The URL can be used to link to this page

Home My WebLink AboutUntitled (2) P.O.# NautilusPRYLES TRIM COLOR 3 JBA SLAT COLOR Rolling Shutter System PHONE: 692-0090 DELIVERY PH 800-749-9066 -(772)871-1915 -FAX(772)871-0990 2 1 U F7AX, 692-9744 DATE: FINISHED UNIT BOX SQ TYPE OF POSITION ADDITIONAL OPTIONS BUILD OUT # WIDTH X I HEIGHT SIZE FEET OPERATOR L R 1/2/3 SWITCH HANDLE SILL TYPE LENGTH CITY 1 45.000" X1 78.500" 7-00 24,53 HAND OPERATED 2 X 2 2 45.000" X 78.250" 7.00 24.45 HAND OPERATED 2 X 2 3 26.250" X 77.750" 7.00 14.17 HAND OPERATED 2 X 2 4 61.125" X 77.625" 7.00 32.95 HAND OPERATED 2 X 2 5 26.125" X 77.000" 7.00 13.97 HAND OPERATED 2 X 2 6 61,125" X 77.625" 7.00 32.95 HAND OPERATED kX2 7 61.500" X 78.000" 7.00 33.31 HAND OPERATED 2 X 2 8 61.500" X 78.250" 7.00 33.42 HAND OPERATED 2 X 2 9 61.750" X 78.000" 7.00 33.45 HAND OPERATED 2 X 2 102 46.250" X 76.625" 7.00 24.08 HAND OPERATED 2 X 2 Ill 45.500" X 77.500" 7.00 24.49 HAND OPERATED 2 X 2 12 61.000" X 77.875" 7.00 32.99 HAND OPERATED 2 X 2 13 X 14 X1 16 X 16 X 17 X 18 X1 191 X 20 1 t. florida Building Code Online Page e 1 of 2 ' S'� s>`rF � gas �Ea y �,, SCIS Home 1 Log In $ User Registration Hot Topics Submit Surcharge Stats&Facts I Publications F Staff ? BCIS Site Map Links Search j b3 LOW%r 011.1)product Aproval .USER:Public User Prodoct AWWWQi Menu>Product or Application Search>Application List>Application Detail FL# FL17079-R1 `„ .._ Application Type Revision Code Version 2014 Application Status Approved Comments Archived ....... Product Manufacturer 1 Expert Shutter Services,Inc. Address/Phone/Email 1626 SW Biltmore ST Port St.Lucie,FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `> Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tlllit Jr.P.E. Evaluation Report Florida License 1 PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence F1-17079 RI COI EXPERT SHUTTER SERVICES.INC. NAUTILUS IMPACT PROTECTIVE ROLLING SYSTEM C.I. DRWG.15-070.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202&203 1994 Equivalence of Product Standards Certified By Sections from the Cade http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgv2aB QpHpQ Q... 6/12/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D ' Date Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 -- -._.............................._..---------.........................—'--"---... _... _._............. ........._........_.—__._._.......... .....__.._.._....__.—.._.--.._........_.......---.—.___._.......................--- -.-._------------ ...._._._... Summary of Products FL# Model,Number or Name Description 17079.1 INautilus Impact Protective Rolling System Nautilus Impact Protective Rolling System Limits of Use 1 Installation Instructions Approved for use in HVHZ:Yes FL17079 P1 11 EXPERT SHUTTER SERVICES INC. NAUTILUS IMPACT Approved for use outside HVHZ:Yes PROTECTIVE ROLLING SYSTEM DpWG.15-070.odf Impact Resistant:Yes Verified By:Walter A.Tillit PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other:Missile level"D"wind zones 1,2,3 and 4(basic protection only).Evaluation Reports Pressure rating:+160/-160 p.s.f.at 8'-0"span(wall mounted)with 1/2" FL17079 R1 AE EXPERT SHUTTER SERVICES,INC. NAUTILUS II4PACT slip.+30/-30 p.s.f.at 20'-0"span(wall mounted)with 1/2"slip.See PROTECTIVE ROLLING SYSTEM P.E.R. DRWG.15-070. df sheets 15,16,and 20 of installation drawing for additional pressures and Created by Independent Third Party:Yes spans. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 ,i The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product ��Approval Accepts: am rl ,eCic, 0 Credit Card Safe 1 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 6/12/2017 - � � \ i � ' > ' ! � QENERALflPjfS_- 0,ANC�01?3 RECUIRCO FOP,STORM BARS CQNNE:cnoNs SHALL.BE As svccoec,ON APPLICABLE SECTIONS SHOWN ON E,HEE�-9, 1. NAUTILUS IMPACT PROTECTIVE ROLUNG SYSTEM SHOWN ON THIS r8GOUCT EVALUATION DOCUMENT (PS.D.) HAS SEEN -3/8*0.1 1/4"CALK-NS MANUFACTURIEO BY POWER FASIENFRS,INC, VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH TIiE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE -1/4"OXS/4"SCUD-SET MANUFACTURED BY ALL POINT.INC, 2. THIS PRODUCT MAY BE INSTALLED,AT HIGH VELOCITY HURRICANE ZONES.DESIGN WIND LOADS SHALL BE DETERMINED AS -3/6'0 KWIK SOLT TZ MANIUFACTURED BY HILTL INC, PER SECTION 1620 OF'THE ABO�'l MENTIONED CODE,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.) -5/16"0 TAPCON MANUFACTURED BY"SUILOEX.INC OCSLG,N PRESSURE RATINGS INDICATED ON SHEETS 10A. IIA 12A.13A.AND 15 711RU 26. - MINIMUM EDGE OtSIANCE AND SPACING FO.R ABOVE MENTIONED ANCHORS SHALL.BE AS INDICATED BELOW OR At ABOVE MCNTIONED I,,*ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL $-HEET, EDGE DISTANCE AND EMSEOMENTS ARE BEYOND ANY flNISN MATERIAL. 8C FIRST REDUCED TO AS4.DESIGN WIND LOADS BY MUCTIFTYING THEM BY 0.6 IN ORDER TO COMPARE THESE EMSEDMENI'0 100". III/MAX.(A,S,D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS ICIA. IIA, 12A 13A AND 15 THRIJ 26. GROUT FILLED OR 3�8 ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D,AS TESTED WERE NOT OVER STRESSED.A '091 1/4'CALK-IN 3 !/4, 4 1/2' 1 1/4"(3000 p�i) NOT ALLOWED 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I=USED IN THEIR ANALYSIS.FASTENERS SPACING 1/4"0.3/4'SOLID-SET 3" 3 7/6,(3000 pai) NOT ALLOWED TO WOOD RAVE BEEN DETERMINED IN ACCORDANCE WITH!,CD.S. 2012, THIS PRODUCT'S ADEQUACY FOR IMPACT AND WIND RESISTANCE.HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 3/8-0 KWIK SOLT IZ 9' 4 2 1/2*(3000 psi) NOT ALLOWED 1626 OF THE ABOVE MEMPONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA, REPORT III 10W.01-08 5/16*0 TAPCON XL 3 3/4- 3 1/8- 2 1/4'(2899 psi) 40i ALLOWED AS PER TAS-201,IAS-202 AND 7AS-201 PROTOCOLS. 10.ANCHORS FLEOUIrED POR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEEts 10, IOA, 11. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED),SL--SHEET 2. Ik 12, 12A, 13& 13A, 4. ALL SCREW.",(EXCEPT END RETENTION SCREW 0)TO BE STAINLESS SLIEEL 301,OR 316 SERIES WITH SO k.i YIELD -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY IIILTI, INC, S7RENGTH AND 90 W TENSILE STRENGTH OR CORROSION RESISTANT COATIED CARBON STEEL AS PER DIN 5001S. -HUS-H SCREW ANCHOR MANUFACTURED BY HtLFI, ;NC ALL S.D,S.ARE IFER SCREWS MANUFACTURED BY FTW eUIID"t &SHALL COMPLY W/FLORIDA BUILDING CODE --WEDGE-GOtT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. SECTION 2411344, MINIMUM EDGE DISTANCE AND SPACING rOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED S.BOLTS TO BE ASTIM A-307.GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS Stul.WITH 3.6 ks,MINIMUM SHEET. EDGE DISTANCE 94D EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH. EMBEDMENT 0 )COX 6. THJS PRCDUGT SEARS U.S. PATENTS#6,095,2M AND #7.409.960. GROUT FILLED OR ANU40R SPACING 0 100% EDGE OISTANCE 9 100% CONCRETE CONCRETE BLOCK 7. ANCHORS TO WALL FORIBSIDE PAIL SHALL BE AS FOLLOWS: 3/4-0 KWIK BOLT TZ 27" 1. 4 3/4-(30C'A pST) NOT ALLOWED (A)TO EXISTING POURED CONCRETE: MIN,30DO p,.L COMPRESSIVE STRENGTH. 318"0 KiVIK SOLT TZ Wl A 1/8, 2-(.3000 PSI, NOT ALLOWED 5/16'0 TAPCON XL ANCHORS AS MANUFACTURED By ITW SUILDEX, INC. 3/8-0 WEDGE SOLT 4 1/2- 4 1/2- 2 1/2^(woo psi) NOT ALLOWED -.3/8-0 KWIK SOLT 3 ANCHORS AS MANUFACTURED By HIL"n,14C, 1/2'0 RIS-H 5=6 OR ATM MIT '. 61 3-(3000 psi) NOT ALLOWED A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: 5/3-0 Hi"SC"OR MW SUIT 7 1/2' 7 1/2- 2 1/2'(�000 PSI) NOT ALLOWED TAPCON XL ANCHORS&2 1/2 11,THE INSTALLATION CONTRACTOR IS To SFAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE NO EMBEDM INTO STUCCO SHALL BE CONSIDERED AS PART OF YHE REOUIRED EMSEDLIM. BUILDING TO PREVENT MNDIFAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. A.2) M141MUm EDGE DISTANCE(F.D)INTO POURED CONCRETE SHALL BE .*FOR 5/16'0-,AKON XL ANC14ORS&5'FOR 3/8-0"IK SOCi 3 ANCHORS. EDGE DISTANCE IS BEYOND 12,IT SHALL BE'THE RESPONSISILaY OF THE CONTRACTOR 70 VEPIFY THE SOUNDNESS Or THE STrWTIJRE WHERE PRODUCT IS TO BE ANY FINISH MATERIAL. ATTACHED TO INSURE PROPER ANCHORAGE.THIS PRODUCT SHN.L ONLY aE ATTACHED TO CONCRETE. CONCREM BLOCK OR WOOD FRAME A.3)IN ME THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE EXIST114G WALL OR FLOOR,ANCHORS S14ALL BE LONG ENOUGH ID REACH THE MAIN STRUCTURE BEHIND 1.3.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY OUILDILK-,AND ZONING SUCH PAI`RlsREGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL.ASTM C-90 14.LIFTING MECHANISM NOT PART OF THIS APPROVAL. -5/1 C"d TAPCON XL.ANCHORS.AS MANUFACTURED BY FTW BUILOEX, INC. 15. (o) THIS P I.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE iNFORMADON FOR A SITE SPECIFIC PfMJECT;i.e_ B 1)MINIMUM EMSEDME1,41-OF 5/16-0 TAPCON XI.ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT WHERE THE SITE CONDITIONS DI FROM THE P.E.D. No EMSEDW.LNT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED CMELEDMENT, (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFF.SAFM-l-OF THIS PRODUCT, q WED ON THIS P.E.O. PROVIDED ILIZ/SHE DOES NOT OLNTATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION B.2)MINIMUM EDGE DISTANCE(E,D.) OF 5/16-0 rAPCON XL ANCHORS INTL'GROUT FILLED CELL CONCRETE BLOCK SAFETY-AT SITE 15 THE CONTRACTOPS RESPONSIBILITY, SHALL BE 4,EDGE DISTANCE IS MOND ANY FINISH MATERIAL, (c) THIS P.E.0, WILL CE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 8.3) IN CASE MAT PRECAST STONE. PRECAST CONCRETE OF,BRICK PANELS,VENEER OR PAVERS BC FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHAtL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND (d)SITE.SPECIFIC PROJECTS SHALL.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MLL BECOME THE SUCH PANELS, ENGINEER OF RECORD(L.0,R.)FOR THE PROJECT AND WHO WILL SE RESPONSIBLE FOR THE PROPER 6SE OF THE Pl,D. ENGINEER OF RECOF (C) TO EXISTING WOOD FRAME BUILDING:SPRUCE NNE-FIR-SCIRR(G-0.36), DOUGLAS-FIR--SOUTH(G-0,46)OF t IS,ACTING AS A DELEGATED ENGINEER TO THE P.F_DENGINEER, SHALL SUBMIT TO THIS LATER THE sr.E spEcim DRAWINGS FOR REVIEW, TAPCON XL ANCHORS,AS MANUFACTURED BY fTW BUILDEX,ITIC. THIS P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF'HE PROFESSIONAL ENGINEER OF RECORDikXt PREPARED I]'. ' C,1) MINIMUM EMBEDMENT OF TAPCON YL ANCHORS,INTO T14E WOOD FRAME UNIT SHAI L SE 2 t/4-PMICAL THREADFO PENETRATION. 16,PRODUCT MANUFACTURER'$LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION /NO LMDEUMENt INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF TE RFOUIREO EMBEDMENT. 171043 OF FLORIDA BQLDING CODE, 8. ANCHORS SHALL BE INSTALLED FOLLDWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S i A BE PLACED FOR EVERY OPENING. USEL114G TO COMPLY WITH SECTION 1710,8,2 Or THE FLORIDA BUILDING C E. OD C.2)MINIMUM EDGE DISTANCE(E.D.) OF TAPCON Xt ANCHORS. 114TO WOOD SHALL BF.2 1/4-. EDGE DISTANCE IS BEY014D ANY FINISH MATERIAL. FLORIDA BUILDING CODE (Ifigh VeLoCity Hurricane Zor�e) C.3)TIN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS BE FOUND ON HE EXISIING WALL OR rLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SERINO 4v u SUCH PANELS. Na tflus CRL MANUFACTVPM DATE \ EiP RT SHUTTER SERVICES INC. ` Of 15 070 1626 S.W.StLTMORC STREET FiWis"'Dwwit.,G SHALL ONLY BE USED 10 STATE OF FL,ORI A -O-c:(AWL P�f1l)all-wao DRAWING N. PORT STLUCIE.FL. In-006719 OBTAIN PERMITS IN THE , 0 � , ' " | | | - '----� � � ` / y � \ } } 14 14 2 21 12 is I SIDE/END CAP (CAST ALUM. OR E TRUDED) Ex t4 2 HOUSING (BACK & TOP) .040- THICK .010 3 HOUSING (FRONT & BOTTOM) .040" Tj-IICK ro -.41 4 SPRING BRACKET 4 -.10 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTION) 8 SIDE RAIL (COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 11 ALUMINUM BASE S LAT gel 12 TUBULAR MOTOR IN 13 MOTOR BRACKET lop, 14 SPRING, GEAR & MOTOR BRACKET BOLTS 15 HOUSING (BACK & TOP) FASTENERS 16 SIDE RAIL (MAIN SECTION) FASTENERS 0-1 1, 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 END RETENTION ASSEMBLY AT EVERY SLAT 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 BOX& END CAP ASSEMBLY COMPONENTS 1114 10 , / � , ' Mox MUJ.ION''PACING Max.M;LUON SPACING W-2 II OR W-1/1 oA OR , :W-1/10 GR w-1110A OR ..._...... {SEE.$CNECaE ._._ _...... (SEE SOREE'A!.E .._... ON SHEETS 24,25&26) W- J11 OR W-211 TA OF f� ON SHF.".FIS 24.25 h 2M ^W-2111 OR W-211 IA OR I W-3/12 OR W-3/12A OR W-3/12 GR W-3/12A OR !! EAR I (G;ar(� or U7}nr' i-::_.,._W-4/13 QR W-4/13A -_.BOX j „tea .1 - �W 4113 GR W-4/13A r }p V/9 i_.. TYR, yor BOXN / SLATS _ ^ _. _te , SLAT - B. ° = ^ SITS —` / -_—"•1SLATS I LATS SLATS i N _ .- 8 i: -,-- s,_--;.. SLATS 2 c'cq '`r z": ............__-...-,.._ ' j..$�'_- B._'.._ .... OATS N _... ..«. _— +�N s Z to i i t t - _,,,_' SLATS _�` n _....—LI— ..,..__.. + ... !' ._.. SLAIS •- �......_. oSLATS z Or or or W _ — ,«; ..... .: _ ATS _ ... .S _...r _�_..._ R s — — - or _--` CA)-- or ,; [' SLAVS ,.- R8 R8 ' — _ . ___ N (Tyv.) __._..____ s. _. =R s& _ a (TrPJ ! — I -'..SLATS _ _..__ /8 R f81"i',tATS ;f" R/8 R j8 _ rEND) - u Fc Ft or r e - R/8... ,; R/8_ SLATS R 8 _._. _.._.- slurs or or or R/8 R/8 { Ra 8 ' ' + ,L ...._.__.. -..,__ _ FO 4iAt$ nTS Si. _1... ....___. - — 77:77 MAX. $T RM BAR aA..,,,G _ r W-1110 OR W-S%10A OR W-1/10c?W-1/10A OR y \ ![+' W-2/11 OR W-2/11A OR (S c SHFU'7 22) !. W-2/11 OR W-2/11A OR Q+ v/g �B W-3/12 OR W-3/12A eat (TYP.) 1 W-3/120r W-3/12A OR ? (TYF•) I W-4/13 OR W-4/13A I W-4/13 OR W-4/13A I Max. SLAT SPAN (7)(P.) Mc. SLAT SPAN ..._.._...___......______....._.._..._..._... 7_.... ($EE SCHEDULES ON (SEE SCHEDULES ON # Max. SIAL SPAN (iYc.)i i Max.,vtA7._SPAN_ k SHEET 15) SHEET 15) T$EE SCHEDULES ON ;SEE SCHEDULES ON SHEET: 15) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W-,j MULLION &--W/O STORM BARS TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION NOTE: SEE. SHEETS 2 & 3 FOR COMPONET�IS NOWENCLATURE. W f MULLION & MV STORM @ARS NT,S. NOTE:: SEE SHEETS 2 & 3 FOR COMPONENTS NOM'ENCLATUR£, PROCEDURE FOR SLAT INSTALLATION GIVEN A PRODUCT HEIGHT: N.T'S' * CSE 1: PRIJVVCT l-WiOi.T EOUAL^-F,LESS THAN ll'-O". APPLiCAOLE `0 INSTALLATIONS W/0 St,-RM HAR$,'N/ 1 STORM BARS OR W/STORM BARS& VULLIONS W,HEIGHTS U'TO !I'-G' (a) CURTAIN SHALSHALLL START W/BI SLATS AT TOP,FOLLOWED BY B2, B3. .- THEREAFTER ALL THE WAY DOWN. EACHSLAT ' � �{sppiiitTri�� BELOW#1 SLAT STSIST.HALL Le CONTINUE UNSLATIL TOTAL AI*SLAT PRODUCT NUMBER.CGHT SOCIEDURE COMFETED.2ADDING SLATS QUANTTY OF FINAL SLAT 11FF4�{.t`A, NUMBER INSTALLED BEFORE BOTTOM SI.AF®MAY VARY WRH PRODUCT HEIGHT. = it % 4 �" ✓ FLORIDA BUILDING CODE (High Velocity HuTricone Zone) (b) BOTTOM SLAT BC}MUST BE ALWAYS INSTALLED, tt 2+ r .c0.NG �J �a� 6NA: er. ja X '�py�v tt ,•. 0. LTr �� Y.4a7 * )-j,: PRODUCT HE::riT LARGER THAN T I'_G^APPL.CAD:.e TO!NSTA(LnrryN w/O S"':PM BA4 AND w/A1ul!.!OYs ; Na G��"�7-1 ,y+p� Yr/HEIGHTS LARGER THAN "'-0"' �C...•='��"""��'�"""� � ��; '� �'4►{r�one. Im1uta FrorectiveRolllr�S3srtNR OxstajTS i • (o)CURTAIN SHALL STAP,T W/ BI SLATS AT TOP,FOLLOWED BY y2, B3, ..... THEREAFTER ALL THE ANY Dt;WIN EACH .-q'.ss-�' f.,. �'� It- 7'TE5*IND&EN6tNECRING'CCaMFA(.Y EXPERT SHUTTER SERVICES INC. GATE SLAT E SHALL CONSaST OF FIA (5)SLATS OF THAT SCAT NUMBER, PROCEDt;RE FCR ADDING SLAT'S DOWNWARD :•^� �' IG26 S.W.BiLTMORE S+R'ET BELOW 1 SLAT SHALL OF CONTINUE UNTIL B10 SLAT IS INSTALLED.AT'1ER IO S.Ai'I$ INSTALLED,ADDITIONAL � d '•;F RI t rNw.(mlerl-15so,w.:(aasi5)r...,SaI 1 fS-07U B B iC �Q �p:' 1 mCf.tRecAaovl.c m FORT ST.LUCK,FL 3e984 9 B10 SLA!'S MUST BE USED TO COMPLETE THE 101AL PROOt1CT HEIGHT. tC ��Att a tv-Coan;<:v rsu ne fa(n1i>+5-sass,r<x•UTT-1 alt-nava Owxwr,nc 1 rv->5.- 4-- %.TiP A TILUT Jr.P.C. (b) BOTTOM SLAT�B)MUST BE ALWAYa INSTALLED � N�'+.f i'ktiATc' FLORIDA uc.B AATGt non sn¢KT F tlf'2u .V �} 3, it 5i Wo TAPCONS X..W1 5/16-0 TAPCQN1; KL 1/1' W1. OR IPW BUIIOEX TEK z REW�., CONCRETE F.1,48EDWENT& I"OO.-CO60-C41V ALU-14UM TUBE........... 7. M;,,.0AWL)MENT 1 W/ 1"0.0,0.060"',ALVANI7E6C5TFEI. STEEL',k*ASHE;Z 11, 24*o.c. 'Q.0,0.060"DALV TAKOn�; X�WA- "'.�hER tV 24'o,r, 24' STEEt.WPSAEF.0 2 Ift Ll 4,; 3ETE POURED CONCRETE D CONCRETE BLOC K co ETE ULOCK V,..LL REQUIRED, =.;4 OR GROUT NI.LED POUITM CONCr OR OpnUT FI1.11 WArL1LC"RFnUIRED. EDGE OF I EDGE OF L OpwN,C CAP END CAP OPENINd' CAP FX151INT; EXISTING EXI';rIN3 CLASS CLASS (BEYOND) (BF'Y'1ND) SEE ANC40R ANCHOR G': SChcDa1:S ON SHEETS 16, 17 SCHEDULE$0 SEE ANCHOR 7 n .4 In t SHEETS 16. 1'7 SCREDULE-S ON is is 0 SK-.ETS 16, 17 & A 18 . .......... _n Mi. SEPARATION SEPARATION min' S''PARATION ;i TO LASS LASS TO CLASS G TO C SEE S ....... DMIOR 'Di'aULES, 77 DMIOR (SEF FREDULES, (SEE SCHIDuL.Es. ON SHELI iS) ON Siim� 15) SHEET 15) T (E: \n/ OR 0/8 0/8 0/8 0/8 HM 0/8 0/8 PORED CONCRETE ii OR GROUT OR GROUT FILLED FI: f.D CONCRETE s ETE ICK PCuRED CONCRETE tN CONCRE St.- WAIL REOLaRED WALI REOUIREC. CON(RE17 BLOCK fV7 wAu REGu,REO. EOCE,IN)c� Exia OF OPEN OPEN NC. ................. MIN ED MIN. E.0 "-1 1/2-.1 1/2'x0.062"xCONT.ALUM. .......... 4% ANGLE V;/5/16"a WCONS XL W/ , �i.ANGLE 16"0 TAPCONS XL I POURED.CONCPEJE TAPCONS XL W/ 1 2 !/4"W, EMBEDMENT 6 24' 2 /4'Min, ENIREDIAMT % REO'D. I,Y:n. EmEiEDMEW WALL MOUNTING FLOOR/CEILING TRAPPED MOUNTING' BUILD-OUT MOUNTING SECTIONSYiwY�r,,,_ f AT FLORIDA BUILDING CODE (High Velo.--t--QM-- SECTIONS Y.-Y: BOX M-AYBE city urricone Zone) TO A WOOD'CEI1 ING FOLLOWING SPECS ON SKEET i zols ilOn"'oy- Nautus EXPERT SHU N INSTALLATION DETAILS ON EXISTING POURED e, TTER SERVICES INC. *1 -1199r CONCRETE OR GROUT FILLED CELL CONCRETE 1, 1626 S�W RILTMORE STREET 15-07D In TA 0 PORI SE WOE,FL 34984 DRAWING ft 74s BLOCK BUILDINGS %"; -7-- WILTEP A T'UT Ji,P.C. FIORIDA U,0 67 SHEET 6 or 26 SCALE: 3/16" 1" IV R L I. � � ' ' / t ' , - � � ! -------- -----------� - ' �-�� ........... POURED ............... (ia SCHEMES ON 0 'GROUT FiLLED-" 0 R (D — ("IF SCHEDULES ON GROUT E1E OR _EE SCHEDUI[S'ON CONCRETIE OR POURED ROM';!'L!El) I )om j CONCRETE OR s4cus 17& 181 ShEETS 17& 18) N =CRME ELM< ,'ONCRE'T 6I,XK i GROUT FILLEO'\ SCHEN QNV CONCR'TE 2 SHIFTS 17&is) eL0_1Kr OR 2. t,64` ff 5W SLIP 1/2". CD) /2', 1/4' ve "c Z/4" C. 1 OR oi/> STORM 8 OR t/8 OR 1/�-SLF R 1/8*Stjil �ECTIONI WZ _ARS FLUSH MOUNT (WALL) TRAPPED, MOUNT BUILO-OUT MOUNT SECTION P-P (PLAN) BUILD-OUT MOUNT $c4c,1/16� r SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS &OR @0 A ORr (Sw 4" v" 0D) 0, �4'P t/3"SL: 0 4'0�1 0R -4— SECTION 0'-Q' (PLAN) I lit7 7/4' ORIENTATION #1 G SUP R /8.Sop OR 1, SL11 R 1/8"SLIP OR 1/8 'Llp WALL MOUNT END MULLION 0' 1 (D� R 1"R OD SECTION Q-Q (PLAN) SECTION-Q-0 (PLAN) SECTION R-R (PLAN) SECTION R'-R ...... ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2 0 4'o.c. I, i. WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLI0N9'dJI,'-G' G2&:G$ I/i_3,4' Va-SUN SL. f,�Z) 2%4"OR 2"90" STUDSr-- .............................. ,4' OR (SEE SHEET 20) (SEE SCREPULE 10 OH , A (2) 11� -I AL-TERNAIWELY �"t Oti SHIP 1/4" STUDS-- 1/4`0-2.0X_ S.S. M.S. (SEI.SCKUJLE W NUT !CCTION 0'-0' (eM MAY BE uSED F CIF THIS CC)�Nj (SEE SHEET 201) It t H NEC TION ORIENTATION #2 .4 SHEEP 21) 0! 19 WALL MOUNT END INTERIOR MULLION PLYW60n ............... 6 i R I' (@2)O1C3 ............ oqi1/4'p ......... FLORIDA BUILDING CODE (High Velocity klurricone uw' jh R 4- nA 0 4'O.C. @J ON 1/8'SUP "14r, C-20IS MIrm INC. BY, Nautilus FLUSH MOUNT (WALL) BUILD-OUT MOUNT z IL ECO!mc. PERT SHUTTER SERVICES INC, SECTIONS .0'-0' (PLAR) 1z co TRA.IT TESTING&ENGINEERING COMPANY lass A. N .1 16�.d S.W.BILTMORC STREET 0 A FORT ST,LUCIE.IL.34994 D 7AW947N�j INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS F —4 WALTER A P.C. 5mc: '/4- a OF 26 14 67 I A 4 112' Min, F.D�-— 1/2' W.jn. 3/8-z Ck:KIJN ANCHORS 3* Min. F.D:- Min E 0 1/4"0 SOUD-SET ANCHORS (4) 3/8'0 CALK IN ANCHORS OR ........-.4 l) min. E' . -I U" mim� , 318.0 I<WJK BOLT 1Z MAINSON ANCHORS (4) ';CLIO-s(r ANCHORS OR K X BOLT TZ EXPANSION ANCHURS OR 5/icz TA;rcoN xj.A�qc.;iols min. I:X F..Dr TAPCON >?L ANCHORS 0XIE 5116-0 TAPCONS XL W/ (4) 5/16 :EDGE OF SLAB `w1•` .......... —, 2 1/4'Min EMUOm'.ENT (4' ANCH' PER STORm BAR. JF APPLIMLE IF pu�VKE GALV. 'C,I' OPS* JNrCTICN. SEE TABLE 2 ON SHECT 23(Typ TOP a STEEL WASHER 4 24"OX, -Tw 4" k4fr,-.E4>. POURED CONCRETE.' UURLO C0NCRt_'1E- 7 0 5" (P' ('-3 Ki) -5/16"0 TAPCONS XIL THICKNESS REQ'r.) THICKNESSCO'D. 7 5;MLI W/2 1/4-M*, 0 0 2-x2"x 1/8*xO'..5" 606,3 -6 ALLOY, FMSEOMENT ALUMINUM ANGLE FA SIDE W1 (2) 1/4'0-14x3/4"1,Y,' 6UILQt.X �;TFR WASHER 4 2. 1EK SCREWS TO STORM BAR�K f 'Typ- TOP & BOTTOM) SECTION S S 5.----------- .._._.�_�........��i... ............»EiuX: L...F -A .. '` ,...�NeEitGkv��11��CW'uprYJ4 1 F i It �1 lis � � Ee ..... hNCN ---------- ANCHOR ...........i: DETAIL A �3 t SEE STEP 3 ON SHEET 14 111,1 NO Z' z ...........�-- 1 1/4* IREA71AFNI*FOR ffif 114"0-20 OR 3/85-0-16 MACHINE SCREPn USED CALK LY I,/ 7 1/4'0 x 3/4'SOL.10-SE1 OR 3,16-0 x 1 114 -IN ANCHORS SMOR RESPEOPWLY SHALT. RE LUT TOGETHICR W/ANCHORS AT THE TIME STORM W5 ARE REMOVED. (SEE DET A), >0 SEPARATION 70 1 GLASS _X w 0 SEE SCHEDULES ON 1 -0 CALK 1/4' Xli (2)3/8 --IN ANCHORS OR !p "I I '�.'4; 1 1/4'0 SOUO-M ANCHORS,OR SHEETS 15 16) BEYOND -2, j T- :2 D3EFKR 3/8'0 KANK SOLT T.EXPANSION < SEPARATION 10, 1 rANCIQRS OR /7 (2)5/!6*0 TAPCON X'_AtirHORS CLASS I k 6", A (SEE SCHEDULES ON (2) ANCHORS* PER STORM SHE M... IS & 16) EXISTIN"_ SAR CONNECTION, SEE TABLE BEYOND QLA'SS 3 ON SHEf.':'. 23 f p. TOP EXISm4c DIMMOR w ......... . ............. 2 S1 S1 M ITOP/BOTTOMV. TOP/80710m; (6063-T6 ALLOY) 2- 0 ALUMIN UM.ANGLE. FA SIDE. W/ 11".3/4 ITW Q1.11.nEX TELL S EWS TO STORM BAN S (Tjplop BOTTOM) i (--r.Tico/Oulux! 1E'D SECTION S1 -S1 t POuRED CONCIRCTE., L-I 1/21.1 I/no.062"xCQNT.ALUM. I'c-3 ksi) 'L-W1 5/16-0 TAPCONS XI W/ PAP Min.F 2. THICKNESS RECD. 5,'16-6 2 0 24" 1/4'M, BEI. /A Em 011 4 24"o,r. EDGE or*SLAB, �QUPEV COHERE scam E-' I rDrF OF qWALL MOUNTING sue of F APPLICABLE; IF AMICABLE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) !----4 1/2" Min, f I -il L,,4 1/2"Min. E-I",. .For 3/8-0 CALK,IN ANCHORS Ml • Naudlus F.R.Ley Mj,, E.11 _3 In- E.V�� -POP 1/4*0 SUIUD-SCT ANCHORS ANCHORS 4"Min. E.O:- ...._.-.4' 1A, E.O.--r FOR�1/8-0 KWiK BOLT TZ EXPANSION ANCI 1/ Ira ctPrnuctiveRnUio S em 0a 5, min. E.D- -.3-___3 1/8* kiin, ED_.._L-FOR 5,116'0 TAPCON X,ANCHORS Z:7:i-L:rE�_CO_,.,. ✓ TiLLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM BAR OK AM"OF In,31'. 1626 S.W.BILIMORC Siw'Er tift..ft., POPT ST.LOCK,FL.34R84 L-0000,9, wgvs 0',Q) CRAWI.0 M. SECTIONS V Wm.mk A.TILIA.Jr.F.171 FLORIDA I U, 44 V7 ...... S.10 9 n"!�—ES: av SCALE:3/16' Mir, EA).............. 9' Wn. 6.0�... FOR I. 3/4"0 K-OAK BOLT V EXPANSION V I 0 END ANLL 1FITERIOR MULLIONS I 1/2' (CRIENTANON 41) AND END ORIENTATION #2) MULLIONS(!-)&0, FOR (2) 3/4"0 KWIK BOLT TZ EXPANSION11 r 171 i---9'K�,. E,D� !NIUMOR WILIJON S" Min, F.O� (ORIENTATION #2). 0,Sw :EDGE OF SLAP EXTERIOR F W (6061-T6 ALLOY) Alum. ANGLE EA SIDE W/ 3"�S'x I/2'xO'-4' _NJ Ip. j POURED CONCRETE ANGI.r EA, SIDE w/ (2.) �5/4"- KWIK BOLT 17 3/4-0 THRU DOLTS TO -L-7-11— 1 2 EXPANSION ANCHOR (f',- .1 3 ks: ml. f60616 ALL,,,) Ajum. UWON &............ _7i; 6-- 1/, L I. leil 6"Min. EMBEDMENT 8"MI,- TH;CKNUS RLQ'D�.. MULLION!�"&. (I) 3/4"o KitAK eo-L�,'TZ cxpA;-*j 1 112, TO POURED ;oNcRur ANCHOR W/ 6- Min. (Typ. TOP & BOTTOM) EMBEDMENT TO POURED CONCRETE (75-P. TOP 9, BOTTOM) EXISTING SECTION X1-X1 W/(G-) ALTERNATIVE SECTION X1-X1 V41 GLASS mmfEf�Q Sg_jNT_Ej3MR_ML&�ION) EtjQ & INT MULLION) SEND !jE3IOR 0 ......... 'tTy T",5VIEN ITV )OR WW) ?11 1 1/2 .......... .......... .......... X (6061--T6 ALLOY) Al.— ANGIE EA. SIDE W/ m z DaIMOR i (2) 3/4-0 7H U e6t.Ts TO MULLION -A (1) 3/4'o MIX SOO TZ EXPANSION ANCHOR G I., W/ 6' Min. EMBEDMENT TO Q/8 or o r POURED CONCRETE EVERtOR EXTERIOR ........... R/8 or TOP& RITIT-1111) R/8 or ti I' 'v R R'/8 '/8 (OR 1112' X1 X1 (6061 ALLOY) 'x3`.!/2-xO'-S-f6OGlT6 ALLOY) A:wn.ANGLE EA. SIDE (Typ T (Tf7 Tcl�%O_) Alurq.ANCLE EA. SIDE W/'_�2) 3/4'0 3/4-0 THAU BOLT$ ID MUU10H & (1) IHRU BOLTS TO MULLION 9 2) 3/4"o KWX BOLT TZ EXPANSIONKaTK BOLT TZ EXP-4iSION ANCHOR IN/ 0- FkfeEDMENr TO ANCHOR W1 6"Mir. EMBF0MENT TO 3' PL4jRED CONCRETE (Typ POURED CONCRETE (Typ. TOP & TOP & SECTION MAI W1 BOTTOM) BOTTOM) POURED CONCRETE 41 -K, wc m. 3 isr w (EN�._MULLIQ NL T�RL MULLION, ONLY -in.) Lump 0 _C[q__QR__M_QLL INTERI __L�ION iw 8"Mw, MCKNESS REQ'D- ALTERNATIVES SECTION XI-XI W/ a t CF sire EDGE Or SuB (8`x4") If APPLICAB"E LWY.-L-NNj6LION 2) I FOR (2j 3/4"0 KWIK BOLT T2 EXPANSION min. E'D: -j- ANC�iORS 0 INTERIOR M61-LION ILLL ORlFNTlTl0N #2). SlqpoRMV:*,�,1,4ND BOX NOT SHOWN FOR CLARITY L_-.9,Mir, E D, (1) 3/4"x KWIK SOLT TZ EXPANStCIN ANCHORS 0 END AND INTERIOR MULLIONS .......... FLORIDA BUILDING CODE (High Veiccity Hurricane Zen (ORIENTATION #1 & #2)AND 05k C.zons Irco Nc. ti]US 111A"R END MULLION Go ORIE-47ATION #2) 4 .`NKli .1 '-. 4-� Nc Nau FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS QG OR /1c/,!, SECTIONS VVLJ Uj IL E C 0 its.. WE -L a & EXPERT SHUTTER SERVICES INC. CnMPhNY 5Z 1626 S.W.DiLTM RE:SERVICES I I--0?0 END INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ton PORT ST.LVOE."'FL,34984 A APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 104 7,2)8"0 10ROA I SHECI !a of 74 SCALE: oil �447". Min. E.D. m;t,t. E.0 {1} ANCHORS "SEE SCHEDULE #I (SEE SCHEDULE 91.) SFE xV�V.UVG),?jNjFRiOR)&01 END INTERM)TW,'Prf)MOUNTED-ALPu�.4S (SEE SCHEDULE #I)"'- i 606 1 T6 AL: 0 ANGLE EA. 2EA�B TOM CUIIEREO BY SCHEDULE IV FOR INSTAUAMN u,U,1,1.A,0 ON SHEET SIDE:W/ U) t;2,0 1 IF APPLICABLE IF APPLICMILE THRU UCA7 To U 26UYM CKIE I -REJOENRAJ AND COMIJERMI,APPUCATIoNS WITH t6a.8 (UMITED�oo MUIMN SPACING AND SPA.*,,'iNST-*UAjjQtj', (MIOR p.s.f.MAXIMUM AS.D,DESIGN PRESSURE RARNC, 4 12'-0'V.AXIMUIA MULLI N WACING� Pot!RED CONCRETE- 3'x,3",1/4".0'-8` (F 3 k5l Mi.), '6061-I'S Al LOY)-- 4. SEE SCHEDULES 41 &#2 FOR ADDITIONAL SPECS. t EXTERIOR SEE SCHEDUL.E. #1. Alum. ANGLE 1 1/2' E 'A. SIDE 771.-T JRU 00UM ONSE b RESIDENTIAL AND COMMEROAL APPOCATICIN W1±60.$p.a.f. -0 T) W/ (2) 1/�� ESSURE kW.:MUM ASD DESIGN PRt RATING,8--0 I I f1O[:TS TO MULLIC I MORMUM MULL SRACTNG' EDLILES#1 5,#2 FOR ADDMONAL SPECS. SEE SIN LLLI EXISTING-- ALTERNATIVE SECTION X1-X1 W1 G MIAMMI OISE 9-MMMERCIAL.APPLICATION FOR 1100-0 P.S.f.MAXIMUM A.S.D. CLASS 1 112 DESIGN PRESSURE EATING. MAXUUM MuLLION INTERIOR MULLION ONLY W/ OF -- SPACING.SET SCPMU[ES #2�FOR AMINIONAI 1(4 x6" 1 1/2- SPECS z OR 3".3.*x1/4"xO,-.8" T1.,._ .111 1 (SEE SCHEDULE#211-2 ALTERNATIVE SECTION X1-X1 W1(G— Alml, ANGLE PA. TIDE w/ (2) 1/2"o THRU., 10 BOLTS TO MULLION tl' 177-1 1771 1(4'y8' INTERIOR AND END MULLION W1 ORIENTATION # I)l SCHEDULE JI Q/8 or EXTERtOR Q/8 or ......... ,y.--....._.......;.......... MIN JAK EDGE R/8 or INSTAUATION -rZHSLrtZ ANCHOR TYPE SIZE(TYP. Top a POTTOM) U114 ANCHOR R/8 or E (1)ANCHORS CASES REWM I CIN. DISTANCE To ANCHOR SCHEDULE #I, R'/8 R-/8 ....... INC HUS-14 SCREW&3/8^11 POWER FASTENER ANCHOR FORD& ,@(INTERIOR)MULUONS 2 1/2* 5 7/2- W/ORIENTATION#2. It 1/2-4 K01 NC WS-H SCREW&-1/2'0 POWER FASTENER `v/0' Iz-� ALTERNATIVE SECTION X1-X1 W/CGDI WCD:;E- BOLT ANCHOR FOR @(END&-NTER1OA)MULLION 3- fl/OR R IENTAIVON ........... '1/2-0 HILTI INC Kwtx BOLT rz ONLY FOR@&I&INTERIOR X I 1(4"x8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) X, MULUONS W/ORIENTATION 12)a 0, (END MULLION W/ 7 1/2, 6 1/2- /eDr.-Ol, F(P�10111 7 AIR wu It ORIENTATION 11). H"INC HUS-H SC .0 POWER FASTEWER FOR 'T G):e2 -ICHOR (ENG t (6061--Tfi ALLOY)X.m. EDGE-BOLT A) OR INTERIOR tc,�� ivULUON)WORIFNTAT INS I OR#2. ANGLC[A.ODE.�N/ _7 V12"o THR11 SOLTS TO Id 'd HIM INC KWA BOLT T7 MY FOR(�)& MULLION LT INTERIOR 0 MULLONS W/ORIENTATION j2)&a, (END MU ON WI 3 1/4- 7 1/2- ORIENTATION 01). V 1 tDGC OF 5 ........... EXTERIOR a 1/1'f IM71 MC HUS-H SCREW OR 112."0 POWER FASTENER !�B 'WEDGE DOLT ANCHOR SEE-NOTE 01.4 SCHEDU ISHEET IS 1hU FOR END IffrMOR MULUON)S�d�&bg 3- EDGE 01-SLAB 1 E.D. IF CABtE U. Mi.. E.D.Ejw/MENTATIONS#1 OR Z L 1 1FW—pU6aE-t-'-(SEE,W.HEDULL #1f '(SEE SCHEDULE#1)'-, (4) ANCHOrS SCHEDULE #2 Z.'PQURED;CONCRETE (SE7- SCMDULE �75 We =3 kmi M,.). SEE SCHEUaE#1. INSTACALLASESII N 141N.SLAB THICKNESS ANCHOR TYPE&SIZE(r(F.TOP&BOTTOM) ENi STANCE FOR ALTERNATIVE SECTION X1-X1 W/ (G� REWD. DISTANCE 6 LT, FLOOR TO CEILING I TRAPPED MOUNnNG:MULLIONS(G)OR is 9 A- F/6 HIHUS-H SCREW&51fr,1 POV I SECTIONS W-1 1(4"x8' INTERIOR AND END MULLION ONLY W/ OR1,E WEDGE-SOLT ANCHOR. FLORIDA BUILDING CODE (High Velocity H,nfcO,e Zane) X. END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION c2vtb ixtreo KC, 01,11-01 Nautilus impact APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS 1 -1 -r— w SCALE: 1/8". 1* A& /71L E C \ DATE iq 67 EXPERT SHUTTER SERVICES INC. T!LUT TESTING&CHOINEERING COMPANY 1626 S.W. 6111MORE STREET m F.!(M.- 070 ............. S FORT ST, LUCIF.FL 34964 DRAW.,;Na SIDE RAIL-Jq)AND BOX NOT 011t)10-.= (172)411-MO OF WTE.EB-,x:06719 SHOWN FOR CLARITY FLGIR R A'L" OA I ALpf L`E�� ` / / i � ` | � ` i mim ED EDGE IF APPLICACLE 6'Min, 11411CkNESS 7 .114'Wm P POURED CONCRETE 7 8" Min. THICKNESS DMOR (f'c - 3 Its: Min.) DWIOR Al— ANGLE EA, VEX. R'/8 R'/8 EDGE[I'APPUCABLE AU.- ANGLE.nk sloc� mi OR ECTION X2-X2 VVI OG OR ALTERNATIVE SECTION X2-X2 W1(G PER SECTION R'-R' ON SHFEI 8.) or I Cr VPINUQU�, POURED SIDE RAIL(6, SHOWN FOR CLARITY 8"Min. THICKNESS \ | � y BOLTS .0 MULLION (2' 3/4-0 KWIK BOLT TZ EXPANSION ANCIIOR pof Tit z vy/ 5" Min. EMBEDMENT'to POURED CONCRETE, 0, N WAI.J... (TYP TOP & 9OTTOMI. FLORIDA BUILDING CODE (High Velocity jjumjcan�20ne) EDGE I--APPLICABLE WC, VVALL MOUNTING:MULLIONS (G, R On mvt BY. Z-4L Nautilus POURED CONCRETE WALL SECTION W-2 IL ECO!H,.,\ XPERT SHUTTER SERVICES INC. END&INTERIOR WALL MOUNTED MULLION INSTALLATION n.i.190 1626 SW BUMORE STREEr IF 70 APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET I 1A ....... aomrA | ! ` ` - ^ ' � | -- ....... ....... i-W SQ11-DEY. TOK SCREWS EO E.IF APPI-KN9LE-, V,/ 1' 0,0.0150 G EDGE IF A"PUCAQLe 2'14OULUICIN I)CPfl-i-1/8" Coni, AsNu40 Gc A!YANIZED STEEL x 2 112" 24" ALUM. TUBE (10P & SOTTOI") "V/ EDGE If' APPLICABLE 7 112" min. E.O. X TAPCONS XL W/ 2 1/4"/ 2 idin, EA; `:Min. FUSEDMENT 4 24" O.C. lr................ 2 7 1/2"Mi�..E_C� f E.U. ----------7- 2- ............ ------------- ............. ........... POURED CONCRE17 2" J11 ...... (Vc 3 tsi mi Ess i POURED CONCRETE C" 'Ai. 1 HICKN' 3 rf2" rc KSI LXILKIUK REWD. qfiCKNES' REO'D ............ ............. ............ F2" OR ED END CAP CONT,NUOUS POURED Min. r E& 2 7 1 N /2' MINCRETE if 0 W Min, -7 1/2 Min. E,U� J ........... 6"kfir, THICKN[�- .Y.......__.__........._................ 4-x4-xl/4- 4'x4'x1/4" (6061-T6 ALLOY) REO'D. A.- z �rom 6 ALLOY) Al.-ANGLE EA, SIDE. EDGE IF Af Aic'.ANC�LE EA. SIDE. F.Dr E Ir APPLICABLE DGWR ALTERNATIVE SECTION X2-X2 W/nG OR Q) ALTERNATIVE SECTION X2-X2 W/ (Q � UhL_&_MT _Q R—MULLIONS (Wj OfRiL-ITATION Nil_QRIE,�IATION. ) 2 v Q/8 or :i Q/8 or (4"A" or 4"x8"', R/8 or R/8 or R'/8 Q(INTERP)JR) Q (LNG INTERIOR) 'WALL R'/8 0 SEE MAXIMUM ............ t)IOUNTEr IvIULLI()NS SPAN COVER--D BY SCHEDULE 2b' FOR 2 1. (WALL SHOWN. MAY INSTALLATION CASES V & 11' ON, SHEELT 25 tO r h!5(? INST41.11D TRAPPED (LIMITED LOAD, MULLION SPACING AND.SPAN CLASS MOUNTED PER SE-CrION R ON SHEET 8.) INSTALLATION CASE r - RESIDENTIAL AND COMMERCIAL \� APPLICATIONS WITH i6 0.8 P.SJ. , n 1 1/2"xi 1/2 ALL11M. I"IAX't"Ut� A.SAD. DESIGN r SUR- 1 12'-0' IJM MULLION .......- 4"Px3/4" 17W BUILDEX 2 ANGLE W/ RATING, MAXIM TFI, 0 N SCREWS ral 24" a C. To TUBE. SPACING. VALID FOR. CONNECTION T, CONCRETE W/ HILTI INC HUS-H OR ;`¢.__ 1/4 * POWER FASTENERS WEDGE-BULT ............ ........... ANCHORS. v iNSEALIATION CASE 11' COMMERCIAL APPLICATION FOR ±100.0 P.S.f. fJAXfkiUM A.S.D. DESIGN PRESSURE RATING, 8'-0" X2 X2 M-Xpldw:u.)! 1/4- mr."O"XI-cm, MAXIMUM MULLI FOR ONNECTION TO ON SPA.CING. VALID ................. CONCRETE wl HiLTj INC KWIK 601 T 'Q7 ANCHORS CON'TINUDis ffpO1URE0 I 4'-47�1�4"�Vp-061 Tb ALLOY) AJum, ANGLE 33 -T.Q I. I'/ N .!E I - 3 'ED FIDE W1 (2.)"V0 THRU BOLTS TO MULLION MI E,D CONCRF.7 'fr. YR*6- lkn) G"Mn, IHICKNE & (2) 112% KWIK BOLT -Z EXPANSION ANCHOR SIDE RAIL NOT SHOWN FOR CLARITY W1 3 1/4"Win. EMBEDMENT TO POURED CONCRETE: \REO'D. __.ITY WALL. (TYR TOP & SOTTOIJ). EDGE IF APPLICASI.F 11LL1 FLORIDA BUILDING CODE(High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS PG OR((J) L r.p.L. -POURED CONCRETE WALL I-vaudlus SECTION W-2 ".1.......... ECOm 11 I L PATE Cr Z EXPERT END&INTERIOR WALL MOUNTED MULLION INSTALLATION MUT TESAFI.G& E-GINEEMG COMPA14Y SHUTTER SERVICES INC. UJ —1...—. _M,.1. 162U SM.DOMORE$rRECr PORT ST,LLCit:.FL..149e4 15-0700 PKI��few)10_w".W7(112)all-.m ORAWM K, unr Jr.P,F MULLION SPACING % WALTER A " �1 APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND M M_00(X17lf) SCALE: I/a' FLCM%J�, ..... Tdit, Z,D: (13/4"0 I< M' BOtI T- EXPANSION - , * OR 9 END 3"x Yx 112."x0'-4' (ORIENTXHONS ill 9t #2). (6061-T6 ALLOY) ilunl. ANGLE EA SIDE W/ (2) FOR 0) 3/4"0 KWII,' BOLT TZ EXPANSION 3/4"o TliRij BOLTS TO ...........1 Milt E.0 Mill, I -ANCCH.�S 4 INTEMOR MOLLION1 7 1 t MULLION (1'1 3/4 (ORIEw"Ainc-N #2), Kw1W AOLFIZ ANCHOR Al 6' Min EDGE yE f :EDGE OF W5 EMBEDMENT TO POURED Ili t w APPLIAPPLICABLE.' COPICKE TE (Typ. TOP aMIOR Min,) 8- him. THICKNESS71, T7 7 2"- I EXISTINC GLASS SECTION X3-X3 W/ C�2 Z MVLIjQLI ONLY (W/ OR! EXTERIORNTA.110N (7%ii 4") z r. "A' Q'/8 0/8 L DaB 4IOR ' EX MOR ............ 4. 1/2" ........................ L ........... ............I X3 X3 id (rep,mp/eon'au) T5 ALLOY) ro Aium. ANGLE F.A. SIDE 19/ (2) 314"V, Alum. ANGLE EA. SIDE V 3/4'0 T'VU BOLTS TO MULLION G'Z THRID BOLTS TO MULLION ----------- POURED CONCRETE .I -ION (2) 3/4"o KWIK BOLT TZ 'N"I& T 1) 3/4"0 KWfK SOLT TZ t'iPANS (f'c kmi Mr.) M:. EMBEDMENT TO AN-?jOR IN/ 6"Mo. EvmvEw ICN TO ANCHOR W/ 6 8" Min, n4li'KNESS POURED CONCRETE(Typ.TOP PO�RED CONCRETE(Tp. TOP & A-- 1. i REOT), BOTTOM) J k'O-ITO.M) V. LEN Q LL[QN ONY) -CttLTERI(29 LL1Qk,) ONQ0 1�1 rx, ALTERNATIVE SECTIONS OF SIAS ED�,1�1 Ift X3-X3 VVI QI* IF APMUCAS'LE; :IF APPLICABLEiNJ.; Q[,tirATION FOR (2) 5/4-0 KWIK BOLT'TZ F.6ANSION L..... S" Mtp, E.D�-- CHORS 0 INTERIOR MULLION -6'OX NOT SHOWN FM M.; AN SME RAIF, wl (ORIENTATION #2). CLARITY.CLAR .......-..... Min. E',U. FOR (1) 3/4-0 MIK eO--1 jZ EXPANSION T I It ANCHORS 41 END MULLION W- FLORIDA BUILDING CODE (High Velocity flurriccint Zona) ,ORIENTATIONS #1 #2). os 02015 1111TC0 INC. MWN W, N1 !�� -"c FLOOR TO CEILING/TRAPPED MOUNTING:MULLION IMP Nautilus Ifift9sys— 04/10/15 'T SECTION W-3 - * *Impact Pmrredve)?b �c EXPERT SHUTTER SERVICES INC. END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION 1626, .0 LTMORE ItTRM 15-070 . —n o."— SIP, 44d PORT Sw LL!cx.Fjo�3'StI4 (m)?.;,=' r-'(m) z e-msii: le o1 a.twm APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 12A sHccr i2 or-6 t ............. ........ F Sa MAXIMUM (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.O. Min, E,D. COVERED BY SCHEDULE lb' FOR 'NSIA!-LA71ON CASES 1, la & If i SEE SCHE F 'I*-- Y7 OUL.. SEE SCHEDULE 'T 25. EDGE Or SLAO N S I!El if AjppUr r I 11VEWOLC al - LOAD, MULUON SPACING AND SPAN INSTALLATION): ABI ;,,J!TrD CONIMERCIAL APPLICATION II'STALIAMON CASE I RESIDENTIAL AND WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN C, y PRESSURE RATING, 12'-0" MAXIMUM POURED CONCRETE (6061-16 ALLOY) MULLION SPACING. Af.m. ANGLE EA, SIDE SEE SCHEDULE #I. W/ (2) 1/2"0 THRU SEE SCHEDULE #1 FOR ADDITIONAL SPECS- BOLTS TO NIULUON INSTALLATION CASE I& RESI-DENTIAL AND COMMERCIAL APPLICATION W/ 460,8 P.&L MAXIMUM A.S.D. DESIGN 2" 01TERIOR EX*Tlt4G F'RESSURE RATING, 8'-0' MAXIMUM muLLJON SPACING. LASS L—j s I/r I SEE SCHEDULE #1 FOR ADDITIONAL SPECS Min. INSrALLATION CASE If COMMERCIAL APPLICATION FOR ±100.0 P'S.f, MAXIMUM A.S.D. DESIGN PRESSURE. RATING, r ;1EXTERIOR (4)ANCHORS (SEE SCHEDQLF #1) 8'-0" MAXIMUM INIULLION SPACING. SEC SCHEDULE �Li "D ln!jNz SPECS. j VF7 ALTERNATIVE SECTION X3—X3 W1(Gl* Q'/8 Q/8 LW L DRIE 1'2"x7l' INTER!{)R MULLION ONI-Y) SCHEDULE #1 !0 MIN. EDGE INSTALLATION ANCHOR TYPE & SIZE MIN. ANCHOR THICKNES (TYP. TOP & BOTTOM) EMBEDMENT s DISTANCE FOR IIICASES RIEO'D. ANCHOR SIDE RAIL`,J!�)AND BOX NOT SHOWvN 3,1,3"o HIM INC HUS-t1 FOR CLARITY. SCREW, 4- 3/8-0 POWER FASTENER 2 1/22" 1/2- WCOGE- BOLT ANCHOR S X3 o tfPTTGNI 4 TZ INC KWIK 2 1/2" 5 1/2- :DOLT TZ ....... 1/2-0 HILTI INC KINIK 6" 3 1/4" 7 1/2" CONCRETE BOL 31, SEE SCHEDULE#1. r 1—211 1- 70TI 71 FO�SLAB ED(;[ '-LAB] .. .OGE....... -F APP;iCABLLI ;U`APKICADLE ..--(SEE SCHEDULE #I)— -(SEE SCHEov.-E ily— FLOOR TO CEILING 1 TRAPPED MOUNTING:MULLIONS CG3) SECTION W-3 A Vt4'r'N FLORIDA BUILDING CODE (High VelocRy Hurricone Zone) 02015 T..CTECO INC, Ca"N at. F.P.L. P—M.R-M995�1— 04/,C./)5 IL EC 0 0 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION EXPERT SHUTTER SERVICES INC. APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS 15-070 1626 S,w-RILTMORE STREET ult..ftw— UCIr P'�RT St. R.349FA A I - (m)8" attnmNG no * — PoK.(am, WALTER A.Rlk.�T Jr P.E. ILI F1,010A Ur..I 44t67 1-11':;?A 111 11 FPCE IF APPLICABLE 2`4111ULLION DEPTH0/8" Cont. -7,111M, TUBE (TOP & BOTTOM) W/ 114'IF3/4'ITW`OUILDEX TFK SCREW.", W/ I"f),O.xO.O60'rALVAN17CCI,STEEL 1 5/16-0 TAPCONS XL W1 '�' 1/4" 2 1/2- �thin, EmBawrN,F 0 24" 0,c, YJASmER 0 24" 7 kiim�I.,[) ............. MIti. E.D. EDGE IF AFPL;CASLE .............. 7 3/4"A E.U.hh, CONCRETE(I'c 3 k;; - POURED CONCRTE 8'Mtn, THCKIFES5 REO D. (f'c; = 3 ksj Min,) .......... PL B" Min. P40CKNESS EXTERIOR I ENC CAP J w 2 7 -3/4' NUTC EQ. ........... (TYP, IJP/BOTTOM)- , N E.D, 4-,c5/8-(6061-16 A'LOY) ANGLE EA. SIDE. MOUNTED SHOWN, MAY BE EXISTING ALSO INSTALLED TRAPPED MOUNILO CLASS X 7 PER SECTION 0'-(" ON SHEET 8.) ,0 ED SE IF APPLICABLE 44 7- .......... EXTERIOR SECTION X4-X4 W/ LEN2 & NDERIQR MQL d LION) Q./a .(ELQEJQNTATIQ J 2 `4'x7") 77 1/2 1 1/2",1 ALUM, Min. E.D r- IDE..RAIL Qq)NOT SHOWN FOR CLARITY L, 7 4� `'""'ANGLE. ;z v . 3/ W1 /4'0x3/4" )IV? BUILDE.X Law,E.D, t TEK SCREWS 24" o.c. TO TU91E CC;NTI141 1 US Ou,*, CONCRETE 0*c=3 kq MP,j 10" 8, .tm n-ilc SS 7. REU'r. .. ......... /2" AX — T-- 10'(606}-T6 ALLOY)AF.— ANGIE I _.EO (2) 3/4-0 TH�U 9CLtS TO MILILLICI� E0-i I & 2) 3/4"t KWiK BOUT TZ EXPANSION ANCHOR yyi W/ 5- W, EMBEDMENT TO POURED CONCRETE FLORIDA BUILDING CODE(High VvIocity Hvr,;cone Zon.) EC,Cf IF APPLICABLE- vifu. TOP & eorom). 02015 T4.1,E10 111. WALL ffINO' N Nautilus MOUNTING:MULLION POURED -WALL = tem vs/te.15 RED ETE PIra—live Rolling ii IL EcOim.. oars SECTION W4 'ERT SHUTTER SERVICES INC. G a,ENGINCERINC CO.P.8y 167.66I.J.0-RE,VRECT END&INTERIOR WALL MOUNTED MULLION INSTALLATION PORI ST.LUCIE.FU 34964 S-0717 DRAWM N. APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE VVI LIMITATIONS COVERED ON SHEET 13A ....... Los)"s—m W&II:A A.IT LIT Jr.f FLORIDA SMECI f3 OF 26 SCAUe: 1/8' EDGE APPLICAKE EDGE IF APPLICABLE 2"xWYUf" DEPTH.{,/E," Cont. r ALUM, TUBE (TOP & 80"TOM) W 1/0%x3/4'ITW*au-L DEX 7EK SCRUiS -3/16-0 TAPCONS XL W/ 2 1 GALVANIZED STEEL. 24'o., Wt. 0�,EEDM.EN7 P WASHER 0 2,t' 2 'e, 4 315'n C.D. ,fim,E.r MIN.,E.P. .. ................. L CUNTINLIOUS POJRED CONCRETE(ec=3 ks;Mnj a'M7r:. THICKNESS,' 1/2- -------- REr.'D. OR 7 L 4 3/B' >\ 99M ' Min.;E'D, N END CAFN, 4 3/6"kv, E.U. CONTINLn.JS F—I.A., W'NCRETE(fc-3?,si Vin.) a'v..m I CKNE'SS . ..... , Min.RE0), CXF IF AP?L!CABL _i SECTION X4-X4 W1 Z ('HALL MOUNTED SHOWN, MAY j1hy ORIENIA'riON L2� 8E ALSO INSTA.,LEL) TRAPPED EXISTING,. MOUNTEJJ PER SECTION Ql*-Q' (2"x "� ON SHE,- 8 OSIEE MAXIMUM tG3- WALL MoUNTED MULLiON SRAN ............ W 3., -T COVI"RED BY SCHED1,1111 20' FOR INSTALL.;ITK)N CASES I & 7, OAD, 11' ON SHEE" 25 (LIMITED NAILLION SPACING AN'[; Q'/8 01/8 SPAN lNST'ALLATlO1;11: !N$7AUATI0N CASE f RE-13,0LNITIAL AND COMMIERC!AL 1 1/2XI 1/2'xO.062"�CONT, ALUM, Wn, E,D " AP'LICATIONS WITH 360,8 p.sf. .................... ANGLE V,/ 14"0.314" 1 TW BUI!DCX MAXIMUN4 A,S,D, DESVI PRESSURE 4 3/8' EWS 24" o�c� TO RAHNG, 12'..-0" MAXiMUNI MULUON VIN. E.D. TER SCR �UEE. f SPACING. VALID I F OR CONNECTION 10 ir CONCRETE W/ ill-Ti INC HUS-H OR X4 X4 POWER FASTENEA'S wEDGE-BOLT l/v, ANCHORS. 11,WALLATION CASE W COMIAERCIAL APPl_jCA?10!*,I FOR 100.0 ......... ... p,s,f. MAXIMUM A.S.D. DESIGN PRESSURIE RATING. V-D" 4 3/8- MAXIMUM NILILIJON SPACITIIG, ',WLID FOR CONNECTION L/8"O KWIK BOLT TZ EXPANSION ANCHOR TO POUREP CONCRETE W/ 'HIL11 INC Kv;!K POLT TZ ANCHORS. -IN ED W/2' Wn. EMBEDIAR.: CONCRETE VVAtL. -feP. TOP & BOTTOM). CO(Z IF'APPLICABLE-/ CalrINUOUS POURED SIDE RAIL(15,,NOT SHOWN FOR CLARITY CONCRETE.(I'c 3 kr�Vt,) 8,Min. TI.KKNESS RWD. ER A. P//' FLORIDA BUILDING CODE (High Velovity Ht...icon. Zone) WALL MOUNTING:MULLION 3i tt' L1GJEIV," POURED CONCRETE WALL p t NjUtjjaS SECTION W-4 % impact 1.1-orwrive Iffarlbw_�rsre_ 04/1(I/ly 11LIECOm., DATE INTERIOR WALL MOUNTED MULLION INSTALLATION ttAlt TESTING ENGINEEMNO GOWANY EXPERT SHUTTER SERVICES INC. 1:191 162.6 SW.814111WORE STREET PORT$I,LUCIE,FL 343�4 -070 I APPLICABLE TO A-LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS W�L.ER VDRAwMG No n• asuwnmx SCALE: Iln" F; 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.sl)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:if MULLIONS ARE USED BUT WiO STORM BARS SPAN"L-(ft)TO PROTECT IT(SEE GENERAL NOTE 02,SHEET I). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2 ENTER TO CHARTS (la, lb & lb') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 1/2" BE BASED ON CHART le ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SUP(in),ANCHOR TYPE AT SIDE PAILS;A.S.D.DESIGN PRESSURE RATING(p.s.f.);THE. OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2,ENTER SCHEDULES to THRU 2c ON SHEETS 24,25&26 Wt A.S.D.DESIGN LOAD;MAXIMUM MULLION THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TOPROCEED WITH SPACING(MAX.,12'.VOR T), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W/ALLOWABLE PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN & MULLION TYPE& MULLION ORIENTATION, • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3,SEESHEETsio.10A,11,IIA,12,12A.13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE I OF&BOTTOM FOR FLOOR TO CEILING(TRAPPECIOR VYALL MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: CONCRETE FOR A GIVEN MULLION TYPE G�,t.@). Ltm:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112-ILAT SLIP MAY BE PROCEDURE 4c IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN A.S.D.DESIGN PRESSURE RATING. 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS,IS PROVIDED ON CHART le:PROVIDES SEPARATION SHALL BE BASED ON CHART 1c.ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR AN/STORM BARS(SEE STEP 4). GLASS. STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE I ON SHEET 22 W1 A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE.MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS),SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM BARS,MULLIONS OR STORM BARS&MULLIONS.THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1 a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURE RATING: 1,MINIMUM SEPARATION TO GLASS FOR SLAT'S IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',81 OR T),AND DETERMINE MAXIMUM MULLION SPAN CHART le,ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(q-, )o',G3 &'03)• MULLION TYPE&MULLION ORIENTATION, 2.ENTER TABLE i ON SHEET 22 W/A.S.D DESIGN LOAD:STORM BAR SPACING AND DETERMINE MAXIMUM 5.SEE SHEETS 10,10A,11,1 IA.12.12&13&13A FOR MULLION CONNECTION DETAILS AT TOP ALLOWABLE STORM BAR SPAN(HEIGHT}, BOTTOM FOR FLOOR TO CEILING LTRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE I#&,, 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES, STORM BAR SPACING. "'�'a P,TILL PLONDA BUILDING CODE (High VdIn6ty Honrtcone Zone) 02015 WFOO WC� tj JIUS 11A—11 Nau * - A-pactPro—dreRolling-Sys-- G./ 11LIECO I loc. GATE ES INC. �iLUT TESTING ENGINEERING COMPANY —'r SHUTTER SERVIC Z PORI st LUM,R-349$4 DRAWING WAIJER A'm or P.E. T ul FLO, Ux'fSHEET 14 OF 26 OA � ' � ' / i / � i ! ' SLAT PERFORMANCE CHARTS Ia. lb, lb' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.0,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Wl OR W/O STORM 13ARS CHART Ia CHART lb CHART lb' CHART IC USE MAXIMUM VALUE BETWEEN POSITIVE AND NErATIVE A.S.D.LOAD 3/8"0 KWIK BOLT 3 ANCHOR 5116"o TAPCON XL ANCHOR -5/16"0:�_PCQN USE MAXIMUM POWTIVE A.&D,LOAD VALUE POURED CONCRETE TO POURED CONCRETE .0 UNUUT'JUSD CEIL CONCRETE BLOCK MAX. MAX SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN REQUIRED MIN,SEPARAMON To GLASS DESIGN IRESSURI WAU TRAPPED BUILD-OUT BUILD WALL TPAPPED BUILD-OUT BUILD-= WAIt i TRAPPM BUILD-OUT SUILO-OUT Mozr RAMNG MOUNT mom 0 MOUNT MOUNT ?M MOUNT WI(5 MOUNT MOUNT SEE NOTES SEE N= t-111 ,1)&6 SEE NOTES 'm vllr 9 MOUNT W/ W/O STORM 8WS W/STORM ems (P--f) SEE mtk* SEE NOTES SEE NOTES SEE NOTES lty 2E NOTES* SEE"am 30.0 10, SEE NOTES SEE NOTES SEC NOTES IN- 12,-01 0. NOTES ANCHOR SPACING SCHEDULES ON SHEETS 17 &, ',8 INDICKfE THAT ( SPAN AND A,S.D� OFSIGN PRESSURE RATING. W FLORIDA BUILDING CODE(High Vel.c;ty R.mic,n, Zone' 2, REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH C2015'KIECO'NCL � 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS 4'ONG AS AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT too, 3/8*0 KfflK SOLT 3 ANCHOR OR 5/16'o TAPCON XL ANCHOR, INTO Ara F.R4L udlas � / . ' ' ------' MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE,W/318"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S.D. DESIGN PRESSURE RATING 8t SLAT SPAN RANGE t WALL MOUNT UAX A.S.D SLAT SPAN RANGE DESIGN PRESSURE RATING 0*-4't > 4'-S't > 5'-6't > 6'-7'1 > 7'-9*t > 9'-12,t > 12'-I6't > 16'-20't wwx(P-A s 30.0g» 9" 9 .................. ...........---................... ............-.-................... .............. ................. .......... ....... ................. ........................ ............... ............ .... ....... ............................. >41-6n 9. 9. 7- 5 5/8- >61-80 9. '11 5 5/8- 5 5 8 �SLAT ........ .................. ........ SPAN MAX. SLAT SPAN FOR A L�7 9. 9. 1/2" 5 5/8- .......... GIVEN A.S.D. DESIGN > 9" PRESSURE RATING SHALL .......... ............. NBER EXCEED MAX, SLAT .................. SPAN INDICATED ON SLAT 7� 7- > >141-160 9. SLAT SPAN DEFINITION' PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. MAX ALS.0 SLAT SPAN RANGE DESIGN PRESSURE PA71KO 0'-4*t > 4'-5", > 5,-6,t > 6'-7't > 7'-9'f > 9'-12't > 12'-16't > 16'-20't WIDE(p 9. 9- 9., .......... ...........1 9 - ........... .......... ....... .............. >31-40 9. 9' ........... ........... ............ ............. ............... .............. ............ >61 9" ............. ............ .......... .......... 9" ........... ..................... .........................- .............. ................ >1.06-120 9.1 9' 9" 81/9" _._.......__ _..._.., s ...._._.. ...... ........... >121-140 9- 9" 7 ................. -............. ...................... ....... -------------------- BUILD-OUT MOUNT MMM&D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4-5*t > 5*-6't > 6,-71 t > 7--9-t > 9*-12't > 12'-16*t > 16'-20't PAIN(PG wji"GE '� f) (ej (E 'E: CES CES CES r.E) E (9 (EJ I (g) E� (E) E _&_ C 30,0 1. V V S. g.. 9 e" 9...... 9" 9" 9" 9" 7 3/4' 7" 7" 5 6/8' ..........- >31-0 1. 9. S. V 9. 1. 9. 1. 9. 9" 9- 9. 9. 1^ 91, 91. 7- 7" 6- 5 5/8- 5 5/8- 5 5/8' --------------- .......... ............. ........... .......... ............. >41-60 9.. 9" 9. 9. 9" 91. 9. 9.1 9. 9" 91 7 1/2" 7 1/2" 6" 5 5/8' 5 5/5" 5 5/8' 5 5/8. 5 5/8* ............. ................ .................... 9" S. 9* 9. 9" 9. 7" 5 5/8" 5 5/8^ 5 5/8' 5 5/8" 5 5/8" ...... .......................... ..............._.._9u... .......... ------------ ------ 8' 6 1/2"6 3/4* 6 3/4' 5 5/8' t 5/8" 5 5/8" 5 5/8' ............................ ............ . ...=3.".._........_.q.".._.... .......... ......- ......... ..... 9. '_1/2 fi' 5/8 I> ....... -F ✓ ,-7141-1601 1 8' 6- -7- _9 r -F z' RE5/%- �-'CHI 'e".'�k tl Pl-T10; FLORIDA BUILDING CODE (High Yefociky Burricorw Zone) 02015 PL11CO nqC, Dum elf. Nautilus r.R.L C -S cr Protective Rolling ysrem c4pops f 0 LIEC MLIT TE51ING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. $..5--� n..114 IIJ26 S,101.OILTMORE SWEET•4 STATE 15..070 OF CC' �-16".".' M:(-)''""'"" DRAWING N. --k tilt-0.0 PORT St LU0114 FL,3084 0-0006?19 (8W)740-9ftU.TO'("2)071 TON k nU.r J, P.E. FLOROA Lk,f 44167 ron SHEET'6 or 79 MAX.ANCHOR'S SPACING SCHEDULE Vb - - FOR A GIVEN PRODUCT MOUNTING TYPE W15/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT A.S.D. SLAT SPAN RANGE DESIGN PRESSURE RAMNG 0'-4't > 4'-5't > 5'-6'1 > 6'-7'1 > 7'-9't > 9'-12"t > 12'-16't > 16'-20't RANGE(P.e.L) s3n.o....................._ �................. $" $" ......_ ._....__....................a._. ..........._.F-___.._........_7.._1/2" ....._..__. ._......................................_.....__.....................__ ........... _. _...............,................. ...........>31-a0 g" $.. S,� $,� $,. $" 4. ......___..........__...__.................._............... ._......__.._......._._...._............_._...._._..__'-..._............. ......_...................._.... __.......__..._.._,.,.._.'___...._.._.__._......... ..__............._...___ >41-60 $" 8_ _....... .............sn $" $" 6" 4" 3 3/4" f NOTE; — ......._.._.................... _,_..._......_............_ ......__...._..........._........._.............-.__.._._................._..........._...__...............,............._......-._..........__-.....:_.............. atl................_.._ _............. -........_ ._._....... -._. B. ._. ..._.... �"__...».........__?...� -'4 3/z-_...__.... .3f- _....._. .._.. ..... - MAX. SEAT SPAN FOR A a, >st-fos ...._....__8......_ ..... $" $ 8 1/2 _,.._5• .... 3.3/4-.».. _3 j--- ,.... ...__. SPA+) PRESGIVENSURE A.S.D. DESIGN 5 1/2" . RATING.._..__.._...... ..�..........._................. _....._......._ ..__...__..._.....,_ [c.. = -;! NOaR EXCEED MAX. SLAT 121--140 $" 7 1 2" 6" 4- 1/2" 4" 3 3 4" _.____....—._._ __....»._...___ _....__.. _.....---.__..�__...___. ._ ...._.....__.»__.._.._......_._ �._..._ __...._......--.._._....._.__....... _.._...... SPAN INDICATED ON SLAT 4" 4" - PERFORMANCE CHART XIN LAT SPAN DEF NITIO SHEET 15. TRAPPED MOUNT WX S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4't > 4'-5't > 5'-6"t > 6'-7'1 > 7'-9't > 9'-12't > 12'-16't > 16'-20'Y RANGE(P.a.t.) s30.0 6" 6" 6. 6"� ........_b.�.„......."' ___....6..._.__..__.................6-..._...._._._.._......._...........-_».. ................._..__._.._........._._...._.........._..._.,.....-;;................._...... _.__.....................__.__....._.._.... _. >31-..... . ..........._.__._...._............................_._.._.._............__..................»._._..._..... ....._......._.. >41-60 6" .._6'._._. 6” G" 6" 5 1/2" - >6t-60 6" fi" ..........................s�........................._......_6.�.................,..... ...... _............ ._ 5 1/?." _ _. .............._._'---......._....___.._. ..........................._............. ..............__..._..........._....__._........._ _......._..............._...... >st-105 6" 5" 6" 6" 5 if2" -.. - ._. .........._...____......__...__..�.,�__.._..._..__._......_..._._. ................_.._._....__.._..._._._._..._..___......._._._...__...�.__. ._. ..............- --........._._.__......... >106-t20 6 6" 5" 5" 5 1/2" - - >121-1406" 6" 5 3f4' 4 1/ - - - - >14t-160 6" 5" 5 'i 1/2" - - BUILD-OUT MOUNT As.. SLAT SPAN RANGE PRESSURE 0'-4't > 4'-S't > 5'-6'1' > 6'-7't > 7'-9't > g'-12't > 12'-16"T > 16'-20't RANGE(P t.) {E E 1 1&1 (E� (ES% t;E3� EV {E� 0 `E'}t <E (E3 E9 1 (E E�) QQ � {E s 30.0 6• 6" $" 5,. $- 6.. 6" 6. 6__`6.�....... ..._.6"__._.6.-. _.. �_..."--6-.�.__E___. _»°"._»._ " ._..._. 6"_. ..r�. t f 1" 5....�t2-¢...7J2" ......_h.,.._....»_.L:.....»....3...3j4 ---..-__.....__ ._._..__....»..-_. _ .._..__....._..w_ ___._.....____�_... ..�.._... ..._._....__. >31-40 6" 6" ......»6".............._5." 6" 6".._._._,___6�_,. 6., 6" 6" 6" 6. 6" 6• 6• 6" 6" 5" 4" 4` 3 3/4" 3 3/4" 3 3/4' 3.3%4" '-...--'-"---._...............__._... ...» _...._I.........._.. -__.. ........_.__............__............_...-'--..-......_....._.........._...__-_.....--........................_........__._..... ..__....._. _._._.,..._. _.._........_... .._....._....._ _._..........___...._...__... _.__. ._._....._... E .........._„..........__6"....... ............_ ......._N....... _.._ ...............-6... _6 ...__.._6..............�"......_..5.. __6.M..._ 6` 4" 4" 3. 3/4- 1. 1-1---................_._......._........_....,........_.._..........�__., ._.............._ >61-80 6" .._._6".....__...._a.�.»._ 6" 6" ..._6" ._.6.',._..._...._E__.... 5 1/2 6"1 6" 5. 5" 5" 4.. 3 .3/4" 3 3/4" - 3 3/4" 3 3/4" - ._.............._--.. :._.__......_. _.._.._................_......__.. __......--._......-_._..........._.__ ........._ _....._.._. __..._.....__..._..._..`»__ ...___...� ._.__...._...._........._..... ...._.... ........ ._...__- ._. _....._ >Et._t0S .. .....�" ....... ................._6...........___6„._........_..._6�._.........._£.t�..... ..w 6.-........»G.._3/4 4 1�2" 4 t./?." 3 3/4..3..3/4" 3.3/4" 3 3/4" 3 3/4" 3 3/4" - - - -µ - - .... .._.,._ ..._..._....._......._..... ......................—........._........._._..............�.....__..._...............__._..._......�,_ ..........._ 6" 5 1/2 5 3/4" 5 3,4" 4 1/2" 4 1/2" 4 1/2" 3 3/4"3 3/4" 3 3f4" 3 3/4'. - __�...._ .._..____. ... ..._.___ _ ..._ ......__. ........_- -.._.... .........- _..._....... ..._,...._ .._._.._._— >t21-Ta0 5" 3/!� 333/4 - >1a1-t60 4 1/2" 3 3/4 4' 4" 4" 4" - 3 3 4' 3 3/4" - - - - - il1iTlA`�IwI1 A FLORIDA BUILDING CODE (High Velocity}lurricone Zone) t T+ VIVIq7 02015 TKTELO iW- t��.,�Tr��Iy�•y�1//p��I DPAMN OT, 1 T C[{i i..Rl u f.R.E. S}•'`�.�':� -�-�^ �� ItupactProtectivvROtfin Svtem _.�.'_.". � .".,. ....i ■Rte ��s�INC. DATE M ;4)1* ) ..j EXPERT SHUTTER SERVICES INC. S TICCIT TESTING A ENGINEERING COMPANY rJ'3".w.JkU.Z..ea�]05,»RJrM Gtxu�N0.p.51161. 1626 5;V. WL7MORE STREET ]� N".." tJrlen-Isla,ro.:fwl;e -v I A .'•�' PORT ST.EUC'E.FE.3sg6a f/ t -mal-COO I.W Com ARAtr((R:Na E6-OGOe710 +'��:t6.rol n•I-ac'!e�ta>::ttl2?>»I-Oi3: I WmJvR A 113.1.0 J+ P.E. [/'$! •• f�}TE RONIDA U,8 4416? T.l+. SHEET 17 Ot 25 t ...__. `- a d".r."1l7ttr • i SCHEDULE VC: Vx FORCES(Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D.,DESIGN PRESSURE RATING 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) MAXA.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'--6' > 6'-7' > 7 -9' > 9'-12' > 12'-16' > 16'-20' RATING RANGE(p.s.f.) Vx Vy Vx Vy - Vx Vy Vx VY Vx VY Vx Vy Vx VY Vx VY .5 1 30.0 10 60 10 75 165 90 238 105 421 135 594 180 999 240 139300 .............-.—.......... .................. .......................................................... ....... >31-40 1 Q 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400 .......... .......... —.1-.......... ..w.........._,.._._._........ ..............- >41-60 10 120 290 150 794 180 509 210 708 270 1266 360 1962 480 2553 582 .-I..-................... ....... -............ ....... ................- ............. ............... ----------— >61-80 10 160 616 200 767 240 796 280 i007, 360 1695 480 2422 600 2547 596 . ......................... ...........I ...............--...•......_._......_..........-.-.. ................................................................. .................... - -............. >81-105 123 210 550 263 711 315 1142 3681372 473 2009 591 2492 638 —..................__...•........_....._..........___... ..... ,............ ................._.,.............__..............-....... _.............__._.......,.__.....4......._._......_.._ .......... >106--120 313 24.0 728 300 881 360 1345 420 1587 540 2112 640 ............... ...........-.......... ................... ...........--.1-........... ............. ....... .........-.-..... ................... >12.1-140 552 280 960 350 i 003 420 1612 490 1869 630 2039-'-"'63'5-' ...........------- ................ ........... .......... ........................... W41-160 781 320 1186 400 1 122 480 1873 560 1740 640 SPAtq SLAT SPAN DEFINITION NOTE: 17 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 PRODUCT HEIGHT AT BOTH JAMBS,SEE THIS SHEET FOR 11x&Vy VALUES. Vy SIDE RAIL_-_E- V,, VY FLORIDA BUILOWC, CODE (High Velocity Hurricane Zone) .......S... " , 417 % Nautilus I L�ECO INC, a+tc TILUT TE5TfNG&C"91HEERINO COIAPANY EXPERT SHUTTER SERVICES INC. K, IM S.N.1311WORE STREET 15-070 SAA ^L - " Tai I 0- - 4, --*L PORT SL LUCIE,FL. MOST DPAWING N. -ww.'",(112; .......... SLAT PERFORMANCE CHART lei: (ONLY VAI-10 FOR 1/2-SLIP} SLAT PERFORMANCE CHART Jib I & 110 (ONLY VALID FOR 114-SUP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,AS.D,DESIGN PRESSURE RATING fms,f).SLAT FORAGIVC11MAXIMONIA.S.0 DESIGN PRESSURE RATING AND PRODUCT MOUNT CONDITION FOR FOR A GIVEN MAXIALIM A S.L.DESIGN PRESSURE RATING(PSA)AND PRODUCT MOUNT CONDITION FOR SLIP I/S'AND PRODUCT MOUNTING TYPE FOR WOOD FRAMES WALLS INSTALLATIONS WIC;STORM OARS PER DETAIL 2 BELOW INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW WI/2"x4"STUDS.AS PER LIMITATIONS ON DETAIL I CHART IbIW/ CHART I CHART 11b 1 U98 T/ CHART IICI USE WMIM VM 99WEBI MAINE 10 MMOVE ASA I= UM WXMUM MIME AS&WO wu ubt USE MWW WUF BETY-w mmm AND Mma ASA LOW (a NA)WAI WK MVEDI P=K W NWME AU M MAX. VAX S SPAN UK SL RBOUIBED UK SBVAOM M' SPAN CLASS MEV(�)D BACK OF A.S.D. wLMAX (ft) 'UK,(IT, USE LVAUUM POST NE USE MA=vM POSITIVE WOOD GRADE DESIGN - 51162'0 TAPCON XL ANCHOR MIN.SLAT ,AU.LOAD YAM 51"16'0 TAPCON XL ANCHOR LRN•SLAT Asa.Lim VAM PRESSURE WAU. BURID-0111 NLTitAP SPAN SPAN RATING MOUNT W,k O-p-w'"d -r A WIG STORM BARS MAX MAX.SLAT SPAN Lmw." REOLMM WL SEAWTIN MAX. REQUIRED HNC.SLAT SPAN I". REOURM Lm SUMMON (P-f•) =M=A A.S.D. -LAW.-(ft) (ft) TD W"OF SLAT'in TO A.S.O. 'LYAX'(it) (ft) TO MASS MESUM 10 4'-b' DESIGN DESIGN SOUTHERN PINE#2(G4455) 60. PRESSURE WALL atmo-cur suw-om PRESSURE wu ....... --------- RATING MOUNT 'w/ MT W/ RATING MOUNT m DOUGLAS-FIR-SOUTH(G-0.46) OC '-5" 4--5- ()'.a' r, W/0 STORM ams .......--................................................... ............... W/o STORM aARs a ISPRUCE P1NE-f1R-SJT (P-f,) Is"MMMA)cm A)(sm HMM 6) (P-a-Q No,", lw"ENOOTMA)(=wmsh) H 1`0 0,36) Si) • .......... 3.0...0 ........ ...... . ..... .... IAL ........... 7'-3' ............ 10'-0* 7'-5' 7 1/2' 40.0 7'--r T-7" L-- ................... ............. v a" 101-L,* 7'-- 46.0 7'-4" 7'-" _7--l- S 1/8* .......... .. . ....................... .......... 7.-1. r, �. - $0.0 V.-V 7'--3" S SSA ............................ ...... ..................... . ..... ....... ... .......i, ?'-13' 6' 4- . .......... .............. 0 1 3 �' I/P T...... Z7 1 Z2. -Y a" SLAT PERFORMANCE CHART 1111:(ONLY VALID FOR I WSLIP) SLAT PERFORMANCE CHART IV:(LESS THAN 1/8'SLIP) FOR A GhIENMAXIMIUM A.S tX DESIGN PRESSURE RATING(P.&fy AND PRODUCT MOUNT CONDITION FOR FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(P,s 0,PRODUCT MOUNT CONDITION .......... INSTALLATIONS WO STORM BARS PER DETAIL 2 BELOW INCLUDING ANC14OR TYPE AND FOR INSTALLATIONS WOO STORM BAR'S PER DETAIL 2 APIF)w USE Mb SLAT SPAN DEFNITIONCHART HlbI W/ CHART 111CI W16'e TAPCON XL ANCHOR USE WA IRM BEIRED1 FOWK AM!RA' K X=LW USE WXMUM POSOK USE UkUWM VAUX BEIlMiZIN POWME USE MAMMUM PQSffK 5116rO TAPCON XL ANCHOR MIN. SLAT KILD.LOAD VALUE AM MMINt ASB.two AS.D.LOAD VAUUE SPAN MAMAX SLAT MiM.SLAT MAX, MAX,STAT SPAN bw REOLMED UK SOWAXION X.• SPAN SPAN M GLAW Wisumm m A.S.D. *LM^*(FI) (ft" m cm UESURED TO oesicN -LmAx,(F-) tute(FT) eAw or 9AT(Ix) PTIVA)OD AND DESIGN BACK OF SLAT(in) PRESSURE -V5M-1WPiD W"IRIPPED (2)2.1'9=0 SILIDS PRESSURE wmi BKO-OUT sU`;U`-cUT RATING a ww-w &BuLD-w YR RATING maim v It BLWJ>-= BARS (T11.1AC-1 RDE.K(ONW t 14, '4" W/o STORM BARS W,4%' TTI wo STORM a) =WMA) I=wm- A) MA. Mmes a stt wTes A DETAIL 1(ELEVATION) 7.-E ........... ....................................... ........... ----------- 40.0 6,-, 40.0 61.-PL. a NOTES --------------- r45.06 &'-S" a,-$. 6,-8" 45.0- '-c- ............... .......................... i. V-5 6,-�, V-9. - V-9" T. A&M INDICATED MAX. SLAT SPANS MAY BE USED AS LONG As ............. .......... _.O 5%7- ANCHOR SPA,^ING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING .0 ............ ............ 1. - !S AVAILABLF FOR THE CORRESPONDING SLAT SPAN AND XS,D. DESIGN V-5" 1 60.0 -1. PRESSURE RATLNC, MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: 1 WOOD FRAME AALi TO BE BUILT STRICTLY IN ACCORDANCE WITH S CHAPTER 23 OF • PECS GIVEN ON �E-"�!L AND PROViSIONS PROM VAUD FORDOL;aAs-FlR-9XqH(0-046) r4,F. FLORDA RUI LING CODE, MIN-LIUM LENGTH OF WALL AT CITHEF ...... SOIAFFM itT PINE#2(G=0-55) SIDE OF OPENINC SHALL BE 33" ............. SM)CE PIW-FtR-S;TH(C-0,36) .t ..........._._.._ VALID FOR DDJMA%-RR-MfrH 177- .....-—------- M SOUINERN PINE#2(G-0.55) En L�- — —_j VALID FOR sxmim FINE �!4s. SLAT SPAN DEMNITION FOR WA:K10014 FLORIDA BUILDING CODE (High Velocity Hurricane zone) 10'-0'FCR WIU)-W-7; 2015 7!LTFc11J MAX.pmmrain F.kL "Am 11' INSTALLATION INTO WOOD FRAME STRUCTURES Nautilus /11ME c 0 INc, EXPERT SHUTTER SERVICES INC. COMPA"Y TILUT TESTINGsu ENUINEuRING K wm f626 S1111. 811,7MORC STREET cz, 11 ANO OF PORV St LUCiE,Ft.3A904 DRAWIN,N. Wit (2\?.-Se mloo snos 749-S I I IV.,(m m L M'!!SICE.BEYOND)I WALTE4 A*F`UT PX DETAIL 2(ELEVATION) FLORIDA U, zu Of 2fi MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE, WOOD GRADE,A.S.D.DESIGN PRESSURE RATING(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO ZW"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL I ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) - mm-Alb.u� b.U. DESIGN SLAT M FANCE DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE WOOD GRADE PRESSURE RATING RATING d to >4'b6* >Sto 6!*>V to r*>I to Gr">T to W RANG, .s ' RAN .s q-e to v--e RANGE(P.S.0 _ 3��O 6" 61. 6.1 ........... ...................................... .............................. SOUTHERN PINE #2 .............................. SOUTHERN PINE #2 ..........-19 ........... 6" 6" 61, 4 3/4" G-0.55 50 50 .................. ........ .........-- --- .--........................................................... .................... 60 6" 60 G" 5" 5 3/4- 5 1/4' 3 3/4". DOUGLAS-FIR-SOUTIi DOUGLAS $0 6................_._6"_....._.____..._°...._......._.. 6' 6" -nR--- .tjTH 30,0 " .................. . -7 1/4" 40 40 6 6 SPRUCE INF 1,R-SOUIH < S 0"0 6" 0 6 '1CO ,jNE F)IR- SOUTH 3SPRUCE BUIL I D-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20'; MMA51) DESIGN SLAT SPAN RANGE • WOOD GRADE PRESSURE V-4 >6-8` >6-7' >7-0 >9'-10, RATING RA = st"-aff ww-mjw �vrp"Mow RDwow- NGE(p,s.f mouRr 1 MOUNT w mmm W&F4 MOUNT w .......... .......... ................................. SOUTHERN PINE #2 !/A` /4- ...........................--.6........... (G,=0.55) 5c f. 6 6 5 1/4" 5 114" 4" 4- ........... ...................... .......... ............. ...................... .......... c� 6.. 61, 3 60 6. 6" 5 3p., F; 3/4- 11 4� :5 DOUGLAS-F)R-SOUTHI 5, 30.G 6 6 6. 66 " " 6" --- ' j727 4 1/2' (G=0.46) 40 6" 6 6 -,/2"1 5 112" 5 1/2-, 5 1/2" SPRUCE PINE-FIR.-SOUT)ii t', 30.0 66" 6'. 6" 6" 6' 6- 5 1/4" 5- MAX. SPAN FOR SLAT FOR FLORIDA PUILDING CODE(High V.1*.Ay H.,rieone Zone) C 2�)15'CTECO Mr. Nautilus a�w.W� A GIVEN A.S.D, DESIGN PRESSURE RATING SHALL NVIO EXCEED MAX. SLAI ovmos DTC SPAN INDICATED ON SLAT 11LIECO.— PERFORMANCE CHARTS ONTiLUF TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. W. S'.s,.——�.,.IM., 1626 S.W.BILIVORF STREET SHEET 20. J 31,1.:I-I- — POFrI.ST.LUCE��J, 1,5-070 —3.bIt—Q-1— ssa DRAORIV No % • 006719 A 0 p.. , - WALTVine".TIL1.11 P.E. 4W A FLORIDA U, —t,7 r4 4 � � i | � | | | | | / | / __� _ 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 PRESSURE RATING(p.s.0, SECTION SI-Sl(SHEET 9) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.sf), DIESMN STORM BAR SPACING"e(FT1 DESIGN STORM BAR SPACING"W',M) PRESSURE PRESSURE 2.667 6.667' 0. \ ANCHORSTYPELEGEND A 3/8"a CARBON STEEL KWIK BOLT TZ | EXPANSION ANCHOR W/ 2 1/2" Min, ICK PouRrD i � / � | --�-------� O o� 5 O 2 O mol 2� �� SCHEDULE 1a SCHEDULE 2a FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING -MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX, SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.s.f.),& A MAX,MULLION DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT) SPACING(ft) MAXIMUM MULLION SPAN TO MAXIMUM MULLION SPAN(TT) MAX MOL 4%7xl/4THICK(&V FLANGE)MULLION &SID. mAmuu eKS"XIIA"MULLION G# 4')c8"x1W MULLION G2 4*x7'x1A"Th1CK AS.D. MwwUm OG 4716"x114"MULLION OGI V'x8'x1/4"MULLION @ ' ' ' Des" DESM Wum PRESSURE MULUDN IRMSURE SPAM WWII SpAcm Vw RANGE)MULLION RATM (ft)- M (1i}(1i}ORIENTATIONN ITT t=:,vfl ORIENTATION#2 t O;ZiEwl,�.TION#1 #i;it ORIENT41TON#2(0) ORIENTATION #*t! ORnITATION 02 of ORIENTATION ORIENTAIMN#2(8)t ORIENTATION#1 �4tj ORIENTATION 12 Q1 ORIENTATION#2(0) END I INTERIOR END INTERIOR END INTERIOR END INTERIOR END END INTERIOR INTERIOR END INTERIOR END INTERIOR END INTERIOR END I INTERIOR 7�2_c�, V-4- 1—0' 7 F-7 1—776- 9 77 -7-6• -777 3(10 -Ir -.3. W ..1 5L 2L 7, 12,-Cr, g'-4' 10'-7* 0*-0, _r. I 1Y,-4, —61-11"", 35.0 2CY-O" T-4* T -;,�, ............ 6- 11.75.......... 1-5 _...8-g• �!.*....... 7'-4* V,- ....................... ...........!R.Mll:.............. ........6'-6* mo 20,-0. 6�-i- _r. It. ........ V-6. 3 ............. ......19!7E. ...... 10'-61 7�8' 9-V $'-IT* -6 ,j2 _4� _iYF 'FZ4 8, it 5, 3 6 6'-3* 1 -4* ... .............-,........ ............... Am._• ......A ................ 5S.0 201-01 51-11, 71-i I ............ .......... ........... ......... W:-6- 6.74..._...._68-6" 12'-0...... W9 ... ....... -—--_------- 7;_9� �-w 12,-6" doz -j-27_7ji� _-EF- - _ __**7`:W --iF 65.0 6'-4- W-2 11 10* 8.-3. .-2. _..._18.04'_..._.5..._-3....._ 9. 6. It. O�O 17'-4- S'ZiR_ V-S' V-4- WZ—V 1-1 7 m- 1 7` 4' .... ...... ............ ....... - 5�:4 6 7a.0 16, 51 �0-5* -10' -3 7k& ........ S' 4 3' S.-6 12'-4' .0 .-,z 7'-7 ac.0 15'-9* s,_9, 7'--7* 5'-4" _::4 to" W-3" 7,-10, 6'-,2' ill ........... T-jlW-6, V-6 wz- ..........._=_.............. ................. le- -- --------- 7 7'-7- 5'-4- T-9' G'-Y 7'-I� s,-2,555_ 111-5" 5555» -4- V-3, 0 15555.»..._7-.!.•__. ..`'..-5__.........91.-J' 11-5"1555_ 5'-7 72'-3 6, To' - _iY ' i .............. .......... ....... ...........6 _.J2�-9* V-11' 7*-7- T-O' 8'-2' 5-0 9 2 -s* 6,-7* -9 -3 7'-6' 7' 6,-51 it' 12' 105.0 12 _f7�r.__ I—-.....- ..,__..., ---1- , ___ __�F 9 i� il'-s' 51-9 ........... ......-_-- 1*-7:. 5555.._ W-5, -10' -3 6--ff- 7*-9' 6,-6^ 1 V-s* 6�8' 5'-IT 12'-3 11010 IV-7' V-0- 7'-7' 5'- Y I F_ _ ............-_. , .5, tiI 12' • 9'-:!' 7*-2' i7:7_,""',-**'_'�� 3 .----.--- I ......_8;...p:_... 3 12 ,0 • • • 8'--2' 11•_5, . .. ............... ....... ........... ...... 1�0_-1 77-10- 1. _3 125.0 10'-2' 6,-2, 7'-7- V-10, 6. .......... J;M_ .Vo�,.I*... —W "5155. 130,0 V-10, 7,_91 70� T-: 11-5- 12'-3 t36k 9*-Icr 6*-31 7'-4* a*-2, 11,-5, 8'"t• 1213 -3. 7,-7*1555_.. 5-1--,,I,,l T-77 i�_*i `. ..... -ti`-s*'**'*'- 1151: .................. ................. lii:o_ 7'-2- 12'-Z M.0 -,T-101 7,-7* r-to" 6-3" 12,-1 .......... .......... ...... ........... _6 .......... .......... 7'-6'.. g'-3- ?'-6- 8'-2- g'-Il- 17--5- jE!��I Y- .- �� ;.......... 6'-3- 12'- ...............q; 6"4 , ................ 11 - Isma, 8, ...... .......................... ..................................... ....................... Ti�_3 ` 1K.7L I 7_�'�--- ...... ............ ........ f5'--6' 1 12*-3 1 155.0 ev J'-6". . 6-2 V-7- 1 V-2,^ 1 11'-5' V-6* 12'-3 er-o- 1 61-7" 1 71-e' 6*-2' 9'-r I Ifto 7' MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.D.DESIGN PRESSURE RATING SHALL NOT BE YAM%ORIENTATION IS AS SEEN FROM THE ou,rsIDE(EXTERIOR)OF PRODUCT. ._-...._--rEND MULLION a ....... ..= 1:..... jNTERIOR MULLION ......... .x5555 FLORIDA BUILDING CODE (High Vetoc;ty Hur,iwrtv Zone) 7. •L-, Q 2015 WC. DR,*`BY: F.R.L .-Azl Nautilus MULLION SPACING: ct Pmmctive Rolling system FTLMc0,1c. \ GATE Tt LIT TESTING A ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 4 "W11. 1626 SN'.SILTMOTIC STREET PORT ST,LUCIE.IL 349e4 PRAW;NG HI, AL -com EAT .719 R A.VILLM .P E, wz Lk, C7 a.(mry SHECI 7.4 or 26 fill SCHEDULE 9c SCHEDULE 2c FLOOR TO.CEILING(TRAPPED)MOUNTING WALL MOUNTING MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A.S.D.DESIGN PRESSURE RATING(p.sf),& A T-0"MAX.MULLION DESIGN PRESSURE RATING(P.S.F.),& AND T-0-MAX.MULLION SPACING SPACING(ft)' (FT) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) MAX Uky- j#A.S.�D. OG 4-4"xl/4"MULLION &I 4"xV�xl/4"MULLION VX7-014-THICK(3V FLANGE)MULLION A.&D. DES" mkvmum @ DESIGN KWMLW OG 4'k6kd]4"MULLION 4*x8"XI/4"MULLION rG2) 114-THICK _ mvUJoN prdmSDRE WJLUON '*FLANrE)muLuoN SP 01146 pATM SPACING 00 ORMAMON#1 t WENTATIUN#2(0 t) ORIENTATION#1 #3j OrCENIATION#2(0) ORIENTAMN OR[ fit')#2( I ) (ft). ORIENTATION#I �tj ORIE ENU I INTERIOR END INIERIOR END INTERIOR END INTERIOR END END WERIOR END I INTERIOR I END INTERIOR END INTIERCIR END INTERIOR END I INTERIOR 2- 12-6 12'--6^ W-6, 12,-6, 12'-6- 1 7*-0, 12,_6" 1 11-1. 2� 2:-6....... .............. 12'-6'_ 1Y::F__'ii_'-6' --1* 12-6- I2'ZF_Ti;-* ....... -,t2'-6' 12 fr 12-6 1 -6'.", 1i; 6- . .......... ................... .......... .......... ....... 12t-6, .......... n _-_w jKm��. 12•-b`- 12'-6' 1 K7 ........ .............. ........... 2L- • 12-6' W-6- W-3- IZ-6 2L-§" -f•_ a...........?-n -6 11-3 12,_a, 2- .................. ...... ...... 1 • - ..........1?, -- 1K 2-6- 121-6, -q .1.-1 ___ .-.,w_____ -6 121-6, IV-3, -6" -6' 12'-6' 88.0 7'-0* 12'-C 12* 12' 12'� i�.......... 12 12'._- ........................ ............. JZ 1:...... ............... ........ 70.0 W-6* 121-61 W_6" 1-3- 121-6" 12,-6* 12,-6, 12,-.6, F _6. .......... 7 . ......... 12 ll'-3* 12 t2'-6".... 12'-6•...- 7--W IV-t� 101-it, 12*-6' 12'-6' 1 V-1 1* 12*-6' 12,-6, ............ 6 7S.0 10'-2* 12,-6, it' .......... ...... 2 ......—------- 11,-11" 12*-6' 12'.-A' 12'-6* W-10, 12--ii� 12'-6- 12'-Ef -7 to, I V -it-ZF 9 12* icr ............... 12 17•_4•...... 1-4' 12'-0" ................................ ... ............. ................. to- 10-8 -0 10'--7* 9'-7 ........... ,7!r -_2 ....... 1 ..........I.,...I -_,- _Jq'::fl'........ 10,-2, T-61 91-6" :L2 12'-6" W-5, 1c,-1* 12 •- . ...... .... 7' 8'-3.'.......... 10,-0" W-1, 1 ............ ........6 . ...... ... ...iv-r ........... .......... _w _iv 5` S,-7, 12* 6* -7. 12--w, ......................... ......... ............ ...... q.-O. W-10* S'-7- 10, 1 .......... ------*_,,,,,, , _ • �?.'__1: . ....It5A ...... ...... .......... 7 9,-7 9,_5" -jo O`_ !2-6' W-2, W-10, 12'-6' .......... .......... ........... ......... • 8,-7I I- W-7, , -7- ............................. .......... ............. • • -4 11-5 ........... .......... ................. .......... .......... 11 127-6- 12.-5. ................................. 7'-OW 6;- 12*-6' .-rn aq- 2L-�- ____--f-K........................ ......2' _L T-O' 8-0, a, 3" 2 ...... :Lcl:-y 9 2-6- T-0- If-6, 7 lo,-I" g•_.. y'-C' 1 -6 14U ........... .... ............»._.. ....................... ................ a'-6' 7-1 G' 12,mi.F 7•^70 10"-T' 9'-2' 8,-,o .......... 77:4•-, •- -Kzc .7,-8....... 12, .......... 7' 7*-0' 1.-,. 12 1" 8*-a' 7� 12,-2, 160.0 71-C)" 71-01 1 91-9, 1 W-.8" 7,-5, 12, 6' _c ��I _A.-7- a' 17 LA-:19.*.... ....5 MAXIMUM MULLION SPACING SHALL BE SUCH TI IAT MAX. ALLOWABLE SLAT SPAN FOR THAT A S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. MULHON ..... 3 INTERIOR i o- MULLION 7 11, ........ Z9 FLORIDA BUILDING CODE (High Veloo;ty Hurricane Zone) ;._.._-S•......... TECO N, •iOW&A t0?11Nautlus Impact Pro rectim RaLfing-i5Dwfem �4/10/15 MULLION SPACING","S" OAIE 11 Ll,! S INC. _T1 L E C�O.. EXPERT SHUTTER SERVICE TLLIT 7CSTING A,ENOINEVOING COMPANY At, 1626 S.W.GILTMOAE STREET 15 PORT ST WOE.FL.34984 WALTER A.TJLLT Jr,PE.P.E.. F-OR101 U,1 881157