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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration 1 Hot Topic Submit Surcharge ; Stats&Facts Publications y Contact Us , BCIS Site Map ,Links Search Florida Product Approval BSER:Public User RECEIVED Product Approval Menu>Product or Aoolica[ion Search>A II Ist> plication tail t.. APR 0 9 2019 FL# FL12246-114 Application Type Revision S�. Lucie County,Code Version 2017 Permitting Application Status A Comments Archivedi Product Manufacturer C(77 - tter Services,Inc. Address/Phone/Email iltmore ST cie,FL 349 xt 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpe om Technical Representative Michael ssenb Address/Phone/Email 1626 S iltmo 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 (Dison Subcategory Compliance Method ort from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tiilit Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. i✓' Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17-244 CERTIFICATION OF ° INDEPENDENCE.PDF , Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OV... 3/29/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FeC Approval 10/25/2017 Date Approved 12/12/2017 summary of Products FL# JIVIodel,Number or Name Description 12246.1 N. INautilus Rolling Shutter Sys.12K N o Zing Shutter System Limits of Use Installation Instructions Approved for use In HVHZ:No '12246 R II PERT S UTTER SERVICES INC DRWG 1 -2 Approved for use outside HVHZ:Yes Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+160/-160 Evaluation Reports Other:State Missile Level"D"wind zones 1,2,3 and 4(basic protection FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17-244 PRODUCT only).Pressure rating:+30,-30 p.s.f.at 20'-0"span and+160,-160 EVALUATION REPORT.PDF p.s.f.at 8'-0"span with 1/2"slip.See sheets 15,16 and 20 for additional Created by Independent Third Party:Yes pressures and spans. ® 0 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 mall to this entity.Instead,contact the office by phone or by traditional mall.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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: I SecurityMebics Credit Card Safe http://www.floridabuilding.org/pr/P _app_dtl.a.spx?param=wGEVXQwtDgvzRNLe5g4OV... 3/29/2019 GENERAL NOTES. 8.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. t.kAU7TLU5 ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET S. � (P.ED. HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (611 EDITION)OF THE FLORIDA UILDING CODE -3/8'0x1 1/4"CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MMI-RADE -if4'0x3f4"SOLID-SET MANUFACTURED BY ALL PONT, INC. /BROWARD COUNTIES). -3/8'0 KWIK BOLT TZ MANUFACTURED BY HILTI, INC. DESIGN WIND LOADS SHALL BE.DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. -5/16.0 TAPCON MANUFACTURED BY RW BUILDEX.INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WALL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INOICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALBY FACTOR KdQ0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM.(A.S.D.)DESIGN PRESSURE RATINGS INDICTED ON SHEETS 15 THRU IS&20 1HRU 28. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 S00% EDGE DISTANCE A 100% CONCRETE. CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 &20 THRU 26. 3/8'0x1 114'CALK-IN 3 3/4' 4 1J 2' 1 1/4' (3000 psi) NOT ALLOWED 2.IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1 4'0x3/4 SOLID-SET 3' 3 1/2*7/8'(3000 pi) NOT ALLOWED A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IV USED IN THEIR ANALYSIS. FASTENERS T2 9` 4` 2 1/2"(3000 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WI N.D.S.2015. 5/16"m TAPCON 3 3/4' 3 lf8" 2 1/4'{2899 psi] NOT ALLOWED ACCORDANCE LLO li SECTIO 1YSTEM'2 OF QQUACYTHE FOR IMPACMENTIOAN C00 LAS RESISTANCE SIS ANCEAN TEA BEEN �0 VERIFIED SOUTH iN 10.AN MULLION CONNECTIONS SHALL BE AS SPECIFIED ON.APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA REPORT 8030.01-o8 AS PER ASTM E 1996-05.E 1886-05 AND E 330 STANDARDS.QUALIFYING !0A ti, IIA. 12, 12A, 13& 13A INSTALLATIONS FOR WIND ZONES !,2,3& 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KryK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT], INC. INSTALLATIONS,AS DEFINED BY SECTIONS 8.2.1.1, 8.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19&20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILD.INC. FOR ADDITIONAL UMiTATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6083-76 ALLOY(UNLESS OTHERWISE NOTED).SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS(EXCEPT END RETENTION SCREW__©TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 kei EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT O 100% YIELD STRENGTH AND 90 Ttsi TENSILE STRENGI R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY TiW BUILDEX&SHALL COMPLY W/FLORIDA BUILDING - GROUT FILLED OR ANCHOR SPACING W 100% EDGE DISTANCE® 100X CONCRETE CODE SECTION 2411.3.3.4. CONCRETE BLOCK 3j4'b KWIK BOLT TZ 27' 9" 4 3/4"(3000 pat) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,GALVANIZED OR NSI 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` 4 318' 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#6,095,225 AND#7,409,980. 3/8'0 WEDGE-BOLT 4 1/2' 4 112' 2 1/2'(3000 PSI) NOT ALLOWED 1/2'7. ANCHORS TO WALL FOR SIDE RAIL SHALL BE AS FOLLOWS: 5/8.0 IMS-1 SM OR WEDGE OW 6` 6 2- (3000 PSI) NOT ALLOWED !� 5/8'0 HIK-FI 50IBP O9 WEDGE ITT.7 1/2' 7 1/z" 2 1/2'(3000 PSI) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN.3000 p.s.i.COMPRESSIVE STRENGTH, 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/46.0 TAPCON XL ANCHORS AS MANUFACTURED BY TW7 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.1)MINIMUM EMBEDMENT.INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4`FOR5 16"0 TAPCON XL ANCHORS& 2 1/2'FOR 3_/8'0 KINK BOLT 3 ANCHORS. 13.THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGULATIONS PROVIDED EMBEOMENS INTO STUCCO SHALL BE CONSIDERED A5 PANT OF THE REQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A.2) MINIMUM EDGE DISTANCE(ED) INTO POURED CONCRETE SHALL BE: 14.LIFTING MECHANISM NOT PART OF THIS APPROVAL 4"FOR 5116.0 TAPOON XL ANCHORS&5'FOR 3/8'0 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 15. (m)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 4ONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL.OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.O.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE (8)TO EXISTING GROUT FILLET)CELL CONCRETE BLOCK WALL:ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16.0 TAPCON XL ANCHORS,AS MANUFACTURED BY TIED BUILDEX, INC. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 0.1)MINIMUM EMBEDMENT OF 5/16m 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.EO, 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(ED.)OF 5/16.0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE (o)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEN_AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4�%EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL RECORD THAT PREPARED R. 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 ji, ;$LABEL SHALL BE:LOCATED ON READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUILDfpD' 0 .L SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING OWE +•� !WALL ONLY BE USED 70 (C)TO EXISTING W000 FRAME BUILDING:SPRUCE PINE-FlR^SOUTI! (G-0.36),DOUGLAS-FIR-SOUTH (G+�0.48) OR +++ { IAL INE STATE OF AZOR/QA SOUTHERN PINE#2 W/G- 0.55 MIN. +r •r�• FLORIDA BUILDING CODE(Non Htg1 Velocity Hurricane Zone) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY NW SUILDEX. INC. ? 02017 ID.TECO INC. * ORaaN IA` CA)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL.BE 2 1/4'PHYSICAL � ������ L � �B��IrS�3 +.c. THREADED PENETRATION. ,* : ! /� - "Ro1J1a9Shaflcr �/2s/r7 NO EMBEDMENT INTO FINISH MATERIA SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. " Ti` E C INC. G.2) MINIMUM EDGE DISTANCE E.O.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4-.EDGE DISTANCE IS TWY rES11NG Q WGIN6Eg1N0 CpYPAMY EXPERT SHUNTER SERVICES INC. BEYOND ANY FINISH MA / idiC ET3\!4a' !\\ Ma 1628 S.W.8&.1M0RE STREET 17-244 � .......••. ` 1\ r+a.:tr9+xr:+-tsn,r:O�lsn-rsx PORT ST.LUM Ft..34984 ('4000 1 trm0n:UxaoPaa.e9m PHmm(eta)749-9M.M CM)01-4990 0"w+o rto C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON sI m IT � 6T1��•p_E a., emuat .ac �.. m� THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND "mss' F1.ORiDA U0:/"187 ,� mo mat , +~ sNEEt t W SUCH PANELS, P.E. S'�f.R/fi68LATR! /DATE + a r� rY aw AV ]Air 2-W #6 #� #8 #9 ns0 •'2. °>� ..we 6j xts9_ .O9a =00/12 AB 0 Cyt #5 .6{s AarsA •.1 1JaDTfy r � �"°v #i #2 #3 s#T94 s9s )mr aA .) a: masotsEisstmwnpe+ jw 3t]' '' DETAIL:A A9t• o-`,5 S. + TR1EiSHEADTWSOCtDEETNRFAD410{T trAsre t12Syt6'IFLE7tNFAOfBTNREMitOii'r Ri.X1• L R/.99r Nlt{0' A7.2W R2,3W p2A96' • ~ OPTION 01 WOROMIC) OPTION#2 Ni)WASY9ER) ip g5 RiA94' yR1.898• ^ RiAitl• .�• . Se 'ate" cm7mvemorSTAHESS FFEMMo SC1�W , C6AT®YAMI�iLER QETAIL•C dbCHROMECOATINGfREE#AAS�'6°6' .ms S.720 Tst" 7.r 'I STARTERSLAT 1.000'(A� SLATS a�sSCALE 1w�MAuov ��_� 'may_ r3tS Qr,h) OY ScuE:t7r.r Lo/BASE SLA -- F7•MEIW-r.) DETAIL: '`'L�oe9•fEKLE%7 AHOY 6rlaEta•r scALE:tn',r exr :mM ml" ACETAL BUSHING r'r .i33• .129' JA .._..... 0.000' _—""..—"{,Ow• (16EW OPTIONSt1ANDF2) .73' 1364• .933' 1.23(' LOWso .i23' rM It .130' 9i.t13 $ '.A2r J i +I •k E r. R .2w 7em9IuODUWS377kt 32V 399 91 BUILD-OUT TUBE RxxWO?b TC=IMFACM.&� .123• •1326• � 2a]9• � 6062.T6ALUMINUMN.LOY 0J0lbTC1�D►4AL.T.6bkMM • SGAIE 173••P � RETAINING SYSTEM:SCREW+BUSHING E! BUILD 4UTTUBE acA.E:vr.r © SIDE RAIL * BUILD-OUTTUBE s76ALuwNUr.. 600.7.75 ALUMINUM ALLOY SCALE:IM'-r .1]3• tA82-SBALtAl91UMALLOT SCALE a r � 3 *M=BE RE.YIEWED 8Y SHUTffR MMRLFACTURER TO ALLOW FOR A MINIMU 6.000• —2,.e 6.050•CLEARANCE SEMEN MEN AND CA4RY WAL AT NON HURRICANE DNS. E3 BUILD-2 TUBE Q06}T6AU9MfNUN a6, SCALE itr-r 07m,mc. TE STEEL A••r250'IMP.) ) (D1 xTAPCON XLANCH RBON STEELLE U2•a 1• QSTORM BAR QIKBOLT3ANCHOR SWI-TS ALUMINUM ALLOY CAMON 4)(7 MULLION STEEL SCALE:I7C•r OTRAPPED ANGLE Q 4x6 MULLION Gt 4x$MULIiON 6L_ ;Q 7t�5/jJ•• `R•'' 6o6sT6ALUMwuMAuav GNt•T6ALUMINUMALLOY 6061.T6ALUMMMALLOY r•.•` FLORIDA BUILDING CODE (Non High Velocity HUnlC00e Zone} $GALE%v-r SCALE WW-r •• swEan••r `. 0 3017 nLTEco Wc, 1►r.�ulf�lusr 3 44167 '. ? Wjr i i tk } ���•^.-ati. r.������ w !ED/HtlgaSpKefSyB(!rif 68/2s/f7 i�. E 1r Q tMC, - y OFCn 'y4 h\ti TIWT TESTING 4 ENGiNEERINO COMPANY EXPERT SHUTTER SERVICES INC. COMPONENTS _ �>�J 61ss NR>iM1 it W 175 t M G�•L M1 yftp 1676 S.W.BRTNORL STREET 7-244 vRt tit Fans z Lxs)n2-tsn PORT S7.LiR7E.M- M)S ORA7rsR+W ••. ,...'�•�\''L� R-ma mbl�9RRI.tmn PHfAlE:(690)T/9-0656.FM-(7R)671-0990 i •• V ur.•. m� — tm�td Wn oM A'T!.ir.P.E. SHEET 2 0126 �yT'jl2lf DATE FLowDA uc.A x°167 a°1Ka1 A ae ,t i 14 14 t I 4 t 13 f 21 ,� CO `' ' 1e +Qe 1 SIDEIEND CAP 1 I j 1e 2 HOUSING(BACK&TOP).040 THICK 1a ° 3 HOUSING(FRONT&BOTTOM).040.THICK *� 4 SPRING BRACKET e e Q 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE i 7 SIDE RAIL(MAIN SECTION) awl 8 SIDE RAIL(COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 e 11 ALUMINUM BASE SLAT goo 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 7 e 16 SIDE RAIL(MAIN SECTION)FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING �-.- 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING d BOX& END CArP•I.SSEMBLY COMPONENTS 7. 4 �'.{i 444 ►`.•' �V' .•••ti9 FLORIDA BUILDING CODE(Non High Velocity g VelocityHricane Zone) O O� 0.E0 C. 7kAeLr1Y.44167 N�� i �7 it namIgnauerpuftne MM/17Wr 0., ��•••��c" �;,4t`t� a m Py EXPERT SHUTTER SERVICES INC. 1526 S.W.MIMORE MEr 17-244 . r;.•'� t1 amr:ixa)rtt-tem.r:tlwSert-rut PORT St.t.=F-R 34SM i CFPn%dry•••• G�61111 a-ma to ooe9.oem few 14a-owe..rui: rn)art-09N otuwlMc W. ES NAL'V& 4y 1 WFLLIM OMMDA uc 0 4441si an;,.a , SHEtr 3 of 2a P.E.SL�a1eN RE/DATE r. Y/6 &Y/7 0 REARJ��V9 0 RFM �Y/6 & Y/7 BOX VBOX P V/9 (TYP.) END CAP--- END CAP END CAP-- #1 END CAP SLATS SLATSY/6 '/9 Y/6 S'TS SLATS 2 SLITS2 SLATS =EEfrE— 03 SLATS SLITS # 04 4 -SLATS SLATS 05 ATS SL SLATS _16 46 0/8 LATS U 0/8 LAYS 0/8 0 0/8 a oye 01/8 07 07 -SLATS mw -SLATS SLATS LATS D (Typ. Ea. END) (Trp. Ea. END) SLATS -SLATS MID.) 'ID (Typ-) II -S TS SLATS 711ZII, z STORM BAR SPAC(Ne/// F/1137_1p! — Z Y/8 & Y/7 (SEE SHEET 22 i (DB -/ I®Y/ro & Y/7 Max,SLAT SPAR '(SEE SCHEDULES ON SHEETS 15&20) M-SLAT SPAN TYPICAL SINGLE UNIT ELEVATION WZO STORM BARS (SEE SCHEDULES ON SHEET 15) NOTE, SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS :�FQ__ INSTALLATI N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. ON IVEN A SHUTTER-HEIGHT pR_1O_1_1U_­_ SHUTTER HEIGHT EQUAL OR LESS APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM 11•-0". (a)CURTAIN SHALL START W1#1 SLATS AT TOP. FOLLOWED BY 02, #3. .....THEREAFTER,ALL THE WAY DOWN.EACH SLAT 0 SHALL CONSIST of MIN.FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(g)MAY VARY WITH SHUTTER'S HEIGHT, 'o (b) BOTTOM SLAT@MUST BE ALWAYS INSTALLED. IONS Rm . ............ .. FLORIDA BUILDING CODE(Non Eagh Velocity rric*ne Zone) tttCASE 2:SHUTTER HEIGHT LARGER THAN W-O"APPLICABLE TO INSTALLAT W/O STO BARS AND W1 OR W/O MULLIONS W1 HEIGHTS LARGER THAN W-O.- 1 N0.44157 02017 TILTECO INC. DRAM Ift Lr Nautilus (a)CURTAIN SHALL START W/01 SLATS AT TOP.FOLLOWED BY#2,#3. .....THEREAFTER.ALL THE WAY DOWN.EACH SLAT#SHALL CONSIST OF MIN. FIVE (5)SLATS OF THAT SLAT �71_L rE_r qK1 RonhLySbaftergyaWn CO/24/-7 .0 WE— NUMBER.PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#I SLAT SHALL BE 1 9�-\ NC. NAL#10 ♦ 1.TISTI...E.W.11I.... W.' EXPERT SHUTTER SERVICES I CONTINUED UNTIL 010 SLAT IS INSTALLED.AFTER flo SLAT is INSTALLED,ADDITIONAL 1626 S.W.BILIMORE STREET 17-244 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. ...... PORT St.NDE.FL.34984 DRAWING ob e—a. M+W-(M)749-NU,FAX CMI 671-00- $719 —I — — P.E. SE Z/9(b) BOTTOM SLAT @ MUST BE ALWAYS INSTALLED. NAL gof' M-000 W11JER A. I OF 26 FL.QA L95f mu.m SHOT Max.MULLION SPACING (SEE SCHEDULEW-1/10 ORW-2/11OR G or Or ON SHEETS 24,25&26)�W-1 10 OR W-2 11 OR G Or© Or Q ®W-3/12 OR W-4/13 / / Max.SfoRM BAR SPACING 1bx.MULLION SPACING V A REAR r©or© or W-3/12 oR W-4/13 Box (SEE SCHEDULE ON SHEET 22) (S� D�LE CnPa !:%/ ON SHE 24, 25 do 26) END CAP I I END CAP— SLATS " n I I I l i I I 1 BOX I I I I I 81 I I I I I I II II 9 I II 11 STS I II II sun I i II II Sun m I II II 831 45 i ii sun i 8 ii p B CP 8 ii swn I I I SSun 2 1� a N I I SLATS 'o rN ® I 11 I I Tr— SLATS ?y %N ® I I i I I Sun 3= 0/8i 08 ii o i aa O/8i sZ ns un �O A I I I II 87 �� �W A I I I I I A I I 87 "' (TYPJ I I I R/8- 1 iffLATS (TYPJ I I I R 8 i i R e suis I I I OT I I 'o W w TS Leiv ' SLR'/ II R'/ sunsD N R/8D TYP• Ea. END) R�8 I I (TYP. Ea. END) R/8 iin i 11 , R/8 R/8 sunor orII I i QFQTR/8IR/8 II I - I I I I R'/8 I I R'/8 11 I I I I I I REDII I Sunn W-1/10 OR W-2/11 DR B MAX.STORM BAR SPACINGW-1 10 OR W-2/11 OR f W-3/12 OR W-4/13 (TYP) (SEE SHEEP 22) `® W-3/12 OR W-413 , V/9 (TB) Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN MOL. SLAT SPAN Max. SLAT SPAN I Max. SLAT SPAN SEE SCHEDU '(SEE LES 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 de 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION WJ MULLION do W/0 STORM BARS WZ MULLION do W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLIT INSTALL TION GIVEN N.T.S.A SHUTTER HEIGHT: .N.T.S. * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'.APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0'. (a)CURTAIN SHALL STMT W/81 SLATS AT TOP, FOLLOWED BY 82, 83, .....THEREAFTER ALL THE WAY DOWN.EACH SLAT 8 SHALL CONSIST OF FIVE(5)Sun OF THAT SLAT NUMBER. PROCEDURE FOR .......... ADDING Sun DOWNWARD BELOW 81 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS �Q T/ COMPLETED.QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLATOB MAY VARY WITH 11'',� .�•.•- SHUTTER'S HEIGHT. 0%,•��••��...... •,�� •; (b) BOTTOM SLATQB MUST BE ALWAYS INSTALLED. ,, FLORIDA BUILDING CODE(Non High Velocity Hunicane Zone) ** 167 02017 TILIECO.INC. • aRA gy_ CASE 2:SHUTTER HEIGHT LARGER THAN 11'-0'APPLICABLE TO INSTALLATION W/O STORM BAR AND W/ * Nautilus MULLIONS W/HEIGHTS LARGER THAN 11'-0'. r; E APMnyShuffer4zft20 03/24/17 (a) CURTAIN SHALL START W/81 SLITS AT TOP, FOLLOWED BY 82, 83,.....THEREAFTER ALL THE WAY '�_�'^'�, 'L E C O INC. DATE DOWN:EACH SLAT 8 SHALL CONSIST OF FIVE(5).Sun OF THAT SLAT NUMBER..PROCEDURE FOR ••'•. ® nw7 TE571Na a EH0IHEERinO COMPANY EXPERT SHUTTER SERVICES INC. ADOING SLATS DOWNWARD BELOW 81 SLAT SHALL BE CONTINUE UNTIL 810 SLAT IS INSTALLED.AFTER (1• `wy •• L1 ....N•.xu��• »uRma oumOes n avu 16S S.W.BILTMORE STREET ♦ cw.,Paa�XOt-ts7o,r..:P.n+mn-191 17-244 .810 SLAT IS INSTAILEf),ADDITIONAL 810 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER V� Alp1 (` 'LME e-ma®01st—ftt-Im PxpNE PPORT ORT r T.LOUCIE,pFI(mJ 4 oleo �Wm� HEIGHT. 1./�{. WALTER A Ir Jr.RE �'•w �� �>< (b) BOTTOM SLATQB MUST BE ALWAYS INSTALLED. P.E. IGNATURE/DATE FLOROA Lk./44167 SHEET 5 026 u POUREp 566'0 TAPCONS XL W/2 1/4' in, 1'xi'x1/6'OR Yx2'x1/B' 1/t'Ox3J4"TIW BUtLDE%TEK SCREWS /16'0 TAPCONS XL W/ CONCRETE EMBEDMENT h 1'O,D.x0.060"GAL ALUMINUM TUBE W/ 1"0.0.x0.060'GALVANIZED STEEL 51 1 2 1/4"Min. EMBEDMENT REG STEEL WASHER 8 24'ac. 7"O.D.xQA60'GALV. /1E 5/160 TAPCONS Xl W/ % WASHER 24'o.c. STEEL WASHER®24'o.c. / 2 1/4'Min. EMBEDMENT 0 24'o.c. / til O t. POURED CONCRETE POU OR GROUT FILLED OR GROUT FILLED WALL BLOCK CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. q O ' 7, ------- EDGE D ------- EDGEOU OPENING -- ....� OPENING ��� ' ... CN ! O GLASS"" I I GGLAASSS�-•"''j� (BEYOND) ; , (BEYOEXIST'ND) j (BEYOND) 11 II u'Y Ire-. SEE ANCHOR t0i33 ANCHORs,.� SCHEDULES ON SCHEDULES ON % gg w SEE ANCHOR F s SHEETS 16, 17 N SHEETS 16,17 g= SCHEDULES ON �'t''' 8 18- I! s 18 A Sxo SHEETS 16. 77 1 _ „ A is A x Min. SEPARATION Min. SEPARATION =('.{ TOn. CLASARATION �I AOR 70 GLASS TO Daumw SEE SCHEDULES, Da M m' (SEE SCHEDULES, ii ON SHEET 15) ON SHEET 15) .N. ON$HEET 15) 4 `" (SEE SCHEDULESO p D I{ i �OR ,rte / / 0/8 0/8 0/8 o/a n POURED CONCRETE POURED CONCRETE „ ! OR GROUT FILLED OR GROUT FILLED CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK WAIL REQUIREDOR CRFILLED WALL REQUIRED. � CONCRETE BLOCK „ WALL REQUIRED. 11 EDGE OF " ` ii OPENING k OPENING ;i EDGE 0 �.IiLl --_____ s -----2 1/16' - 2 1/16' MIN.E.D MIN.E.D i E i 1/2'x1 1/2"xO.062'YCONT.ALUM. / ALUM" ANLL xCONT. ANGLE W/5/16.0 TAPCONS XL W/ 00 RETE 5/1611 TAPCONS XL W/ 1 ALUM.ANGLE 5/16"0 TAPCONS XC 4'Min.EMBEDMENT 0 24'o.c. i 2 1/4'Miry EM NT W-3 ks, REQ'D. 2 1/4'Min.EMBEDMENT 24.O.C. FLOORIMILING/TRAPPED MOUNTING 0 24'o.c. WALL MOUNTING BUILD-OUT MOUNTING SECT10NS,�� ' �t�t�;r"• FLORIDA BUILDING d •• S BUILDINGCODE(Non 11119h Yetocity$rtimne Zae) O 4017 TEO ICCRUMB� autiles fc INSTALLATION. DETAILS ON EXISTING POURED 967 `. �°�" CONCRETE OR GROUT FILLED CELL CONCRETE *_` Tt�TECo ga°" """` """ �, �>E TLLIT 7ESTINO 9:ENGINE[RINO COMPANY EXPERT SHUTTER SERVICES INC. ' + F� ..• \ \\1 wos,.7mEa No.,ucx:w pcolxslorana-,nm,a vatfano)twa�me/e.0mx:34n�Eat-oo 17-244 RT S.W.L � 84BLOCK BUILDINGS mil:aternOaa. m 1WRW91M SCALE:3/16' 1 ER-0008719 WF.A Mtr dr.P.E. /DATE FLeia9A Lie.I/14197 m,won 9NEEf 6 ci'29 Iw ! t EXIST STING WOOD 5/16.0 TAPCONS XL w/ s/1VO TAPCONS XL W/ TRUSSES WooD T�Ru RAFTER TRUSSES OR RAFTER 2 1/2•WGn.PENETRATION 2 1/2•Yin.PENETRATION 1'.1'x1/8'OR 1/4'0.3/4'ITW BURDEX 1'x111 OR 1/4bx3/4'DW BUUDEX 0 1 o.D..Q.o6o•Cxv. EasnHc wooD 21211/.• 2.211/. / EXISTING WOOD @ 1'0.0..0.060'CAM TEK SCREWS W/ 7p1 SCREWS W USSES OR RAFTER. STEEL WASHER O 2{'c.c. SSE$OR RAFTER STEEL WASHER O 21'o.e. ALUMINUM TUBE t'0.0..0.060'GALVANIZED ALUMINUM TORE 1'0.0.x0.060'GALVANIZED STEEL WASHER O 2!'ox. STEEL WASHER•24'o.e. 5/16.0 TAPCONS XL 5/16•0 TAPMNs XL W/PENN RATIIO14 w/z t/Y mn. 0 24',.�. PENETR,tT1oH ON 24'e.c. (2)x6'2'x4'OR (2)214'OR 2' COHT. .WOOD HEADER WOOD HEADER (2)Yx{•OR (Z)2'x4.OTR REQUIRED REOUTAED WOOD HEADER 2'.6'W CONE REQUIRED REQUIRED WOHEADER REQUIRED oPa NO M OPENING Nc Qs/ I M o PEENING i I M � OPENING I M � ExlsnNo . D EXISTING ,I D EXISTING LASS— EXISTING 1. 3�3 EXISTING Dam (BEYOND) i j CLASS i 'p DRHRt tl (BEYOND) I DDEAOR p (BEYOND) 4 A I � CLASS— A � $ QR 1 I � A � ' (2)2•a4'OR Ka W a ® ®OR (2)216' SEPARATION Li i DDDR( i (2)2'x4'OR ( ' M7n. 2 CONT.WOOD TD Gam`' 'Yx6'CONT. SEPARATION ()21f'OR ` ARA IN STUD TO CUSS 2'.6'CONT. SEPARADON SOHAIfE QR rs STUD 016• 1SI6ET 207 1 A 3 O ie'O.C. 1 ') � ON W000 STUD I TO GLASS n REQUIRED. 0 1 TREou11RED SGEr 0 0 1s O.C._ (3E SQXDWE N (SEE SHEET I E ANCHORS S EPARATION (SEE SHEET 20) _ (SEE MAX REQUIRED 20) SLEET ta) SCHEDULE o�NUEr 21 a s ' 4 I / I / ) O/8: I y p/g s 8 i 8 (2)214'OR ANCHORS I j � SEE ANCHORS 3 � (2)216' 1 _SCH EDGE CONT.WOOD 21 EDGE I .ON m�21 OPENWO B SRW 016' I OPENING I B ; D 1/2'x1 1/2'.0.062' (SEE SHEET I 214'a0.Ofi21COHT. i CHEOUIE SEE ANCHORS :COM.AAUY.ANGLE 20) E, AL.4' ANGLE I ON$HEEf 21 TAPCONS XL TAPCONS xL w/2 1/2•Mi.. 0/8T w//z 1/2'um.PENETRATION 1 �! PENEfgATiON2'a!'OR 2x' FINISH O 2C o.a.CONT. R 2. 2'x4'OR 2'.' INSN 21{'OR 2'x. RN9i O 24'o.c.1. 2x4'OR / 0/EXISTING WOW BOTTOM PLATE EXISTING WOOD CONT.WOOD CONT.W000 EXISDNG WOOD CONT.WOOD DECK OR BOTTOM PLATE Si1NG WOOD BOTTOM PLATE DECK ORREQUIRED CSLAB REQUIRED CK OR REQUIRED DECK OR BOTTOM PLATE CONCRETES(SEE STREET 20) REOUIREO. (SEE SHEET 20) NCRED RETE SLAB (SEE SHEET 20) iREQUIRED.Sly (SEE REQUISHEET 20) REQUIRED1• QUIRED.• EDGE. r I C• •' WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON E PERIitiG. WOOD BUILDINGS TL N.T.$Fn C l 4W4 �•��' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane) r .�4�s� C 2017 TIUECO INC. Nautilus DRAM BW * _ p�► �' �� nwr TESTING Nr-EHCNEE�PWo~wuPAHY EXPERT SHUTTER Mvffvr SERVICES INC. /17 1 aw xi.xw a w.005.vsomn uam4 n aPm 1626 S.W.BILTYORE STREET nw..;(ms)aN-Isx.ro.:OoO�I-vOL 17-244 1 PORT ST.LUCIE•FL 34984 11 0-mal LlteeoOnel.Cpm DRAXM N. ORAL 111 EB-OOD6719 I91CNL(eOO)T4s-9Oee.rAx(TT2) a0so AfT WALTER A.1ILUT ar.P.E. 000�x. P.E. SFJ1L/S� _ RE/DATE RDA U.•/44167 m . SHEET 7 OF z6 `�0v k in.E.D. POURED CONCRETE - ED. .n E.D. OR'GROUT FILLED F 1 ORO OOR J POOUT OOR J POURED CONCRETE BLOCK S ULES ON (SEE SCHEDULES ON CONCRETE OR (SEE SCHEDULES ON POURED OOR J CONCRETE OR (SEE GROUT FlUEO CONCRETE OR SEE SCHEDULES 0 GROUT FlLLED— SHEETS I 18) SHEETS 17&1B) CONCRETE BLOCK SHEETS 17&18) WNC�RETFlE BLOCK K SHEETS 17&18 coNcaETE BLOCK 2.750' S,. A H A OOR E1 2448' J.452' 2. A s• 2, A �� 3 2.oR 1. q 1/2•.1/4• Ems. H H OR 1/8•SUP 1/2'.1/4• 0 4•D.a. FLUSH MOUNT (WALL) \\ 1/e•SUP D otRi%e'STIP ®4'o.c. ORR1/8'SUP . D SECTION Wf STORM BARS BUILD-OUT MOUNT SECTION P—P (PLAN) BUILD—OUT. MOUNT S"m.J/ta-r —0 INSTALLATION DETAILS INTO EXISTING URED.CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SC":1/4'a 1• - G oR G G OR© ©aR G == -- — F F H A I' a e o.c. I 2.7 H A H H li * H H ®4°o.c. 0 4•o.c.!I A ®4'o.e. ®4•o.e. A t/2 1/4' D A !I oR t%e•SUP D SECTION O'-0' (PLAN) 1/2,1 4' t/2.1/4- D t/2.t/4' vz, 1!<' 1 z.1 s" i z 1 4 ORIENTATION #1 OR i/8'SUP OR 1/8•SUP OR 2.1 SUP OR t/8•SLIP OR7/8'SUP OR t�e SUP D D D /' WALL MOUNT END MUWON SECTION 0-0 PLAN) SECTION 0-0 (PLAN) SECTION R—R (PLAN) SECTION R'—R' (PLAN) H * ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 do #2 ORIENTATION #2 A 0 4•o.c. A WALL MOUNT END MUWON WALL MOUNT END MUWON WALL MOUNT INTERIOR M LLON TRAPPED ,MOUNT INTERIOR MUWON 5--- INSTALLATION DET TO MUL S G G1 G2 SG1LE:1/4•m 1' t 1/2' 1/4' 4 ` (2) 2'x4" OR D OR 1/8•SUP D 1 1 2"x6"STUDS 1 (2) 2"x4" OR ` (SEE SHEET 20) (SEE SCHEDULE 2"x6"STUD I ON SHEET 21) * ALTERNATIVELY TO QH A (SEE SHEET 20) EO' (SEE SCHEDULE MIN. 1/2" 1/4"0-20x3/4" S.S. M.S. ON SHEET 21) PLYWOOD W/ NUT MAY BE USED _SECTION O'— MIN• 1/2" FOR THIS CONNECTION ORIENTATION2 PLYWOOD ._ WALL MOUNT END INT IDR MULLION ©OR E3 1.750' 250' 2-OR 1• 00,01/,to0001 A. D t/z 1/4• H ,,� fr• .. OR 1/8 SUP A ®.4•o.c. 1/2%1/4 . FLORIDA BUILDING CODE(Non Bigh Velocity Hurricane Zorke) O D OR 1/8-SUP \ ° ,. 02077 TILTECO INC. pRASN BM`. FLUSH MOUNT (WALL • •44167 a Nautilus BUILD—OUT MOUNTO RoDiag�eHorSpntam 08/24/17 SECTIONS 0'-0' '(PLAN ' ,e. IL E`C O_,No. DATE INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS . OT;,1' ? � o G COMPANY ExP PRT STT�C�°FL.�TER �CESo INC. SCALE.1/4'.1• i� WALTER A 7KN Jr.PE a•.a. ®rd -- eom.0 P.I- aGRt.�f GNATURE/DATE n1=OA UT. /4167 w.wn SRCET-8 OF25 0 1/2'Min. E.D 3" 1/2"Min' 'E.D. FOR 3/8"0-"CALK—IN ANCHORS (4) 3/8'0 CALK—IN ANCHORS OR 3"Min. E.D. 3'Min. E.D.=FOR 1/4'0 SCUD—SET ANCHORS (4) 1/4'0 SOUD—SET ANCHORS OR Min. E.D. 'Min. E.O. --FOR 3/8'0 KWIK BOLT TZ EXPANSION ANCHORS AMin. . (4) 3/8.0 KWIK BOLT TZ EXPANSION ANCHORS OR (4)ANCHORS*PER 1/8" Min. E.O. 1/8"Min. E.D.—I--FOR 5/16'0 TAPCON XL ANCHORS (4) 5/1B'0 TAPCON XL ANCHORS • • • STORM BAR CONNECTION, EDGE OF SLAB EDGE OF SLAB 5/16'0 TAPCONSXL W/ SEE TABLE 2 ON SHEET 23 IF APPLICABLE FI"—APPLI 2 1/4'Min. EMBEDMENT �' (Typ.TOP &BOTTOM) & 1O.D.x0.060"GALV.STEEL WASHER 0 24'o.c. 1 _ K Dum $ 2 POURED CONCRETE II 2" � POURED CONCRETE 2"x2'x1/8"x0'-5' (6063—T6 ALLOY) (Pc-3 Kai)5'min. jj (FC-3 K61}5'min. ALUMINUM ANGLE EA SIDE W/ THICK REQUIRED 6 5/16'0 TAPCONS XL THICK REQUIRED 2' ® ® (2) 1/4'0-14x3/4"ITW UILDEX TEK II I I EMBEDMENT&n j 5" SCREWS TO STORM BARQ9 (Typ.TOP& BOTTOM) 1O.D.x0.060'CALV. G I I STEEL WASHER® ! SECTIONS'S 24'o.c. 2' +8 N I I II BOX- li I I II I I I ..i EMBEDIJACHDED INTO FUUY ANO"OR o K n 1" Min. FOR BOX I I ANCHOR WIND ZONE p I I 1-3} ` I I I I DETAIL A 6 I I a I I WINDInZOFNE-�H t SEE STEP 3 ON.SHEET 14 FOR SPECIAL � II * 1/4"0-20 OR 3/8'0-16 MACHINE SCREWS USED JOINTLY W/ II I TREATMENT FOR WINO ZONES 1 THRU 3 Z¢ 1/4'0x 3/4"SOLID-SET OR 3/8'0 x 1 1/4'CALK-IN ANCHORS w 4 In 1" Min. FOR B RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME WIND ZONESTORM BARS ARE REMOVED. (SEE GET.A). W Min. I °dmrw 1-3 t n I I D(IERIOR z i SEPARATION TO GLASS a1 I I (2)ANCHORS•PER B(SEE SCHEDULES oNI A � 2'Min. FOR n D STORM BAR CONNECTION, SHE 15& 16) I H WIND ZONE-�8 I ISEE.TABLE 3 ON SHEEP 23 rn o H I I BEYOND 4 (Typ.TOP& BOTTOM) x �s i I I (� g u q (2)3/8"0 CALK—IN ANCHORS OR i MiJTO1 (2)1/4"0 SOUR—SETANCHORS OR w RS OR K 1 I I .� SEPARA (2)3/8"O KWIK BOLT TZ EXPANSION 1' 4' IIIIBEYOND .j(SHE SH1LES (2)5/16ANCH00 TAPCON XL ANCHORSuEXISTING--GLASS I KD((m 2'E%SING— 1>i ® 2"x2"x1/8"x0'-5"(6063-T6 ALLOY) p I I 2• �� ALUMINUM ANGLE EA. SIDE W/ u S1 S1 ii I I (TIP.TOP/BOTTOM)a (TIP.TOP/BOTIOM) -5 S) / CREWS AR �WLDDL TEK TO STORM BAR 11 I UK(Typ.TOP & BOTTOM) II SSECTION S1 -S1 (ITP.TOP/BOT10011 I I �(Typ.TOP/BOTTOM) II II2 1/16" 4 Min. n POURED CONCRETE /MIN. E.D E.D. B 1 1/2'x1 1/2"xO.062"xCONT.ALUM. p "® THICK EQsi) 5"E.min. ANGLE W/8/16.0 TAPCONS.XL W/ THICK REQUIRED 5/16'0 TAPMin. E S XL W/ �(' 2 1/4'Min.EMBEDMENT 0 24'o.c. 2 1/4'Min. EMBEDNFliPx 0 24'o.c. I.080.(pG� v'' EDGE OF SLAB POURED CONCRETE EDGE OF SLAB/ WALL MOUnF'� W,.•'•" (r'c.3 kcO II' 9 . FLORIDA BUILDING CODE (Non High Velceity Hurricane Zone) IF APPLICABLE S''%2" Mien. EOD 1/2' Min. E.D.-7---FORIF p 3/8'0 CALK-IN ANCHORS ��� ✓ ,, I--4 e o mn nL1>:cn INC. • —3' Min. E.D. 3'Min E.O.—J--FOR,1/4'0 SOLID-SET ANCHORS ; � •44167 NautilusDRAWN I�`�.' Lr Eft, Min E.D. Min E.D:1 FOR.3/8"0 KMK BOLT TZ EXPANSION ANCHORS ; tib- 2 ■ /� Ro11lag�tufterSja[am oensh7 ' 3 1/8' Min. E.O. 3' t/8"Min. E.D.--I FOR 5/16'0 TAPCON XL ANCHORS ' ) �: '` �r INC. oA71[ o.IE` us:"��ma a EN "F+�s°n°'"Y EXPERT I SHUTTER a SERVICES INC. FLOOR TO CEILING!TRAPPED AND WALL MOUNTING:STORM BAR n ='P!ly �'� '11� �•:��emn_,,,,. :cx�>an_;y, PORI Sc..waE,FL.34984 1 —204 SECTIONS V / —tea:61xc090cLwm NAL�•��1111 ®-DOO6719 PNd2(690)749-9056.FAX(97a)"1-0990 Oi1A••10 Y WALTFA A TILLIT J. a9a� Sme 3/16'-1' P.E. S /$f� TORE/DATE FLORIDA Uo.(f 44'18P7-' m,srn SNEn 9 mis Min. E.D. ' Min. E.D. OR (1) 3/4'0 KWIK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MULLIONS 2 1 1/2" �-3' 1 1/2" © ® (ORIENT TION AND END MULL LIONS©& G7 (ORIENTATION #2) � 3• FOR. 3/4'0 BOLI EXPANSION G 3" •Min. E.D. ' Min. E.D. —ANCHORS® INTERIOERIO R MULLION (ORIENTATION#2). G EXrEM FO APPLICABLE r11l i1T? IFGE OF SLABS�GE OF� J'x3'x1/2"x0'-6" 4• `\ 1I I 6" Alum.ANGLES EA.. SIDE W/ '\ -T6 ALLOY) 3°xJ'x1/2'x0'-4" (2) 3/4'0 T U BOLTS POURED CONCRETE n (6061-T6 ALLOY)Alum. TO MULLION Gg)& ANGLE EA. SIDE W/ (2) (f'c 3 ksi Min.) II 3" (1) 3/4'0 KWIK BOLT TZ 8'Min.THICK RED'[). II 3/4"0 THRU BOLTS TO 1 1/2' EXPANSION ANCHOR 1 1/2' II MULLION (1) 3/4"0 W/ 6'Min. EMBEDMENT KWIK BOLT TZ EXPANSION- 11/2' TO POURED CONCRETE 3• 3° E ED. ANCHOR W/ 6•Min. (Typ. TOP& BOTTOM) p I ( EMBEDMENT TO POURED 6" U I I CONCRETE(Typ.70P& 4' BOTTOM) EXISGG ASSS GSI I I SECTION X1-X1 W/n * ALTERNATIVE SECTION X1-X1 W/n* z^ Min.it i (END & INTERIOR MULLION) ND 8INTERIORU ION G OR G� I W, ORIENTATION �G1 I 1) W ORIENTATION 4"x6' ii I (6"x4") ( ) 3a 11 I 3°x3'xt/2"x0'-4• 2. I 1 1/2"5 " 5, 1 1/2'. 1: 1/2" 1 1/2• cn II I (6061-T6 ALLOY) t �� Alum.ANGLE EA. SIDE W/ w u I (TO M2) 3/40 TH�U BOLTS 3• o N /WON G & 3• 3" "z ® jj I I ® (1) 3/4'01CYIIK BOLT TZ G 1 'w G 1 o p EXPANSION ANCHOR N Q/8 Or I Q/8. Or W/6' Min. EMBEDMENT TO , I. POURED CONCRETE (Typ. I I C3 w R/8 or n R/8 or TOP &BOTTOM) 4"EXTERIOR i i a' DRF -n`10, R'/8 i1 I R'/8 G 1 g• EXTQt10R u �y li I I 1 t/2• 1 1/2' (1YP.iOP/60,ROY)II I 11 �R�) 1 1/2' 4• 4 3"x3"x1 2"x0'-88•(6061-76 ALLOY 3'x3"x1/2•x0'-8' (6061-T8 ALLOY) / ) TOP Alurn.ANGLE EA.SIDE W/ 2)3/4'0. Alum.ANGLE EA. SIDE W/_(2) 3/4"0 it EO. EO. 1 1/2' THRU.BOLTS TO MUWON a& (1) 3THRU/4�BOLTS BOLI TZ ION 0I& (2) p 3/4"0 KWIK BOLT TZ EXPANSIONKWIK 2' 2' ANCHOR W 6'Min. EMBEDMENT TO ii 3' ANCHOR W/ 6"Min. EMBEDMENT TO POURED CONCRETE ��� POURED CONCRETE (Typ.TOP & (Typ. TOP& II 1' POURED CONCRETE _SECTION X1-X1 W/LV ll* BOTTOM) BOTTOM) - r (f'c - 3 ksi Min.) (END & INTERIOR MULLION) (END MULLION ONLY (INTERIOR MULLION ONLY) 8"Min,THICK REO'D. ( � - , ALTERNATIVES SECTION X1-X1 W/ r c I 1 r 1 I 1 W ORIENTATION lY EDGE OF SLAB L1 1..! EDGE S� IF APPLICABLE S" IF AID E (8"W) (WJ ORIENTATION .FOR (2) 3/4'0 KWIK BOLT TZ EXPANSION �+}"X$") "Min. E.D. Min. E.D. ANCHORS G INTERIOR MULLION® r�•�" ��g, (ORIENTATION #2). r„' °t3a"""�' -AND BOX NOT SHOWN FOR CLARITY Min. E.D. ' Min. E.D. OR (1) 3/4'0 KWIK BOLT TZ EXPANSION �� ANCHORS 0 END AND INTERIOR MULLIONS gC• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©&®(ORIENTATION �f1 &#2)AND ` ®� ��� •• •,: 02017 TLTECo WC. f1r�*�.`�f*mac pyo O. END MULLION GG (ORIENTATION (I2) �6l. 1Y fir lfi�7 FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS CGS OR tT,� '` 6 RolllagSbu[OmSy+test+ o,/zyn SECTIONS W-1 � �r : �L E C 0 INe. wa L G���•t R� �.��,`,� ' � ss,� EXPERT SHUTTETMO SERE SRVICES INC.ITIM 17-244. END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION* s�o• •••'Aj­ � 11��� mo®L70e06718�m E PO 7112-LUOF.F.34984 j8e47hayge SCALE: 1/8' 1• - wROA t u,� a... mv,sv.. emow,m ox P.E.'9f,aJ, ; /DATE ,. m,s.o, n SHEEP to oszs Min. E.D. Min. E.D. 4)ANCHORS- " 3"x3"x1/2"x0'-4" 2' [—(SEE SCHEDULE# (SEE SCHEDULE #1)'-'l 5£E SCHEDULE#T) (6061-T6 ALLOY) .EE MAXNUM©(tNT=R)&('y'(END&INTERIO)TRAPPED NOUNTED EDGE OF SLAB EDGE OF SLAB 3- Alum.ANGLE Ek I SPAN COVERED BY SCHEDULE Ib'FOR MS KIA110M 0SES L la&B ON. ff APPI1CAB-� IF APPLICABLE SIDE W/ (2) 1/2"0 3" 25. THRU BOLTS 101 (UMLED LOM,MUWON SPACING AND SPAN INSTALLATION): Tom\` 97 I I TO MULLION�1 MU Ili�i:06E I -RESIDENTIAL AND COMNERCNIAL APAMONS WRH L60B G i i 4-EXTERIOR p-I.MAXIMUM A.S.O.DESIGN PRESSURE RAYING, I t 12'-0'MAXIMUM MUW#N SPACING. POURED CONCRETE 3x3-xt/4"x0'-6- 1 I SEE SCHEDULES/I&/2 FOR ADDMONAL ST�ECS �j (t'c 3.ksi Min.), (6061-T6 ALLOY) EXTEMOR x SEE SCHEDULE#1. Alum.ANGLE FA.SIDE t 7J2' (i) 8• I6TNIAIW Dg i- ON WJ 360.8 pa f. II W/'(2) 1/2"0 THRU MIWMUM AS.D.DESIGN PRESSURE RACING,6'-0' H ( I BOLTS TO MULLION @ 1 1/2' MAXIMUM MULLION SPACING. g" SEE SCHEDULES/1&j2 FOR ADDITIONAL SPECS. w E7c'sTTNG`'11 I I ALTERNATIVE SECTION X1-X1 W/ * RMILIffaG�R-CDMMERCAL APPLICAMON FDR t1OD.0 paf.MAXBLIY AS.11 GLASS „ 1" I I 1 1/2' DESIGN PRESSURE RATING,8-D-MAXIMUM WWON w o - SPACING.SEE SCHEDULES p1$82 FOR MDIIIORM. o Mi"' I I GOR G1 �4 x6 INTERIOR MULLION ONLY W/ ORIENTATION # 2) 1 1/2. SPECS; 5 N o I (2)ANCHORS �2"-1-2"-4 3'x3"xif4"x0'-B- (SEE SCHEDULE¢2) _I (6061-Ts AOY) ALTERNATIVE SECTION X1-X1 W/ Alum.ANGLLLE EA SIDE 3» . W/ (2) 1/2.0 THRU o BOAS TO MULLION® 4"4" INTERIOR AND END MULLION W ORIENTATION 1 or I r n I I i 4„ SCHEDULE ;I L Q/$ or 0/8 or ; I ExtERIOR MIN.SLAB Z R/8 Or II R/8 Or (4)ANCHORS—� WIL EM INSANCHOR CASESION ANCHOR TYPE& QE(TVP.TOP&BOTTOM) EMBED NT DISTANCE 3I� -R�/� ii I R1/8 {SEE SCHEDULE IQt)\ _ 1 1/2' 3/8"0 HILTI tNC HUS-H SCREW&3/8'0 POWER FASTENER �v II I WEDGE-801.7 ANCHOR F`OR©&®.(IMERIOR)IAUWONS 2 1/2' 5 1/2- 11 W/ORENTATTON•/2. 4• WEOG HIEN ANCHOR FORD(END&INTERIOR)MULLION 3" 6' &1/2*0 POWER FASTENER ALTERNATIVE SECTION X1—X1 VVIj) V W/ORIENTATION/1. I I X1 F(4 7X8* INTERIOR MULLION ONLY Wj ORIENTATION 2) 1/20 HIFi INC KWI{BOLT f2 ONLY FOR©& INTERIOR X� R MUWONS W/ORIENTATION#2)& +�(END MUS W/ 2 1/2• 5 1/2- ()YP.TDP/BOnOM)ii I (1YP.TOP/BOTTOM) ORNENTAAON�1). n 3"x3"x1/4'x0'-B' L s- 1/2.0 HI LTI INC HUS-H &1 0 POWER FASTENER (6061-T6 ALLOY)Alum. WEDOE-BOLT ANCHOR F5OCRR(�GI:1ppO OR INTERIOR 3" 6' NI ANGLE Ek SIDE WJ(2) _ -- - 1^. MULLION)W/OwDfwvIS Bt QR 12. Ah- 3" 1/2"0 U BOLTS.TO R 1" 1/2'0 HUM INC KWK BOLT T2 M,FOR G& INTERIOR M1ILLlONi ONS W/ORIENTATION 12)&LD(ENO MU ON W/ 3 1/4• 7 1/2- 1E OPoENTATION!1) LGEOF SLAB 6"8"�{QR II 8- 1/2'0 HiLn INC HUS-H SCREW OR 1/2'0 POWER FASTENER G1 WEOCE-BOLT ANCHOR SEE-NOTE ON SCHEDV ib' N 3' 8' IF APPLICABLE � SHEET 25.VASO FOR END&INTERIOR MUWONS�O}& EDGE OF SLABI Min.ED. � Min. E.D. _I W/ORNEMATIONS d1 OR 02. IF APPLICABLE (SEE SCHEDULE 01) (SEE SCHEDULE 01)- � (4)ANCHORS SCHEDULE #2 POURED CONCRETE (SEE SCHEDULE/1) 1-., (Fc=C3 katED Mtn.), , 4. _ 3. EAAIIUON THICKNESS ANCHOR TYPE&512E(TVP.70P k BOTTOM) MIN.ANCHOR DtMOL amSEE SCHEDULE I)1. 1 TALTERNATIVE SECTION X1—X1 VV/.Q. REWO EMBEDMENTANCHOR4• 5/8'0 FIdT MC HUS-H SCREW&5/e'0 POWER FASTENER 2 1/2'FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS&OR U 1GE-BOLT'ANCHOR. SECTIONS W-1 (4gx$ INTERIOR AND END MULLION ONLY,. 1} � . • FLORIDA BUILDING CODE(Non Efigh Velocity Hurricane Zane) " 4 02017 TILTECO INC. 0 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION '�l�a-/ut.`lu�1: T * • :' NO- 44167 jv u APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS_ o v` >� ,528 swTMD 1E �STREET 17�y" T� E c o DATE EXPERT 'SHUTTER SERVICES INC. SCALE:1/8"- 1' :,�; ,� +.�:" �� TIWT TC5TIN0 A ENGINEERING COMPANY ,A � w,t`�Ntk,- a rw+.tmlen law r .tsosierl/sssPORT -244 ),fe Uft—O.O.W. NOND(WO)749-B .LUCIE'FAX:(M M7-OM 011AWIir H. & SIDE RAIL QD AND BOX NOT ar r0 TI •EB-000sz/s SHOWN FOR CLARITY P q FLFL�DA u N i41ei' sxm 1DAara EDGE IF APPLICABE 2"xMULUON DEPTHz1/8"Cont. \\W ALUM.TUBE (TOP & BOTTOM) W/ 1/4"023/4"ITW BUILDER TEK SCREWS" 7 3/4' 5/16"0 TAPCONS XL W/ 2 1/4" ttr/ 1.O.D.x0.060'GALVANIZED STEEL MIN. E.D. 2'1/6' Min. EMBEDMENT 0 24' o.c. Min. E.D WISHER®24'o.c. 1' 1 1 1/2' I / EDGE IF APPLICABLE I ( T / I 4' EDGE IF APPUCABE CONTINUOUS POURED 7 3/4' Min. E.D. —Z— I 2' 7 CONCRETE(f'c=3 ksi Wn.) 10' 2" �--—— 8"Min.THICK REQ'D. I 7 3/4' Min. E.D. 2"; I 2' 2" END CAP \ 2' POURED CONCRETE W 7 3/4' 1 (f'c = 3 ksi Min.) POURED CONCRETE Min. E.D. EQ. E0. 1 8" Min. THICK REQ'D. EXI�M (f'c = 3 ksi Min.) 4"EXTERIOR oG \� 4" I 8" Min. THICK REQ D. 1 EKIFRIOR N ©OR G1 'I' I I 2" G OR G1 2" 4" GOR G1 _a Xn y ® 2• - 7 3/4"Min. E. 2- 0/8 " xF�j Q/8 Or 9 Q�8 Of 7 3/4"Mm, E. . o:= R�8 OE II I I R�8 Or L__— y 4'x4'x3/8"(6061-T6 ALLOY) I 4"x4'x3/8' . N R��8 II I I R7'/8 ANGLE um.ANGLE EA. SIDE. EDGE IF APPUCABLE� Album. ANGLE LLEA SIDE. o EDGE IF APPUCABLE W EXISTING Min. I I p (WALL MOUNTED TRAPSHOWN, MAY BE SECTION X2-X2 W/n OR GCS* ALTERNATIVE SECTION X2-X2 W/n OR�* CLASS �I I I ALSO INSTALLED TRAPPED MOUNTED m'y II I I PER SECTION R'-R°ON SHEET 8.) (END & INTERIOR MULLIONS (END & INTERIOR MULLION m w n W ORIENTATION 2) 1/16"� (WL ORIENTATION 1) ( � m� Min. E.D 1• 1 1/2"x1 1/2"xO.062"xCONT. ALUM. (6"R4" Of 8"X4") (4"X6" Of 4"X8") 7 3/4' ANGLE W/ 1/4"0x3/4" ITW BUILDEX MIN. E.D. TE SCREWS ® 24" ox TO TUBE. \ I 1 1/2" 14-7 • SIDE RAIL @ NOT SHOWN FOR CLARITY 7• CONTINUOUS POURW CONCRETE(Pc=3 ksi Mn.) 1 7" 10" 8" Min.THICK REQ'D. 1 X2 'X2 (TIP.TOP/BDD08) 1 1/2" 1 1L2" (TYP.mp#01`1011j p 3/4:' 4"x4'z3/8'x0'-10•(6061-T6 ALLOY)AlumANGLE I'' R� „,�•• MIN. E.D. EO EO- EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION ��ppT/ & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR aa� .•'•••CTsa9s•••'•,� 4 W/ 5"Min. EMBEDMENT TO POURED CONCRETE FLORIDA.BUILDING CODE (Non High Velocity Hurricane Zone) WALL. (TYP.TOP& BOTTOM). i j s 02017 TILTECO INC. • MAN Br. EDGE IF APPLICABLENo.4416 NautilusLIM WALL �WALL MOUNTING: !�OR(� - R• 9 �rsY+im /24/17— E�CS& DATE POURED£ONCRETE WALLTIT TESPANY EXPERT SHUTTER SERVICES INC. SECTION W-2 a 0/r•' .,� '.�' , �� ea,xi.>mr.a.see m wmxi.wts¢xs.n alae 1626 S.W.BILTNORE STREET• t� Utee"T• PORT ST.LUCIE,FL.34984 17-244 END&INTERIOR WALL MOUNTED MULLION INSTALLATION ,S/pN�AI ....�ee'!01�1 WALTER EB-00067""PEool.wm a< 1 T.9-Pose.F`1)a7,-MG ��0 ft SCALE: 1/8'= 1' P.E. !/910MRTf1RE/DATE FUDMDA tic./{4187 SNB[t 11 OF z6 r. 1/4"0x3/4'ITW BUILDEX TEK SCREWS EDGE IF APPLICABLE EDGE IF APPLICABLE 2"xMULLION DEPTHxl/8"'Cont. W/ I"O.D.xO.060"GALVANIZED STEEL WASHER O 24"o.c. ALUM.TUBE (TOP & BOTTOM) W/ 4- ,EDGE IF APPLICABLE \ 2 1/2\ 5/780 TAPCONS %L W/ 2 1/4 �— 7 1/2'Min. E.D. 2" 7 I/2' Min. ED Min. EMBEDMENT O 24'o.c. ___ 2- MIN. E.D. 2" 1• - _t 7 1/2'Min. E.D. 2 2" 1 i j" POURED CONCRETE ( 1 POURED CONCRETE (f'c - 3 ksi Min.) 3 1/2" \ (f'c = 3 ksi Min.) 6" Min. THICKNESS EKiEIAOR 6" Min. THICKNESS 4"DaERIOR REO'D. 1 1/4' I REQ'D. 2" O 2. 7 1/2" CONTINUOUS PARED !EQ.-"EQ. I END CAP 4- GOR G 1 G 1 w Min. E.D.CONCRETE(}'c=3 ksi Mn.) 7 1/2"Min. E.D. 2" 2' 6"Min. THICKNESS 7 1/2' Min. E.D. z REO'D. 4• -� 4"x4'x1/4" _ F^ I ©OR G 1 , (6061-T6 ALLOY) I —T 1 4 um.xANNGLE EA SIDE. �OY) g I EDGE IF APPLICABLE Alum.ANGLE EA. SIDE. EDGE IF APPUCABLEJ DMOR In „ I I ALTERNATIVE SECTION X2-X2 W/n OR V * ALTERNATIVE SECTION X2-X2 W/ nG ' o u (INTERIOR MULLION) (END & INTERIOR MULLIONS) 0, Q/8®r u p r (WJ ORIENTATION 2) (WJ ORIENTATION # 1) / (4"x6" or 4"x8") y o R/8 or R/8 or (8 x4) I - z x R/8 u R/8 OSEE MAXIMUM (INTERIOR) & G1 (END & INTERIOR) WALL 00 MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR w WALL MOUNTED SHOWN, MAY 2� EXISTING ii M'n' I I D BE ALSO INSTALLED TRAPPED INSTALLATION CASES I' '& II' ON SHEET 25 2 GLASS 1i ( MOUNTED PER SECTION R'-R' N SPACING AND SPAN INSTALLATION): a n I I ON SHEET 8.) INSTALLATION CASE r — RESIDENTIAL AN IAL z 1/2'\ APPLICATIONS WITH 160.8 S. . Mln. E.D j=—""' 1 1/2"x1 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 11/2" \ ANGLE W/ 1/4"Ox3/4" ITW BUILDEX ..RATING, 12'-0 MAXIMUM MULLION IN MIN. E.D. TEK SCREWS ® 24" o.c. TO TUBE. SPACING. VAUD FOR CONNECTION TO 1 1/4• CONCRETE W/ HILT] INC HUS—H OR POWER FASTENERS WEDGE—BOLT 3 1'/2- 17 ANCHORS. 3 1/2"6" ® X2 X2IIySTALLATION CASE II' — APPLICATION FOR (tr.TOP/BOT70L) t 1/4' 1 1 (T1'P.TOP/eo770m) P. •. MUM A.S.D. DESIGN PRESSURE RATING, 8'-0" I MAXIMUM MUL M-Sr#E-I FOR CONNECTION TO 7 1/2- O&ITINUOUS POURED 4'x4'x1/4"x0'-6"(6067-T6 ALLOY)Num.ANGLE CONCRETE W/ HILTI INC KWIK BOLT TZ ANC RS. .MIN. E.D. CONCR'7c E(f'c=3'im�- EQ-.-EQ EA. SIDE W/ (2) 1/2"0 THRU BOLTS TO MULLION ti Mn.) 6"Min. THICKN \ & (2) 1/2"0 KWIK BOLT TZ EXPANSION ANCHOR. •• Y �REaD. W/ 3 1/4" Min. EMBEDMENT TO POURED CONCRETE �, 'tom 1%.11 T SIDE RAIL QD NOT SHOWN FOR CLARITY . - `. WALL. (TYP. TOP & BOTTOM). �,' P►T��, .- �' `�A EDGE IF APPLICABLE •'"•••'•en •.9 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS n OR POURED CONCRETE WALL , o soio INC. Ern. W-2 � auituS ' a e RoJi!fngShaHerS)rr6m oe/zyn OND&INTERIOR WALL MOUNTED MULLION INSTALLATION* IL E C O�p�. DATE �� nulr TESTno a ENwHEEwMo coMPANr EXPERT SHUTTER SERVICES INC. ��P���.'...[[......��'lel'�� auaxv.wn.a a,ma,ucicxu n wse 1626 S.W.BILTMORE STREET , ''•. FI {�\ "rw,.:t>w7xT,1310 r :txelen-,v, 17-244 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS a-moa:l8taeo6aN Dom nom POR 7{9-Mg (172)671 Oeao ORAr018 tro. EB-0006718 SCALE: 1/B"= 1• s-,�oNAt�p 1� WALTER A ICIN Jr.P.E. '1'&,,"j{1 WiURE/DATE FLORIDA Uc.0 44167 m,o.an sxEETtuaT 26 4' Min. E.D. "Min. E.D. OR (1) 3/4'0 KWIK BOLT2" ANCHORS®END MULLION 0 EXPANSION 3"x3"xt/2"x0'-4" (ORIENTATIONS#1 & 1)2). (6061-T6 ALLOY)Alum. 1 1 2" FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION ANGLE EA. SIDE THRU BOLTS TOO "Min. E.D. 'Min. E.D ANCHORS 0INTERIOR MULLION MULLION 1 1/2. (ORIENTATION #2). KWIK WIK S & (1) 3/4'0 KSOL TZ EXPANSION EDGE OF SLABF"7 ANCHOR W/6"Min ELLE OFF SLAB EMBEDMENT TO POURED IF APPUCABLE 1t 1 ! t 1 I I IF APPUCAB CONCRETE(Typ.TOP& / 1/ I I T BOTTOM) 7" EXi6t10R G2 POURED CONCRETE J 11 (f'c - 3 ksi Min.) It " V Min.THICK REVD. it ii3 tl I n " ! ( H12'EXISTING---ill w Goss X11 1, I I SECTION X3-X3 W/ * II Min. I I N II I I G2 (ND MULLION ONLY ORIENTATION 1`) D(iER1OR 4' (7"W) r4" N II N I; -�- 3• s 3" o m Q' II Q® 4" Q( ((?$ aW ii G2 @—/ 4" E>tTE�BR v°S 1 u O W �l I 1 1/2' 1 1/2• ! � t i/2• t 1/2' it W I X3 ,I I X3 7n (IYP.TOP/B0II04)1, 1 (TYP.TOP/601TOdQ 3'x3'xl/2"xO'-7° (6061-T6 ALLOY) Z3rx37.l12".O'-7"(6061-T6 ALLOY) u -EO. - EO. Alum. ANGLE EA.SIDE W/�(2) 3/4'0 Alum.ANGLE EA SIDE)N 2}3/4'0 THRU BOLTS TO MULLION 3& THRU BOLTS TO MULLION & ii POURED CONCRETE (1) 3/4'0 KWIK BOLT TZ PANSION (2) 3/4'0 KWIK BOLT TZ EXPANSION H 3" ANCHOR W/6'Min. EMBEDMENT TO (f'c -3 ksi Min.) ANCHOR W/6"Min. EMBEDMENT TQ POURED CONCRETE (Typ.TOP& II "�' B"Min.THICK REQ'D. POURED CONCRETE (Typ.TOP& BOTTOM) BOTTOM) J (END MULLION ONY) (INTERIOR MULLION ONLY EDGE OF SUB I ' I�� �E OF SLAB ALTERNATIVE SECTIONS X33 W/ G? IF APPLICABLE IF APPUCABLE ." jW.J ORi .21 FOR (2) 3/4'0 KWIK BOLT TZ EXPANSION /ENTATtON��.•:' :, 14X7") " in. E.D. Min. E.O. ANCHORS ®INTERIOR MULLION@T,( A;Tr �. » SIDE RAIL QD AND BOX NOT SHOWN FOR (ORIENTATION #2). Q 6 CLARITY. "Min. E.D. 'Min. E.D. FOR 1 3 4'0 KWIKBOLT T� EXPANSION �� cs �,r"-�k ANCHORS/ END M BON i_¢ FLORIDA BUILDING CODE(Non)�h Velocity B:urticone Zone) (ORIENTATIONS#1 & H2). ; .°, W10,441131 , : 02017 TILTECO INC. }�!! Nautilus DRA Roubw5ha11N' FLOOR TO CEILING/TRAPPED MOUNTING:MULLION G- l v ij j �7 feersyrlom 08/24/17 SECTION W,-3 ~ IG Q a �� 1y1�1 .' s " EXPERT 1626 S.W.P HUTTT SL I.TR�REE STRM INC. 17-244 END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' a-.,S/ONA4�` n'' A E �„ 1 W. FL.349154 11"87,E �"p"U. SCALE! 1/8'- i" P.E. SEAL/ TURE/DATE FLOWA fµ1g7 "'^'"*" sxEv l2 at'x EDGE IF APPUCABL.E 2"XMULUON DEPTHx1/8'Cont. , �. ALUM. TUBE (TOP & BOTTOM) W/ i 4 0x3/4'ITW BUILOEX TEK SCREWS 0 5/16. TAPCONS XL W/2 1/4' '>f 1'O.DAG.06D'GALVANIZED STEEL 2 1/6' Min.EMBEDMENT @ 24" o.c. WASHER 0 24"o.c. 7 3/4' Min.E.D •--..... MIN. E.D. t' EDGE IF APPLICABLE t' 1 i ( / 2, •. ... ` 7 3/4"r. E.O. Cit 2 CONTINUOUS POURED 2' 7' CONCRETE(fc=3 ld Wn.) to' 8"Min.THICK RWD. ♦ POURED CONCRETE (f'c = 3 ksi Min.) } 8" Min. THICK REO'D. 4' EXIERIQR END CAP 2' 7LE.D. m MiOTCH WEB £O. EQ. I ITYP. TOP/BOTTOM) 4. I 2' zm L N �� II � 7 3/4' Min. E.D. 4"x4"x3f8"(6061-T6 ALLOY) 1" I tum.ANGLE EA.SIDE. N a I�Min. 2 II N e (WALL MOUNTED SHOWN, MAY BE _ C Cin ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPLICABLE I PER SECTION 0'-0' ON SHEETS,) c2 n _ EMIOR SECTION X4-X4 W/ GC2 0 y 1 (END & INTERIOR MULLION) az ii J ORIENTATION # 2) 3� Q'/8 ii ++ Q'�8 (4"x7") g Min. E.D t' t 1/2"xt 1/2"xD.062"xCONT. ALUM. SIDE RAiI®NOT SHOWN FOR CLARITY 7 3/4- ANGLE W/ 1/4"0x3/4" rrW BUILOEX MIN, E.D. TEK SCREWS ® 24" o.c. TO TUBE. 1 1/2" 7- CONTINUOUS POURED---1 CONCRETE(fc=3 ksi Wn.) EE0' 14' B"Min.THICK D. i 7' X4 X4 (1YP.10PleUtral 1 1/2' 1 1f2' (T1P.ToP/BOnom) MINS E D. --•- 4'x4'x3/8'x0'-70"(6061-T6 ALLOY)Alum.ANGLE ���' Tt�T-/•• h ,..... EQ EQ— EA. SIDE Wf(2) 3/4.0 THRU BOLTS TO MULLION ��' '� `�1 ��'••, FLORIDA BUILDING CODE(Non Tiigh Velocity Hurricone Zama) .q-. &(2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHOR \' W/5'Min. EMBEDMENT TO POURED CONCRETE 16 02017 TIUECO WC. Nautilus cx a ef` EDGE IF APPLICABLE-' WALL. (TYP.TOP & BOTTOM), � V jr ut ii u -- i �.� ROltlag3DOfhrS�bm 08/24A 7 WALL MQUNTING.MULLION �a „* ac, Eco EMc. " '�' r Q� 7illrc 7ESTNG&ENWNEERD/Q COMPANY EXPERT SHUTTER_SERVICES INC. POURED CONCRETE WALL +w STREET 17-244 SECTION W-4 t—a p ,aRiuNa flaE(POSWO)S.W.=Us�nF 1owo ORA"= END&INTERIOR WALT.MOUNTED MULLION INSTALLATION — WALTER A mLN J•_PE — t�R/'ji)V A/A/DATE FLORIDA LIW#44167 m.Ygl 5NEEi 73 CrM SCALE: 1/8'� t' P.E. Sr EDGE IF APPUCABLE� EDGE IF APPLICABLE 2'xMULUON DEPTHx1/8" Cont. M.TUBE(TOP&BOTTOM) W/ 1/4.0x3/4'ITW BUILDER TEK SCREWS --�� 5/16"0 TAPCONS XL W/ 2 1/4" W/ 1.0.0.x0.060"GALVANIZED STEEL 1 2 Mn.iEMBEDMENT 24"O.C. WISHER 6 24'ac. 4 3/8•Min. E.D. 4 3/8" Min. E.D MIN, E.D. 1' t• G3 1" t CON RUOUS ETE( r-3 ksi Min) 2' 1 1/2" I \`/ Q`�. THICKNESS WMIR I 7 1/4- 4 3/B" I Min. E.O. jMn.) ,u������ END CAP 4 3fa"Min. E.D. CONTINUOUS POUCONCRETE(f c= i F^ 8"Min:THICKNESS ttin FWD. IF APPLICABLE g ry n I G3 a� n I SECTION X4-X4 W/ if O p (WALL MOUNTED SHOWN, MAY tINTERI (WJ ORIENTATION #p21, We Ewsnac I D BE ALSO INSTALLED TRAPPED w GU155 ^til I MOUNTED PER SECTION Q'—O' (2"X7') n I ON SHEET 8.) o II E ERIOR 0 SEE MAXIMUM Q(INTERIOR) WALL MOUNTED MULLION SPAN LE 2b' FOR INSTALLATION GA5ES I' & g I II' ON SHEET 25 (LIMITED LOAD, G ANp _ 4e j8 n Q'j8 SPAN INSTALLATION}: r� I INSTALlAn0N CASE P — RESIDENTIAL AND COMMERCIAL 3 2 1/2' 1 i/2"x1 1/2"x0.062"xCONT. ALUM. APPLICATIONS WITH 160.8 P.S.f. / Min, E.0 _ 1 ANGLE W/ 1/4"0x3/4" iTW BUILOEX MAXIMUM A.S.D. DESIGN PRESSURE 43 a' F MIN. E.O. 1 TEK SCREWS ® 24" o.c. TO TUBE. RATING, 12'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT[ INC HUS-H OR FASTENERS WEDGE-BOLT 3 1/2• (rip. /BOTTOM) ANCHORS. INST 6K S^ASE II' - COMMERCIAL APPLICAT100.0 1- p.s.f. MAXIMUM-7C5D"BE9f6[t PR(-SS RATING, 8'-0" 4 (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 M.TOP& BOTTOM). EDGE IF APPUCABUE-/ CONTINUOUS POURED l�� A.TIC SIDE RAIL©NOT SHOWN FOR CLARITY CONCRETE(fc=3 W Vm.) ' �� $" Min.THICKNESS REVD. +� ' EN'�F _ FLORIDA BUILDING CODE(Non HIgh Velocity Htiarricone Zone) WALL MOUNTING:MULLION �3 ff 441$7 '1 ' o solr nLrEco INC. Arautilus. +eN POURED CONCRETE WALL Nautilus i + SECTION W 4 Roluugsbatlersyshm CO/24/17 - 1L E C 01 DAT[ Q * _ " '� m1ie EXt626 S.W.PERT SHURT TTER E SUMUICES INC. 17-244 INTERIOR WALL MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS "- slONA4���t' �` Jr.P 34984 D"WIM lb `�°"`°-�'°'`` SCALE: r/a'= 1' P.E.S fSR1F71( /DATE v R iilai 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/0 STORM BARS SPAN"L"(fl)TO PROTECT IT(SEE GENERAL NOTE#2,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (la, ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 11T BE BASED ON CHART Ie ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SUP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"R. 2,ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12'.6'OR 7'),AND DETERMINE MAXIMUM MULLI N SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN G &may),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,11M,11,11A,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT SPECIFIC SHALL BE CONSIDERED:INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR CONCRETE FOR A GIVEN MULOLIONITYPE LING(TRAP ,�ED)O g W��MOUNTINGS OF MULLIONS INTO FOLLOWINGDEFINITION FOR SLAT SPAN LWX THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEDURE4c: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 Ia.PROVIDES SEPARATION SHALL BE BASED ON CHART Ie,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/0 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&VW ON SHEETS 16 MAXIMUM STORM,BAR SPAN(HEIGHT). THRU 16.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,WITHA.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP d:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULUONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 8&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 la THRU 2c ON SHEETS 24,25&28 Wi 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',VOR T),AND DETERMINE MAXIMUM MULLION SPAN CHART Ie,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)Wl ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN( G & ), MULLION TYPE&MULLION ORIENTATION. 2.ENTER TABLE 1 ON SHEET 22 W1 A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11.11A,12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILINGRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR AGIVEN MUWONTYPE(@,(G ,@& ,p). 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 i THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. ♦�0 FLORIDA BUILDING CODE(Non High Wiocity$urrimm Eom) •'` `+. 02817 TLLTECq INC. >Ar�i,� � =i� W. Mo.44467 ,(r U U E" xQuto�sraere:sycce� c�+n: i1LIEXPERT SHUTTER SERVICES INC. ,�.,i° x TRlIT TESTINtl R ENWNEERWq CONPANY �'+Y".(� ✓ �� an.K:.Baa.a.s..sm.waavc.aN sa.a v,aa 1626 S.W.t. UCIF-or�E STRM34984 17-244 t_ "�`G' t Ru+:cXA7m,-,5,0.im:Gasbr,-,A, S/ �6 IL1 L "MEa-.=719Wta- w,avc(ro��St. F a�z)e 1-M 1 a-moL WtetA9aalD.Ra1pf.pe •• i WALTQi A TLIJf Jr.PL r•�' °� ae 10 a� P.E. IlE/DATE � tx.d xr.P ma,am+ n sxEEr a qF sa SLAT PERFORMANCE CHARTS I8. Ib. Ib' &_ IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.O.DESIGN PRESSURE RATING(p_&Q,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W!OR W/O STORM RAR,5 CHART I8 CHART Ib CHART Ib' CHART IC LLSE L#LV VALUE 8E'NM POSITIVE NO AIM ASD.LOAD USE MAXWUM PosItASA IDAe VALUE 3/8"0 KWIK BOLT 3 ANCHOR 5116"o TAPCON XL ANCHOR 5116"o TAPCON XL ANCHOR IVE POURED CONCRETE TO POURED CONCRETE TO GROUT FlLLED cm cm=8= MAX, MAX.SLAT SPAN T SPAN MAX.SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS A.S.D. 'LMAX.• (Fr) •LMAx• Fl "LMAX." (FT) MEASURED TO BACK OF SLAT(in) DESIGN RE ww. TRAPPED %1�MDM-OUT Buu)-= WALL iw�PPED &AU>-OUt 6tmn-oui WALL TPAPPED BUILD-OUT -OUT W/O STORM BARS w sroRM BARS RATMG YmRft � T Ya1NR w1@ Yount MOUNT ' : Lm(tHf w/@ rotw LOW L Lair 5rL uouNr w/@ N=ZONE WIND ZONE O ZONESWHO ZONE (P9f) SEE N=# SE NOTM# yTE NO=# SEE Nmo# SM NOTES# sa"Orm# sd ta(Ev# _w=# sc Noes# see NmEs# J s�9* Sm tmlE!# 1-3 4 1-3 4 30.0 20'-0' 15'-4' 20'-0" 20'-0' 20'-0' 15'-4" 20'-0" 18'-0' 20'-0' 15-4' I8'-0" 15-6" 1' 14 1/2' 6- 7' 35.0 20'-0' 15'-3' 20'-0" 18'-0" 20'-0" 15'-0' 19'-0" 16'-3" 20'-0" 15'-0' 16'-3' 14'-0" 1" 14 1/2' 6' 7' 40.0 20'-0' 15'-2' 19'-7' 18'-6' 20'-0' /4'-5' 17'-4' W-101 18'-11' 14'-5• 14'-10' 12"-9' 1" 14 Ile 6' 7' 45.0 20'-0' 15'-0' 18'-0" 15'-3" 20'-0- 14'-2' 16"-0" 13'-9' 17'-4' 14'-2" 13'-9' 12'-0" 1" 14 1/2' 6 7' A 20'-0' 14'-10' 16'-9' 14'-2' 19'-1' 13'-1' 14'-10" 12'-10' 16'-2' 13'-1' 12'-9' i V-0- 1' 14 1/2' S' 7' 20'-0' 14'-8' 15'-8" 13'-4" 13'-11" 12'-1' 15'-0" 12'-4" 12'-0' 10'-6" 1" 14 1/2" 6" 7' 19'-5' 13"-9" 14'-9' 12'-7' IB'-9l 11'-8' 13'-2` 1 V-5' 14'-2' 11'-8" 11'-4' 10'-0' 1" 14 1/2' 6' 7' 65.0 18'-4' 127-11" 13'-71' 11'-it' - 72'-5' 70'-r1' 13'-4" ti'-0" 70'-10" 9'-6" i" /4' 6' 7' 70.0 17'-4' 12'-i' 13'-3' 11'-4' 15'-0" 10'-6' 11'-10' 10'-4' 12'-9' 10'-6" 10'-4' 9'-0" 1" 13 1/2' 6' 7' 75A i6'-6' 1V-7" 12'-7' i0'-10' 74'-3" 10"-0" 71`-4" V-11' 12'-0` 10'-0" 9'-70' W-10" i" 13 712' 6' 7" 80.0 15'-9' 11'-0" 12'-0' 10'-5' 13'-7" 9'-5' 10'-10" 9'-7' 11'-7' 9'-5" 9'-3' 8'-6- 1" 13" 6' 7' 65.0 15`-O` 7O'-6' i1'-7` IG'-O' 13'-0' 9'-3' 10'-5- 9'-3` 11'-2' 9'-3" 9'-0" W-3" 1" 13' 6` 7" 90.0 14'-2" 10'-1" 11"-2` 9"-8' 12'-6" 8'-10" 10'-1" 8'-11' 10'-9' 8'-10' 8'-10" 8'-0' 1" 12 1/2' 6' 7" ..95.0 13'-5" 9'-8` 10'-9" 9'-4' 12'-0" 8'-5` W-9" 8'-7' 10'-4' S'-5" 8'-6- 7'-9" 1- 12 1/2' 6' 7" 100.0 12'-9' 9'-4' 10'-5" 9'-1' i l'-8' 8'-4' 8'-S' 8'-4" 10'-0` 8'-4" 8'-3" 7'-6" 1' 12' 6' 7' 105.0 12'-2' 9'-0' 10'-1" S'-9" 1V-3" 8'-0' W-2" 8'-2- 9'-8" 8'-0' 8"-0" 7'-4' 1' 11 i/2' 6' 7 110.0 11'-7" 8'-B' 9'-9' 8'-6' 10'-11" 7'-10' W-10"F6i--_-i 9'-3" 7'-10- 7'-9- 7'-2- 1' it 1/2' 6" 7' 115.0 11'-1' W-5' 9'-6' W-4' 10'-7' 7'-8' 8'-8' 9'-0' T-8' 7'-8' 7'-0'' 1' 11 1/2' 6' 7" 120.0 10'-8" 8'-1' 9'-3" 8'-2' 10'-3' 7'-5' W-5" W-11' 7'-5' 7,-5' W-10" i" /1' 6' 7' 125.0 10"-2' 7'-9' 9'-0' 7-11' 10'-0' 7'-2' 8'-2" 8'-8' 7'-2- 7'-3" 6'-8' 1' 11 6 7` 130.0. 9'-10" 7'-6" 8'-9' 7'-9" 9'-9' 7"-0' W-0' 8"-5" - 7'-0' 7'-2' 6'-6" 1" 10 1/2' 6" 7' 1350 9`-5" 7"-2' 8'-6" 7'-7' 9'-6" 6'-10' T-10` 8'-2- 6'-10' 7'-0' 6'-5' 1" 10 1/2' 6" 7' 140.0 9'-1' 6'-11' 8'-4' 7'-5' 9'-i" _ 7'-W" 8'-0" - 6'-70" 6'-4" 1" 10 1/2' 6' 7' 145.4 8'-10' 8'-2" 7'-3' 8'-10' 7'-6- 7'-10" - - - 1' 10" 6' 7' 1'50.0 '8'-8' 8'-0" 7'-2" 8'-6" - T-4' 7"-9' - - - � i" 10' 6' 7' 155.0 8'-3' 7'-10' 7'-0' e'-3" - T-2" T-7` - - - 1" 1O' 6" 7"8'-0' 7'-S" 6'-10' W-0' 7'-1- 7`-5' - - - 1" f0' 6" 7" 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 111! ANCHOR SPACING SCHEDULES ON SHEETS 17 k 18 INDICATE THAT »',�.{ AN ANCHOR SPACING iS AVAILABLE FOR THE CORRESPONDING SLAT 9 'Y•••...... SPAN AND A.S.D. DESIGN PRESSURE RATING. yyy .•' •.,✓ FLORIDA BUILDING CODE(Non Sgh Velocity'Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH t Llu, ��! 1, 02017 nL1EGo we ]�! / �� 3 8 0 KwIK BOLT 3 ANCHOR OR 5/1610 TAPCON XL ANCHOR, INTO Euv j� Nautilus POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR �e .� RODIagSbaHQrS}sbm on/z4/n cm WITH 1/4"o TEK SCREWS AT MULLIONS CONNECTION. VALID FOR ♦ '� X 6IM 6 E C+^O- �n WALL MOUNTED. TRAPPED MOUNTED, AND BUILD-GUT MOUNTED. I v• j� y` TIWT T[STING Q ENGINEEAINa COMPANY EXPERT SHUTTER SERVICES INC. $p << yy ass a9r. S4 9•.99s.v*aaot c ru>a rt sues t626 S.W.ULTUORE STREET 17-244 ' � y a"'•'175>n''"s6.�':L70s)9n'1y1 PORT ST.LUCIE,FL 34984 3. MAXIMUM SLAT SPANS.FOR INTERMEDIATE LOADS MAY BE `:0 »• . 1y .- oS m4m000Lwm MOM(OW)749_958,ru:(n2)671-590 ND DETERMINED BY UNEkR INTERPOLATION BETWEEN END VALUES. 4S 6\ 1/y T+pL, j-O�1y,p g en.w mvrio, oar 4w.r 9®row P.E. T TE Rolm Lie.1 46167 . m.o-5, n SHEET 15 Of 26 a M MAX.ANCHOR'S SPACING SCHEDULE Val .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 WALLMOUNT OEMA)L A&D. SLAT SPAN RANGE M PRESSURE "RATM 0'-4!t > 4'-5 t > 5'-6,t >"6'-7't > 7'-9't > 9'-12't > 12'-16*t > 16'-20't (PA4 1 1 5 30.0 9. 9. 9. 9. so 9. 9. 9. >311-40 9. S. 9. 9. S. 9. 9. >41-50 9. 9. 9. 9. 9. 9. 7- 5 5/8' >61-80 1 9. 9. g. 8- 5 5/8. 5 5 8" SLAT t N= 9 MAX. SLAT SPAN FOR A >81-105 9: S. 9. 9. 9. m p I 1 1 6 1/2* 5 5/8- GfVEN A.S.D. DESIGN >106-120 9 g. 1 9" 8" ::!j PRESSURE RATING SHALL >121-140 9: 9. 7" NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT 9. r >141-160 9: 9. 1 7* 7' SLAT SPAN DEFINITIONPERFORMANCE CHART ON 9• 1 2 MOUNT TRAPPED MOUNT 15. MAX. DESM A=, SLAT SPAN RANGE PRESSURE P W-4't > 4'-6*t > 5-61 t > W-7't > 7'-9't > 9'-12't > 12!-16't > 16'-20't 0 to Al s 30.0 9. 9. 9. 9. 9. 9% S. >31-40 9. 9. 9. 9. 9. 9. 9. >41-60 9. 9. 9. S. 9. S. 7 1/2' 91 9. 9. 9. 8. >106-120 9; 9. 9. 8 1/2" S* >121-140 121-1401 9, 9. 9. 7' >141-1601 9, S. a. 6* BUILD-OUT MOUNT SLAT SPAN RANGE DESM PRESSURE 0'-4't > 4'-51 t > 51-61 t > 6'-7't > 7'-9't > 9*-12't > 12'-IW t > 16*-20't RMM -9- . WIGE -a- (9) @ (9) -(p- @ @ @ @ @ AL @ @ 30.0 s. g. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. S. S. 9. 9.1 9" 17 ;5/4' 7' 7' 5 5/8' >31-40 9. 9. 9. 9. 9. 9. 9-. 9. 9. S. 9. 9. 9. S. 9. 9. 9. 9. 7- 7- 6- 5 5/8- 5 51W 5 5/8' >41-60 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9' 7 1/2* 7 1/2' 6' 5 5/8' 5 5/8' 5 5/8-5 5/8' 5 5/8- - >61-60 9. 9. S. S. 9. 9. 9. 9. 9. 9. 9. 9. 7* -5 5/8 55/8' 5 5/8' 5 5/8' 5 5/8' - - - - >81-105 9. 9. S. 9. 9. 9. 9. 9. 9. a. 8' 6 1/2' 6 3/4* 6 3/4' 5 5/815 5/8' 5 5/8 5 5/8 - - - - - - >106-120 9, 9, 1 9. 1 9. 9. 8. 6 1/2'1 r 1 V 5 5/815 5/815 5/8'. 9" 9. 9. 8: a. 6" >121-140 R7 1/2A a 1 i: 16 �1/2j i 15 5/8"15 5/8' 5 5/81 - I >141-160 9* 9" 9" 1 8' 8" 6". 1 7* 1 7' 15 5/816 3/4'16 3/4"15 5/8-15 5/8'15..5/8. tit 4 h FLORIDA BUILDING CODE (Non High Vefccity Hurricane Zone) 02017 TiLIECO INC. Nautilus tr-- 167 Ab,44 /7ELFE-007,..�� DATE 77 TmnNc;a ENGINEERING COMPANY EXPERT SHUTTER SERACES INC. 1626 SA ERLTMOK STRES 17-244 Powr LUCIE,rL 34984 wa St. -M10 O"I'm g o ........ 749-00W.rAX..*14 571 WALEIR A. UT J,Pz FIDRUA a#44167 SHErr is OF25 DATE MAX.ANCHOR'S SCINGZCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE t 5 ON X4 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIg4 LO SLAT SPAN RANGE t W L MOUNT ,� SLAT SPLAY RNV Dom m[ 0'-4't > 4'-5't > 5'-6't > 6'- -9't > B'-12't > 12'-16't > 16'-20't 11nf19 RANBE{w0 ' s 30.o e' a" e• a• B• a" 7 1/2' S 1/2" -so a' B. a' 8' a" 8" 4' 41-s0 8• 8" B. 8' 6- 4"1 3 3/4" t mm >6 8" e" 8" 8" 7- 4 1/2` - SLAT MAX. SLAT SPAN FOR A >81-105 8" a" B" 6 1/2' S' 3 3/4" 3 3/4' - �SPAN� SHALGIVENL A.S.D. DESIGN LOAD SHALL NQM EXCEED MAX. >100-120 8" a. 8• 5 1/2' 4 1/2' 3 3/4' - C Q1 SLAT SPAN INDICATED ON 121-140 8" 7 1/2' 6' 4 1/2% 3 3/4" - - SLAT PERFORMANCE CHART >14t-160 8- 6 5" 4" - ON SHEET 15. SLAT SPAN DEFINITION TRAPPED MOUNT AML SLAT SPAN GE 11m0R 0'-+'t > 4'-5't >5'-6't - >7'-9't > 9'-12't > 12'-16't > 16'-20't RAKaU.4 S 30.0 6' S. 6" 6' 6- 6" 6" 5 1/2' 6' B. 6" 6" 6- 6- 5 1/2' 4 1/2- r 6' 6" 6' 6- 6- 5 112' 4" > -60 6- 6" 6" 6- 6" 4' 4• >81-105 6' 6 6' 6' 4 3/4- 3 3/4" 3 4" - >106-120 6' 6" 6" 5' 4' 3 3/4- >121-140 6' s" 5 3/4" 4' 3 3/4' 3 3/4' >141-160 6' 6" 5' 3 3/4' 3 3 4` BUILD-OUT MOUNT ASA SLAT SPAN RANGE PFUSM 0'-4't > 4'-5't > 51-6't > 6'-7't > 7'-9't >9'-12't > 12'-16't > 16-20't RomRANNOUP 0 E E -E R51/2 E E E E E E E E E E E s 30.0 6" 6" 6" 6' 6" 6' 6' 6' 6- 6' 6' 6' P33/4' 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' 5' 4" 4" 3 3/4' 3 3/4' 3 314' 3 3/4" >41-60 6" 6" 6' 6' 6" 6" 6' 6- 6" 6" 6' 6' 6- 4" 4' 3 3/4" 3 3/4" 3 3/4' 3'314' - >61-80 6" 6" 6' 6- 6' 6" 6' 5 1/2 6' 6- 5' S' 4" 3 314" 3 3/4' - 3 314' 3 3/4' - - - - >61-toy 6' 6" 6' 6' 6' 6" 6' 5 314 4 112' 4 t/2' 3 3f4 3 314' 3 3/4' 3 3f+' 3 314" ->106-1206" 6" 6' 6' 6" 5 3/4 5 3/4" 4 1/2 4 1/2 4 1/2 3 3/4 3 3/4" 3 3/4' - - - - - - - - >121-140 6' 6" 6" 5' S' 4' 4 314 4 314" 3 314 4 1/2.4 1 2' 3 314 3 314" 3 SJR% - - - - - - - - >141-160 6' 6' S' 4 1/2"14 1 2' 3 3/41 4" 4' 4" 4' - 3 3 4M - - - - - - ����� '11Cfiy'''. FLORIDA BUILDING-CODE(Non High Velocity Hurtiegne Zone) rio.44,6 _' _ 02017 RLTECO INC. Nautilus GRA9N FI': T�J ��" ' �'� RollingSbntterSpsbm ��1: EXPERT' SHUTTER SERVICES INC. an 1IUJT TESTING d EN WNEERINq COMPANY nxa wY.,wn.a.N..ao3.amnu vfima.a Ulu 1626 S.W.64.tuoRE STREET 17-244 ..�V .... t1 vrw:t�.$)<n-Iam.rm:4xiapn-Isal PORT St.LUBE.FL 34984 e-m"E II00069a"Le9m Op1111111q PF E6-00087}9 �St p)1s9-965!.Fillb WALTER a,,Jr.F.E. P.E. SfiQ"/W1A%REjDATE � '�+�•/44167 ae.wN 1 17 OF21 r 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 AS.D. DESIGN SLAT SPAN RANGE PRMING RESSURE 0'-4't > 4'-5't > 5'-6't > V-7't > 7'-9't FI/2' > 12'-16't > 16'-20't RANGE(p,.f.) s 30.0 B. g" 8" 8• 8" 6' 4 1/2• >31-40 8' 8' 8' 8" 8' 4 1/2" - >41-60 e" e^ 8' 8" e^ >61-e0 g^ g• 7 1 z 7^ 5 1/2' - MAX. SLAT SPAN FOR A >81-105 8" B. 7 1/2" 5" 4' - - - ~SPAN--1 GIVEN A.S.D. DESIGN PRESSURE RATING SHALL >1 -120 8" 7 1/2' 6" 4' - - - - [o� NEVER EXCEED MAX. SLAT >12t21-t40 8• 8• 5• - - - - - SPAN INDICATED ON SLAT >141-160 7" 5' 4' PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT MAX AS.D. DESIGN SLAT SPAN RANGE PPAYING RESSURE 0-4't > 4'-5't > 5'-6't > 6'-7't > 7'-8't > g'-12't > 12'-16't > 16'-20't RANGE(pia.) s 30.0 6• 8^ 8^ g^ 8" 8^ 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" 1 6" 4 1/2' 4 1/2" - - >106-120 6' 6' S 1/2" 4' 4 1/2' - - - >121-140 6' S' 4 1/2" 3 3/4' - >141-160 6" BUILD-OUT MOUNT MAX AALD DESIGN ' SLAT SPAN RANGE PRESSURE O'-4't > 4'-5't - > 5'-6't > 6'-7't >7'-9't > 9'-12't > 12'-16't > 16'-20't RAIING -1 RANGE 6al.) (FA'LE E EAL E E E E E E E E E E E S 30.0 6^ 6• 6• 6' 6• 6• 6• 6• 6• 6' 6' 6' 6' 6' S. 6' 6- 5 1/2' q• 4 1/2" - - - - >31-40 8" 6. 6.6• 6' 6• 6• 6' 6" 6° 6' 6' 6' 6^ 6- S 1/2" 5- 4" - 4" - - - - >41-60 6' 6' 6' 6" 6' 6" 5 1/2" 5 1/2' 6' 6' 6' 6' 6- S 1/2- 4 1/2' - - - - 3 3/4" >61-80 6' 6' 6' 6" 6' S 1/2 5 1/2" 5 1/2' 4 1/2 5" 5" 4- 4" 4- - - - - - 3 3/4' - - - - >81-105 _ 6' B. 6' 6" 6' S 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 1/214 1/2' 3 3/4 - - >121-140 6" 6• 5 1/2 4• 4' - 3 3/4'13 3 4' - - - >141-160 5" 5' 1 4• - - 1 0',�r' FLORIDA BUILDING CODE (Non High Velocity Hurrieone Zone) G20,7 THECA INC. Nau#flus LTC 16y RoLtng nuffi rbysMm 06/24/17 A 1•`� nun�L E ENGINEERIC. NG EXPERT SHUTTER SERVICES INC. am - S.W. A••. RI...... • �r 1,11 a maEB-0006719' Lcom TN feoo)L4;- % 9-9oR ORT Sr. E rAYe(]77 34984 DRAW016 N. V WALTER A.TILUT Jr.P.E. ®® ®® WR 11./ /DATE nDR10A Uc.f 44167 SKEET 18 OF 26 SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (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' RAnNG (Psf) Vx Vy Vx Vy Vx Vy Vx Vy Vx I Vy Vx I Vy Vx I Vy Vx Vy s 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 360 1962 480 2553 582 >61-80 10 160 616 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142 368 1372 1 473 2009 1 591 2492 638 — — >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 781 320 1186 1 400 1,322 480 1873 560 1740 640 — — — — — — SLAT �SPAN___' ff *NSLAT SPAN DEFINITION OTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEE THIS SHEET FOR Vx&Vy VALUES. Vy SIDE RAIL` VX `, Vy Tf FLORIDA BUILDING CODE(Nan High Velocity Hurricane 20te) w No.44167 _ _ o2on nLTEco wa Nautilus ° . Lc • _ ApMgShclterSystem W/24/17 E C O�M�. � /�'y,•.y.?�tJ-w,.,, .V11 -i1WTESTING IL R ENGWE[RING COMPANY EXPERT SHUTTER SERVICES INC. _q ,q, �ar t e n> tmn s:. vnxa n u:ef 1626S.W.8 LTAtORE STREET {x_244 �K`fP .•,• vy �{{ Nwe:(wsc'Tm+-+i10.le.:(r+f)s!.-IsiT PORT ST.LUOE.FL 34954 n-mal:�4 60aa�l.com 7MaE:ISDN 749-am6.luc: rtx>d7Ymo oRA6uw Mu WALTER A 1TWT Jr.P.E. P,E.SEAL/SI,('Klerk DATE FIOPoDA ue./44167 m.4.a, 6N[E1 19 OF 25 SLAT PERFORMANCE CHART]III & ICI:(ONLY VALID FOR 1t2°SUP) SLAT PERFORMANCE CHART Ilb I & TIC l;(ONLY VALID FOR 114'SLiP) MAXIMUM SLAT SPAN AND MiNiMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.B.fl.SLAT SLIP 16"AND FORAGNEN MAXIMUMAS.O.DESIGN PRESSURE RATINGIP.&OAND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM AS.DDESIGN PRESSURE RATING(panAND SHUTTER MOUNT CONDITION FOR SHUTTERMOUNTING TYPE FOR WDOD FRAMES WALLS Wl2X4'STUDS, INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 AM CHART 1b1 vuf mi CHART ICI CHART Hb I �T/ CHART IIC 1 UM WAM WA 11101M�x Rn MUCK Aso•I°° Too wrr UK WMU V=BETAxtt Pratt AID MM ASB:tan iff W1YY woe mnm Pom t0 Nomm w0.tan SawrAw MAX SLAT SPlW IR SLATwmw ML LSE Wan41N1 t>090LE ASA LSE mumPOSnttR ASA )MOOD GRADE fA twe{tt) iM'N(F» m AC BACK OF m 61t8'OTAPCONXLANCHOR MIN,SLAT tXND YAt116 6116'OTAPCON%LANCHOR MIN.SLAT IOW Wax M1f10 mVIALom ButD•(XB 4i7.o-aR. W/o STORY BNS SPAN11WAI D WL SLPATWIOIL m Amita .SL) SPWN fPdO m w770 x0!09 no 2DlE MAX.SLAT SPWN 'LYa(' t�)tRID WAX.SLAT SPAN 'LMtN.' � � a t1tl10 ItOfm A wxMw 'LwLx•(k) ( ) IE4t86D m BACK of SLILT(,n) tt�alt Mmm m SM lt^) SOUT}(ERN PINE JF2(0=4.55) 60. 4'-5" 4'-5' FICOM w mm SMD-w w cam !" W 0 Sf0101 BARSPROOM �,a mom NO%w� �1gq Mp W 0 STORY flUtS UOufdAS-FlR-SOUTH(C=13.46) 60 4'-s' 4'-s" 0'-0' ,' 5 t/2" w�Q Y�Qy + YANG SONES TSW4ZONE (P°0 Naha A NvREa a vmD z� WIND ZONE PiHE-flR^S(TH(G�036 60 4'-s• 4'-5' } NOI61 p�mQA NOImA 30A• 10'-0' IO'-0" m'-0• 8'-1`. t" $ 1/2• J0.0• $'-J' S'-3' 8'-3' T-?' i' B I/$- 30.0 10'-0' 10'-0' 101-0' 7'-9" I- 8 1/2- 35A• 7'-9• T-9' 1. 0•• 10'-0' 10'-0" t0'-0" 7'-5' 1• 81/2- 400�• T-T 46.0 4.d 10'-0' t0'-0' 101-0" 7'-2' 1" e 1/;- 40.0«• T-4' 7-4' 7'-4' 00.0•» 10'-0' 10'-0" 10'-0• 7'-0' 1' 8 7 2' 60.0••• T-J' 7'-3". 7'-3• 8' 65.0�•• 10'-0' 10'-0" 1 10'-0" i S'-9• 1' 0 1/2 60.0•••1 7'-3' 1 7'-3' T-3" 6' 60.0 Odd 10'-0' 10'-0' 10'-0" W-9' 1' B 1 2" 60.0••• 7'-3' 7'-3' T-3' 6'-2' !' 8 t 8" _. --`___.._._... .. 7 i._ _•__.�. _ SLAT PERFORMANCE CHART IIII:(ONLY VALID FOR 1/B"SUP) SLAT PERFORMANCE CHART N:(LESS THAN 116°SUP) SLAT FOR A GIVEN MAJOMUM A.S.D.DESIGN PRESSURE RATING(PAI)AND SHUTTER MOUNT CONDITION FORFOR INSTALLATIONS WO STORM SARK PER DETAIL BELOW' CHORrf EAD.FOR INSTALLATIONS TALLATION %NOSTOROUNTCO RDETAI 2BEL W ''7C ANGNOATYPEAND FORtNSTAU.ATtONSY6'O STORM BARS PERt>ETAtL26ELOW ;! Ana 17� I f`, \ti 31 SLAT SPAN OEfL CHART IIIb 1 Dmi� CHART IIIC 1 611APCON XL ANCHOR j' r 1�WAW wMe!if]RIN.L09t6 to NW E A=In I,!,--131, �VlaRti t i FOR 5176'0 TAPCON%L ANCHOR y(N,SLAT tR£ tGotD YAVk USEAND lE16iT1YE ASAI.lA1D A�B.0.BW1D VNUE I t I 4 I i m SPAN tiAK SLAT Ini SLAT = 1Ruar t I MAX STAT SPAN SPAN SPAN m a�iw m i i F45.O� ILHW{�} ta0L11AxD Y6L SEPAMTION m •LW4x: FT 'LiBIL• F Lrc4(aF>w c�) t/z PLrnooO AND {k) 03URED TO BACK OF SIX(in) OE'Stiti TR4RRD DtLLL iXdPTRB (2)2x4"WOOD MICS Dem auto-cm Maa-wr W o SCORN BARS (L t4OAD �EIntnta-WT •Atayy-�//OUi Who STORM BARS Yn VIP.Doi SDE.Kam)t mom wom W/(SM"=a A �A A VAND 2JONES ml 4zaHEPA" .INA �N®A 1-J wm ZONE DETAIL 1(ELEVATION) T-6' T-6' 7'-6" C-7' !' 8 1 8' 30A• 8'-e' 7'-2' 7'-2• 7'-2• W-4" 1' a 1/8' 35.0- V-3' 6'-9' 6'-9' 6'-9" 6'-S" 1' B 1 8- 400" 6'-0' n'ri�6'-8' 6'-e' 6'-$' S'-1,' 1' .$t $ 48.0•d• V 10'6'-s' S'-5' W-5' W-9' t' e i w 5-9 -0' ! 5' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS V-3' 6'-3' 6'-3' S'-7" t' $ t/e" 68.0'•• s'-7• ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 80.0«• 6'-,' 6'-,' $'-,' S'-5" t" $ t $• �« 5'-s' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. vn MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF .�. — —.. . VALID FOR WXLAS. t(().0,46} THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SOURf3t1 PIIE 12(O.OS@'} SIDE OF OPENING SHALL BE 33". pwT SPRUCE Pt1E-RR-TM(G-0.36) VN7D RIR D�OUCiJFlR 913 MPINE 2( ) SLAT SPAN OEFINRRI4L •�•V/itiD iTXt 90Ui)fRH I` 10'-1]/P 1. - plwoft� FLORIDA BUILDING CODE(Non Sign Velocity Iffunkone Zone) FOR WALL MOSBR A 1 !0'-0'FOR BMD-OUf I i , •'*• O 2017 TILTECO WC% . xr Sr. i Lx- TIM,mNG�lYmN °t INSTALLATION INTO WOOD FRAME STRUCTURES' 2 a �,,�, ARA Nautilus n•� 4167 , e, Ar SHUTTER SERVICES INC. (� 4�� TILLfr TESUNG R ENGINEERING COMPANY 4W\\.. 61st itv.xw.9..yr.jos.mpma+buxom n.load 1626 S.W.E11INORE STREET 17-244 Yn t/2'0.wA00 AND - O` 4` a-motE Vt—wd).mm PORT ST.LUCIE,FL 34984 OfAletO K. '(2)2x6•w000 sRns ORl , ' ` 44A P4W-(dad)TN!-SOWp7f-NJAO' (TVP.ESW am BEYOND}t ,,,, ••`'••••«•• `t(! E$-0006719 DETAIL 2(ELEVATION) Ngn7RE/DATE `w"E"A mor"P.E ®• •� a: �•• °"� _ `'•E..st:lil%610 FLORIDA uc 144167 ad,isa>, . sxm 20.OF 26 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) mmumum A.S0. STORM BAR SPACING (FT) amem APA 14 PA7114 29 2.667' 30 3.5' 4- 4.5' 50 5.5' 6' 6.667' st 30.0 ii.-011 11'-O" ill-oll i l'-O" ll'-o" ill-0.1 11'-O" ill-011 ii.-011 ii.-oll THIS REGION IS ONLY VAUD FOR INSTALLATIONS 35.0 11,-0. 11'-0" ill-oll 11'-0" ill-ol. ill-oll ill-011 ii'-o. I ill-oll 11'-0" /I W/ 1 OR MORE STORM BARS PER SHUTTER. 40.0 11'-0" ii'-o" 11'-0" i 1'-0" 11'-0" ill-011 ill-oll ill-0" ii.-oll ii.-Ol. 45.0 11'-0" 11'-0" il'-o" i V-0" ll'-O' ill-oll i l'-o" ill-Oft ii'-o" ii.-011 50.0 11,1-011 1 V-0" ll'-o" il'-d" i l'-0" ll'-o" ill-0.1 11'-0" ill-01. 11'-0" * I*THIS REGION IS ONLY VALID FOR INSTALLATIONS 55.0 1 V-0" ill-O., ill-oll 11'-0" ll'-O" ill-oll ill-oll ill-oll ill-011 11'-0" * -IW/ 2 OR MORE STORM BARS PER SHUTTER. 60.0 1 V-O" ill-oll 11 1-o" 11'-0" 11'-0" ill-oll ill-0.1 ill-oll 111-0* 65.0 11'-0" ii.-oll ill-o.. i V-0" il'-o" ll'-O" I l'-o" ll'-O" 11'-0" 70.0 11'-O" ill-o., i i I-o" il'-o" ll'-O" 11.-0., Ill-011 111-0" ill-o" 75.0 ll'-O" i'-o" ill-oll ill-0.1 W-01, ii.-011 ill-O., 11'-0"0-0 80.0 1 l'-O" -0.1 ill-oll ill-oll 11'-0" -011 11'-0" 101-10" 85.0 1 V-O" ill-0.1 ill-o" il'-o" 111-0 1. ill-oll 11'-0" 90.0 11'-0" .,-0" ill-Oill-o" i i'-o" 11,-0" 11l-0.1 95.0 1 1'-0" i l'-o" ill-oll i V-0" ill-oll ill-Ol. 100.0 ill-oll ill-oll 11'-0" 11'=0" ll'-o 105.0 11'-0" ill-0.1 11'-0" 11 i-o,l ill-Ol. 110.0 il.-01. ill-oll ill-oll 11'-0" 10'-10" 115.0 ll'-O" ill-oll ill-oll ill-0.1 120.0 ill-o" 11`-0" ll'-011 ii'-o" 125.0 ill-oll 11'-0" ill-oll 10'-10" 130.0 11'-0" 1 V-0" ill-011 - 135.0 11'-0" ill-oll 11.-0. - 140.0 1 V-0" ill-oll ii.-011 - 145.0 11'-0" i V-0" 10'-11" - 150.0 ll'-O" ll'-o" 155.0 11'-0" 11 -0 160.0 11'-0"' i l'-o" k IL k4ov MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN % FLORIDA BUILDING CODE(Non High velocity Hoff..zm.) FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. t 0 2017'nLTECQ INC. No.44167 Naut-flus e' EXPERT SHUTTER SERVICES INC. DATE '"UJIT TESTING&ENGINCERINO COMPANY 1626&W.INLIUME STREET 17-244 PORT ST.LUCIE.R.34984 DRAT4148 ft ......... PHOW-(500)749-MG.FM-(772 671-MSO .00 SHEEr 22 OF 26 WkLM A.TRW J'P.E. PUMA 6 I I t TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM.PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(P.S.f.),&STORM BAR SPACING (ft) SECTION SI-Si(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p.sl),&STORM BAR SPACING (ft) mica" STORM BAR SPACING"gr(F7) STORM BAR SPACING"a°(FI) AN& 5. 2- 2.667' 3' 3.5' 4! 4.5- 5- 5.5- 6' 1 6.867' z 2.667' 3' 3.51 4! 4.5' 5.51 6 6.667' 30.0 kAtn A-RCM AB C.4 &BCD A.B.CX &BCD A,%CD ABCD A4%C.O I A.B.C.0 30.0 A.B.CO A.B.0,D ABCD Aaco ABC,D &B.C.0 ke.C.0 ABC A.B,C AJBC 33*0 A.A F.n A-R-Fn A,B C 0 ABCD ABCD AB.C,D ABCD A,B,C,O A.B.C.D I XB.C.D 311.0 ABCD ARCD ARCD AB,C.D A.B.C.0 A.B.0 A.B,C Ae,C AB A 4(Lo k;LC-n A-a-CM kELC D BCD A.0,%D ABCD ABCD ABC,D ARCD Xe.C.0 40�O ASC,D kBICID ABCD A.9,C,O ABC ABC ABC A A A 450 LEE n &R-CM A.B.0 D A.B,C.D AB.C.D AQ,C,D A.B.0.0 A,B,C,D ABCD A.B.0 41LO AB.C.D ABCD ABCD A.B.0 ABC A.B.0 A A A A 50a A-R-L n A-A-C.n A.BC 0 A.8,C.D A8 CM ABCD A.RC.0 A,BCO A.B:C.D -A.B.0 50.0 - A.94.0 A.Br-D ABCD A.B.0 A,8,C A A A A A I 5M A.B.0.0 ! ABCD A.8 C D ABCD &B,C,D AB.C.D A.B,C.D A.B.C.D ABC A.B.0 .0 A.P-C-Q A.B.0.D A.BC A.B.0 A A A A A A O0.0 A.B.C.1) A.BC�D A.B.C,D A.%C.0 ABCD A.O.C.0 I A.B.C.0 A.B.0 A.8,C A.%C .0 ABCD ABC ABC A,B A A A A . A A OU A.B,C.D A.B.C.D A,MC.D ABCD A.B,C,D AB.C,D AB.0 A,BC A.B.0 _ A.8 6&0 &B.C.0 A.B.0 ABC A A A A A A A 7%0 ka.c-o kamm A CD ABCD ABCD ABC ABC ABC &a A 70.0 &S.C.0 ABC AB A A A A A A 75.0 A-A C n &BCD ABCD BCD ABCD A.B.0 ABC &B A A 75.0_ A.0,C.0 ABG A A A A A A A-AC.n kp-tn ELC D a CID A,8,C AA-C ABC A A A a" AB,C A.8 A A A A A - 05.0 Anen A BCD BCD BCD ABC A.B.0 A A A 65.0 ABC A A A A A A - go,o kwc-n ka-an BCD A.B.0 A&C &B.0 A A A A mo- A.BC A I A A A A .0 A.B,C.D AB.C�D A 8 C.D A.8 C A.0,C &B A A A A BSO I A.B.0 I A A A A A 10111.0 A.B.C.D &ILCD B.0 0 A.B.0 &IKC A A A A A 100.0 1 &B.0 I A A A A 105.0 ABCD ".C.D 0.B.C A.B.0 A.8 A A A A A lou I A.8 I A A A A 11MO A.a.r-,n A-R-r-n A.8,C A.B.0 A A A A A A 110.0 A A A A 8 3' B C-0 rA, &-C D ELC D ,..0 D "C 0 RA �2C 0 0 A "D A .0 85 95 00 k'05'0 '0'0 11&0 &Rtn A.A r.n ABC ABC A A A A A A I t&O A A A A 12..0 A-A.0 0 A-FIC A.B.0 A's PA A A A A A 120.0 A A A A :D 1 0 A.B.C.0 A.B.0 A.B.0 A A A A A A A 120.0 A A A - I , A.B-C.Q A,%C ",C A A A A A A A 130.0 A A A - 1 .0 &R.C.n AB,C ABC A A A A A A 135.0 A A A - 1_, AArn kpc A's A A A A A 140.0 A A A - D I= 1 1145.0 A A A 6B.C.q AB,C A.8 A A A A - A.� - A A A A A .D ��; 1 A 6 150.0 A 155.0 1 A.B.0 A.8 I A A A i A A A 55.0A A I IWA I A.B.0 I A.8 I A I A 1 1150,04-Al A I I ANCHORS TYPE LEGEND A .3/87o CARBON STEEL KWIK BW TZ EXPANSION ANCHOR W/ 2 1/2- Min. EMBEDMENT*& 5' Min. THICK POURED CONCRETE (f'c - 3000 psi) B 3/8"oxl 1/4" POWERS CALX-IN ANCHORS W/ 1 1/*' Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & 3/8*!3-16 MACHINE SCREWS C 1leox3le ALL POINTS SOLID-SET A. ANCHORS W/ 7/8' Min. EMBEDMENT*TO POURED CONCRETE (f'c - 3000 psi) & 1/4".-20, 18-8 STAINLESS STEEL MACHINE 4416;r FLORIDA BUILDING CODE(Ncn High Veloceitty Hurricane Zone)- SCREWS 02017 TILIECO INC Nautilus u til us DANAM or L, I 1 1 - D 5/16*o ITW/BUILDEX TAPCON ANCHORS W/ 2 1/4" Win. EMBEDMENT*TO POURED =71 It G 0 INC. 03~17 CONCRETE (fc - 2899 psi) EXPERT SHUTTER SERVICES INC. TIUJT TESTING&ENGINEERING COMPANY .w. 1626 S.W.MIUCIRE SMM -244 17 ...... PUI?r ST.LU=FL 34984 ttlm DPAVM lb EMBIEDMENT IS BEYOND ANY FLOOR COUNG FINISH L E6200067m; MOff-(60s)749-906,FAX(M)671-0M ,Lk.MIX Jr.P.E. I SHM 23 Or 25 P.E. S k-If 44167 iom SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALLMOUNTING MAX. SPAN(M 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(Fr) MAXIMUM MULLION S MAX. AS& WN" 4-A'XI/4-MULLION Gt 49x8"xl/4"MULLION C72 4'x7511WTHtCK(3W FLANGE)MULLIONr AMID- WAXIMUM @ 4'x6-x1/4"MULLION Gt 4`k8 x114"MULLION4*xrxlt4'THICK PAM DESM MULLION MULLION (BRAXMIMUWON WSM SPACM prasm VACIN(I Ift)0 (9Z.) ROM (Aa-) ORIENTATION#I #0TI ORENTATION 02(Q)T ORIENTATION it (At ORIENTATION 02(0) ORIENTA71ON 11 ORIENTATION ft(D)t ORIENTATION#1 WI ORIENTATION 12(G)t (mEwrAmN#I t#t ORIENTATION 02 ORIENTATION 12( END INTERIOR I END INTERIOR END INTERIOR END I INTERIOR END END I INrmw INTERIOR END INTERIOR ENO INTERIOR END INTERIOR END INTERIOR 30,0 2W-Q" 7'-10* W-r 7-3* 12'-W W-4^ 10'-7* 8'-G* 12'-G. 9,-B* T-1- 12'-8" 20'-0' 7'-10' 9'!8 -—7'-3- 12'-0' g'-4' 101-7* 8'-3"-—12'-$' 7'-6- 12'-6- 3u W-O' 7'-4" 9'-3* W-S* Il'-w -F:V- IVZO, 7.-7. 12'-6" 81-11" V-1 I' 12'-Ir 3U 2W-O' 7-4* 9-3* W-91 III-Sl w-r 101-0* 7'-?* 12'-$* 6�11* 127--V 40.0 W-O' W-10' -IV 67---4f 10--11' W-1- W-7* r-r 12*-6* 8*-5* 6'-V 121-6* 40A 201-01 61-10, 81-10" 6'-4' 101-11* W-11 7'-3' 12'-8" 12'-S" ----F--2-* Ir-S' V-3" r-i i� 12'-8` 440 20'-0' 1.-6. W-61 51-8" 101-e 7'-S" 91-3" V-11* 12'-6* 71-11, 61-2m 12@-6" 40.0 2V-O" v-s* 81-V 61-V IV-$, ma 2V-W 6-2* al-r W-O* 91-11, 7*-4* 81-11, 61-71 121-61 7'-4F— W-11' 12'-6* ou 20'-0' V-2- 8*-2* 10'-2' 7'-4- r-11, V-3. 12'-8' V-Ilm 12'-6" 7- ED W-11, 7'-11' 5-9. 1'-7- 61-3l 12'-4' 6'-6- 6'-7* 2�--6' au 20'-0' V-11' 7'-I1' V-9" 21-10" 7'-0' W-7* 4'-10` 12'-4' V-7* W-O" v-Q* 71-9* 51-6* W-61 6'-4' r-s" 6-2* 12*-0' a-ZiF--—W-6* —12'-6' ODJD 191-5r, W-91 7'-0' -6- 9'-8' V-10' W-V 4'-S* 12'-0* 51-6* IZ-61 G&O 18'-4" 51-9 7--9' r-Ir 8'-4' 1'-4- 1'-4- 61-2 lI'-lw 6'-4' 5!-6 r 12'-Illm 054 18;-4- V-9 7--9- 1 5'-4- 9--7- 1 V-10- 8'-5- 4--6- V-6 1 12'-6' 70A 17'-4' W-S' , r-er W-4* 8*-2* 6*-;r W-2* W-2* 11'-9' 61-3, 51-6 12'-6*_ 70A -41 I.-B. 7*-V W-4r al-S' 6*-I0r I W-4' v-8* Il*-a* W-6 127-0 73A 16'-8* 5'-9" 7t-,r 1'-4- 1'-0' 6'-3- el-r 11'-7* 6'-3* 5,-6 12'-5'_ 75A 161-w I.-I. 7--7' 5'-4- W-10" 8'-3* 4.-8. 111-71 51-6 lr-5* WA 151-9* w-S" T-7" 27-4* 71-10r W-3* 7'-IW el=r W-V 1 V-3* W-5 12'-4* a(Lo Ir-O' W-S* 5-4' 91-c W-10' al-r IV-8. ill-e* 51-8 IZ-4* 1'ome 6'-2* ill-s* 61-3* S'-6 12'-3 1 WA 151-0" " 1. F— ED 151-r 1 51-91 7'-7* 5'-4* 7--l' 6'-3" -,. 7'-7- 5--4- -1. 6!�!Om 8'-2" 4--l' Il'-S' 6 12'-3 9060 14'-2' 1 V-10* 7'-7" V-S' 7'-9' 61-41 7--9' 6*-3* 11'-5' V--e W-7 121-3 9" 1*'-2" 51-10, 7--7' 51-51 T-r W-11, 8,-3* V-10" Ill-s* W-1 - ir-3 2" 13l-5* 5--lo' 7*-7* W-v T-9 -7—9 --W-_4 1 l'-v W-51 w--8 121-3 9" 13,-v 5'-10- 8'-3* 4'-I1' 11'-S` 51-8 12'-3 100.0 Ir-el W-11, 7--7' 1'-7- 7--9- 7--9' 6-4' 11'-5` 61-e 5`-9 12'-3 lama IZ-91 51-11, 7'-7- V-7' 9'-3' T-O" 8-21 S'-O` Ill-S, 51-9 127-3 toeA 12�2' 61-01 7-7' 51-7* 7'-Ir 6e!-7* 7'-9* W-S" 11'-5` W-7* W-9 12'-3 IOU 121-21 61--0* 7'-7- 5'-7' 91-31 7--1' W-2* 1.-1. 111-5" 5'-9 12'-3 110.0 11'-7* 6;-0. 7--7' r,.-,. 7'-9w 6.-8. 7-9, 1.-8. 111-51 V-8. 5'-101 121-3 11104 11-7' .-0. 71-1. W-8, 91-3* 7'-2- W-3" W-3* Ill-s" 51-10* Ir-3 P WATIO 7 7.-4 _2 5- 1154 6'-1* 7-r 51-1. 7'-9" 61-9* r-v V-7* W-5* $.-I. 5-U' I2'-3 11" Ill-I* 61-1. 7*-7* 5*-9* 9*-3' T-r W-3* W 4*- i1'-S' -IT 12*-3 I20.0 101-81 V-i* 7'-6* 1 S'-9* 7'-9* I W-10" 7'-S" 6.-7. 11-51 6'-fb*- V-0. 12'-3 120A 101-81 7'-8" 5'-S" 91-3, 7'-3- al-v 11-5. 11'-S" V-O* 12*-3 '-7* ._7* 121LO 10'-V W-2- 1'-7- W-10" 7'-10' 7*-W 7'-10" W-W ii*-s* T-o" $--1* 12'-3 12&0 r W-2* 7'-7- 51-10, W-y 7*-4' W-31 61-9* ll*-Sl w-l* iv-3 13" 9*-101 fio-3* 7'-7* 51-10, 7--9- 7'-0' r-91 12'-3 -i-im—o 9-10- 6-3- 7'-7- 51-10" 9'-3' 7*-4* 1--2- 61-9" 11'-S" 6--l' Ix-3 13" a,-S* V-4" 7'-7' 51-11, 7i-10r 7*-2* z W-51 7-2* V-r I27-3 13" 91-51 fi'-4* r-?* W-11, W-r 7'-S' W-r a,-IO- FI 7-5. W-2' 12'-3 140A) g'-I* 1 6'-4* 7*-7* 6'-0' 7'-10' r-3* ;E!,02; 1 7'-3" V-3' 12'-3 1404 6'-4- .7'-7- 6'-0' 1'-3- 7.-6. 81-3. 61-11* Ill-S, 1'-3- 12'-3 148.0 W-iw 6*-5* r-6" V-0, 7'-Il' 7'-4'- 7'-S* V-11, -TT7---V— 7--l' W-3" 12'-3 t4aA 81-10, 61-5* 71-61 61-0* W-31 r-el al-r 61-11, 111-51 6-3* I27-3 1 W-S* 61-6* 7'-7- W-i* 7*-8* 'r-V r-v 'r-cr 111-5" 71-51 15" 12-3 -,. 51-61 7'-7- 6--1' 91-3, 7--l' 81-2" 7'-0' ll'-S' -4* 12'-3 V-3. R. 1 7'-7- 6'-2- 7'-S' _7C—V 7--g- 11--5- r-S' V-5* Ir-3 155.0 7'-?" 6'-2" 81-21 7'-1* ill-5' 61-51 12'-3 W-2-_ 7--Bw 71-7w Efl-g' T'-2" 11'-5* F2.:-7- 7N�Qw 6'-2o LEaiLL-lza: - � -L-Z:a' I iv-s* I w-6' S:Z •MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ND MULLION ................ INTERIOR MULLION 5111 0 ad, % 31; J . .. FLORIDA BUILDING CODE(Mon High Vilocity Hurricane Zone) A 02017 7ILTECO INC. Nauffilus DRAWN W. LC. MULLION SPACING:'IS' 08/24/17 OAK EXPERT SHUTTER SERVICES INC. 1626 S.W.BILTUCRE STREET 17-244 7ILUT TESTING&ENGINEERING COMPANY —: PORT St.LUCE FL 34984 a-mou:tatecoccol— DRAWING Na EB-OW6719 f'm- 1pt -Agot WALTER A.Tmur J, PEwsmr . SEAL/SIGNATURE/DATE MORMA UC.If 4411JI SKEET 24"26 SCHEDULE1b SCHEDULE 20 FLOOR TO CEILING(TRAPPED)MOUNTING MAX.SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX.SPAN(FT)FOR ENDAND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(b.9.E).&A 1744 MAX.MULLION SPACING(ft) DESIGN PRESSURE RATING(P.S.F.L&A 12.4"MAX.MULLION SPACING(FT) MAXIMUM MULLION SPA (F1) IMUM MULLION SPAN(Ef) MAX ti> MAY. Mum I�4"x6 x174'MULLION G1 4"x8'xl 4"MULLION G2 4'xTx1W THICK(36 FLANGE)MULLION la A= VAXWWt 4"yi8 hc114°MULLION G{4"x#)x114'MULLION FL NGE)MULLION MUMRRN6 ( RJaW 'SPAM (p,4,{•) OFaENTATtON/i ORIENTARON 2 °RiENfAmoN i CRIENIATION f2( ) ORIENTATION I ORERTATSON 2( ) ) • ORIENTATION#1 CRIEWAMON 2 ORIENTATION i ORIENTATION{2 Q) ORIENTATION/2 ) END IN1ET" END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR END INTERIOR END INTE80R END IHRINOR 30,0 12'-0' it'-7 it'-6' 9'-9 !2'-8' 22-6' 12-6 !O'-7 12'-a` 17-8' jW-11 /2'-6• 30.0 12'-D' 9'-8 it-6 9'-9` 12'-6' /2'-6' 12'-a' t0-T 12'-fi' 4t'-3` 12'-6" 360 12'-0' 10'-T 10'-11' 9'^2' 12'-e' 12'--8' 11'-11' f0'-0' 12'^8' 12'-8' t2'-6" 38A 17-0' 9'-2' 10'-11' 9'-2' 12'-6' 22'-6' 40A 12'-0' 9'-t0• IV-5' W-9' 12'-6" 11'-@' 11'-Y V-6' 12'-8' Iv-10, 12'-8• 40.0 12`-0' B'-9" 10`-5' 8'-9' 12'-6' i{'-8' 11'-4` 9'-8• 12'-6' t2'-6' faA 1Y-0' 9'^J' 10'-1' a'-4' 12'-5' 10'^11` 10'-N` 9'-i' 12'-6' ti'-2' 12`-8' 4aA 12'^0' a'-4` 10'-1' 8'-4" 12'-5" 10'-11" ID'-it" 0'-1' 12'-6' 0`-0' 12'-a• am 12'-0` 6'^9' 9'-8' 6'-1' 12'-0' 10'-4' IV-7' a'-9' 12'-6- t0'-7" 12'-6" a0,0 12•-0• 8`-t" 9'-8' a'-I' 12'-0" IW--e IO'-7' V-2' /2'-Y 8'-6' 12'-6' 66O 17-0' 8'-4' 8'-S• T-10' it'-8• 9'-10' 10'-3' 6'-8• 12•-6' 0'-i'. 17-8' 5a.0 12'-6' 7'-10` 9`-5' T-10` 11`-a' V-10" 10"-J• 8'^6` 12'-8" 8'-T' 12•-6'TOA 12'-0" 6'-0' 0'-2' T^0' 11•--4" '-Y 9'-11' 8•-3' 12'-8' B'-7- 17-6' 80,0 12'-0' T-6' 9'-2` T-6" 11'-4' 9'-5' 9'-11• 9"-Y 17-9' T-8' 12'-Y WA IV-W 7'-Ir a`-i1' T-2' it'-D' 9'-1' 9'-8' a'-a• 12'-s• W-3` 12'-6` 93A 12•-0' 7`-2" 8'-it' T-2• ii`-W V-1" 0`-8• a'^O` 12'-6' 7-5' 12'-B` 70A '12'-0'- T-4' 8'-6' °'-11' 10'-8' 8'-9' 0'-5' T^10' 12'-6` 7-212'-6' TOA 12'-0' 6'-it' a'-8` 6'-11' 10'-8' 8'-9' 0'-5` 7'-10' 12'-6' 7'-2' 12'-8' 7SA_ t7-0" Y-t" 91-6` 6'-8' t0'-6' 8'-5" 9'-3' 7'-8` 12'-6' V-7" 6'-tt' 12'-6" 76A !2`-0' B'-8' 8'-8' C-81 10"-8' 8•-5' g'-3' Y-6' IY-6` 80.0 IV a'-11" a'-4' 6'-5' 1D'-3' 8"-2" 9'-0' 7'-5' =121_618'-4�'' 6'-0' 12'-6" ap.0 12'-0" 8'-5' V-4• a'-5" 1p'-J' B'-2' 0'-0' T-5' 12'-B' 6-8' 12WA t2'-0` a' 8' a`-V, 6'-3' 9'-9' T-11' 9'-f 0' 7•-2' 1' a'-8' S2'-s` 660 17-0' S-J' 8-Y 8'-3• IV-t' 7'-it' a'-10' T-Y 12'-8•BOA r7-0' 8'-6' a'-tr 6'-i` 9'-2' T-8' 8-8' 7'-0' 1p' W-4' t2'-8' BDA 12'-0' B'-1' B'-0" 6'-1' a'-11' T-86-8T-0'12'-0' 8'-4' 7'-10' S•-11• 6-a- 7'-S' 8•-6' 6'-l0' ` W-2` 12'-5' 08.0 ti'-0" 5'-it' T'-10' W-11' 0'-8" T-6' 8'-6' 6'-70'106,0 /2-8" 6'-2` T'^8` 5'-9' 6'^3' T-8' 8'-J' 6'-B' ' 6`-O• i -8" 1p0A 12'-0' S'-9' T-8• S`-9' B'-T T-4• a'-5' 5'-9'i V-0• -7'-7' S-8` 7'-10' 6'-9' T-0' 6•^8• ' S'-0' 2'-4` 100.01 17-0' 1 V-41" 7'-1• 8'-3' S'-J' 11'-6' 5'-10• l2'^P SCHEDULE 16` (LIMITED LOAD MULLION SPACING&SPAN INSTALLATION) SCHEDULE 2b` (LIMITED LOAD MULLION SPACING&SPAN INSTALLATION) FLOOR TO CEILING SCHEDULE l b'(TRAPPED)MOUNTED MAX.SPAN P IN END NTER)OR MULLIONS FORA WALL MOUNTED MAX MOR FOR END&INTERIOR MULLIONS FORA GIVEN GIVEN A S.D.DESIGN PRESSURE(D.s.f..AND FOR 174Y'(CASE 1)&8'-0"(CASES Is&II)MAX.MULLION A.S.D.DESIGN PRESSURE RATING LION.SPA FOR t2'4"(CASE it&8'-Q"(CASE ii)MAX. MULLION SPACING ft' SPACING ' MAXIMUM MULLION SPAN (Fn MAXIMUM MULLION SPAN (FI) wx Ai1]a i LION YS/ff G3 2'%7'x114'THICK mou" OEM ow.) 1PAi�1 �t f CK r7ir,ORN'THICK tISv4lAIN Ot�m! momm G 4-) t1W tCK 4MULLION WXilr RANMICK MULLION A:.0. ( fw= MULLION man M. aRLNaaTu+I RANTAOW 1 NxrA�1/1 t48xratxN , RA (R)• MULLION t # � _ G1 4 xt)'ni 'THICK RANG CASES Rimm (to° Eft _ (Q)t (fit mmo (fit (0)t U�uoN ENo : INTERIOR Exo �I INTERw N (0)# tl (0)t IOR END INTERIORINTERIOR KMRWR END INMITOR N2ERIOROitE 730.° 12-0 12'-6' f2'-8' 12'-6' - !1'-0" 30.0 12'-0' 12'-6' 12'-6• S2-6• r 2'-81 T-D'o 36A 72'-0' - 12'-6' t7-B' tt'-ti' 12'-8' 21'-0'35.0 97-0' 12'-6• 17`-11' 17-6' - ti`-6' t ( -40.° 12'-0' 12'-6' 11'-8' 11'-4' 72'-6'40.° 12'-0' 17-6' 11'-4' 12'-6' - it'-0" 40.8 IV-O 12'-5' 10'-N' IO•-11' 12'-6" 460 s7-0' 12'-S' t0'-ti' 10'-1!` t2'-6' - it'-6` �" i I CiaB! N54SE t = i INTERIOR 6oA f7-o' - 1r-o' ta•-4• 10'-7" 17-6' - u•-o. IV- Gu 17-0' 120-0' IW-4- 10'-7` 12•-6' - 11'-0" WA t2'-0', - 11'-8' 9'-10" 10'-3• 12'-6` mo 12"-a• n'-w 9'-10- i0'-3• 17-6' - 71-o" V MULLION eD 121-0' ti'-4' B`-5' 9'-11` Ir-6' 11`-0' I I 80.0 12`-0' it'-4` 8'-5" 9'-it' -12'-6' - tt`-0' - - aD8 1'-0' it'-' 9`-` 9'-ii" 2'-8' - 1 WA t •-0' N'-3' 9'-a' 9'-11' t7-6' - 11'-0` 30A 9-0` 9'-0' 9•-0 9'-a" 9'^O' 30.0 $'-0' - 77-6'. IV!6' 17-6• 12`-6' - i1'-0' •g• •S• ..360 '8'-O' 3aA 8'^0' 12•-6' 12'-8' I2•-8' 12'-6- - i1•_0'. L 40A 8'-0' - 9'-0" W-0' 9`-O' 9'-O• 40A 9•-D` - 12'-6' I2'-6". t7-8' IT-6' - ii'-O' �JLLION SPACING:"S" 460 8'-0' .s'-a' 91-0" 9•-a" 9'^0• _ 0•_a• UAL SOLD 8'-°• - 17-5' 12'-6• IV-6• 12'-6' - ri'-a' aoA 8'-a' 9'-0' 8'-0' 9'-0" 9'-O' a" 8'-0' - t2'_8• y7-fi. 12'-)' 12'-6' - ii'-O" a6A 8'_0• q•-0• q•-0• W-o* 9•-0• _ q•_g• am e'-D- 17-6- 17-6• I1'-8' 17-s' - 11'-0' •MAXIMUM MULLION SPACING SHALL BE SUCH W.0 a'-0• - s'-a' s'-o' 91-0' "-o• - s'-0• a0..0 8'-0' 12'-Y 12'-2" 11'-4' 12'-2' - 12'-0" fig' a" a`-6' - a'-O' 9'-0' 9'-0• 9`-D• a" - - 1 -p' 1 t•-4' 12•-" - i'-' THAT MAX.ALLOWABLE SLAT SPAN FOR THAT 30.0 e'-o' s'-o• s'-o' s'-o' s•-o' s'-0• DESIGN LOAD SHALL NOT BE EXCEEDED. 70A e'-0• - s'-°" s•-b` 9'-0" 9'-°• - s'-°• 3&0 8•-0'. - 9'-0` 8`-O• 4'-0' 9'-0' 9'-0` 760 E'-D` 9'-0' 9'-0" q'-0' 9'-0' _ g•-6• 40.0 a'-p- 9•-0' s'^o' s'-°' s•-a' s•-o` t MULLION ORIENTATION IS AS SEEN FROM THE b0A a•-o' s'-o" •s•-o' s'-0" s'-o' a•-0' 45A e'^D• B'-a' 9`-0` 9'-0- 9'-a' 9'-0" OUTSIDE(EXTERIOR)OF R' T '•: 60.0 W-0' s'-a' 9'-0' T-0' s'-a" _ 9'-O• ��{{����yy }} 9D.0 a"-0' B'-0' 9'-0' 9'-0' BOA 8'-0' 9'-0' 9'-0' 9'-0' 9'-0' - 9'-0' \t/r�F°'-••,"„ C�•�'". BOLA a'-0' - 9'-0' 9'-0' 9'-0' 8'-0' - 9'-0• SOLO -8'-0' 9'-0' 9•-0' 9'-0` T-0' (�/" _ 1060 9'-G" '-0' •_0• •-0• -0' G1�a mA W-0' 9'-a' s'-a' 9'-a' 9'-p` - 9•-0' ,�\ 4:'�•'s*�, FLORIDA BUILDING CODE(Nazi High Yalacitq 8urtica0e 7A=) 70.0 8'-01 &- V-O* 9'-W 9'-0' 9'-CY" - B'-0' •" �� w` 1p ton 11L1EO0 INC Nautilus vRANlH Bw 760 e'-o• 9-�a• Mg-O, - s'-o• •� . ciilIlil$SOA 8 al 9-0' - 9'-0•BeA a_o' e 9 - 8-°° N'.9 f RaIIIBgS6aRlDr3psMm oa/2a/NT52 - s'-0' :. \ ■� L®iNC' - DATE BSA s-o' 7 a - e'-0" ~ �' •• ,Q ' \\\ TIWT TESTING IE EN4INEERIHa CONPANr EXPERT SHUTTER SERVICES INC. '-0' 7 • - 9'-` S�ft '1. y• r i +us+wa awe se,sa.. .we a ewms,n s»ea 7 628 S.W.BttTMORE STREET 17-244 'NOTE:USE 8'-07 IF ANCHOR CONSISTS OF HILTI,.INC HUSH SCREW OR POWER FASTENERS, ���" �'SNI li oa.�IE�Itt�ee000el.camISI t°j 740-=6 F,�n=a 71-0990 MAI N° �* 1 WEDGE-BOLTANCHOR.SEE SCHEDULES 1&2O SHEET 10A ��''^ :•'•'A' EB-0006719 mvmw. m ane. a u WATER A.TfLUT Sr.P.E SHEEr 25 OTE P.E.SEAL/SIGNATURE/DATE R.OMDA 1' d 44167 °°,rml a SCHEDULEIc SCHEDULE& 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(ms.ft& A T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.).& AND 7'-0"MAX.MULLION SPACING SPACING(ft)* (FT)' MAXIMUM MULLION SPAN(M MAXIMUM MULLION SPAN(M lax A= AS& UM" 4-xS'xllr MULLION 4'�KS"xlfV MULLION 45rxIf4'TH1CK Dow mkv" (§)4xftl/4'MULLION 4"x8"xi14"MUW0N @ 4V'xl/4*THICK(3,r FLANGE)MULLION an= I. 1AXJJDN Mum FLANGE)MIAUON PANIQ SPACM PAW spmw (P-0 ORIENTATION it (c4tj ORIENTATION#2(G)t ORIENTATION it f#TI ORIENTATION 2(n)t ORIENTATION 01 CRENTA11ON 02(9)T I ORIENTATION 01'(#t ORIENTATION#2(0)t ORIENTATION 01 64T ORIENTATION 02(0)T ORIENTATION#2(0)j END I Bt END INTERIOR END INTERIOR I END I-)NMWR END END I INTERIOR 7 INTERIOR END INTERIOR END INTERIOR END— INTERIOR END onum 72�-S* --TR�-6* -36A ?'-D* 12'-6. 12'-$" 12'-6' 12'-6* W-11" 12'-8' 12*-6* 1 12'-6' 12*-6' 12'-6* 12'-6* 77--V- 12 V 12 12.-'. 12'-B* 12*-6* 12'-6* 12'-6- 12'-G' Ir-al 354 7'-0* 12'-V Ir-S' 12*-6* 12'-r.* 12*-8* 1f-6" 12'--V I If-6* 12*-6' 12'-S' IT-61 ma - 7'-D* IZ-r IZ-6" 12'-Ir 12!-6- 12--g- 12'-6- Vr-f 12'-6* 12*-V 12'-V 40L0 'r-01 121-81 121-6o 12'-6' 12'-1' 12'-8' 12'-S' 12'-B' 1 12'�Ilo ve-6* !Z�84 12'-G' 40.0 I 7'-W Ir-'. 12'-r 2--8- 12'-B* 12'-6* 12'-6* 121-V 12'-6' 12'-V -TO.-O— 7'-0* 12'-5- IV-0" 120-V 12'-S' 12'-6* ir-w 12'-V I 12'-V IZ-V 12'-6' IV-8" 4&0 1 7'-0* 12'-e" t2'-W 12'-6' 12'-W 12*-r 12'-6* !! !2z'-6* ir-6r, 12'-6r ve-S, --K—O -7--W -12'-8- 11'-7* 12*-V 121-61 12l-eo 12*-r 12'-S' ir-6' 12'-0' 12'-G' ma V-1- 12'-r W-7' '_6. 12'-G' 12*-6* 12,-6* 12'-8* 121-6* 12'-V IV-61 a" 1.-0. 12-81 111-31 121-6" 12'-e IV-51 12'-3' 12!-6' 12'-8" 12'-6' . 12'-S' ix-e 71-0" IV-$" III-v 12'-e 121-61 12!-8" IV-3" 1 12'-V 12'-46e' 12'-V IW-V 40A 7'Zw&* 12'-6* I0'-I1* W-V W-61 12'-6' W-111 12*-6* 12*-5' IZ-5' 12'-6' 12'-6' 71-01 lr-e* 101-11, 121-6* Ir-6* 12'-8* 11'-11* 1 12'-V 71-1. -6* -7' 12'-6' -6" BSA 1. 12'-6' 10'-B' 1 12'-1' ce-61 12'-S' 1 V-7' 12'-S* t2'-6' 12-6" 12'-8' 12'-6' Ir-S, 101-a" V-11" 12!-V I IZ 11' 1 12, IT 12V 70A 7*-W I2'-61 1w-v 11'-6• W-6* 12'-6* II*-y IV-61 12'-e 12*-S' 12*-6* 7'-0' Ir-s' 1w-v Ill-a, 12'-S* Ir-o* 111-r 12'-6* 12*-V 121-V 7@-0* 12'-1' IV-2" 10'-11" 12'-6* 12'-6* ill-01 W-11" 12'-$" W-G' 12'-B" 121-6" 7&Q 7'-0" 1 12'-1* 101-21 iol-il" 12'-0" 12'-e" 11'-0' 12!-V 12*-V 12'-6* 12'-6' W-W i r-r aU 7-e 11'-6* 91-11* 101-6* Ir-e 12*-C ac r-o* 111-w 91-111 Io`-S' 12*-4" 12'-S' to-10, 11*-5' 12'-V 121-e --W-111 Ir-r 85.0 7--0' 111-0* 0.-1. 10'-2' 12'-1' 12'-S' W-01 W-11" 12o-66 11"-4` 12*-6' IV-2' 12'-1" 12'-6' 10'-7* 11'-0" 12'-e 1 V-4* 12-6' T-O. 10`-7' W-7" 9*-16" 1V-10' t2'-S" 10'-5' 14W-W 12'-V 12'-2' Iw-IO* I:V-6r 90.0 71-0* 10�7' 9'-7' V-10* W-lo, 12'-5* IW-5" 16-8* 12'-6* 1cr-1101 Ir-e S&O 7'-0* 10'-2' 91 10'-2* O.-S. I.-,. it 1-7* 1 V-11' 10'-2' -1. 12'-V 101-5* 121-6* -5. 91-6o 1 V-7p W-11" I IW-2' 10'-4' 12'-B' 1 V-9' 101-V 12'-6' 0&0 two 7'-0" 91-1cr 91-31 91-Y III-S" 111-87 IV--v 10'-11 12'-V II*-v IV-1- 12'-6" IOU 7 0' 91-1w 91-3* V-31 111-v it'-6' Io'-O* W-11 Ir-e 101-1* lz--r IOU 7*-0l 9.-1. 91-11 W-3, 11*-2' 9'-10• 9'-I0' 120-6- 12'-8' IQ" S-1, 11-3" 11 9'-10' 91-10" 12,-61 9'-8' t2'-8' 1110.0 7*-0* V-1 I" W-10" 111-1" 101-10* 9,-9* V-7- 12'-S* I(vf-q 9-5" 12'-4r it" 7- 9,-3"-- W-11" V-10" III-I, IV-1w I.-,. 9-7" 121-V -91-5" 127--6* F2 2 2:6' '-a. 12' 2 2 2'-6- 2--a- '2- a- 12--- 2 12F 2'-.. 2'-.- -6 2 1. '2 '2 12-a. I. 1 2;S6' 1 1'. 1 2 a. '2' -7 2--l' 6' '2 3 2 2 '2' V2 2 I'_5 _3 JI&O 7'-0' 9,-0, Ir-10* 8`-7' 10"-Ti" IW-7' 9*-7' 0g-51 121-V 10'-5' 91-11 12*-8' 1 1115A 9-W' 12'-r 120A r-o* 81-91 a,-a, 81-51 101-91 10'-Z' 9.-5' 9'-3' 12'-0' IW-2' 0'-10* 12'-6" 1 1120.0 7'-0* a -3* 21-5" 9,-3* F12'-6o 91-101 Ir- -9 a,-a" to, I IV 125A r-01 W-S* 8'-7' a,-i" 10'-7' IW-O' 9'-4' 9,-Io 12'-V W-110 8*-7' jZ-4r 1 12&0 1 71-W w-S" 8�7* W-2' lw-lo Iw-e i2r-w Ir-o' -6'-4- 1'-5- 101-61 W-0 1'-2- W-W 12'-8' a'-5- 12'-G' 130A 7-0 1. a,-W 12'-6" r-S" 12 '2 3&0 '8-2'— 8'-4- —r-9- 10'-4- 9-1 v-`91 12'-6- 8'-2' IV-61 7 W-21 8'-4' 7--9' Iw-r 9'-7* 91-1* W-a, 121-6* 8*-r Ir-or* 9-7 a, '2'-6- a.-O. 12'-6* '2'_6' 7'- -0. MA W-3* r-7' 10*-1" 9'-4- V-0. W-7' 12-'. 1--3' 7'-7- 10'-3" 1'-4- a'-7- 12'-V -01 7'-S" 91-9` ir-2, 81-10, 9*=2' 7'-10" 12'-r 7*-r 7'-16' 8'-2* 71-5* IV-11 ir-2* a,-Io' W-W 12'-4r 71-10* Ir-Ir 14&0 7, 71-10, W-r '- 1 1 -' 1 8"-11" — 1. -1�2-6—' 71-0" 7--l' $*-1' 7--4- '-6- 7'-0" 7,-8* V-4* iw-o* -0. 8'-4* 12*-S* 1110.0 W 1;2- V-8 12 '-1. W-01 T-2' -7--Y' a -6- 12-6w 1 7'-0' 7-8' 8'� 7'-2' W�10` -je�-I� $.:S* 8 7*-r 12'-V Z Z- _47� ve-v F21,00H 77-1 1'- -a" a a 7� -2- 1 w L 7-S* 12'-6* im 7' Im 2:z� 9'-9' 8'-B' MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. ND MULLION INTERIOR MULLION FLORIDA BUILDING CODE(Non lFrigh Velocity Hurricona Zone) 0=7 TILTECO INC. AIN Nautilus UPft AA MULLION SPACING:"S" IL Ecolm. UAW % EXPERT SHUTTER SERVICES INC. TILUT TESTING&ENGINEERING COMPANY r m.�PA n 1626 PORT STS.W.I=ULTIME 34984 STREET 17-244 . FL DFAWM 140 EB-=67 WAVER A.71LUT Jr.P.E. P.E. S FtCmDA L67 2.