2'6" 1 SCHEDULE 117 1 I: SCHEWLE T EDGE I COhT.WOOD \ \ ON SHEET 21 EDGE 0 I ON SHEET 21 I II D OFENWG SRfO O 16' \V1. I OPENING I I I -T I I3 O.C.MAX. I p ) B 1 i 1/2'xt 1/2'z0.062' (SEE SHEET 11 , E• • 2'4'k0.062"xCONT. 11 . -SCHEDULE O� _ET, 7NT.ALUM.ANGLE 20) I E.Q. ALUM.ANGLE \ ON SHEET 21 \ 5/18'0 TAPCONS%L 1 , \I; \ ( S/16'0 TAPCONS XL \ W/2 1/2"Min. 0/8 1\ 0/8 w//2 1/2 Mn. i' r j PENETRATION I \ P6iETRATION O/8 I O/8 O 24'o.. ':�:. UIL FINISH O 24'o.c. 2W OR 2'x" FINISH 2'x4'OR 2'x" I � 2'x4'OR 2'x' 2"x4'OR 2'x 1 EXISTING W000 CONT.WCOO EXISTING W'000 C0.NT.Yt00D CONT.WOOD r EXISTING WOOD CONE•WOOD DECK OR BOROM PLATE DECK OR BOTTOM PUTS EXISTING WOOD fi0T10M PLATE I' DECK OR 60TTOIA PLATE CONCRETE SLAB REQUIRED gONCRETE SLAB REQUIRED I DECK OR REQUIRED CONCRETE SLAB REQUIRED I REQUIRED (SEE SHEET 20) REQUIRED. (SEE SHEET 20) CONCRETE SLAB (SEE SHEET 20) REQUIRED. (SEE SHEET 20) B B REQUIRED. EDGE I r < - fDG L_--------,— M"PFPUCABLE) —..___._ , ._._ _JJ' LL - 6 APRK/IIE) WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON EXIISTA1f ._ WOOD BUILDINGS yfryG^ N.T.5/II`fi�Pr•";' '•� 11�� x�tr ••vCMs�•�'J� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) f .44167 02017 TILTECO INC. Nautilus • * RalUng ShutterSys(om 06/24/17 lb 4 IL ECO,N�. =' %'(An1E+.; ��` TILLIT TESTING @ ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 6 \ ,11 nus N...xu.A se.xs.vacxA cumsxs.n.sslee 1626 S.W.BILTMORE STREET 17-244 p n:(xsX+TI-Isso,r�.:(sospn-1.1 )1 e-m6 tat—G.O.cem PORT 5T.LUCIE,FL.34964 ION �� IA 111 EB-0006719 (m)749 9058,PAK(7)2)�Nl-M90 DRAVOIS WALTER A PL&Jr.P.E. P.E. SEAL AG RE/DATE FLORIGA U..B 44167 n SHEET 7 aT zs in.E.D. POURED CONCRETE 4.NETE D. O OR J ""ED. OR GROUT FlLLED F I OR O OI ORN.N P POURED CONCRETE BLOCK COR \ POURED (SEE SCHEDULES ON (SEE SCHEDGFILLED (SEE SCHEDULES ON CONCRETE OR K OOR J CONCRETE OR SHEETS 17&18) SHEETS 17CBLOCK SHEETS 17&18) GRGUT FILLED (SEG SCHEDULES ON GROUT FILLED— CONCRETE BLOCK SHEETS I7&18) BLOCKETE ` A 2.7so' H * ��. \�• s ®a'oc. q ODR E1 264e q © 2. A 2"oR 1 A 2 aR E3 D 1J,n. H H 1/2', t/a' E 0 4'o.c. t/2',1/4' OR 1/8'SUP 1/2', 7/4• D //2', 1/4' D ®4'o.C. DR 1/8 sLm oR 1/8'suP D SECTION W/ STORM BARS FLUSH MOUNT (WALL) DR 1/8•SUP�� TRAPPED MOUNT BUILD-OUT MOUNT SECTION P-P (PLAN) BUILD-OUT MOUNT SCALE 3/I6•-I- SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SOALE:1/4'^+• G G OR G G oR© ©OR G 4"o.c. A H it * H H ®4'o.c. , H ®4'o.ai f f A 0 4'o.c. O 4'o.c. A 1/z',1/,• D a 4'o.c. 1/e uIP D SECTION Q'-0' (PLAN 1/2-, IT/4 1/2-, T_/4• b ORIENTATION #1 OR 1/8-SUP DR 1/8-SUP 1/2'.7/4' 1/2 1/a' 1/2',1/4' 1/2•,1/4' D oR 1/8•SUP OR 1j8'SLP D r D GR I/B'SUP OR 1/8•SUP b WALL MOUNT END MUWON SECTION Q-Q (PLAN) SECTION 0-0 (PLAN) SECTION R-R (PLAN) I�JJ SECTION R'-R' (PLAN) H * ORIENTATION #1 ORIENTATION #2 ORIENTATIONS 11 do #2 ORIENTATION #2 qa 0 4'e.c. A WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MI LION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, 131, G2 / SCaE:1/4•-+• 1/Y.i/a• 1/2'.7/4• D OR 1/8'SUP OR 1/8•SUP D 1 (2) 2°x4" OR 2"x6" STUD (2) 2"x4" OR (SEE SHEET 20) \. /,,. (SEE SCHEDULE * G 2'x6' STUDS 1 I ON SHEET 21) ALTERNATIVELY TOO,, A (SEE SHEET 20) E0.1 + (SEE SCHEDULE MIN. 1/2" 1/4"0-2Ox3/4" S.S. M.S. ON SHEET 21) PLYWOOD ` W/ NUT MAY BE USED SECTION Q'-Q' (PLAN) MIN. 1/2" FOR THIS CONNECTION ORIENTATION 2 PLYWOOD-1 LYWOOD WALL MOUNT END & INTERIOR MULLIONE�oR E3 1.750' 2.250' 2'OR 1' ITS,,,•••••••,•. D 1/4' H ,Q, •••pVS••''ti✓9�p FLORIDA BUILDING CODE(Non Hi Hurc gh Velocity ieene Zone) OR 1/8•SLIP O 0 4'O.C. I/2',^/4• �� D OR 1/8 SUP O \ '44163' t 02017 TILTECO INC. Nautilus """11r: FLUSH MOUNT (WALL) LQ BUILD-OUT MOUNT LL E C RollingShuHerSyslom 08/24/17 SECTIONS 0'-0' (PLAN) ` 'P 11 nLLR TE�INO k ENGINEEORNOrCONPANY EXPERT SHUTTER SERVICES INC. DATE [' ''•• v Bass x.+,xu.n,s.Jas,wac9a4 cvmaa,n vlce 1626 S.W.BILTIAORE STREET INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS ��Ngl��"',il'' `gym"E6 00677/19 Cam" PHONE P�9-0561E TAx (-n VI-099U �N�No 6CAtE I/4'=1' w1 WALTER 0.TILLR Jr.P.E. P•E. 51 �/ GNATURE/DATE FOPoOA Uc.@ 44+67 n•m m SHEET a aE zs 1/2" Min. E.D. 3'- —4 1/2" Alin. E.D..-.-rFOR 3/8"0 CALK-IN ANCHORS (4) 3/8.0 CALK-IN ANCHORS OR 3"Min. E.D. 3' Min. E.D. I FOR 1/4'0 SOLID-SET ANCHORS (4) 1/4"0 SOLID-SET ANCHORS OR " Min. E.D. " Min. E.D.--I—FOR 3/8.0 K15TK BOLT TZ EXPANSION ANCHORS (4) 3/8.0 KWIK BOLT TZ EXPANSION ANCHORS OR (4) ANCHORS* PER (4) 5/16"0 TAPCON XL ANCHORS STORM BAR CONNECTION, 3 1/8'Min. E.D. 1/8•Min. E.D. FOR 5/16.0 TAPCON XL ANCHORS / 1•�3" '" SEE TABLE 2 ON SHEET 23 EDGE OF SLAB +EDGE OF SLAB 5/16'0 TAPCONS%L 1Y/ 1. (Typ. TOP & BOTTOM) IF APPLICABLE 1 IF A�Op��� 2 1/4"Min. EMBEDMENT & 1"O.D.x0.060'GALV. 1• STEEL WASHER 0 24•o.c. K EXTERIOR 4" Min. ?" 2'x2"x1/B"xO'-5" (6063-TG ALLOY) POURED CONCRETE II 2 0 0 POURED CONCRETE ALUMINUM ANGLE EA SIDE W/ (f'e-3 Kai)5'min. U (Ft�3 Kai) 5"min. 2' 0 O (2) 1/4"0-140/4'ITN QUILOEX TEK THICK REGUIRED p 5/16'0 TAPCONS%L TMICK REQUIRED SCREWS TO STORM BAR UK E M 2 1ENT Min. / II I I EMBEDMENT& 5' (Typ.TOP & BOTTOM) 11 1'O.D.x0.060'GALV. zz STEEL WASHER 0 II 2" 0 0 SECTION S-S I 1 24"o.c. Box p I I 11 " MACHINE SCREW FULLY II I I II I I EM9EDCED INTO ANCHOR p Ij K II I I • ANCHOR 1' Min. FOR I BOX WIND ZONE 1-3 t u I I DETAIL A II I I D I I' U �c 1/4"0-20 OR 3/8"0-16 MACHINE SCREWS USED JOINTLY W/ 2' Min, FOR I1 t SEE STEP 3 ON SHEET 14 FOR SPECIAL z 1/4"0 x 3/4" SOLID-SET OR 3/8'0 x 1 1/4" CALK-IN ANCHORS WIND ZONE-'li I'. TREATMENT FOR WAND ZONES 1 THRU 3 a N 4 R rn 1"Min. FOR II I STORMRESPE BARS ARE REMOVED. D�ERAw/ANCHORS AT THE TIME w WIND ZONE-�+I I ) w�., li�J w 1-3 t n I I DMIOR %w 1III SEPARATION TO I M 0 1 I I (2) ANCHORS* PER z CLASS p w II STORM BAR CONNECTION, C) I A 1- 2" Min. FOR p D rr lI(SEE SCHEDULES ON N I I: SEE TABLE 3 ON SHEET 23 IJ` n WIND I (Typ. TOP & BOTTOM)15 & 16) o 4 (2)3/8"0 CALK-IN ANCHORS OR DMIOR g m i1 Min. (2) 1/4"0 SOLID-SET ANCHORS OR cA D w SEPARATION TO N GLASS (2)3/8'0 KWIK BOLT TZ EXPANSION 3 w K I i D I (SEE SCHEDULES ONI A ANCHORS OR 1' SHEETS 15 & 16) I (2)5/16.0 TAPCON XL ANCHORS 1• I BEYOND EXISTING I I K EXTERIOR u I I GLASS n 2' II 2'x2"x1/8"xO'-5• (6063-T6 ALLOY) GLASS I I ® 1 2' 0 (2)ALUMINUM 140/4" ITW Ek SIDE TEK GLA55 ji I I (Typ.TOP/BOTTOM) (TYP.TOP/BOTTOM 5" SCREWS TO STORM BARQK II II I I ) (Typ. TOP & BOTTOM) " o o SECTION S1 -S1 S u (1TP.roP/BOTrotp;; I I S 4 I (TYP.TOP/BOTT04) 2 1/16"/,I 4 Min.' I POURED CONCRETE MIN. E.D �L E.D. II g 6 �S`e (f'e=3 ksi) 5" min. 1 1/2"x1 1/2'x0.062"xCONT.ALUM. II (( 5 16'0 TAPCONS XL YJ / ANGLE W/ 5/16.0 TAPCONS XL W/ L_ THICK REQUIRED / / T 2 1/4"Min. EMBEDMENT 0 24"o.c. 2 1/4'Min. EMBED�/EW11[ _ EDGE OF SLAB POURED CONCRETE EDGE GE OF SLAB WALL MOU 1� ��l'•- (Ye-3 xsi) IF APPLICABLE ♦♦ .•`,CC.,s•''•,✓9 FLORIDA BUILDING CODE (Non 1Tigh Velocity Burricone Zone) IF APPLICABLE I 5'mn.THICK REO'D V M L--4 1/2"Min. E.D. 1/2" Min. E.D.i FOR 3/8'0 CAUL-IN ANCHORS ♦ rl• DWIN BY: ♦ .44� 02017 71LTEC0 INC. Nautilus 4---3' Min, E.D. 3' Min. E.D. I FOR 1/4.0 SOLID-SET ANCHORS �/67 Le. Twin. E.D. Min. E.D.----j--FOR 3/8.0 KMK BOLT TZ EXPANSION ANCHORS * C�e RotlingSduHerSystem CO/24/17 3 1/8'Min, E.D. 3' 1/8° Min. E.D. -I---FOR 5/16'0 TAPCON XL ANCHORS '7^-- ♦ I� G�r INC. DATE O�'~ �A♦ TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. nus x.r.xw v.s1.,soe,va—rJrcna n.11e 1625 S.W.BILTMORE STREET F� •. If 11 v1>a.:(Awl .fm,:ta+p7,=m1 17-2¢4 FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR R tS/ \oilit n-mcil:Ot9D c-l— PHM�,--«)'49-056.rAX("2 B"-0ggD SECTIONS V ��Al L WALTER A TRUE Jr.P.E. P.E.S[ALA/S(Cl TU RE/DATE F RIDA Lie.g u,67 nV1 SHEET 9 of 26 SCALE:3/16'm 1' SION Min. E.D. " Min. E.D. FAONCHORS3/4"0 KWIKD INTERIORMO BOLT TZ AN MULLIONS 2• 1 1/2" I"3" 1 1/2", ©&® (ORIENT TION #1) AND END MULLIONS©& G1 (ORIENTATION #2) - 3" 3" FOR (2) 3/4.0 KY1IK BOLT TZ EXPANSION G Min. E.O. "Min. E.D.TANCHORS 0 INTERIOR MULLION® G (ORIENTATION #2). EDGE OF SLAB ST T7 EDGE OF SLAB EXIERIDR 3"x3"x1/2"xO'-6" 4' F)(1 IF APPLICABLE�I I I I / I I I I IF API P(1CABLE 6- Alum. N ALLOY) \ Alum.ANGLE EA. SIDE VI/ \\\\\� 3"x3"xt/2"xO'-4" (2) 3/4.0 THRU BOLTS -� (6061-?6 ALLOY)Alum. TO MULLION�& 1 112• POURED CONCRETE u I ANGLE EA. SIDE W/ (2) (1) 3/4-0 KWIK BOLT TZ (t'c = 3 ksi Min.) II 3" 3/4"0 THRU BOLTS TO 1 1/2' EXPANSION ANCHOR 1 1/2" 8"Min.THICK REQ'O. jj MULLION4& (1) 3/4.0 W/ 6'Min. EMBEDMENT I - x KWIK SO L TZ EXPANSION 1 1/2• TO POURED CONCRETE 3" 3" p I E -E0. ANCHOR W/ 6" Min. (Typ.TOP & BOTTOM) if I I EMBEDMENT TO POURED 6" CONCRETE (Typ. TOP & —4' BOTTOM) m EXISTING I I SECTION XI-XI W/n * ALTERNATIVE SECTION X1-X1 W/(G�* GLASS k 1• I ii Min. (END & INTERIOR MULLION) END & INTERIOR MULLION or I G OR G1 W ORIENTATION(Wj ORIENTATION � 1) (4"x6") (6"W) 4"--•� 1 1/2" 1 1/2` l 1/2- 1 1/2" z (I I I 3"x3-x1/2"x0'-4" 2• I 5^ ci P (6061-T6 ALLOY) l Alum.ANGLE EA SIDE W/ i j I EXIERIQR (2) 3/4'0 TH U BOLTS -®- 3- x ^ TO MULLION & I 3" 3' o Z ® I ® (1) 3/4"0 KY71K BOLT TZ G 1 G 1 ' C o x EXPANSION ANCHOR N J Q/8 or Q/8 or W/ 6"Min. EMBEDMENT TO I 1 POURED CONCRETE(Typ. 4" p(�IOR I l q^ oaERIOR Z' R/8 or �jT111R/8 or TOP & BOTTOM) I 1 R'/8 c I R'/8 3 D(iERIDR 1 N n i 1 1/2-1 1/2- 1 1/2' 4- q- i (lYp,TGP/BOIiOlA)G 1 1/2' 3"x3"xt/2"xO'-8" (6061-T6 ALLOY) Alum./r.3-.1/2"W-B"NGLEEA SIDE MI/ ALLOY) X1 (TYP.TOP/EOTTGN) Alum. ANGLE EA. SIDE Yd/ 2) 3/4"0 Alum. ANGLE EA. SIDE W/ 2) 3/4"o e THRU BOLTS TO MULLION G1 & (2) E0. E0. 1 1/2• THRU BOLTS TO MULLION G & (t) _ 3/4"0 KWIK BOLT TZ EXPANSION ANCH KWIK BOLT TZ EXPANSION 1i 2.4-2 ANCHOR W/ 6"Min. EMBEDMENT TO POURED CONCRETE (Typ. EMBEDMENT TO II 1" 3" SECTION X1-X1 W/ * POURED CONCRETE (Typ. TOP & BOTTOM) BOTTOM) POURED CONCRETE / (('c - 3 ksi Min.) (END & INTERIOR MULLION I END MULLION ONLY (INTERIOR MULLION ONLY) 8" Min. THICK REQ'D. (W/ ORIENTATION # 1) ALTERNATIVES SECTION X1-X1 W/C EDGE OF SLAB L _ (EDGE OF SLAB — IF APPLICABLE (8"x4� (W/ ORIENTATION # 2) IF APPLICABLE I (4'x8°) i I " FOR (2) 3/4"0 KYAK BOLT TZ E PANS(ON ,,, • Min. E.D. (((---999 Min. E.D. ANCHORS 0 INTERIOR MULLION �'�•�p��.p (ORIENTATION #2). /rr Iiid/{y. •AND BOX NOT SHOWN FOR CLARITY " Min. E.D. " Min. E.D.-- --FOR (1) 3/4`0 KWIK BOLT TZ EXPANSION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) ANCHORS 0 END AND INTERIOR MULLIONS ©&® (ORIENTATION #1 & @2)AND �� :••,` 02017 MLTECO INC. • DRAWN etc END MULLION©(ORIENTATION #2) :• Alb.441, = Nautilus L.C. FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS(G�OR ROIIingShat[erSystem O8/2a/n A IL ECO�N�. DATE sEcnoNs w-1 ;p; � EXPERT SHUTTER SERVICES INC. 1.' , TILLIT TESTING h ENGINEERING COMPANY � Y 0.tV ILV,-:I(A,51•.- -t WLOOI4,R 11I66 1626 S.W. UCIE,RE STREET 17-244 7{'(f•• ORI D cm.:(:m1ml-I6J0.ra:(iw�l-IVI PORE Sf.LUCIE,FL 14984 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* s�o ��a"��,a' 6-ma1®-a��9."R� PNare(WO)749-906.F—(n2)47I-GDRAWING - WALTER A TILT Jr.P.E. SCALE: 1/6-= 1- P.E:'9r�jfr ASj�i�(}Ty(!R/DATE FLORIOA Lic.#"167 n.n sxEET l0 of 25 Min. E.D. Min. E.D. (4) ANCHORS 3"x3"x1/2"xO'-4" T-2" (—(SEE SCHEDULE #1) (SEE SCHEDULE (I1)-1 (SEE SCHEDULE g1) (6061-T5 ALLOY) OSEE MAXIMUM©(INTERICR)&Gf (END&INTERIOR)TRAPPED MOUNTED MULLIONS EDGE OF SLAB .EDGE OF SLAB 3' Alum.ANGLE EA I SPAY COVERED BY SCHEDULE 1b'FOR INSTALLATION CASES 1,fa&H ON SHEET IF APPUC (ABLE(ABLE 1IF APPLICABLE I SIDE YI/ (2) i/2'G � 3" 25, THRU BOLTS { (LIMITED LOAD,MULUON SPACING AND SPAN INSTALLATION): I I TO MULLION®1 I I NSfHIATI(N Cog I -RESIDENTIAL AND COMMERCIAL APPLICATIONS WTIN+60.8 G 4"EXTERIOR P.S.f.MAXIMUM A.S.D.DESIGN PRESSURE RATING, II I I 12'-0'MAXIMUM MULUON SPACING. 11 3' LPOURED CONCRETE 3"x3"x1/4"xO'-B" I I SEE SCHEDULES 1 & 2 FOR ADDITIONAL SPECS. jj Arc 3 ksi tifin.), (6061-T6 ALLOY) 8 j n SEE SCHEDULE J1. Alum.ANGLE EA SIDE I 1 1/2• Ci) B' EXTERIOR hERWIDN OM IL-RESIDERTAL AND COMMERCIAL APPLICATION W/f60.8 p3.f. j V11 () 1/2-0 TH 1111 MAXIMUM A.S.O.DESIGN PRESSURE RATING,8'-0- S T p J MAXIMUM MULLION SPACING. SEE SCHEDULES e1 &#2 FOR ADDRIONAL SPECS. EXISTING��I * ISFAMAICII�II-COMMERCIAL APPLICATION FOR 1100.0 p31.MAXIWM ASD. W ALTERNATIVE SECTION X1-X1 W/n jj 1 1/2' DESIGN PRESSURE RATING,8'-D'MAXIMUM MULLION GLASS Min I I (4"A" INTERIOR MULLION ONLY W/ ORIENTATION # 2) Pacwc.SEE SCHEDULES S1 &�z FOR ADDITIONAL o II I G OR G1 1 1/2' SPECS. (2)a ANCHORS 3"x3"x1/4'xO'-8" (SEE SCHEDULE(12) 2" 2 Z Alum.-T6 ALLOY) j ALTERNATIVE SECTION X1-X1 W/ (Gt N n I Alum. ANGLE EA.SIDE -£9} N II V7/(2) 1/2'0 THRU 3.. o { BOLTS TO MULLION Q (4"x8" INTERIOR AND END MULLION W ORIENTATION # 1 a4^ SCob I L HEDULE �1 N8 Q/S or ` Q/8 or I EXTERIOR MIN.SUB WIN.EDGE o N R/8 or II R/8 or )ANCHORS—� I INSTALLATION THICKNESS ANCHOR TYPE&SIZE(TYP.TOP&BOTTOM) MIN.ANCHOR DISTANCE FOR S4 / CASES REO'D. EMBEDMENT ANCHOR �i R'/8 11 i R'/8 `SEE SCHEDULE 81) 1 1/2' 3/8'0 HILT)INC HUS-H SCREW&3/8Y POWER FASTENER ms 1 1�2' WEDGE-BOLT ANCHOR FOR©&©(INTERIOR)MULLIONS 2 1/2' 5 1/2' W/ORIENTATION/2. II $^ * I 4-' 1/2.0 HILT]INC HUS-H SCR & 1/2 0 POWER FASTENER �® ® ALTERNATIVE SECTION X1-X1 W/ WEDGE-BOLT ANCHOR FOR a(END&INTERIOR)MULLION 3' 6' Il I W/ORIENTATION i1. j Xl (4°x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1/2.0 HILTI INC KWIK BOLT TZ ONLY FOR©&®INTERIOR (TYP.TCP BOITOV)II OM MULUONS W/ORIENTATION#2)&®(END MULLION W/ 2 1/2' 5 1/2' II I I (TYP•TOP/BOTT ) ORIENTATION 81). 3"x3'xl/4'x0'-8" la 4• 1/2.0 HILTI INC HUS-H SCREW&1 2'0 POWER FA TENER II (6061—T6 ALLOY)Alum. WEDGE—BOLT ANCHOR FOR G&(6(1.OR INTERIOR 3' 6' II { ANGLE EA SIDE V//(2) 1^ MULLION)W/ORIENTATIONS�OR f2. 1/2.0 TH BOLTS TO ---'-- { 1 g 1• 3" � /2.0 MLTI INC KWIK BOLT T2 ONLY FOR C&©1 INTERIOR l.1ULLION G1 1 MULLIONS W/ORIENTATION$2)&©(END MUWON W/ 3 1/4' 7 1/2" I , II 6' ORIENTATION INCHEDGE OF SLAB Aid 6"B'EXTERIOR 1/2'o HILD NC HUS-H SCREW OR 1/2'O POWER FASTENER WEDGE-BOLT ANCHOR SEE•NOTE ON SCHED lb ON EDGE OF STAB I I IF APPLICABLE SHEET 25.VAUD FOR END&INTERIOR MULUONS G'I ® 3' 6' Alin. E.D. Min. E.D. JJ W/ORIENTATIONS/1 OR 82. IF APPLICABLE (SEE SCHEDULE #I) (SEE SCHEDULE jJ1)'1 4( ) ANCHORS _---_- SCHEDULE /2 POURED CONCRETE (SEE SCHEDULE #I) 7^ (f'c=3 W Min.), MUL SLAB EDGE SEE SCHEDULE #I. 11/2'� 4° 3' INSTALLATION THICKNESS ANCHOR TYPE&SIZE(TYP.TOP&BOTTOM) MIN.ANCHOR DISTANCE CASES �O.D EMBEDMENT TANCE FOB ALTERNATIVE SECTION X1-X1,W/. * g/6'0 HIL7 INC HUS-H SCREW&g/B 0 POWER FASTENER FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS(G�OR L IA k II 4' VCD ,IL.'LT ANCHOR. 2 1/2' 7 1/2- SECTIONSW-1 (4"x8" INTERIOR AND END MULLION ONLY,. I (•,' ]) 1 _ FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* ` 0201""�`°INC. DRAWN�' 0 � �� No. �: Nautilus L� APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS '-`�—'fir RollingS6MNerSyalem D6/ATE MIL C O INC. �� SCALE 1/8'_ 1' - %—,yo- Q TIWT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. t`'(A � aaua 1626 S.W.BILTMORE STREET 17-244 •' '• PORT ST.LUCIE,FL 34964 • SIDE RAIL D AND BOX NOT =�p `�� -000 6"°I.cem PII ryE:(a00)749-9056.FM:(M)R]1—o990 °BAWD G H. O - S ••• I1 EB-0006719 em SHOWN FOR CLARITY WFFLLoon u 9 i 167E' n> "r SNEET 1N Gr 26 ' /GATE EDGE IF APPLICABLE-, 2'xMUWON DEPTHxt/8" Cont. I `\\` \ \\ \ ALUM. TUBE (TOP & BOTTOM) W/ 1/4"0x3/4"ITW BUILDEX TEK SCREWS 7 3/4'\`` 5/16.0 TAPCONS XL W/ 2 1/4' W/ 1"O.D.xO.060"GALVANIZED STEEL MIN. E.D. 2 1/6" Min. EMBEDMENT ® 24"o.c. WASHER 0 24"o.c. Min. E.D I 1" 1 1 1/2" I /� EDGE IF APPLICABLE I ( � \ I 4' EDGE IF APPLICABLE, CONTINUOUS POURED�\ I 7 3/4' Min, E.D. 2"\ 2' —1— 7' CONCRETE(Pc=3 to I!a) \ 10" 8"Min.THICK REQ'D. i 7 3/4" Min. E.D. 2" END CAP 2' I I POURED CONCRETE 7 3/4- I (f'c = 3 ksi Min.) POURED CONCRETE w Min.E.D. ;EQ.I EQ. I B" Min. THICK REQ'D. \ roR (f'C = 3 ksi Min.) 4'EXIQtroR . 4• 8" Min. THICK REQ'D. li F N \ \\ \\ \\\, \I I ExrERroR a5� GOOR G1 ° I OR G1 z" \ 4' �OR G1 N �N z N p I I 7 3/4' Min. E.D. 2' Q/Xr a I Q/8 r 7 3/4" Min. E. . 2" I — — `t.4"x4"x3/8" w R/8 Or a I R/8 or —— y 4"x4"x3/8"(6061-T6 ALLOY) 7 (6061-T6 ALLOY) oLLm R�/8 u I I R�/8 T um.ANGLE EA. SIDE. EDGE IF APPLICABLE) Alum.ANGLE EA. SIDE. R zo EDGE IF APPLICABLE./ I z J A 1 . I i ( ALTERNATIVE SECTION X2-X2 W/ GO OR a* G Z o EXISTING n in.- D WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W/n OR �* o ei GLASSS �I ALSO INSTALLED TRAPPED MOUNTED I I PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION) (END & INTERIOR MULLION) I (W/ ORIENTATION 1) ORIENTATION 2 (4'x6" or 4"x8") Min. ED 1 1/2"x1 1/2"xO.062"xCONT. ALUM. (6"x4" Or 8"x4") 7 3/4' ,r ANGLE W/ 1/4"0x3/4" ITW BUILDEX MIN. E.D. ;\,I--T TEK SCREWS ® 24" o.c. TO TUBE. I 1 1/2" SIDE RAIL NOT SHOWN FOR CLARITY 7" CONTINUOUS POURED CONCRETE(f'c=3 W MGn.) \ I 7' 10 8"Min.THICK REQ'D. ® I I � Or.TOP/BOROM) 1 1/2" 1 ,/y (TV?.TOP/BOTTOM) T 7 3/4" 4"x4'x3/8'x0'-10'(6061-T6 ALLOY) Alum. ANGLE 'I•�`�A,II�l MIN. E.D. \ EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION 1' Q`�• �/A & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR �1'' •C1E�S•�•'•,.7 FLORIDA BUILDING CODE (Non Aigh Velocity Hurricane Zone) \ WALL (Min. TOPEDMENTTTO POURED C014CRETE ; :, Iril.aA c� ItlY YY V � c zav 1nTEco INC. • cam*+� ' EDGE IF APPLICABLE ` Nautilus Le. * RoRingSbutterSystom 09/24/17 WALL MOUNTING:MULLIONS n OR IG� "p I L E C O INe. DATE POURED CONCRETE WALL ` 9 `c. o° TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 _�i��; a ,��`1�1��°� sss,""";iAlp.w°r,`"'c>o+" K',anil1t6" PORT S1 LUCTE°FL RE STREET 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION S/p ��6,0` e'meiES-T0006 ioBl.c"m ,�,,,,_�„ „��2,a„ „o GPAW NG N� WALTER A.TILLIT Jr.P.E. SCALE-. 1/8'= 1' P.E.SgCfflfRG(}L E/DATE TtotaOA LK.p 44ts7 n sxtEr tl or ss 1/4"ax3/4' TAP!BUILDEX TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE 2"xMULLION DEPTHx1/8"Cont. W/ 1'O.D.x0.060'GALVANIZED STEEL J I��\C\T\� �AL.UM. TUBE (TOP & BOTTOM) W/ W,/ '; f.'24'o.c.2 7 2 5/16'0 TAPCONS XL W/ 2 t/4 EDGE IF AFPLICABLE, 7 1/2" Min. E.D.Min.E.D Mi. EMBEDMENT® 24"o.c. — 2• 2" MIN. E.D. 1 7 1/2" Min. E.D. 2" 1' 1 t/4" I /` I `" POURED CONCRETE (f'c = 3 ksl Min.) ( 1 POURED CONCRETE - 6" Min. THICKNESS EXTERIOR 3 1/2" - I \ / (f'c = 3 ksi Min.) 4.fJ(f REQ'O. 6' Min. THICKNESS - 1 1/4' T REQ'D. 2" 2" G 1 CONTINUOUS POURED EQ. EQ. ) \- 4" G OR G1 END CAP 2• 2^ w 7 1/2' CONCRETE fc=3 W,lhn. I 7 t/2' Min. E.D. Min. E.D. ( ) �' I 7 1/2' Min. E.D. 6" Min. THICKNESS 4' ' r4'x4"xl/�4- 6061-Tb ALLOY= REO'D. I 4"x4"x1/4" I1GLE EA SIDE. ) o I O O J Alum.AN ALLOY) g G OR G1 EDGE IF APPLICABLE Alum. ANGLE E0. SIDE. EDGE IF APPLICABLE TxT>:RIOR ALTERNATIVE SECTION X2-X2 W/n OR * ALTERNATIVE SECTION X2-X2 W/In �* (INTERIOR MULLION) (END & INTERIOR MULLIONS) n I ® (W1 ORIENTATION # 2) (W/ ORIENTATION r 1) Q/8 or u I Q/8 or (4"x6" or 4"x8") (8"x4") <� R/8 or I R/8 or Nw R'/8 d R'/8 OSEE MAXIMUM (INTERIOR) & G1 (END & INTERIOR) WALL x o N MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & II' ON SHEET 25 uW Goa IAin. I D BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): GLASS 1 I MOUNTED PER SECTION R'—R' ON SHEET 8. I INSiAUaw CASE I' — RESIDENTIAL AND COMMERCIAL �I \\2 1/2"\\� \ I APPLICATIONS WITH ±60.8 p.s.f. I Min. E.D 1; �1 1/2"xt 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2' ANGLE W/ 1/4"0x3/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION MIN. E.D. \ TEK SCREWS ® 24" ox. TO TUBE. SPACING. VALID FOR CONNECTION TO I 1 1/4' CONCRETE W/ HILTI INC HUS—H OR POWER FASTENERS WEDGE—BOLT ANCHORS. ® 3 1/2" 1 3 1/2"6' X2 I I X2 INSTALLATION CASE II' — COMMERCIAL APPLICATION FOR ±100.0 (IYP raP/earrc>n (ttP TOP/BOTrDM) p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" 1 1/4" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 7 1/2' C i NUOUS POURED 4"x4"x1/4'x0'-6'(6061-T6 ALLOY) Alum.ANGLE CONCRETE iN/ HILTI INC KWIK BOLT TZ ANCHORS. MIN. E.D. CONCRETE(rc=3-U - EQ--EQ EA. SIDE W/ (2) 1/2.0 THRU BOLTS TO MULLION Ma) 6"Min.THICKNESS\� & (2) 1/2"6 KWIK BOLT TZ EXPANSION ANCHOR "•...... ._SIDE RAIL QD NOT SHOWN FOR CLARITY \\REQ`D, W/ 3 1/4" Min. EMBEDMENT TO POURED CONCRETE ry•71 •• V1ALL (TYP.TOP & BOTTOM). ,1' � •• w� EDGE IF APPLICABLE ,aea' Q':•' Clls••' •T FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS n OR(M �� c 2017 11LTEC0 INC. • DRAWN fir. POURED CONCRETE WALL 11�.44167 Na u f l us L.C. SECTION W-2 •: ...� ! RoRing Shnffor Sysfom 08/24/17 ILC 0 IMc. DATE G OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION* '' w TILLIT TESTING ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. `�=O�; RhT L ••{' `\� esss Npr xu.a,sr..sos.xxv+.1 waaa,n lnae 1626 S.W.61LTMORE STREET 17-244 •��J�( 11 ( mil 1L7e co0eal�eam T'-��� PORT ST.LUCIE,FL 34984m APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS .F"S """'��`.11 ° "°EB_aaG6T19 �� (ems)T4°-Lana,FAx:(m)6T,a9so SCALE: 1/8'= 1' '�aF+/ 6 TURE DATE WFL�DA Lc A. g N16iE Mn en SNEEi 11AaF 28 .StYr6F+ / Min. E.D. Min. E.D. OR (1) 3/4'0 KWIK BOLT�EXPANSION i—2—1 ANCHORS 0 END MULLION 3°x3"xl/2"xO'-4" (ORIENTATIONS #1 & #2). (6061-T6 ALLOY) Alum, ANGLE EA. SIDE W/ (2) FOR•Min. E.D. ANCHORS30 INTERIOR KVIIK BMUWON OLT TZ ®EXPANSION 3/4"0 THRU BOLTS TO (ORIENTATION #2). MULLION 6' &(1) 3/4"O KWIK BOLT"TZ EXPANSION EDGE OF SLAB f , ,,-7 EDGE OF SLAB EMBEDMENT ANCHOR O Min. L..�� TO POURED IF APPLICABLE 4 1 IF APPLICABLE CONCRETE (Typ. TOP & BOTTOM) 7" EXTERIOR ai G2 POURED CONCR 11 (f'c = 3 ksi !Ain.) 3" 6" Min.THICK REQ'D. I! II If 3^ II I II EXISTING�� Gum ;' T• I SECTION X3-X3 W/ G? 'I Min. I (END MULLION ONLY) if u I GE9(TERIOR 1 1/2" 1 1/2• '(W/ ORIENTATION 1) 1 1/2"_4 " 1 1/ 4" (7"W) II E ® ifI I ® 3• 2. Q'/8 a' EXTERIOR <a n I 4" WERIOR �O ii I sg�_e ® G2L� 11 11�/22•• G2 7- 1 1/2° 1 1/2•I 19 3 ?(TYP.TOP/E0TIOU)11 (TyP, Op/ OM) 3-/x3"x1/2"xO'-7 (6061-T6 ALLOY) /3.r.1/2-xO'-7- (6061-T6 ALLOY) Alum. ANGLE Ek li EO.--T-EQ. THRU BOLTS TO M SIDEULLLION/ 2)&3/4"0 Alum. ANGLE EA. SIOE V!/ (2) 3/4 0 THRU BOLTS TO MULLION & II POURED CONCRETE (1) 3/4"0 KWIK BOLT TZ EXPANSION (2) 3/4"0 KWIK BOLT TZ PA14SION (f'c = 3 ksi Min.) ANCHOR W/ 6' Mi.. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO p Zol 1" B" Min.THICK REQ'D. POURED CONCRETE (Typ. TOP & POURED CONCRETE (Typ. TOP & TT BOTTOM) BOTTOM) (END MULLION ONY) (INTERIOR MULLION ONLY) EDCE of sue �' 1 ; ;l� IcE of sus ALTERNATIVE SECTIONS X3-X3 W/ G?* IF APPLICABLE IF APPLICABLE ORIENTATION y 2) . FOR (2) 3/4"0 KVIIK BOLT TZ EXPANSION (4"0") Afin. E.D. Min. E.D. ANCHORS 0 INTERIOR MULLION 03 A•rl G ... • SIDE RAIL D AND BOX NOT SHOWN FOR (ORIENTATION �2). 1' F ,vl�--. 'G�S•. .P CLARITY. Min. EO.— —� Min. E.C. FOR (1) 3/4"0 KWIK BOLT EXPANSION xt� '•J C••'•,•' ANCHORS 0 END MULLION FLORIDA BUILDING CODE (Non High Velocity Hurricone Z—) (ORIENTATIONS #1 & #2). ; t• No.44161 -;• ; 02017 DLTECo INC. Nautilus In. FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G? �'k` * ` jr �_ �� RoDl77gS6utterSysiem 0s/24/n SECTION W-3 °'O �" IL E C O�Nc. DATE --o�•, .... C�at`'� .M. v�Na EXPERT 16SHUTTER oSERVICES INC. 1 PORT SL.WCIE,FL 34984 T7-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * S�ONAt����'' `-�°E'L1eOO19 PHONE�eGV)749-905,FM:"(M) 0 �""`N. � 7777i�Pr7' WALTM A.�LN1J"P.E. SCALE: 1/e"= 1" P.E. SEAL/SIGNATURE/DATE RORIDA Uu g 44167 nm sRFxr t2 oT zc Q 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 CSEE SCHEDULE#1) (-(SEE SCHEDULE N1)'7EDGE OF SLAB ON SHEET 25. IF APPLICABLE IF APPLICABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): / / �/' / INSTALLATION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS r WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN it 3" 3°x3"x1/4"xO'-7" 1" 1" PRESSURE RATING, 12'-0" MAXIMUM II POURED CONCRETE (6061-T6 ALLOY) I•i-5° MULLION SPACING. II (t'c - 3 ksi Min.), Alum. ANGLE EA. SIDE 0 SEE SCHEDULE /f 1 FOR ADDITIONAL SPECS. I, SEE SCHEDULE#1. Y!/ (2) 1/2"0 THRU 3" p BOLTS TO MULLION IIH71 INSTALLATION CASE Ia - RESIDENTIAL AND COMMERCIAL APPLICATION _ n z" EXTERIOR W/ t60.8 p.s.f. MAXIMUM A.S.D. DESIGN EXISTING �'° PRESSURE RATING, 8'-0" MAXIMUM MULLION GLASS ° SPACING. w e 1" G3 1 1/2• Min SEE SCHEDULE11 FOR ADDITIONAL SPECS. z G3 1 t/2' INSTALLATION CASE H - COMMERCIAL APPLICATION FOR f 100.0 p.s.f. 5H i' I IXTERIOR /'r 7"-� MAXIMUM A.S.D. DESIGN PRESSURE RATING, (4)ANCHORS 8'-0" MAXIMUM MULLION SPACING. SEE v (SEE SCHEDULE#1) SCHEDULE u1 FOR ADDITIONAL SPECS. ffi a it ALTERNATIVE SECTION X3-X3 W/ Q�/B , Q'�8 (W/ ORIENTATION # 2) SCHEDULE #1 (2°0" INTERIOR MULLION ONLY) INSTALLATION MIN. SLAB ANCHOR TYPE & SLZE MIN. ANCHOR MIN. EDGE a.p m s jj THICKNESS DISTANCE FOR o N u I CASES REO'D. (TYP. TOP & BOTTOM) EMBEDMENT ANCHOR u • SIDE RAIL@ AND BOX NOT SHOWN 3/e°0 HILT] INC HUS-H FOR CLARITY. SCREW, II I 4" 3/8.0 POWER FASTENER 2 1/2" 5 1/2" ® p ® WEDGE- BOLT ANCHOR �I (TV.TOP/BOBOY)i; I (TYP.TOP/BOTTGU) Ia 4" BOLT TZILTI INC KWIK 2 1/2" 5 1/2" B° 1/2°0 HILTI INC KWIK 3 1/4" 7 1/2" POURED CONCRETE BOLT TZ n 3" (f'c=3 k i Gin.), 11 1" SEE SCHEDULE #1. X% /// EDGE OF SLAB I '!"EDGE OF SLAB IF APPLICABLE IF APPUCABLE 1 Min. E.D. ` Min. E.D. y I J —(SEE SCHEDULE#I (SEE SCHEDULE ((1) FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION W-3 X, ' rc, �(/T Q`;• •.,'�i9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ozov mreco INC. Nautilus LC- L • No.44167 `_ RollingShaHerSystem D8/24/17 Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * AIL E C O�wc. DATE: � ]Iwr TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS —�o' ` �' �`� a ;.�:< "L>"�° ,� "° PORT S.W. UCIE.FL STREET484 17_244 F•••�OR 1A` a-ureic 6llece0ool.eom PORT ST.LGCIE,M; 34984 DRAWING No SCALE: 1 6• 1° _ -•r k TILL)19 PHOxE'IeaD1]49-80.50.FAx:(]n1 e]t-a99D / And WALIER A 11LLIT 9 P.E. ••••I ff"w/DATE FLORIDA Uc.1 44167 N/• SNEET 17A OF]6 O/ EDGE IF APPLICABLE 2"xMULLION DEPTHx1/8"Cont. \ \\ \ ALUM. TUBE (TOP & BOTTOM) W/ 1/4"ox3/4'RW BUILDEX TEK SCREWS 5/16.0 TAPCONS XL VI/ 2 1/4' W/ 1'O.D.x0.060'GALVANIZED STEEL 2 I/6" Min. EMBEDMENT 0 24 ox WASHER ®24"o.c. 7 3/4" Min. E.D MIN. E.D. 1• EDGE IF APPLICABLE 1 r 7 3/4" Min. E.D. \ G2 2" If I \ / 4" CONnlvuous POURED I 2' 7' CON'CREfE(Yc-3 ksi Mn.) 8" n.THICK REO'0. : I POURED CONCRETE N (Pc = 3 ksi Min.) \ END CAP 8" Min. THICK REQ'D. \ 4• EXTERIOR I • \ I i7 7 3/4' 1 I 2" W Min. E.D. NOTCH WEB EQ.I EO. I p- (TYP. TOP/BOTTOIA) 4„ 22. " 7 3/4" Min. E.D. 5 Y 11 1" x 4"x4"x3/8• (6061—T6 ALLOY) N jr-Min.- I I --Alum.ANGLE EA. SIDE. ZQ J�_ 1 a (WALL MOUNTED SHOWN, MAY BE Exlsnnc/I I D ALSO INSTALLED TRAPPED MOUNTED GLASS 11 PER SECTION Q'—Q' ON SHEET B.) EDGE IF APPLICABLE_ ON i1 �a G " IIOR SECTION X4-X4 W/ G? (END & INTERIOR MULLION) o� ® ri I ® (W/ ORIENTATION # 2) �N Q'/8 o I Q'/8 (4"X7") g Min. E.D 77 1 1/2"x1 1/2"xO.062"xCONT. ALUM. • SIDE RAIL QD NOT SHOWN FOR CLARITY ANGLE W/ 1/4"00/4" ITW BUILDEX �I MIN. E.Q. TEK SCREWS ® 24" o.c. TO TUBE. igREO I 1 1/2" I 7• CONTINUOU1/2- POURED 10" CONCRETE 8" Min. THI 7" ;Tra.TCPAhmom) t t/2' t t/2" (TYP.TOP/60n0u) 7 3/4' ``pp((�� T� MIN. E.O. 4"x4"x3/8'xD'-10"(6061—T6 ALLOY)Alum. ANGLE '� ..EA. SIDE W/ (2) 3/4.0 THRU BOLTS TO MULLION �� VV& (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR + :"•'LENS••••'• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) W/5" Min. EMBEDMENT TO POURED CONCRETE �� t 02017 PLTECG INC. CRON MI. EDGE IF APPLICABLE WALL (TYP. TOP & BOTTOM). .405 Nautilus Lc- WALL MOUNTING:MULLION �7 *: ` RollingShuHerSyatem ca7zyn �L E C O mc. DATE POURED CONCRETE WALL TILL N TESTING C ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. SECTION W 4 9 •.f XN.4 R x e WKNA Ilik R 111 rp 1626 S.W.BILTNORE STREET 17-244 O��PS��••�••���,'1tt1 wow:txislnlEac ooe�s '-Ivl PNaic.PORT 7ST.LUC.rF tM9 ell-weo muaac wo 1 PORT Si.LUCIE.FL 34984 END&INTERIOR WALL MOUNTED MULLION INSTALLATION WALTER A T 0 Jr.P.E. �-- - - SCALE 1/8"= I' P.E. SEa�/F,{tiA1NA DATE FLORIDA Tf g 44187 m.s ari ni SHEET 13 OF 26 EDGE IF APPLICABLE EDGE IF APPLICABLE, 2"xMULLION DEPTHx1/B" Cont. —1— ALUM. TUBE (TOP & BOTTOM) W/ �'C'�� \\\ �5/16"0 TAPCONS XL W/ 2 1/4' 1/4"0x3/4• I.0 BUILDER NIZ SCREWS \\_ \\\ W/ 1'O.D.x0.060'GALVANIZED STEEL \ ` 2 1 2 )Ain. EMBEDMENT® 24' o.c. WASHER 0 24'o.c. / \ 4 3 8• Min. E.D. 4 3/8" Min. E.D 1• MIN. E.D. 1" G3 1I ' 1' CONTINUOUS POURED 1 I f 1 CONCRETE(fc=3 ksi Min.)� z 3 1/2' 8" Min. THICKNESS REO'D. 2 EXTERIOR 4 3/B" \ 7 1/4" Min. E.D. \ I D CAP 4 3/8"Min. E.D. \ EN CONTINUOUS POURED I Z CONCRETE(fc=3 16 Mn.) — i 0 8"Min. THICKNESS REQ'D. 1' I M,n. EDGE IF APPLICABLE g N z� N u � SECTION X444 W/ G3 (INTERIOR MULLION) Z ii (WALL MOUNTED SHOWN, MAY o D BE ALSO INSTALLED TRAPPED (W/ ORIENTATION 21 EXISTING 6 w CLASS 11 MOUNTED PER SECTION Q'-Q' (2"X7") a 11 ON SHEET 8.) o N ° I EXTERIOR O SEE MAXIMUM t (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & ® II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q1/8 ii i Q./$ SPAN INSTALLATION): �2 1/2"\ \� INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL Min. E.D \ I 1 1/2"x1 1/2"xO.062"xCONT. ALUM, APPLICATIONS WITH ±60.8 p.s.f. 4 3/8• ANGLE W/ 1/4"Ox3/4" ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE MINI E.D. 1 TEK SCREWS ® 24" o.c. TO TUBE. RATING, 12'-0" MAXIMUM MULLION ® SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR X4 X4 POWER FASTENERS WEDGE-BOLT Im.10'/MMU)3 1/2' NI M.TOP/601TOV) ANCHORS. INSTALLATION CAM II' - COMMERCIAL APPLICATION FOR ±100.0 1" I p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" �—(2) 3/8"0 KWIK BOLT TZ EXPANSION ANCHOR MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO MIN. E.D. W/ 2" Min. EMBEDMENT TO POURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. WALL. (TYP.TOP & BOTTOM). EDGE IF APPLICABLE CONTINUOUS POURED ,•';�f�R A•T� .SIDE RAIL QD NOT SHOWN FOR CLARITY CONCRETE(f'c=3 Id)Fn.) 8" Min. THICKNESS REO'D. `,��;•'J �''•'•,• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING:MULLION C3 t 02on XTECO INC. CRAM UP. POURED CONCRETE WALL ISO,a4167 Nautilus SECTION Wei * * * RollingS7/atterSystem c6/AM INTERIOR WALL MOUNTED MULLION INSTALLATION * =_moo ' � ` � ����' :;� �k�Iy� ��aI SING COM1Py; EXPERT 16SHUTTERa SERRE STREEr INC. 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS - SIONA��� '' °�"°'EB OG0s;°"°^' v PORE ST.LUC.,FL 34964 DRAWNG,E Fxave(eoo)749-Doss.FAX(Tri)wi-wss 1VALTER A.TILLTT Jr.P,E. SCALE: 1/8"= I` P.E. S 1S(1fARf E/DATE FLORIDA Uc.0 44IQ n, m SNEE'r 13A OF 26 TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (�`) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/0 STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, lb & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;AS.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&28 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',V OR 7), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN &Q),-MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOLLOWINGIFIC PRODUCT DEFNITION FOR SLATING S SPAN SHALL BE CONSIDERED:TION TYPE, DING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CONCRETE FOR A GIVEN MUWONITY CEILING 0,@&W@).MOUNTINGS OF MULLIONS INTO LKAX:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 12"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART lc:PROVIDES SEPARATION SHALL BE BASED ON CART 1c,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS 18 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 AS.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25 8 28 W/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',V OR T),AND DETERMINE MAXIMUM MULLION SPAN CART lc,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(J,©, &©), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET22 W/AS.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,IDA,11.11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING PPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE &©). 3.ENTER TABLES 2 OR 3 ON SHEET 23.WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS " PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHORTYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. WOOD FRAME STRUCTURES. §�F�AC.�44-.._ \\ '•�Gu►ts•••. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WN .YY1 4167 •": 0 2017 TILTECG INC. AQ Nautilus CRC .� � Rolling Shutter Spstem caR/n s, W IL E C O 0 . �\ T1LLR TESTING tr ENGINEERINGG COMPANY '• ��i1C17 EXPERT SHUTTER SERVICES INC. _ ! ni a N•.Jcw s sm xs.vrac cwmq n aJ+ee FOR S.W. UC:E.FL STREET 17-244 l Wt PORE ST.LUCIE,FL 772)5 �_'Ar "'• �� a-mail Glt"eo0ao4com 0R11W41t'No S/0NAI.�t� �tlt EB-000671E P110NE'(�)]a9-9058.EA%:(]Tz)e)1-G990 yip' WALTER A TILUT Jr.P.E. o°c P.E. SY1KS�AfdR�URE/DATE FLORIDA Ua.0 Oaf 67 R.A SHEET 14 of 26 SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.0,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O STORM AAR.R _T CHART'Ia CHART Ib CHART IV CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE ASV.LOAD USE MAXIMUM POSITIVE A.S.D.LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5/16"o TAPCON XL ANCHOR 5/16"o TAPCON XL ANCHOR POURED CONCRETE To POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLDCK MAIL MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LMAX.' (FT) 'LMAX.' (FT) 'LMAX.' (FT) MEASURED TO BACK OF SLAT (in) ESSUDESIGN WALL rntPPED EDTED OUT BULD-our WALL TRAPPED BUILD-OUT euaD-atrt WALL TR►>'Pm BuuD our BImD-our W/O STORM BARS W STORM BARS MOUNT MOlflrf rJ�QUNr 6 MOUNT W/E© MOUNT MOUNT WQUtlr& NOUNT W/E© MOUNT YWNf IJ�QUNr W( MWM W/E© n SEE NOTES# SEE N0715# 1 �7 9S NOTES# SEE NOi6# SEE Nm16# �1 (� SEE NOTE'# SEE NOIFS# SEE NOTES# �1at �E NOTES# *IND ZONES1141/2- ND ZONES3WIND 20NE (P9'/ SEE NOTES# SEE NOhS# SEE NOTES# 1-31-3 4 30.0 20'-0' 15'-4' 20'-0' 20'-0- 20'-0' 15'-4' 20'-0" 18'-O' 20'-0" 15'-4' 18'-0' 15'-6' 1' 6" 7" 35.0 20'-0' 15'-3' 20'-0' 18'-0' 20'-0" 15'-0. 19'-0" 16'-3" 20'-0" 15'-O" 16'-3" 14'-0" 1. 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" 6' 7" 45.0 20'-0' 15'-0' 18'-0" 15'-3" 20'-0" 14'-2' 16'-0" IN-9' 17'-4' 14'-2' 13'-9' 12'-0' 1' 6" 7" 50.0 20'-0' 14'-10' 16'-9" 14'-2' 19'-V 13'-1' 14'-10" 12'-10" 16'-2" IN-11" 12'-9' 11'-O" 1" 6` 7" 55.0 20'-0' 14'-8' 15'-8' 13'-4" 17'-9' 12'-4' 13'-11, 12'-1" 15'-0" 12'-4" 12'-0" 10'-6" 1' 6' 7` 60.0 19'-5' 13'-9' 14'-9' 12'-7" 16'-9" I V-8' 13'-2" 11'-5' 14'-2' 1 V-8" 1 V-4' I W-O" 1' 14 1/2' 6' 7' 85.0 1 18'-4' 12'-11' 13'-11' 1 V-11" 15'-9" 11'-O' 12'-5' 10'-11' 13'-4' 11'-O' 10-10" 9'-6" 1' 14' 6' 7" 70.D 17'-4' 12'-1' 13'-3' 1 V-4' 15'-O" 10.-6. 11'-10' 10'-4' 12'-9" 10'-6" 10'-4' 9'-0' 1' 13 1/2- 6" 7" 75.0 16'-6' 1V-7" 12'-7" 10'-10" 14'-3" 10'-0' 1V-4' W-11" 12'-0' to,-0' 9'-10' 8'-10' 1" 13 1/2' 6' 7' 80.0 15'-9' 11'-0' 12'-0' 10'-5' 13'-7" W-5' 10'-10" 9'-7' 1 V-7' V-5" W-3' 8'-6. 1. 13" 6' 7' 65.0 15'-0" 10'-6" 1 V-7' 10'-0' 1V-O' V-3' 10'-5" W-3" 1 V-2" 9'-3" W-0" 8'-3" 1' 13" 6" 7" 90.0 14'-2' 10'-1' 1V-2" 9'-8" 12'-6' 8'-10" 10'-1" 8'-1I" 10'-9' W-10" W-10" 8'-0. 1' 12 1/2" 6" 7" 95.0 13'-5° 9'-8' 10'-9' 9'-4' 12'-0' 8'-5' 9'-9' W-7" 10'-4" 8'-5" W-6" 7'-9" 1' 12 1/2' 6" 7' 100.0 12'-9' W-4' 10'-5' 9'-1. 1V-8" W-4" W-5' W-4" 10'-0" W-4' V-3" 7'-6" 1" 12" 6" 7" 105.0 12'-2' W-0' 10'-1' 8'-9' 11'-3" 8'-0" 9'-2' 8'-2' 9'-8" 8'-0" B.-O. 7'-4' 1° 11 1/2" 6' 7" 110.0 1 V-7' B"-8' 9'-9. 8'-6' 10'-11" 7'-10" W-10' 7'-11" 9'-3" 7'-10" 7'-9' 7'-2" 1' 11 1/2' 6" 7" 115.0 11'-1' 8'-5° 9'-6° 8--4° 10'-7" 7'-8' 8'-8" 7'-8" 9'-0' 7'-B" 7'-8" 7'-0" 1" 11 1/2' 6' 7" 120.0 10'-B' B'-1. W-3' 8'-2' 10'-3" 7'-5" 8'-5' 7'-6" 8'-11" 7'-5' 7'-5' W-10" 1' 11" 6" 7" 125.0 10'-2' 7'-9' 9'-0. 7'-11' 10'-0' 7'-2" 8'-2' 7'-4' 8'-B" 7'-2" 7'-3' 6'-8' 1' 11' 6' 7' 130.0 9'-10' 7'-6" 8'-9. 7'-9' 9'-9' 7'-0' 8'-0" 7'-2" W-5` 7'-0' 7'-2' 6'-6' 1" 10 1/2' 6' 7" 135.0 9'-5° 7'-2` 8'-6' 7'-7' 9'-6" W-10" 7'-10" 7'-1' 8'-2' 6'-10" 7'-0' V-5' 1" 10 1/2° 6" 7" 140.0 9'-1' W-11' W-4' 7'-5' 9'-1. - 7'-8' 6'-11' 8'-0' - W-10" 6'-4" 1' 10 1/2' 1 6' 1 7' 145.0 8'-10' W-2" 7'-3' 18'-10' - 7'-6' - 7'-10' - - - i" 10' 150.0 8'-6' 8'-0" 7'-2" 8'-8' - 7'-4" - 7'-9" - - - 1" 10' 6' 7" 155.0 8'-3' 7'-10' 7'-0" 8'-3" - 7'-2' - 7'-7' - - - 1' 10' 6' 7" 160.0 W-0" 7'-8' V-10' 1 8'-0• - 7'-1" 1 .--1 7'-5" # NQ]IES• 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS `.•p" .. ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT 11EE ............. SPAN AND A.S.D. DESIGN PRESSURE RATING. AA4 ,.• E�� , ✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH - `�� 02017 TILTECO INC. • DRAWN BY: 3/8.0 KWIK BOLT 3 ANCHOR OR 5/16'o TAPCON XL ANCHOR, INTO �•4416 Nautilus POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR ?, RoRingShn8erSystem 08/24/17 WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR INC' DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. '� , ``�� TILLIT TESTING Jr ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. =0�'•., RI V T'( A� eau kr.Jcn s.w.Joe.x.c•w er�ws,n glee 1626 S.W.BILTNORE STREET 17-244 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE 3 """' Ted'a'0'rw'I'6S'°T'"" PORT ST.LUCIE.FL 34984 e( �� tm"wmeeLeem Iaave(Iwo)Tao-swe.ra:rn7)cn-Iroso 0RA1Twc N. DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. S/ 11 wNLTEa-0006719. ��+ do P.E.SLd} ATE FLowOA ua;44167 an.san nn SNLEf a or zs MAX.ANCHOR'S SPACING SCHEDULE V8 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 SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't ?ANGE(P.a s 30.0 9" 9° 9" 9" 9" 9" 9" 9" >31-40 9" 9° 9" 9" 9" 9" 9" e" >41-60 9" 9" 9° 9" 9" 9" 7" 5 5/8" -_ >61-80 9" 9" 9" 9" 9" 8" 5 5/8° 5 5/8" SLAT t NOTE: >81-105 9" _ 9° 9" 9. 6 1/2" 5 5/8" - �SPAN� MAX. SLAT SPAN FOR A >106-120 9" 9" 9" 9" 8" 6" - PRESS RE RATINGGSHALL >121-140 9" 9" 9" B. 7" 6" - - 1NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT >141-160 9" 9° 9" 7" 7" - - - SLAT SPAN DEFINITION PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. • SLAT SPAN RANGE DESIGN PRESSU G 0'-4't > 4'-5't > 5'-6•t > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't GE(Pi s 30.0 9" 9" 9" 9" 9° 9" 9" >31-40 9" 9" 9" 9" 9" 9" 9° >41-60 9° 9" 9° 9" 9" 9" 7 1/2" _- - >61-80 9" 9" 9" 9° 9" - >81-105 9" 9° 9° 9" 8' - - >106-120 9" 9" 9" 8 1/2" 1 8" - - - >121-140 9" 9" 90 7" 1 - - - - >141-160 9" 9° 8" 6" BUILD-OUT MOUNT MAX A.Sb. SLAT SPAN RANGE DESIGN PRESSURE O'-4't > 4•-S't > S'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't GEn(`(Px O ® @ O@ 0 O ® O@ 0 O ® @ O ® Q E @ E e S 30.0 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 7 3/4' 7" 7" 5 5/8 >31-40 9" 9° 9" 9" 9" 9" 9" 9° 9" 9" 9" 9" 9. 9" 9• 9• 9" 7" 7" 6" 5 5/8" 5 5/8" 5 5/8 >41-60 9" 9° 9" 9" 9" 9. 9. 91• 9" 91• 9" 9• 9" 7 1/2" 7 1/2° 6" 5 5/8" 5 5/8" 5 5/8' 5 5/8" 5 5/8" - >61-80 9" 9° 9" 9" 9" 9" g" 9° 9" 9° 9. 9" 9" 7" 5 5/8" 5 5/8" 5 5/8 5 5/8" 5 5/8" - - - - >at-105 9" 9" 9" 9" 9" 9" 9° 9" 9" 8" 8" 6 1/2 6 3/4" 6 3/4" 5 5/8 5 5/8" 5 5/8" 5 5/8 - - - - - - >tos-t20 9" 9° 9" 9" 9" 9" 9" 9° 8" 8" 8" 6 1/2" 6" 6" 5 5/8 5 5/8" 5 5/8" - - - - - - - >121-140 s" s" 9" s" 9" 7 1/2 B. e' s t/z" 8" e" s^ s s/e• s s/s^ 5 s/a - - - - - - - - - >141-t60 9" 9' 9" B" 8" 6" 7° 7" 5 5 8 6 3 4" 6 3/4"5 5/8" 5 5/8" 5 5 b:...- 1141'1P,a T, - - - - - - - 11 ..•"�'• •"'•.'T FLORIDA BUILDING CODE(Non Hlgh Velocity Hurricane Zone) '' •'1 `= 02017 TILTECO INC. Nautilus DRAWN W. *` �167 LC RaningShuHersystem 08/24/17 I L E C O me. DATE 1' TILLIT TESTING Q ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. '•., ;' am Nr.xw a a.m;vs�sA cans;n vim 1626 S.W.BILTMORE STREET p Pw.:ema>srl_Iva.Fe.:(]GS)Bl1-m1 17-244 `: '•• O/lID �,, �- PORT ST.LUCIE.FL 34984 Qn 1 mall:GltecoGo"I.com DRAWING - S/ '•'•• EB-0006719 PNONT:ttoel 749-SOS6,FAL•(772)6]1-0990 N" r ,,,4 WALTER A"'UT Jr.P.E "r�s ••••I WE• TN DATE FLOROA U..r 44167 /u/ SHEET 11 OF 2G /!J° MAX.ANCHOR'S SPACING SCHEDULE Vb 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 WALL MOUNT �. SLAT SPAN RANGE DESIGN PRESS 0'-4,t > 4'-5't > 5'-6't > 6'-7't > 7'-g't > g'-12't > 12'-16't > 16'-20't RATM RANGE(pm) s 30.0 8" 8" B. a. 8" 8" 7 1/2- 5 1/2" >31-40 B" a. 8. 8' a. 6" 4° >41-60 B" B. 8" 8" a. 6" 4" 3 3/4° t NOTE: >61-so B" 8" B. 8" 7° 4 1/2" 3 3/4" - MAX. SLAT SPAN FOR A >81-105 B" 8" B" 6 1/2" 5" 3 3/4" 3 3/4" - �S ANC SHALSLAT GIVENL A.S.D. DESIGN LOAD 5108-120 B. 8° B" 5 1/2" 4 1/2" 3 3/4" - _ SHALL NEVER EXCEED MAX. [o] SLAT SPAN INDICATED ON >121-140 8" 7 1/2" 6° 4 1/2" 4" 3 3/4" - - SLAT PERFORMANCE CHART >141-160 a. 6' 5" 4" 4" ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT SLAT SPAN RANGE DESIGN tiaESSUIM 0'-4't >4'-5't > 5'-6't > 6'-7't > 7'-g't > g'-12't > 12'-16't > 16'-20't ROM RANGE(Pfn s 30.0 6" 6" 6" 6" 6" 6" 6" 5 1/2" >31-40 6" 6" 6" 6" 6" 6" 5 1/2" 4 1/2" >41-60 6" 6" 6" 6" 6" 5 1/2" 4" 4" >61-eo 6" 6" 6" 6" 6" 4" 4" >81-105 6" 6" 6" 6" 4 3/4" 3 3/4" 3 3/4" - >to6-120 6" 6` 6" 5` 4" 3 3/4" - >1zt-t4O _6_1, _5 3/4" 3 3/4" - - >141-160 6" 6" 5" 1 3 3/4" 3 3/4" _ BUILD-OUT MOUNT ASWD. SLAT SPAN RANGE OE944 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't PRESSURE PATING �'� 1-M-0 E E 0 E 0 ® LJ 0 ® E 0 E E ® E 0 ® 0 E s 30.0 6" 6" fi" 6" 6. 6` 6" 6" 6" 6"_ 6" 6" 6" _ 6° 6" 6" 6" 5 1/2" 5 1/2- 4 1/2" 4" 4" 3 3/4" >31-40 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" : 6" 6" 6" 5" 4" 4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" >41-60 6" 6" 6" 6" 6" 6" 6" 6" 6" 6` 6" 6" 6" 6" 6" 4" 4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" - - - >61-80 6" 6" 6" 6" 6" 6" 6" 6" 5 1/2 6" 6" 5" 5" 5" 4" 3 3/4" 3 3/4" - 3 3/4" 3 3/4" - - - - >81-105 6" 6" 6. 6" 6" 6" 6" 6° 5 3/4 4 1/2" 4 1/2" 3 3/4'.3 3/4" 3 3/4" 3 3/4° 3 3/4" 3 3/4" - - - - - - >1o6-t2O 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" - - - - - - - - - >t2t-t40 6" 6" 6" 5" 5" -- 4" 4 3/4" 4 3/4" 3 3/4 4 11 2 4 1�2a 3 3/4 3 3/4" 3,3/A: ..-,- - - - - - - - - - >141-160 6" 6" 5° 4 1/2" 4 1/2" 3 3/4 4" 4" 1 1 4" 1 4" 3 3/4r - - 1� �1 NS ✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) )�,•' 44167 1L' 02017 nLTEco INC. Nautilus GRAM Lam: RoU3ngShuHerSystem 09/P4/17 0n. �L E C O Iwc. EXPERT SHUTTER SERVICES INC. DATE \� 71LUT TESTING&ENGINEERING COMPANY `ih •. p (�`_1� ".•,N1r.feu.n,m.xa gym:. rimers,rt iilaa 1526 S.W.81LTMORE STREET 17-244 ....•.. 1 Pr<ne:(wl)m1-law.r,.:pos7mt-1v1 1 PORT Sr.LUCIE,FL 7196a e-00671d.rnm IIRAITIIIG No ANAL E j1111 Ea-aeGe7te �n+E(�)749-lwse,cA>t:(m)eTt-osao WALTER A 7I Jr.P.E. P.E. S�tA''/69KA URE/DATE FLORIDA GIG(44157 �n SKEET 17 ov 26 MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE,W/5/16"0 TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT MAX ASA• SLAT SPAN RANGE DESIGN PRE N RAG 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(p.mf.) s 30.0 8" 8" 8" 8" 8" 8" 6" 4 1/2" >31-40 e" 8` 8" 8" 8" 7" 4 1/2` - >41-60 e" .8` e" 8" 8" 4 1/2" - - t NOTE: >61-80 8" 8` 7 1/2- 7" 5 1/2" - - - MAX. SLAT SPAN FOR A >81-105 8° 8" 1 7 1/2" 1 5" 4" 1 - - - S SLLAAT T GIVEN A.S.D. DESIGN RATING SHALL >106-120 8" 1 7 1/2" 6" 4" - - - - [o] P�RUEXCEEDD MAX. SLAT >121-140 8" 6" S. - - - - - SPAN INDICATED ON SLAT >141-160 7" 5" 4" _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MkX�• SLAT SPAN RANGE PRESSU RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > g'-12't > 12'-16't > 16'-20't RANGE&M.) s 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" - - - >706-1zD 6" 6" 5 1/2" 4" 4 1/2" - - >1zt-u0 F. 5" 4 1/2" 3 3/4" - - - >141-160 6" 5" 4` BUILD-OUT MOUNT UAx AS.D. SLAT SPAN RANGE PRESSURE 0'-4't > 4'-5't I > 5'-6't > 6'-7't > 7'-9't > 8'-12't > 12'-16't > 16'-20't RATIN RANGE(Pa f.) E ® E E E E E E E E R41/2� E ® E E E EE ® EE s 30.0 6" 6` 6" 6" 6" 6" 6" 6" 6" 6" 6` 6" 6` 6" 6" 6' S 1/2" 4" 4 1/2" - - - - >31-40 6" 6" 6" 6" 6" 6- 6" 6" 6- 6" 6" 6" 5 1/2" 5" 4" - 4" - - - - >41-60 6" 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 6" 6" 6" 6" 6" 5 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">81-105 6` 6" 6" 6" 6" 5 1/2 5 1/2" 5 1/2" 4 1/2 3 3/4" 3 3/4" - - ->106-120 6" 6" 6` 5 1/2" 5 1/2" 4 1/2 4 1/2" 4 1/2° 3 3/4 - - - - - - - - - - - >121-140 6" 6° 5 1/2 4" 4` - 3 3/4 3 3 4" - I - - - - - - - - - - - - - - >141-160 5" r 5" 4" - - 0''�P / ,.• J• -, FLORIDA BUILDING CODE (Non High Velocity Hurttcane Zone) NO t F : 02017 nLtEDO INC. Nautilus L.G •4416' ,� RoRtrlgShrrfferSystem DB/24/17 IL EC O IHC. DATE A'•� 'n.TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 0�'• /'�' wa n..�n s,s.m,,rxeu ex 4Rs,n]JIEG 1626 S.W.eiLTIIORE STREET 17-244 Q{\ p°"'•`1m�'-'�'m`(>wleT'- PORT ST.LUCIE,FL 34984 mt°e°o°°I.°om DRAWING K. �- �js,• •��{{I{ a EB-DD06719 l✓100)]19-9G38.FNt:(7l2)B71-OG90 L— WALTER A.TILLIT Jr.P.E. �•.E .'•••$•°••T1 WJ DATE FLORIDA U.0 44167 �/.r SHEET le OF 26 SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILD114GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT SPAN RANGE A.S.D. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (PSf) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy 5 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 120 290 150 794 180 509 210 708 270 1266 1 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 1 550 263 1 711 315 1142 1 368 1372 473 2009 591, 2492 638 — I — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — 1>141-1601 781 320 1186 400 1322 480 1873 560 1740 640 — — — — — — SLAT ~'SPAN—� I_— 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. SEETHISSHEET FORVx&VyVALUES. Vy SIDE RAIL VX '`• , Vy � '� \CG'S��` � FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) No.4416 c xD,7 nuECD INC NautilusCRAM 17f. * * Rolling Shutter System CB/24/17 cc IL EC O�qe. EXPERT SHUTTER SERVICES INC. DATE 711UT TESTING d ENGINEERING COMPANY n."mug a.Z�%vm-xa—L n y,ee 1626 S.W.BILTMORE STREET .,(�etn-,sm.ra:(xel.—m, PORT ST.LUCIE•FL 34984 17-244 SIQ �� (t, a mat 6nemccal.ccm P„ME(6a0)74s-sore.Fax(ni)�,-oasD DRAWING Me +- AL ,� EB-0006719 e< WALTER A.TiLUT.1,P.E. P.E. SEAL/SIG�tS A DATE FLORIDA Uc.p 44167 M/„ '� SHEET 19 OF R6 SLAT PERFORMANCE CHART lb 1 & IC 1:(ONLY VALID FOR 1/2"SLIP) SLAT PERFORMANCE CHART IIb 1 & IIC 1: (ONLY VALID FOR 1/4'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A OVEN WOOD GRADE.A.S.D.DESIGN LOAD(p.s.f).SLAT SLIP 1/8"AND FOR A GIVEN MAXIMUM AS.D.DESIGN PRESSURE RATING(psQ AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAYJMUM A.S.D.DESIGN PRESSURE RATING(p.s.O AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTINGTYPE FOR WOOD FRAMES WALLS W/2"X4"STUDS, INSTALLATIONS NCO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS W10 STORM BARS PER DETAIL BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ib 1 U Ei/ CHART ICI CHART IIb i IIE 1 CHART IIC i S M` M N EM AND K ASA OD USE Lw w" Asa AIL SLAT SPIN WL SLAT RMUIRE.D wt.SEP (�w11NAl 1711E BMWP031AE NO fEATf r AAMtLD USE wnl r YALLE 6EIRLII7 P09INE NO tFG01YE ASlL lLOADI YASD •Crux'(n) L1�SPAAN(Fq TO BACK SDF�SLAT To 5118'0 TAPCON XL ANCHOR USE MAMIM POSITIVE AS.M 5116-OTAPCON XL ANCHOR USE WA7mLI1M POS(IIVE A'D' WOOD GRADE OE_S1GM M T LDw VALE Ai µ T wow v,ILUE L Dtm RATING, IV" A rt W/o sroRu Bus SPAIN wwD zoNEs WIND zarLE WA.SLAT SPAN 'CHIN.' RMURED My,SWARAT10N TO GLASS MAD" REQUIRED WAX.SLAT SPAN "LI/IN.' F03M D�,SEPARATION TO (PeQ Wm xmcs s t-3 4 M"GL""'� •LMAx•(rt) UU MSLM To BACK OF SLAT(m) � 'Lwx'(it) (ft) 1�TO BACK OF SLATDES (fa) sounlERt(PINE/2(c=0.55) so. a-s a'-5- WALL Dunn-UT BuaD-our �. w o sroRW aARs WALL ( (xnn-our WALL TRAPPED w o sroRu eus RATING UOUNI W/ W &/ •Duna r RAW LOW You W/ � W/ a nsn-•OUT DOUGLAS-FlR-SOUTH(G-0.46) 60 4'-B' 4'-5' WIND Z3 N(5 YANO�ONE (P'00 (g NOIE4e) (� a xTVO ZONES WINOONE (p'Q aotTse) (s¢1w1Tse) (sx w%6a e " PRICE PINE-FIR-SIIH(G=0.36 60 a'-s' 4'-s' 30.0• 10'-0' 10'-0- 10'-0- 8'-1' 1' 8 1/2- 30.0• B'-3' 8'-3' 8'-3' 7'-7- 1' 8 1 8- 35.0•• 10'-0' 10'-0' f0'-0- 7'-9' 1' 8 1 2- 35.0•• 7'-9' 7'-9' 7'-9" 7'-3- i' 8 1/S. 40.0•• 10'-0' 10'-0' 10'-O" 7'-5' 1" 8 1 2- 40.0•• 7'-7- 7'-7- 7'-7- 7'-0' 1' 45.0— 10'-0' 10'-0' 10'-D' 7'-2- 1' 8 1 2- 4b.0••• 7'-4' 7'-4' 7'-4' 6'-9' 1' 8 1/8' a Y17 50.0••• 10'-0' 10'-0' to,-o' 7'-0' 1' 8 12- $0.0••• 7'-3' 7'-3- 7'-3- 6'-6- 1' e 1 8- 55.0••• 10'-0' 10'-0' 1D'-0' 6'-9' 1' 8 1 2' 0.5.0••• 7'-3' 7'-J' 7'-3' 6'-4' I. B 1 8' 60.0••• 10'-0" 10'-0' 10'-0' V-9' 1' 8 1 2' 60.0— 7'-3' 7'-3' 7'-3- 6'-2' 1' 8 1 8' --;1 ------ --r�----- SLAT PERFORMANCE CHART IIIl:(ONLY VALID FOR 118"SLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 1/8"SLIP) i % p� SLAT � E �c � FOR A GIVEN MNDMUM A.B.D.DESIGN PRESSURE RATING"Q AND SHUTTER MOUNT CONDITION FOR FORA GNEN AS.D.DESIGN LOAD(p.s.O•SHURER MOUNT CONDITION INCLUDING ;j `•%/ I I I i INSTALLATIONS NCO STORM BARS PER DETAIL 2 BELOW FOR A GIVEN E AND FOR INSTALLATIONS LOAD(TIS.0. HU STORM BARS PER DETAIL 2 BELOW I I ' USE W/ II I <� SLAT SPAN DEFINITION CHART IIIb i plpl CHART IIIC1 5116"o TAPCON XL ANCHOR ;' I! o USE MOMAi WaIE®14X POSIDIE NO 1EfM A=IOID 1 !4•-e Tp'T I 1 I USE MAXPMI f+OSR1YE�•0• USE LU)DI M VNLE BETYTfF71 POSIINE USE MAXNUM I,wAu ub.M A I I AND NEGATIVE A.S.D.LOAD AS.D.LOAD VALUE t i-s'r09 I 5/16"O TAPCON XLANCHOR WIN, SLAT 11.14D VALUE }}..� WALED-o1.1 F{ SPAN jll u7M WX.SLAT MR1.SLAT WL SEA TON III VAE iFmlc j 'LMN.' SPAN SPAN To GLASS WFASRkD To trim WAX.SIAT SPAN REQUIRED NK SFPARATiON 10 O/ISS fuu= It W TRAPPED F( •(�• m Brat of ltur 0) 1 2-PLYV.00D AND A,,p, 'LMAx.'(FT) YESIIRFD 1D BACK OF SLAT() DESIGN `2 2*x4'%%OOD SNDS (�M wAu,tttA= &ALL,TRAPPED () to nn-0(rt Bush arr w SU muvm L� s W/0 STORM BRAS Y/7 PRESSURE RA Lea r Mau w/ x/ •�n w o SroRM BARS (PST) �-� a (TYP.(pn+SCE,EEram)t WIND ZONES WIND ZONE e 8 ' ND ZONESWIND ZONE csm(P9D A � 11aRs e1 (sT>:rlmLse (sTs xmEs e) 1-J + Sm Now A �No1n A t-J + DETAIL 1(ELEVATION) 30.0• 7-6' 7'-6' 7'-6' 6'-7' 1' 8 1 8- 30.0• T-6' 35.0'+ 7'-2' 7'-2' 7'-2' 6'-4- 1' 8 1/8- 35.0•• V-3' LEI 6'-9' 6'-9' 6•-9' 6'-1- 1' 8 1 8- H60.O—= 6'-0, A NOM V-8' 6'-8' 6'-8' 5'-11" i' 8 1 8' 5'-10' 0' 0" 1' 5' 6'-5' 6•-5' 6'-5' 5'-9' 1' 8 t 6- 5'-9- 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS '-3' 6'-3' 5'-7' 1' 8 1 8' 5'-7- ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 6'-1' 6'-1' 6'-1' S'-5' 1' 8 1 e' 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 DOUGtAS•-FlR-SOUTH(0=0(45) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER -----^ ----------------- SOUTHERN FINE#2(G=0.55) SIDE OF OPENING SHALL BE 33". SLAT SPRUCE PIPE-FIR-3M(G=0.36) j I j j F SPAv� •+VALID FOR DOUHERN FIR-SOU(H(G�.48) SOUTHERN IFF FINE 02(G=O.S VA b) o m SLAT SPAN DEFINITION LD FOR SOUTHERN ) - ' toALL J/a' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I• FOR WALL NCUNT e V ''•,• ••'•,'' I 10.-0'FOR 6U7D-O(R I _I a '•' MAX PPEING a1N ozo17 nLTECO INC.mc �ra�jl yus DRA•as Br: ! INSTALLATION INTO WOOD FRAME STRUCTURES µa,g416T °: = Nautilus i L.C. To RoMmIgShuttorSyNt— W/2/7 : - IL ECOm aT' 1' ' `•'?� EXPERT SHUTTER SERVICES INC. 71WT TESTING 3 EN COMPANY l\ w•ea PORT S.W.81 UCIE.OFL STREET • \ FWu:txsm7:Ult.r",:(xi�7nn-� I T 7-244 1/2'PLYAOIX)AND \ 'PORf Sr.LUCIE,FL J4984 'Y/7 (2)27W WOOD SILOS 0� QR�O,,•` 1A\ a-maa:6secoocol'cw9 PNONE:(Soo)749-9056.TO-.(772)e71-a990 ( N. (TYP.EPLN SIDE,WIND)1 r ........ A�,aT1 WAITER E13A.-0nLLR19r.P.E. DETAIL 2(ELEVATION) ,Pi sF1(L/S1GN/¢,URE/DATE TLORIOA UI.a".P. ro "`� rN SNEET 20 OT26 MAX.ANCHORS SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE,WOOD GRADE A.S.D. DESIGN LOAD(psfl AND SLAT SPAN RANSE 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 SHEET 20) MAXkW SLAT SPAN R4111 Asa.n, SLAT SPAN RANGE WOOD GRADERATING RANGE * WOOD GRADE RATING RANGE 0 to 4'*>4 to S*>5 to 5">6 to 7'*>7 to 9'*>9'to 10' (w9 -0 O' "to 4'-e s 30.0 6" 5 30.0 6" 6" 6" 6• 6" 6" SOUTHERN PINE #2 40 6" SOUTHERN PINE #2 40 6" 6" s" 6" 6" 4 3/4" (G=0.55) 50 6" (G=0.55) 50 6" 6" 6" 6" -4-3/4 3 1/2` 60 1 6" 60 6" 6" 5 3/4" 5 1/4" 3 3/4" 3" DOUGLAS-FIR-SOUTH 5 30.0 6" DOUGLAS-FIR-SOUTH 5 30.0 6" 6" 6" s" 6" 6" (G=0.46) 40 s` (G=0.46) 40 6` 6" 6" 5 1/a" 5 1/4" 4 1/4- SPRUCE PINE-FIR-SOUTH 5 30.0 6" SPRUCE PINE-FlR-SOUTH 5 30.0 6• 6" 6" 6" 6" 5 1/4" G=0.36 G=0.36 BUILD-OUT MOUNT TO 2"x611 WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) MA)a" SLAT SPAN RANGE WOOD GRADE RATING EE >4'-5* >64* >6'7' >1-0 " >9'-i0' (p,f) M01w N MOUNT N E =N WIM M YOIMf N WUNT N IIOUNf N =N E =N MOUNT N E WIMP N YOlnif N E 5 3 0.0 6" 6" B. 6" 6" 6" 6" 6" 6" 6" 6" 6° SOUTHERN PINE #2 40 6" 6' 6" 6" 6" 6" B. s" 6` 6" 5 1/4" 5 1/4" (G=0.55) 50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4" 4• 60 6" 6" 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS—FIR—SOUTH 5 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6` (G=0.46) 40 6 6" 6" 6" 6-;; 6" 5 1/2" 5 1/2• 5 1/2" 5 1/2" 4 1/2" 4 1/2" SPRUCE PINE-RR-SOUTH S 30.0 6" 6" 6" 6" 1 6" 6" 6" 6" 6" 6" 5 1/4" 5• G=0.36 A`ri ; �a p MAX. SPAN FOR SLAT FORA ``A,� �' VCEN§j �9 •. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. NO.44167 ozoi7 nLTEco INC. oaAxTt er SLAT SPAN INDICATED ON •. Nautilus �� * Shutter SLAT PERFORMANCE CHARTS ' WIL E C ENGINEERINGINC. Rollin' m �a>E" Sysfe ON 20 SHEET. ` ' �� EXPERT SHUTTER SERVICES INC. ©�'• I``1 TIT TESTING h ENGINEERING COMPANY ,.•• "'a bus Re.sem.sl.sl..ses,x6emw 6.wa.w.ulna 1826 S.W.BILTNORE STREET 4 •�( 11 rx..:(1-mcit O:.C,m PORT ST.LUCIE.FL.34984 17-2aa t� a-moil:tlll006719l.com PHONE: M 74U-2M6 FA n2 ell-0660 DRAWING!lo /ONALrL tee ®-DDDfir,o � ( 1 U--- WALTER A TILL#Jr.P.E - --- _— —_ - -- -_ P.E. 5 ° TORE/DATE FLORIDAal U.;44167 m,s<n sxm 21 ar sG ' 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)** M 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' s( 30.0 11'-0" 11'-0" 11'-0" 11'-0" 1 1'-D" 11'-0" 11'-0" 1 1'-O" 1 1'-0" 1170" THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" 11'-0" 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-O" 11'-O" 45.0 11'-O.. 11'-O" 11'-O" 11'-0" 11'-0" 11'-0" 1l'-0" 11'-0" 11,-0" 11'-0" 50.0 11'-0" 11'-0" i l'-0" i l'-0" i l'-0" ill-O., 11'-0" 11'-0" i l'-0" 11'-0" • THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 11'-O" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 1l'-0" 11'-0" + W/ 2 OR MORE STORM BARS PER SHUTTER, 60.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 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'-0" 11'-0" 11'-0" 11'-0" ill-O.. 11'-0" s 11'-0" + - 75.0 11'-0" 11'-0" 11'-0" 11.-0., 11'-0" 11'-0" 11'-O" 11'-0" + - - 80.0 11'-0" 11'-0" 11'-0" 11,-0" 11'-0" 11'-0" 11'-0" 10'-10" • - - 85.0 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 11'-0" 1170" - 90.0 11'-0" 1 1'-0" 11'-0" 11'-0" 1 1'-0" i 1'-O" - - - - 95.0 11'-0" 11'-01. 11'-0" 11'-O" 11'-0" 11'-0" - - - - 100.0 11'-0" 11'-O" 11'-0" 11'-0" 11'-01, - - - - - 105.0 11'-0" 11,-0" 11'-0" 11'-0" 11'-0" - - - - - 110.0 11'-0" 11'-0" 11'-0" 11,-0" 10'-10" - - - - - 115.0 11'-0" 11'-O" 11'-0" 11'-01, - - - - - - 120.0 11'-0" 11'-0" 11'-0" 11'-0" - - - - - -_ 125.0 11'-0" 11'-0" 11'-0" 10'-10" - - - - - - 130.0 1 V-O" 11'-0" 11'-0" - - - - - - - 135.0 11'-0" 11'-0" 11.-0" - - - - - - - 140.0 11'-0" 11'-0" 11'-0" - - - - - - - 145.0 11'-0" 11'-0" 10'-11" - - - - - - - 150.0 i t'-0" 1 1'-O" - - - 155.0 11'-0" 11'-6" - - - - - - - - 160.0 11'-0" 11'-0" - - - - - - - - �p k vu; - ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN ' P:'• • } 'p = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. No. 1 02017 TL7EC0 INC. DRAWN Sr.aa�s� Nautilus ZG * RoUingSbuKerSysfom aB/z4/n IL ECOme, GATE 'O:- TILL1T,TsrINa d ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. ?9��••�.rr( .:�� !� F.,."�.xu.a sN. mir wmn¢rl yica 1626 S.W.BLT/ORE STREET 1 7-244 `I/ °^"'`(a0��-•v0.r'•:�1n-� PORT ST.LUCIE.FL 34904 e-ms0:tilt...ft.l.eom DRAWING No FP. .••''�� '11 EB-000a719 rwoRE:(ao0)749-9056 FAY:(m)971-as90 wNTTx a TILU'ar.P.E. P.E:9G;N•`�S 1R/DATE FLOMDA Lie.1 44167 SWEET 22 of 26 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.Q,&STORM BAR SPACING (ft) SECTION S1-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.s.Q,&STORM BAR SPACING (ft) STORM BAR SPACING"OEMa"(FT) � STORM BAR SPACING"a"(Ff) R(aic 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 8.667' P>�, 2' 2.667' T 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 A.B.C,D ABCD A,B,C,D A.B,C,D A.B,C,D AB,C.D AB,C.0 A,B,C,D AB.C,D A,B,C,D 30.0 A,B,C,D A,B,C,D A.B,C,D AB,C,D A,B,C,D A,B,C,D BCD ABC ABC A.B,C 3&0 A,B,C,D AB,C,D A9,C,D AB,C,D AB,C,D A.B,C,D AB,C.D A.B,C.0 0.B,C D _AB,C D 35.0 AB,C,D A,B,C,D A,B,C,D AB,C,D - A B C.D A.B.0 A.B,C ABC B A 40.0 AB.C.D AB,C,O AB.C.D AB.C.D AB,C,D A8,C,O AB,C,D AB,C.D A�B,C,D_ AB,C,D 40.0 AB,C,D A.B,C,D A,B,C,D A.B C.D AB,C A,B,C ABC A A A 4&0 AS,C,D ABCD AB,C,D AB.C.O AB,C.D AB C.D B C,0 ",CID A.B,C,D ABC 45.0 ABCD A,B,C,D A,B.C,D A,B,C A.B,C A.B.0 A A A A 50.0 A,B,C,D A,B,C,D AB,C,D AB,C,D AB,C,D A.B,C,D A.B,C,D A.B,C,D AB.C,D A.B.0 1 50.0 A,B,C,D A,B,C,D A,B,C,D A.B,C AB,C A A A A A 5" 6 C 0 A B.= AB,C.D A,B,C,D AB.C,D AB C,D AB.C,D A.B,C,DT AB,C 55.0 AB,C,D A,B,C,D ABC AB,C A A A A A A 80.0 AB,C,D AB.C,O A,B,C,D AB,C,D AB,C,D AB.C.D A.B,C,D A,B,CA.B.0 AB,C 60.0 A.B,C,D ABC A,B,C A.8 A A A A A A 65.0 A,B,C,D AB.C,D A.B.C.D AB,C,O A,B.C.D A,B C,0 AB,C A.B.0 A 9 55.0 A,B,C,D AB,C ABC A A A A A A A 70.0 A,B,C,D BCD BCD AB,C.D AB,C,D AB.0 A.B.0 A,B,C A 70.0 A.B,C,D AB,C A B A A A A A A - 75.0 A,B,C,D B D A,B,C,D AB.C.D A,B,C,D B.0 B C A,B A 75.0 B,C D A.B.0 A A A A A A 80.0 A,B,C,D A,E.C.D A,B,C,D AB,C,D A.B.0 A.B,C AB,C A A $0.0 ABC AB A A A A A - 65A A B.0 D A.B.0 D ABCD 0.B C,D A.B.0 A.B,C A.B A A 85.0 A,B,C A A A A A A 90.0 A8,C,D AB,C,D A.B,C.D A.B.0 A.B.0 AB,C A A A 90.0 A,B,C A A A A A 95.0 AB,C,D A.B,C,D AB,C,D A.B.0 AB,C A,B A A A 95.0 A.B,C A A A A A 100A AB,C,D A,S,C,D AB,C D A.B,C A.B,C A A A A A 100.0 A.B.0 A A A A 10&0 AB,C,D AB,C,D AB,C A.B,C AB A A A A A 105.0 A,B A AKA A 110.0 AB.C.D BCD A,B,C AB,C A A A A A A 110.0 A A A. 115.0 BC,O BCD ABC A.B,C A A A A A A 115.0 A A A120.0 A,8,CD A C ABC A,B A A A A A A 120.0 A A A125.0 AB.CD ABC B C A A A A A A A 12&0 A A A 130.0 ABCD ABC ABC A A A A A A130.0 A A A 135A dB CD B C AB,C A A A A A A - 135.0 A A A 140.0 BCD A9 C A@ A A A A A A - 140.0 A A A 145.0 AB.C.D A,9,C A,B A A A A A A - 145.0 A A A0 A. D AB.0 A A A A A A - - 150.0 A A A,8 A A A A A A - - 155.0 A A - - - - - - 160.0 1 AB,C A,B I A A A A A - - - 160.0 A A - - - - - - - - ANCHORS TYPE LEGEND A 3/8"o CARBON STEEL KWIK SOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5" Min. THICK POURED _ CONCRETE (f'c = 3000 psi) B 3/8'oxt 1/4' POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8'e-16 MACHINE SCREWS C 1/4"ex3/4"ALL POINTS SOIJD-su I.+" 9A ANCHORS W/ 7/8' Min. EMBEDMENT*TO A. T� _ POURED CONCRETE (f'c = 3000 psi) & \\\�,,�P•' �J' 1/4"o-20, 18-8 STAINLESS STEEL MACHINE �\ ••�C-•s••'•.,�.�'; FLORIDA BUILDING CODE (Non FBgh Velocity Hurricane Zone) SCREWS 44167 ozan mTEco INC. Aj' j•J DRAM.BY.D 5/16"e ITtY/BUILDEX TAPCON ANCHORS W/ ,�r i1L�S L.C. 2 1/4" Min. EMBEDMENT*TO POURED _ , Rolling ShMKer System 08/ATE CONCRETE (f'c = 2899 pat) �; TIME C O INC. EXPERT SHUTTER SERVICES INC. DATE •• •(`�\\ TILLIT TESTING&ENGINEERING COMPANY ws R xw s.T...m1. wsus.n.11. 1626 S.W.&LTNORE STREET 17-244 * / •• 11\ a maa-1L71L6eeoo6ol cxisTe71-1av DRAWMG N. PORT ST.LUOIE,FL 34984 EMBEDMENT IS BEYOND ANY FLOOR/ CEILING FINISH -,ANAL�td'6,111 EB-0006719 PHON (eG0)749-2056.FA%:(773)U71-MM WALTER A TILLO Jr.P.E. �°e P.E. SEAL ST RE/DATE FLORIDA Lic./44167 Nn m SWEET 23 OF 26 SCHEDULE la SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& A MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT) SPACING(ft)• MAXIMUM MULLION SPAN(F0 MAXIMUM MULLION SPAN(FT) MAX MAX � ©4"x6"x1/4"MULLION G1 4 "x1/4"MULLION G2 4'x7'x1/4'THICK(318'FLANGE)MULLION � t>EaM "x8 Axww ©4"x6'k1/4"MULLION G1 4'k8'X1/4"MULLION MULLION G2 450'x1/4'TMCK IRESSURE sPACINO fipKyq (3I8'FLANGE)MULLION RAM(D J (ft)• Rxim ORIENTATION Al (3j OFIENTARON 2(0) ORIENTATION 1 (#) ORIENTATION B2(Q) ORIENTATION 91 ORIENTATION 02(0) (W-) (R)* ORIENTATION#1 ORIENTATION 2(0) ORIENTATION 1 (3j ORIENTATION 82(Q) ORENTATION#2( ) I7JD INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 20'-0" 7-10- 9'-8' 7'-3" 12'-0' 9'-4' 10'-7' 8'-0' 12'-6' 9'-8' 7'-6" 12'-6' 30,0 20'-0' 7'-10" 9'-8' 7'-3' 12'-0' 9'-4' 10'-7' 8'-0' 12'-6' 7-6' 12'-6' 35.0 20'-0" 7'-4' 9'-,. 6'-9' W-5' 8'-1" 10,-0, 7'-7' 12'-6" 8'-tl" 6'-11' 12'-8' 3&0 20'-D' 7'-4' 9'-3' 6'-9' it'-5' 6'-S' 10'-0" 7'-7' 12'-6' 6'-11' IX-6' 40.0 20'-0' 6'-10' 8'-10' 6'-4' 10'-11' 8'-1' 9'-7' Y-3' 12'-6" 1'-5' 6'-6" 12'-6' 40.0 20'-0' 6'-10' 8'-10' 8'-4' 10,-11' 8'-1' 9'-7" 7'-3" 12'-B' 6'-8' 12'-8' 45.0 20'-0' 6'-6. 8'-6' 6'-8' 10'-6' Y-8' 9'-3" 6'-11' 12'-6' 7'-11' 6'-2" 12'-6" 45,0 20'-0' 6'-6" 8'-6' 6'-6' 10'-6' 7'-B' 9'-3' 6'-1t' IT-6' 6'-2' 12'-6' 50.0 20'-0' 6'-2' B'-2" 6'-0' 9'-11' 7'-4' 8'-11' 6'-7' 12'-6' 7'-4' 5'-11" 12'-6" 50.0 20'-0' 6'-2' 8'-2' 6'-0' 10'-2' 7'-4" 8'-11" 5'-3' 12'-6' 5'-11' 12'-6' 85.0 20'-O' 5'-11, 7'-11' S'-8' 9'-O' 6'-8. 8'-7" 6'-3' 12'-4" 8'-B' S'-7' 12'-6' 8&0 20'-0' 5'-11' 7'-11" S'-8' 9'-10' 7'-0' e'-7' 4'-10' 12'-4' S'-7' if-6" 60A 19'-5" 5'-9' 7'-9' 5'-8" 8'-6' 6'-4' 8'-6' W-2' 12'-0' 6'-4" 5'-6' 12'-6' 80.0 19'-5' 5-9' 7'-9' 5'-6' 9'-B' 6'-10" 8'-6' 4'-8' 12'-0' 1'-8' 12'-6' 55.0 18'-4' 5'-9 Y-9' 5'-4" 8'-4' 6'-4' 8'-4- 6'-2 II'-10' 6'-4- S-6 12'-6' S.9,0 18'-4" 5'-9 7'-9' S'-4' 9'-7' 6'-10' 8'-5' 4'-8' 11'-10" 5'-6 12'-6' 70A 17'-4' 5'-9' 7.1 5'-4' 8'-2" 6'-3" 1 8'-2" 6'-2" 11'-9' 6'-3' S'-6 1 12'-6" 70.0 17'-4' 5'-9' 7'-8' 1'-4" 9'-6' 6'-10' 8'-4' 4'-8' I'-9' 5'-6 12'-6' I" 18'-8' 5'-9' 7'-7- 1'-4- 8'-0. 6'-3' 8'-O" 6'-2' 1 V-7' 6"-3' 5'-6 12'-5' 75.0 16'-6' 5'-9' 7'-7' 5'-4' 9'-5' 6'-10" 8'-3' 4'-8' 1 V-7' 5'-6 12'-5' BOA 15'-9' 5'-9' 7'-7' S'-4" 7'-10' G-3' 7'-10' 6'-2- W-6' B'-3' S'-6 12'-4" 50.0 W-9' 1'-9' 7'-7' S'-4' 9'-4' 8'-10' S'-3' 4'-8' I1,-6" 5'-6 12'-4' SSO 15'-0" S'-9' 7'-7' 5'-4' 7'-9' 6'-S 7'-9' 6'-2" 11'-5' 6'-3' 5'-6 12'-3 85.0 1 15,-0, S'-9' 7'-7' 5'-4' 9'-3' 6'-10' 8'-2' 4'-8' 11'-5' 1'-0 12'-3 90.0 14'-2' 5'-10" 7'-7' 5'-5' P-9' 6'-4' 7'-9' 6'-3' 11'-5' 6'-4" 5'-7 12'-3 90.0 14'-2' 5'-10' 7'-7' 5'-5' 9'-3' 6'-11" 8'-3' 4'-10, 11'-5' S'-7 12'-3 95.0 13'-5' 5'-10" 7'-7' 5'-8' 7'-9' 6'-5' -9' 6'-4' t1'-5' 6'-5' 8'-6 12'-3 95.0 13'-5' 5'-10' 7'-7' 5'-8" 9'-3' 6'-11, 8'-3' 4'-11' 11'-5' 5'-8 12'-3 100.0 12'-8' S'-11' 7'-7- 5'-7" 7'-9' 6'-6' 7'-9' 6'-4' 11'-5' fi'-6' S'-9 12'-3 100.0 12'-9' 9'-11' 7'-7' 5'-7' 9'-3' 7'-0' 8'-2' S'-0" 11'-5' 5'-9 12'-3 to" 12'-2' 6'-0' 7'-7' S'-7" 7'-9' 6'-7' 7'-9' 6'-5' W-5' 8'-7' S'-9 12'-3 105,0 12'-2' 6'-0' 7'-7' 1'-7' 9'-J' 7'-1' 8'-2" 5'-1' 11'-5' 5'-9 12'-3 11010 11'-7- 6'-0' 7'-7' 5'-B' 7'-9' 6'-8" 7'-9' G-8' 11'-5' 6'-B' 5'-10' 12'-3 110.0 11'-7' 6'-0' 7'-7' S'-e' 9'-3' 7'-2' 8'-3" 5'-3' 11'-5' 5'-10' T75A it'-1' 6'-1' 7'-7' 1'-9" 7'-9' 6'-9' 7'-9' 6'-7' 11'-5' 6'-9' 5'-11" 12'-3 11&0 11'-1' 6'-1" 7'-7' S'-9' 9'-3' 7'-2' 8'-3' 5'-4' 11'-5' 5'-11' 12'-3 120.0 10'-8' 6'-1' 7'-6- 1'-9' 7'-9' 6'-10' 7'-9' 6'-7' 11'-8' 6'-10, 6'-0' 12'-3 120.0 10'-8' 6'-1 7'-6' 5'-9' 9'-3' 7'-3' 8'-2' 5'-5' 11'-5' 6'-0' 12'-3 125A 10'-2' 6'-2' 7'-7' S'-10' 7'-10" 7'-0" 7'-10' 6'-9' IV-5" 7'-0' 6'-I- 12'-3 125A 10'-2' 6'-2' 7'-7' S'-10' 9'-3' 7'-4' 8'-3' 6'-9' 1V-5' 6'-1. 12'-3 130.0 9'-10' 8'-3' 7'-7' S'-10" 7'-9' 7'-0' 7'-9" 6'-9' 11'-5" 1 7'-0' 6'-1' 12'-3 130.0 9'-10" B'-3' 7'-7" 5'-10, 9'-3' 7'-4' 8'-2- 6'-B' 11'-5' 6'-1' 12'-3 133-0 9'-8' 6'-4" 7'-7' 8'-11- 7'-10' 7'-2' 7'-10' 6'-10' 11'-5' 7'-2' 8'-2" 12'-J i3D.0 9'-5' 6'-4' 7'-7' S'-11' 9'-3' 7'-8' 8'-3' 6'-10' 11'-5' 6'-2' 12-3 140,0 9'-1' 6'-4' 7'-7- 6'-0' 7'-10' 7'-3- 7'-10' 6'-11' 11,-,. Y-3" 6'-3' 12'-3 140.0 9'-1' 6'-4' 7'-7' 6'-0. 1'-3' 7'-6' 8'-3' 8'-11' 11'-5' 6'-3' 12'-3 1450 6'-10' 6'-5' 7'-6" 6'-0' 7'-9' 7'-4' 7'-9" 6'-11' 11'-5' Y-4' 6'-3' 12'-3 1454 8'-10' 6'-5' 7'-6" 6'-0' B'-3" 7'-8' 8'-2" 8'-11' 11'-5' 6'-3' 12'-3 150.0 8'-6' 8'-6' 7'-7' 6'-1' 7'-9' 7'-5' 7'-9" 7'-0' 11'-5' 7'-5- 6'-4' 12'-3 +BOA 8'-8' B'-6" 7'-7' 6'-1' 9'-3. 7'-7" 8'-2' 7'-0' 1 V-5' 6'-4' 1 12'-3 155.0 8'-3' B'-6' 7'-7" 6'-2' 7'-9' 7'-6' 7'-9- 7'-1' 1V-5' 1 7'-6" 6'-5' 12'-3 155.0 B'-,. 6'-6' 7'-7" 6'-2" 9'-3" 7'-B' e'-2" 7'-1' 11'-5' 6'-5' 12'-3 160.0 e'-0' 6'-7' 7'-6' 6'-2" 7'-9' 7'-7" Y-9' 7'-2' 11'-5' 7'-7' 6'-6' 12'-3 150.0 8'-0' 6'-7' 7'-6" 6 ''-2' 9'-3' 7'-9' B'-2' 7'-2' 1 -5' 6'-6' 1 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. D MULLION V � XZ i INTERIOR MULLION 1411 �ERArTi 44 1 1 A`A Al�"61riIs ;✓�T FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �"s' f ` 02017 TILTECO INC. DRAWN sr. Nautilus MULLION SPACING:'IS" o ROHIngShalterSysf- 08/24/17 I LE C O,,,. SATE 71WT TESTING h ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. � `••' r4(, 11 ".",nr,xIn s.su.aa. u cwM n s1Ne 1828 S.W.BILTMORE STREET 17-244 PORT LUCIE,FL 34884 91omNONE.-(eoo)749-9056,FA:(772)e7+-csnoDRAWING It,EB-0006719 /ir fsN/I WALTER A TILUT Jr.P.E P.E. SEAL/SIGNATURE/DATE FLORIDA L''-9 44167 m IYNI nv„ uv sxELT z4 aF z6 SCHEDULE1b SCHEDULE2b FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN(fl)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.(.1,&A 12'-0"MAX.MULLION SPACING III) DESIGN PRESSURE RATING(P.S.F.).&A 12--0'MAX.MULLION SPACING(FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAX Asm. Wu0Mia4 ©47c6"x1/4"MULLION Gt 4"x8°x1/4"MULLION G2 4-xrxll4'THICK(318'FLANGE(MULLION p g j MAxrcw ©4'x6"x1/4'MULLION G1 4°x8 xtl4'MULLION G2 4'x7'x1/4'THICK DESIGN f'1 8'FLANGE)MULLION PRESSURI SPACING RATING SPACING RATING (it) ORIENTATION/1 �)tf ORIENTATION#2(0)t ORIENTATIO #1 ORIENTATION 02(0)t ORIENTATION#1 t ORIENTATION 92(0)t 0-0 (rt) ORIENTATION 01 W ORIENTATION 02 Of ORIENTATION 1 ORIENTATION/2(0) ORI(77f no 02(0)t END INTERIOR END R7TQtlOR END INTERIOR END INTERIOR ENO END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 12'-0' 1V-7' 11'-6' 9'-9" 12'-6' IZ-6" 12-6' 10'-7' 12'-6' 12'-B' 1V-3" 12'-6• 30.0 12'-D" 9'-9• 11'-6' 9'-9' 12'-6' 12'-6" 12'-6' 10'-7' 12'-6' 11'-3' 12'-6' 35.0 12'-0" 10"-7' 10'-111 9'-2' 12'-e" 1Y-6" W-11' 1o'-o• 12'-6' 12'-6' 10'-4• 12'-6• 3&0 12'-0" 9'-2" 10'-111 9'-2• 12'-6' 12'-8• 17'-11' 10'-0• 12'-6' 10'-4' 12'-8' 40.0 12"-0' 9'-10' 10'-5' e'-9' 12'-6' 11'-8' 1V-4' 9'-6• 12'-6' W-10" B'-7' F12-6' 40A 12'-0• a'-B" 10'-5' B'-9• 12'-6' 11'-8• 11,-4" 9'-6• 12'-6' 9'-7- 12'-6' 45.0 12'-0• 9'-3' 10'-1• e'-4• 12'-5• f0'-11' 70'-11' 9'-1• 12'-6' 1V-2• 9'-0• 45.0 12'-0• 8'-C to'-1' 8'-4• 12'-5' IV-11' 10'-17• 9'-1• 12'-6' B'-C" 12'-6' 80.0 12'-0' B'-9' 9'-8' 8'-1. 12'-C" 10'-4' 10'-7" 8'-9' 12'-6' 10'-7• 8'-6• 5010 12'-0• V-1" 9'-B• B'-1" 12'-0• 10'-4' W-7• 8'-9• 12'-6' 8'-60 12'-60 68A 12'-0' 8'-4' 9'-5' 7'-Io' 11'-8' 9'-10" to'-3' 8'-6' 12'-6' 10'-1• B'-1• SSA 12'-0" Y-10' 8'-5' 7'-10• 1V-8' 9'-10" 10'-3" 8'-6• 12'-6' 8'-1' 12'-6• W.0 12'-0' e'-0' V-2• 7'-6' 1V-4' 9'-5' 9'-11' e'-3' 12'-6' 9'-7' 7'-9• BOA 12'-0' 7'-6' 9'-2• 7'-6' 11'-4' 9'-5' ' ' 8'-3' 12'-e' 7'-9' 12'-6' GILD 12'-0' Y-e' 8'-11• 7'-2• 11'-O' 9'-1' 9'-8• 8'-0• 12'-6• 9'-3' V-5' 0&0 12'-0' 7'-2• 8'-11• 7'-2• W-0- 9'-1- 9'-S' 8'-0• 12'-8' V-5" W-6' t0A 72'-0' 7'-4' e'-e" 6'-11• 10'-9' L '-5' 7'-10• 12'-6' V-11' T-2• 7010 12'-0• 6'-11' 8'-B' V-11• 10'-9• 8'-9• 9'-5" T-10' 12'-8• 7'-2• 12'-6' 7&0 12'-0' 7'-1' 8'-6' 6'-8• 10'-G' '-J' 7'-B' 12'-6' 8'-7' B'-11' 75A 12'-0' 6'-8' 8'-6' 6'-B' 1o'-6' 8'-5• 9'-3' V-B• 12'-6" V-11' 12'-6• 80.0 12'-0' V-11' e'-4' B'-5' 10'-3' '-0• 7'-5• 12'-6' 8'-4• B'-8' e0.0 12'-0' 8'-5' 8'-4' 6'-5• 10'-3• 8'-2' 9'-0' 7'-5" 12'-6' 6'-0' 12'-6' 83.0 12'-0" 6•-8" 8'-2' W-3• 9'-8' -10" V-2' 12'-6' B'-1' 6'-8' 12'- 9&0 12'-0' V-3• 8'-2" 6'-J' 10'-1' 7'-11" 8'-f0" 7'-2- 12'-0' 8'-6' 12'-6' 90.0 12'-0' 8'-6' e'-0' 6'-7• 9'-2" '-8' 7'-0• 12'-5• 7'-10' 6'-4' 12'-6' 00.0 12'-0' 6'-1" B'-0' 8'-1' 9'-11' 7'-B' B'-8" T-0" 12'-5• 6'-4" 12'-6' BSA 12'-0' 6'-4• 7'-f0' 5'-it' a-8 '-6• 8'-10• 12'-1' T-5" 8'-2' 12'-6' AS.O 12'-0' - V-11' 7'-10" V-11' B'-6' 7'-6• B'-6' 6'-10• 12'-1• 6'-2- 12'-6' f00.0 12'-0' 6'-2' 7"-B' S'-9' B'-J' '-3• 6'-8' 1V-9' T-O' 6'-0' 12'-6' 100,0 12'-0' S'-9' V-8' V-9' 9'-7• T-4- T-5- 5'-6" 11'-9' 8'-0' 12'-6' 105.0 72'-0" 6'-O' Y-7' B'-B' 7'-f0• '-10' 6'-6' 11'-6' 6'-8' S'-10' 12'-4' fOCO 12'-0" 5'-8' T-7' 0'-8' 9'-4• 7'-1- B'-3' S'-3' 11'-8' 8'-f D' 12'-4• SCHEDULE 1b' (LIMITED LOAD.MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2b' (LIMITED LOAD,MULLION SPACING&SPAN INSTALLATION) FLOOR TO CEILING(TRAPPED)MOUNTED MAX.SPAN(ft)FOR END&INTERIOR MULLIONS FOR A WALL MOUNTED MAX.SPAN 00 FOR END&INTERIOR MULLIONS FOR A GIVEN GIVEN A.S.D.DESIGN PRESSURE(p.s.E),AND FOR 12'-0'(CASE 1)&8'-0"(CASES la&11)MAX.MULLION A.S.D.DESIGN PRESSURE RATING(p.s.fAAND FOR IZ-O"(CASE 1)&8'-0"(CASE 11)MAX. SPACING(fll' MULLION SPACING(ft)' MAXIMUM MULLION SPAN Fp MAXIMUM MULLION SPAN MAX G 4k6kU4'THICK Gt 4518'x1l4'THICK G3 2'x7'x114'THICK tiS•p, G 4'x6k1/4'THICK Gt 4k8k114'THICK G3 2'xrx114'THICK 1169n10Qi DESIGN Yln MULLION MULLION MULLION MAXIMUM CASES OEMfl MMULLI N MULLION MUWON MUWUN SPACING oN ry aRDNTAmx�'ORDRATpN ry aaDBArA1 p a�xunai 1 g r�NNuru p 01®rtAnR cA�s SPAOAJO 7L4TA rdf 110 EMAr21 1 ORMTW#I owifATAN 11 ORo1TA80tl 11 NmaTEH 11 oRFMATWN 1 RATING (N' (4t (0)t (�lt (0)t END (P-4) (rt)' W (0)t W (fit (0)t W (0)t END INTERIOR FND INTERIOR INTERIOR END INTERIOR MULLION END INTERIOR ENO INTERIOR INTERIOR END INTERIOR 30.0 12'-0' - 12'-6" 12'-6" 12'-0' 120-6' - it' a' 3&0 12'-0• - 12'-6• 12'-6' 12'-6" 12'-6' - it' o � I 35.0 12'-o' - 12'-6' 12'-B" 11'-11" 12'-6' - 11'-0' 36.0 12'-0' - I2'-6' 12'-6' 11'-i1• 12'-e' - 11'-0' �� I 40A I2'-0' - 12'-6' 1V-8• 1V-4' IT-6• - 11'-0' S' 4&0 12'-0' - 12'-6• 1,_11 11'-4" 12'-6' - 11'-0' Glffi E 4&0 12'-0' - 12'-5' 10'-11' IV-11" 12'-6' - 11'-0'_ �= I CA.�r 40.0 12'-0' = 12'-5' 10'-11' la'-11' 12'-6• - 11'-0• 50.0 12'-0' - 12'-0' 10'-4• 10'-7' 12'-6' - 11'-0" I INTERIOR 60.0 12'-D" 12'-0• 10'-4• 10'-T 12'-6• - 11'-0' SU 12'-0' I1'-8' 9'-10' 1 101-3' W-6' 11'-o" ! 1 MULLION 55.0 12'-0• - 11'-e' 9'-10' 10'-3' 12'-6" - W-a' BOA 12'-0' 11"-4"r2'- 9'-11" 12'-6' 17'-0' I ! TIM 12'-0' - 11'-4' 9'-5' 9'-11" 12'-6" - 11'-a' au 12'-0' - 11'-3• 9'-4' 9'-11• 12'-6• - 1 V-D' 30A 8'-0" - 12'-6' 12'-6" +2'-6' - 11'-0" • •�• 30.0 8'-a' - 9'-O' 9'-0' 9'-0' 9'-0" 35.0 8'-0' - 12'-6' 12'-6' 12'-6• - 11'-0• I "S `\( S J5.09'-0'40.0 8'-0' - 9'-D' 9'-0' 9'-0' 9'-0"4" 8'-0" - 12'-6' 12'-6' W-6' - W-0' MULLION SPACING:ITS" 45.0 B'-0• 9'-0• 9'-0' ' ' ' ' 9'-0• CA EL4&0 8'-0' - 12'-6' 12'-6• 12'-6' - 1 V-0• B'-0• 8'-0• 9'-0" g'-0' 9'-0" 9'-0" BOA 8'-0" - 12'-6' 12,-1• 12'-6' - 11'-0" S&O55.0 e'-0' - 1a'-6' 11'-e" 12'-6' - 11'-0^ MAXIMUM MULLION SPACING SHALL BE SUCH eo.o B'-0' - 9'-0• 9'-0• 9'-0• 9'-a' s'-o' BOA 6'-0" - 12'-2- 11'-4" 12'-2• - 11'-0' CASEraoa e'-o' 12'-0' 1 z-o' 1 '-4 1 '-o' 1'-0' THAT MAX. ALLOWABLE SLAT SPAN FOR THAT ea0 e'-o' - s'-o' 9-0. 9'-0" 9'-0' 30.0 8'-0' 9'-0' 9'-0" 9'-0" 9'-0' 9'-0' DESIGN LOAD SHALL NOT BE EXCEEDED. 70•o e'-o' - 9'-0' 9'-0" 9'-0' 9'-0' - 9'-0' 35A 8'-0' - 9'-0" 9'-0' 9'-0' 9'-0' - 9'-0' 7&0 B'-0• - 9'-0• 9'-0' 9'-0' 9'-0' - 9'-o" 40.0 a'-0" s'-D• 9'-0• s'-D' s'-o' s'-D• t MULLION ORIENTATION IS AS SEEN FROM THE 8D.o e'-o - 9'-D• s'-o' s'-o' 9'-0• - 9'-0• 4&0 e'-0" - 9'-a• 9'-0' 9'-D• 9'-0' - 9'-0• OUTSIDE(EXTERIOR)OF PRpp�j�TA:'"•., es•o B'-0' = 9'-0" 9'-0" 9'-0' 9'-0• - 9'-0• Sao 8'-0' - B'-0' 9'-0' 9'-0' 9'-0•_ - 9'-0' 11 1133 �•0 9'-0' B'-0' 9'-0' 9'-0" 9' 0 - 9'-0• BSA 8'-0' - 9'-0' 9'-0' 9'-0• 9'-0' - 9'-0' 111 I�� ���'•, 95.0 B.-O. - 9'-0• 9'-0' g'-0' 9'-0' - e'-0" C/SEU 00.0 8'-0' - 9'-0' 9'-0' 9'-0• 9'-0• - 9'-0' Ai ,1 100.0 8'_0• _ g•_p• g•_ g_p• g•_ _ g•_ 8--0- - 9'-0' V-0' 9'-0' 9'-0' - 9'-0' s•••' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 70A e'-0' 9"-0' 8'-0' e'-0' 9'-0' p 75.0 8'-0• - V-0• 1 9,-0, 1 9'-0' 9'-0' - 9'-0' {A 02017 TILTECO INC. • DRAWN Oh eon 8-0" - 9"-0' 9'-0' 8'-9'• 9'-0 - 9'-0' •• Nautilus Lr_ 8'-9"• a'-a'' s'-a• - s'-o' .01". .Q �� �• Rof ngS6nfrerSysfom 08/24/17 90.0 B'-0" - 9'-0' 1 a'-2-• Y-9'• 8'-0 - 9'-0' E 0 1 N C. ILAre 95.0 8'-0' - 9'-0• 7'-8•• 7'-4"• 9'-0• - 9'-0• `+an.1••.' ' TILLIT TESTING A:ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 100.0 W-a' - 9'-0' 7'-3'• 7'-0'• 9'-0' - 9'-0' MJ•�( VVV I NY..to.A Sv.ze,vvcru cu+mq R a1�66 1626 S.W.EILTNORE STREET 1 7_244 'NOTE:USE 6-0"IF ANCHOR CONSISTS OF HILTI,INC HUS-H SCREW OR POWER FASTENERS, AL� U` 11" �� a-.11 tit.o-I.1om 11 1m1 PHONE-��ue-L ya rw�T.(nzjee7l-oano DRAB RO WEDGE-BOLTANCHOR SEE SCHEDULES 1&2 CN SHEET 10A .•I EB-0006718 _ WALTER A 71LLIT Jr.P.I_ P.E. SEAL/SIGNATURE/DATE FLONDA U./44167 n4m m SHEET 25 OF 26 SCHEDULE 1c SCHEDULE 2c FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.-DESIGN PRESSURE RATING(p.s.f.),& A 7'-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND 7'-0"MAX.MULLION SPACING SPACING(ft)- (FT)' MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) t 1 1 ULLION ©4'k6'k1/4"MULLION G1 4'k8 xt/4"MULLION G2 4'x7'x1/4'THICK(3B'FLANGE)MULLION POmm UU J ©4'k8"x1/4"MULLIONPRESSURE Gt 4"X8"x1/4"MULLION G2 FLANGE4'THICK MIND SPACING RATm SPACING 71' (P••t•) (R) MULLION ORIENTATION®1 ORIENTATION 2(0) ORIENTATION 1 ORIENTATION#2 Q) ORIENTATION 1 ORIENTATION/2(Q) �'1') (N 4 ORIENTATION 01 ORIENTATION 2 O ORIENTATION 1 ORIENTATION 02 Q ORIENTATION/2(Q) END INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR END OAERIOR END INTERIOR 30.0 7'-0' 12'-6' 12'-6" 12'-6' 12'-64 12'-6' 12'-6' 12'-6' 12'-6• 12'-6- 12'-6' 12'-6' 7•-0' 12'-6' 12'-6- 12'-6' 12'-6' 12'-6' 12'-8' W-8- 12'-6' W-6' 12'-B' '30,0 7'-0' 12'-8' 12'-6' 12'-6- 12'-6' 12'-8' 12'-6' 12'-6' 12'-8' 12'-6' 12'-6' 12'-6' 7'-0' 12'-B' 12'-6' 12'-6' 12'-6' 12'-8- 12'-0' 12'-6' 12'-6' W-B' 12'-G" 40.0 7'-0' 12'-6• 12'-6' 12'-6' 12'-6" 12'-6' 12'-6' 12'-6" 12'-8' 12'-8' 12'-0" 12'-B' 7'-0' W-8' 12'-6' 12'-6' 12'-6' 12'-B' 12'-8' 12'-6' 12'-8- 12'-8" 12'-6" 45.0 7'-0' 12'-0' 12'-0' 12'-6' 12'-6' 12'-6' 12'-6' 12'-6' 12'-8- 12'-6' 12'-6' 12'-B' 7'-0" 12'-6' 12'-0" 1 '-6- W-B' 12'-8' 12'-6• 12'-8' 12'-6' 12'-6' 12'-6° 50.0 7'-0' 12'-6' IV-7• 12'-6' W-6' 12'-6' 12'-6' 12'-6' 12'-8' 12'-6' 12'-8' 12'-6' 7'-0' 12'-8' IV-7' 12'-6' 12'-6' 12'-8" 12'-6• 12'-6' 12'-6' 12'-6' 12'-6" 55.0 7'-0- W-6' 11'-3° 12'-6' 12'-6- 12'-6- 12'-3- 12'-6- 12'-6' 12'-6' 12'-6' 12'-8' 7'-O' W-8' 11'-3' W-6" 12'-6' 1Y-8' 12'-3' 12'-8' 12'-6' 12'-6' 12'-6' 60.0 7'-0' 12'-6' W-11' 12'-6' W-6' 12'-6° 11'-11' 12'-6' 12'-6- 12'-6' 12'-6' 12'-6- 60.0 7'-0' 12'-6' 10'-11" 12'-6- 12'-6' 12'-6' 11'-11' 12'-6' 12'-6' 12'-6' 125-6' 85.0 7'-0' 12'-6' W-8' 12,-1' 12'-6' 12'-6' 11'-7- 12'-6' 1 12'-6' 12'-6' 12'-6' 1 12'-6' 65.0 7'-0" 12'-6' 10'-8' 1 12'-1' 12'-B' 1 12'-6' 1 V-7' 1 12'-6' 12'-6• 1 12'-6' 12'-6' 70.0 7'-0' 12'-6' 10'-5 11'-6- 12'-6' 1 12'-6' 1V-3' 12'-6' 12'-8' 12'-6' 12'-6' 1 12'-6' 70.0 7'-0' 12'-61 10'-5' 11'-6• 12'-B' 12'-6' 11'_3' 12'-6' 12'-6' 12'-6' 12'-6' 75.0 7'-0- 12'-1' 10'-2" 10'-11' 12'-6' 12'-6- 11'-0' 11'-11" 12'-61 12'-8' 12'-6' 12'-6" 7'-0" 12'-1' 10'-2' 10'-11' 12'-6' 12'-8' 11'-0' 11'-11' 12'-6' 12'-8- 12'-6' WA 7'-0' 11'-6" 9'-11' 10'-6' 12•-4' 12'-6' 10,-10' 11'-5" 12'-6' 12'-6' 11'-11' 12'-6' 60.0 7'-0' 11'-6" 9'-11' W-6' 12'-4- 12'-6' 10'-10" 11'-S' 12'-6- 11'-11' 12'-6' 95.0 7'-0" I I'-0' 9'-B' 10,-2' 12'-1' 12'-6' 10'-7' 11,-0' 12'-6- 12'-6- IV-4- 12'-6' 85.0 7'-0" 11,-0" 9'-9' 1 10'-2° 12,-1' 12'-6' 10'-7' I V-0' 12'-6' 11'-4' 12'-6' 90.0 7'-0' 10'-7' 9'-7' 9'-10- I1'-10' 12'-5' f0'-5' 1O'-8- 12'-6' 12'-2" 10'-10' 12'-8' 7'-0' 10'-7' 9'-7- 9'-10" W-10' 12'-5- 10'-5' 10'-8' 12'-6" 10'-10' 12'-B- 95.0 7'-0' 10'-Z" 9'-5' 9'-6' 11'-T 11'-11' 10'-2' 10'-4' 12'-6' 11'-9" 10'-5' 12'-8' 95A 7'-0' 10'-2' 9'-5' 9'-1. 11'-T 11'-11' 10'-2' 10'-4' 12'-6' 10'-5' 12'-6' 100.0 7'-0' 9'-10' 9'-3" 8'-1. 11'-5 11'-6" 10'-0' 10'-1" 12'-6' 11'-5" 10,-1' 12'-8' 10010 7'-0" 9'-10' 9'-3' 9•-3- 1V-5' IV-6" ID'-0' 10,-1" 12'-6- 10'-1' 1z'-6' 10510 7'-0' 9'-6- 9'-1' 9'-1' 11'-3' 1 V-2" 9'-10' 9'-10' 12'-6' IV-1, 9'-B' 12'-6' 10510 7'-0' e'-e' §'-1' 9'-,. W-3- W-2' 9'-10• 9'-10' 12'-6' 9'-8' 12'-0' 110.0 7'-O' 9'-3' 8'-11' 8'-101 it'-,. 10'-10' 9'-9' 9'-7- 12'-e' W-9" 9'-5- 12'-B' 110A 7'-0' 9'-3- 8'-11' 8'-10' 11'-i' 10,-10" 9'-9" 9'-7' 12'-8' 9'-5- 12'-8' 1/5.0 71-0' 9'-0' 8'-10' 8'-7' 10'-11' 10'-7' 9'-7' 9'-5- 12'-6" 10'-5° 9'-1° 12'-6' 115.0 7'-0" 9'-O' 8'-10' 8'-7' 10'-11' 10'-7' 9'-7' 9'-5' 12'-6' 9'-,. 12'-6" 120.0 7'-0° 8'-9" 8'-8' 8'-5' 10'-9' 10'-1° 9'-5- 9'-3- 12'-0' 10'-2' 9'-10' 12'-6' 120.0 7'-0' 8'-9' 8'-9' 8'-5' 10'-9- to-3- 9'-5' 9'-3' 12'-6' 9'-10" 12'-6. 1289 7'-0" 8'-6' 8'-7' 8'-2" 10'-7" 70'-0" 9'-4' 8'-1' 12'-6- 9'-11' 8'-7' 12'-6' 0 7'-0' 8'-6' B'-7' B'-2" f0'-7' 10'-0- 9'-4' 9'-1' 12'-6' 8'-7' 12'-6' 130.0 7'-0' 8'-4' 8'-5" 8'-0" 10'-6' 9'-9" 9'-2' *'-72 -8- 9'-9' B'-5" 12'-6' 7'-0- 8'-4- 8'-5- 6'-0' 10'-6- 9'-9- 9'-2- 8'-11' 12'-6- 8'-5- 12'-6' 135.0 7'-0' 8'-2' 8'-4- 7'-9- 10•-4" 9'-7" 9'-i' -8' 9'-B' B'-2' 12'-6' 7'-0" 8'-2' 8'-4' 7'-9' 10'-4' 9'-7' 9'-1' 8'-9' 12'-6. 8'-2. 121-6' 140A 7'-0' 8'-0' 8'-3" 7'-7- 10'-1" 9'-4' 9'-0. -6' 9'-4- 8'-0- 12'-6- 7'-0' 8'-0' 8'-3- 7'-7' 10'-3' 9'-4- 9'-0' 0'-7' 12'-6' B'-0' 12'-8' 14510 7'-0' 7'-10- B'-2" 7'-5' 9'-9' 9'-2" 8'-1O" -6' 9'-2" 7'-10' 12'-6' A 7'-0- 7'-10' 8'-2' 7'-5' 10'-1' 9'-2' B'-10' B'-6' 12'-6' 7'-10' 72'-8' 150.0 7'-0' 7'-B. 8'-1' 7'-4' 9'-5' 9'-0' B•-9' -6' 8'-11' 7'-B' 12'-6' .0 7'-0' 7'-8' 8'-1' 7'-4" 10'-0' ' ' ' ' ' ' 12'-6' 7'-8- 12'-6" 1554 7'-0' 7'-6- 8'-0' 7'-2' 9'-2- 8'-10' e'-8' -5" 8'-9' 7'-8' 12'-B' 15" 7'-0' 7'-6' 8'-0' 7'-2- 9'-10' B' ' ' ' ' ' 12'-5' 7'-8' 12'-6' 160.0 7'-O' 7-4' 7'-11' 7'-0' B'-10' 8'-8' 8'-7' -2' 8'-8' 7'-5' 12'-6' 1 7'-0' 7'-4' 7'-11' 7'-' 9'-9' 8'-8' 8'-7' B'-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. NO MULLION z I � I I 35: ! �w = INTERIOR r j MULLION I � I 11; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) S. ` *•''t, • '`. 02017 TILTECO INC. DRAWN BY: •�{�� Nautilus L.C. MULLION SPACING:"S" `� (�; RDRtng Shutter System 08/24/17 IL• EC®,N,. DATE g \\ TIWT TESTING d ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 16� 11\7 "per (1c5 an 16io. A Wa ty +Ee 1626 S.W.BILT110RE STREET 1 7_'244 oN• 11 -a:4lteco0aal.wm PORT ST.LUCIE,FL 34994 DRAWING N. At ,111 EB-o006719 PNoxe(900)749- 6,FM:(M)871-mo 1YALTER A.TLLLR Jr.P.E. P.E. SEAL/SI RE/DATE FLORIDA Up-l 44167 n.n m SNEFT 28 DE 26