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HomeMy WebLinkAboutProduct Approval GENERAL NOTES: S.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALU.A ON OOCUl6ENT(PIED.)HAS BEEN 9•ANCHORS REQUIRED FOR STORM BARS CONNE=CNS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET S. VERIFIED FOR COMPLIANCE IN ACCORDANCE WRH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE -3/8"0x1 1/4 CALK-IRS MANUFACTURED BY POWER FASTENERS,INC. NAUTILUS AR LUUSS ROLLINGSHUTTER SYSTEM SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(AOAIJI-OADE -1/4"px3/4'SOLID-SET MANUFACTURED BY ALL POINT INC._ -3/8"0 KWIK BOLT TZ MANUFACTURED BY HILTI,INC. DE51ON WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MIRMONED CODE. -5/16"0 TAPCON MANUFACTURED BY IIZY BUILDER,INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE ME N71ONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. FOR A DIRECTIONALITY FACTOR Kd=0.B5.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2OT7 FEC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL AND SHALL NOT EXCEED THE MAXIMUM CkS.D.) DESIGN PRESSURE RATINGS'INDfcgM ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 100X EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE)Y/MAX. (kS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26, 3/8'0x1 i14"CALK-IN 3 3/4' 4 1/2" 1 1/4'(3000 psG 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" 1/8"(3000 SI)PSI) NOT ALLOWED A 33X INCREA9 IN ALLOWABLE STRESS FOR WIND LpoADS WAS NU USED IN THEIR ANALYSIS.FASTENERS 3/8"d KWIK BOLT 1Z 9" 4" 2 t/2"(3000 psl) NOT ALLOWED SPACINGS TO DD HAVE BEEN DETERWNED W ACT;-VI WITH N.D.S.2018. 5/16'0 TAPCON XL 3 3/4' 3 1/8° 2 1/4"(2899 psi) N07 ALLOWED NAUTILUS WRH SECTION 1fiSYSTEM N91.2 ADETQHUACY OR MEMCON N OCYCLICDE RESISTANCE CAN TE HAS BEEN LAB 0(VERIFIED IN 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA REPORT 1030.01-08 AS PER ASTM E 1996-05, E 1886-05 AND E 330 STANDARDS,QUALIFYING TOA, ti, 1114 12, 12A, 13& 13A INSTALLATIONS FO f�WIND ZONES 1.2,3&4,MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KY/IK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI. INC. INSTALLATIONS.AS DEFINED BY SECTIONS 8.21.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 &20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-TES 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(fxC-ePT IND RETENTION SCREV7.P6 TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 80 kal EDGE DISTANCE AND f0M8EDMfOdTs ARE BEYOND ANY FINISH MATERIAL YIELD SIREN AND 90 kal TENSILE STRENGTH R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT®GROUT FILLEDOR 50018.ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY TW BUILDDI&SHALT.COMPLY W/FLORIDA BUILDING ANCHOR SPACING® 700.°6 EDGE DISTANCE® 700$ CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3/4"0 KWIK BOLT TZ 27" 4 3/4'(3000 ps1) NOT ALLOWED S. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksl MINIMUM 1/2'0 HVBK BOLT TZ 22 1/2" 7 1/2' 3 1/4"(3000 PSI) NOT ALLOWED 3/8'0 KWIK BOLT TZ 6" 4 3/8 2"(3000 PSI) NOT ALLOWED YIELD 3/8°0 HUS-H SCREW 4" 5'f 2"(3000 PSG NOT ALLOWED 6.NAUTILUS ROLUNG SHUTTER SYSTEM BEARS US.PATENTS#6,095,225 AND#7.409,980, 3/8'0 WEDGE-BOLT 4 1/2" 4 1/2" 2 1/2"(3000 PSI) NOT ALLOWED 12-0 MIS.-H Sum OR 3000 PSINOT ALLOWED 7. ANCHORS TO WAFORA SIDE RAIL SHALL BE AS FOLLOWS: 5/8"0 HUS-H SOR TO BUILT 7 1/2" 7 1/2" 2 1/2"(3000 Psi)) WALL. NOT ALLOWED (A)TO EXISTING POURED CONCRETE MIN.3000 p.s.l.COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16"0 TAPCON XL ANCHORS AS MANUFACTURED BY TIW BUILDEX• INC. TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KYAK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI. INC. 12 T SHALL BE THE RESPONSISILRY 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. NO iE.EDIA NT INTO STUCCO XL 13ERCONSIDEFTED AS PARTY OF TIE REQUIRED EMBEDMENT. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A2) MINIMUM EDGE DISTANCE(ED.)INTO POURED CONCRETE SHALL BE: 14.LIFTING MECHANISM NOT PART OF THIS APPROVAL 4•FOR 5/16'0 TAPCON XL ANCHORS&5'FOR 3/8 0 KWIK BOLT 3 ANCHORS.EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL STS 15. (0)THIS P.E,D, PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE A3)I1N}{f EXISTING WALL OR FLOOR.ANCR HOO SOHALL BE LONGRENOUGH TO REACH TME MAIN STRUCTURE BEHIND bG�ONDRIONS DEVIATE FROM THE P.E.D. SUCH PANELS, (h) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL'OSTIAL C-90 RED.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY TIVI BUILDER•INC. (o)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED'DY ANY MEANS. 13.1)MINIMUM EMBEDMENT OF 5/18'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT 1VHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 21/4". RECORD (EOR) FOR THE PROJECT AND WHO WILL 13E RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER 70 THE P.E.D.ENGINEER=SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.2)BLOCK SEDGE FW BDISTANCE (E.D.)OF 5/16-0 TAPCON XL FlNISHORRS INTO GROUT FILLED CELL CONCRETE (e)THIS RED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSID14AL ENGINEER OF MATERIAL RECORD THAT PREPARED T. 13.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOU14D ON THE D(ISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 16.PRODUCT MANUF +RSB%5"LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF SUCH PANELS. FLORIDA BUILDIW' 0 YOB- SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.92 OF TRE FLORIDA BUILD94G C TO EXISTING WOOD FRAME BUILDING:SPRUCE PINE-FIR-SOUTH(G-0.36)• DOUGLAS-FIR-SOUTH (0=0.48) OR Ptl\ 3, -WALL ONLY E USED 7O ()SOUTHERN PINE#2 W/G- 0.55 MIN. 7NE STATE OF FLORIDA FLORIDA BUILDING CODE(Non High VeloeRy Hurricane Zone) -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY TW BUILDEX, INC. f 02017 TOTECO INC. C.1)MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME LINT SHALL BE 2 1/4"PHYSICAL d�.-+ �9�� (t NautSl88,� cRn�c est THREADED PENETRATION. ? Ra7lingShuHerSpstem a3/zTE NO EMBEDMENT'INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. qD-^-- ��� ®I��• EXPERT SHUTTER SERVICES INC. �� `% "' C __- ' 71LLT TESTING m ENGINEERING COMPANY C.2)MINIMUM EDGE DISTANCE(ED. OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE 4S -' 1� 1626 SM.BICT14ORE STREET T7-'244 BEYOND ANY FINISH MATERIAL �'•• \\ vwo=a�Sm1-tss2.w,p2°X.n-Asn PORT ST.LUIaE,FL 34984 F,Q1 ••••• ���II\ a-mal:tllf°°00006c.m PROBE 0pF 7{9-9QSa.FM 871-0.20 ORAI7WG li° C.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,( VENEER OR PAVERS BE FOUND ON S/� •ry II EES-0000557719 p 6m:-'I . THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO NFACH THE MAIN STRUCTURE BEHIND VRl1PoOAAI? dµt 7� i+•/== SUCH PANELS. P.E,S�£!�/bIF`M'i19�3/DATET T �� s4z• r 9 (TYPJ d tsn �oatnos �� #3 #4 AW #1 #2 sio Ta6n neo' ,1t� ! .451- sts` i °A DEI'A1u A •; � 7sesx;aEsssrm.twtisel .aro• $t5'S �.p LYY 9 tn�sttEanTtasatr�Tx�nata{rx.�'t° g2ts757NEiNF�nr�etHREuatOtr� �0.199i' p2Na- nn8' Aga RSA.- R264d' l _— _ OPTION Al RAOYOLIIHICI sc"-SPECS OPTION#2 hY/WASx&Al RU45` MASS* 0.1818' a-2 1a�j f •-7F�{,Q * 41ONTSTNNLMSTEELSCREW N q a d dei e7 y �e`I •�:i '� pEFAIL•C ,y{, 9 CQA=V FAc"E tMt Wnx�EON p Kee• C0MMISYSTEM,AS6MWACTMED RO)a. o' RYSUNBELTCOAMOAC '�,•� ta • 17=191.4 IW masff4w t0. 5a1' f Da•T.B M�•Jj 494•�u S Fat=196.8 k51RvaSESmcTibTtp ^�• 564' .678' �� � ^,J am• ,J2r7sr rar 5 (TYF•� ,�• 'C/ STARTERSLAT tm- LOW686&TSAL�I�UN�~I7MN.LOY .� 6.63-TOALUTANUMf3LOY /\��'j azz-• LAT F1=3t5 k9(0,l4 DETAiL•0 SCAli:tt[' r Beq.TsAw INUMMALLOY SCALF-1IW-• SCALE1rY=1• . '-i .2a0• —xms .au '3 4A80• ACEI•ALBUSHIN �•'.i 1-11ba• F25' 1 bgpp• ••_ (UsEYoomoNSCi ANn ta .,66• t � q •'� =�Bu6HIN66PEf$ bb •_ DE4SBY:i.4gW .12 m) TFNsMMODuLUS3TTM 5 .) Ts s EST3 PE ATYEM&U5k2 BUILD OU RIlr= Ei9xilRUMwu7L.6eabl .128' 1.2rS' 2A2s' b8s4TeALUWNUMALLOY MODHOMG WWACrBOMW SCAIMlir=r ���1-1�>•--•,�. vooa'— C RETAiNINC�SYSTF1d:SCREW+BUSHING � BUILD-OUTNBE E1 BUILD-OUTTUBE scueta=r @ SIDE HAIL a TSALUMINUM ALLOY eas3 rBALUMwuM aLLOY ,3s waa.TsntuMINUMALLOY srxeur=r scALE:ta•=r � J scueta=r •'MUST BE RsAomm BY SNURER Gaza• A MANUFACI AUR TO ALM FOR A MINIMUM 4A:a• aa7 0.060•CLEARANCE BE1N'LTN=Vl MAO AND 2 CAM YAA.t.AT ND CANE POMMNS. O 13UILD-OUTTU13E _ z.aao^ zmo•� ba63TeAL43n6NVi6AtLOY 6CAL6:1lI=r 4A0a' .5607 tt+--�+il ma,--- 11,V91x314'MVlBUILDEX TEK SCREW yp• CARBOscollL.N STEEL 1w.r .2w .250• q �! 6110.91TWlBUILCAROMStEEL GONXLANOHOR cAPsax • s�atxlrr-t• xa� 4 aa3 i � QK STORM BAR l /318`O HILTI INC.KWiK BOLT 3 ANCHOR saSTOR M NUra�LSGY r jiF.0 s....• SaALF-IM=1• - © 4x7 MULLIONIc'� `, __ cARBDNSTt:EI. F j=PEtlANGLE G dx6 MULLION G dxe MULLI• 6061-TSALWAINUM �"�"rl sf^ so m w,r Saoi-'[S Alt74VNUMALt.OY 6881-T6N.tR SCR1E3.d• 1 � L �•�, sac3•.rsAtiR.BttUMAUGr ��,�.=1, scALe:ra•=r � •, •� _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) SCALE 1f1'•1' 1 02017 TaTErn R7C • CtLiriit Bn � 4496 >�audyUH tG RoZtia ShMHcxS fem ta/zyn -CS�, i �� ���IIF7c. 5 � DATE S F •GLUT TESnNG a LNGINEERING OOMPAMr EXPERT SHUTTER SERVICES INC. \ 1625 S.'t/EILTMORE STR= �,c•y)yp�//��9�.•ary �y-•'paf1 p�-y9, '., { \ nu ux ax.s.sm s+6.va¢rA wm: n av99 17-244 !,/!V t I f--.A\T�Sd a./. �'•........ A �,:•'' SGr,\ Fl,=„.Pos1m1-,sa.F...(atY- tsa, PORF ST.LUCIE.FL J4984 a� 1 e-ma4:G11ccaDaa4com aTAYstc M. s \�X517 ETi-000L6U7T79 �. —)715-..sHansfi.trx�{7rt)o'rt-aasa' E} •1•./•r••••..... • DATE wFIA oRI A IS¢,tj 44tPc/� r m xwt. �+Vu ♦ SKEET 2 OF25 i r 14 14 13 74 12 20' 4 73 18 1 SIDEIEND CAP 1s . i i t8 2 HOUSING(BACK&TOP).040 THICK 19 ° 3 HOUSING(FRONT&BOTTOM).040 THICK 8 4 SPRING BRACKET 5 SPRINGASSEMBLY 6 60 MM OCTAGONAL AXLE 4 7 SIDE RAIL-� `• �' 8 SIDE RAIL(COIVER SECTION) 9 ALUMINUM STARTER SLAT �• � I n _10 ALUMINUM SLATS 1-10 ° s 11 ALUMINUM BASE SLAT 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 Z:zz 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END Q.�&.1-&SSEMBLY COMPONENTS lkz tD rt9rrr . r `aa, ya,.•' ('j �`�'•.,°� FLORiDA BUILDING CODE(Non High Velodly HuMeans Zone) 02017 T0.7ECO INC. Nautilus po•441 6 9 nomnyshhuftersyStem OO�VL24C/�17 tv y pDATE IN C. EXPERT SHUTTER SERVICES INC. �� • •C� '-a'�'laa 1�.TES1'.° 82 ��" "O eO nPa"E 18 SIV.810MOP.E STREET 17-244 {`l�V;.•'[r.�` as Pn„o,(us7],_, ,6y,=p 101-ua, PORT ST.LUCIE.FL 04984 e 4'� •'•••• V { 6-mail• tilt—D-L... OP.AWL4C Re PNOYq(800 748-9096,PA,O I)0]i-0890 N0006719 rs.;n. r_snm, evc ¢c ran ` P.E�S�RE/GATE FLOC�1ILLLL1I9 4416 sNEEf a OFZB a OX Y/6 & Y/7BOX p V 0 R 9 EAR V/9 0REAR 14�, & Y/7 K /-OCTYP.) 7 END CAP END CAP \wx,\\\N\\\'� END CAP---� END CAP-4 SLATS SLATS -t T. #3 TS SLATS Ile 64 -SLATS v-i SLATS 5 m fsLATS _11ATS ta rc Ni57 0/8 0/8 -.'S "G SLATS O/6 o'/8 0/8 U/8 0/8 N #7 ' SLATS SLATS7 ' LATS kv�N tfm R sots D 9w., D 1@ N I - - ��a (Typ. ED. 0) (Typ. Ea. END) #9 -- -SLATS ------- it -SLATS Nil mp. (T ) SLATS50 10 SLATS 7,77" STORM BAR SPACiN;7/ 1 ZZ 41' �Ylr. Y/7 (SEE SHEET 22J p >V,49 1>V/q >V6 &Y/7 Mc-SLAT SPAN (SEE SCHEDULES ON SHOES IS Z,20) .M—MAY SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM_BARS (SEE Sommyum;ON SHOT 15) NOTE. SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. /TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.VS. PgocEDURE.Fog SLAT INSTALLATION GIVEN A SHUTTER HEIGHT; CASE I SHUTTER HEIGHT EQUAL OR LESS T14M I 1,-o"APPLICABLE To iNsrALLATioNs o STORM BARS,W/STORM BARS OR W1 STORM BARS&MULLIONS W/HEIGHTS UP To I I*-W. (a)CURTAIN SHALL START W/#1 SLATS AT TOP,FOLLOWED BY t2. THEREAFTER.ALL THE WAY DOWN.EACH SLAT#SHALL CONSIST OF MIN.FIVE(5)Biw THAT SLAT NUMBER PROCEDURE FOR ADDING SLATS DOWNWARD BELOW,0LAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED-OU OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM sLAT@mAy VARY WITH SHUTTER'S HEIGHT. (b)soTrom SLAT @)MUST BE ALWAYS INSTALLED. ....... FLORIDA BUILDING CODE(Non Egh Velocity Hurricane zone)I SHUTTER HEIGHT LARGER THAN IV-D'APPLICABLE TO INSTALLATIONS W/O STORM BARS AND W/OR W/O MULLIONS VI/HEIGHTS LARGER THAN IV-D". 0=17 TILTEGO I= • Gmu 44157 'w 1w. Nautilus (cI)CURTAIN SHALL START W/91 SLATS AT TOP,FOLLOWED BY 02. 93.­THEREAFTER.ALL THE WAY DOWN.EACH SLAT f SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT =jw; OL RoltiqgShutferSpiew -124/ NUMBER PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#I SLAT SHALL BE .0 IlLiElCom-. EXPERT SHUTTEDATE R SERVICES INC. CONTINUED UNTIL ADDITIONAL#10 T"Vr TESTING ENGI USED SLAT IS INSTALLED.AFTER#10 SLAT IS INSTALLED, SLATS MUST BE TO COMPLETE THE TOTAL SHUTTER HEIGHT- %%1 17-244 ^ SX.611.31,10RE STREET FORT ST.W=FL 34984 (b)BOTTOM SLAT @MUST BE ALWAYS INSTALLED- till FHM4F--(sea)749-4039.F� WAU%c ,lot, %YALIME"A'OKLOr.P.E. m�' 4 D-.28 I URE/DATE FLOPMA J,I SJlsm TAPCONS XL W/ spry spa O�s"Q6 060,/GAIN Min. ALUMINUM TUBE 2°z1/6^ sJ4 flx3J4°3iN BUiLdEx TEK SCREWS 2 1/4'1Atn.EMBEDMENY pEq•p 5/PE//EL///L',lA+/SH/ER®24'o.c W/ L"0,0x0.060"GALVANIZED STEEL & 1"O.Oxd.Ofid GALV. j•' ` %///f 2J7j4'Min.EMBEDMENT /-0 TAPCONS XL WASHER 24'o.a 16 STEEL WASHER 0 24"o.c. POURED E BLO I i *0 POURED CONCRETE n� OR GROUT FILLED OR GROUT FILLED CONCRETE BLOCK .. CONCRETE BLOCK WALL REQUIREO. WALL REQUIRED. L O I EDGE 0 t EDGE OF 1 -41 OPENING TVI q OPENM , M I�i'TJ f GLASS EXISTING �j ° �s ry 1 IX15SN0 ���� ' GLASS--'"'U (BEYOND) (BEYOND) {BEYQND) � I ".r 14 fi SEE ANCHOR �N SEE ANCHOR _ ' % s SCHEDULES ON ' S x SCHEDULES ON 3 SEE ANCHOR F N SHEETS 16.17 / z SHEETS 76, 17 ' x SCHEDULES ON & Is { Q h 18 - A p S 1EETS 16, 17 I A a A Min.SEPARATION Mtn.SEPARATION I� Mtn.SEPARATION TO GLASS TO GLASS g ci To Gess i EXTERIOR (SEE SCHEDULES, B FO(TEHIOR (SEE SCHEDULES, i IXfEFtIOR (SEE SCHEDU= ON mo 15) 9 ON SHEET 15) { 0 ON SHEET 15) / D -41 D a d �aR E3 ° I 11 0/8 0/8 0/8 ' O 0/8 0/8 r 1 0/8 POURED CONCRETE I �� POURED CONCRETE OR GROUT MLLUEOR GROUT FILLED— CONCRETE ILLED CONCRETE LOCK POURED CONCRETE 'S I CONCRETE BLOCK ' WALL REQUIRED r OR GROUT FILLED WALL REQUIRED. f/ CONCRETE BLOCK WALL REQUIRED.EDGE „ EDGE OF OPENI pOPENING I I Z 6 111 �7� 2 1/16° MIN. _� ! 1/2'x1 1)F xQ.D62.CONT.ALUM. !/// / fJ/ PAIN. EO 1 2k4NO.062 z00NT. AN(.L.E W 6/16'0 TAPCONS XL WJ CONCRETE // 1 ALUM.ANGLE 5/16°u TAPCON5 XL W/ 'T 2 1/4'Min. ABEDMENT 0 Z4°o.a. POURED�Mtn.R Q•n_ J 2J1j4`}�Et BEDMENT 1 2012/4 1/" Min.EMBEDMENT j ( _ -9V"1/ ' �24'O.C. nII/,/ QI 24'o.c WALL MOUNTING FLOOR/CEtLiNGlTRAPPEp MOUNTING EiUtLQ-OUT MOUNTING SECTI0NS.L11'`KiAf.-...! 1J FLORIDA BUILDING CCO�DyEy1(NN.n+/pEgph�YO.d'ty Ru rricone Zorm) ad" ,• l '�.' 0 2017 TiLTWO INC. ii}fii 6�b fiL+►'iI INSTALLATION DETAILS ON EX�IST('NG POURED ^ aOZEEngauff—sysiom CE/2fJ77 CONCRETE OR GROUT FILLED CELL CONCRETE = � �� ��®��_ ' . OF @ 11urt TEST ND&enclNEc6Hc CCL1P EXPERT SHUTTER SERVICES INC. BLOCK BUILDINGS �o,�".l�£�,.��``�? ��,.e�;,� °>.�,�n�,� agT�LUCIE*�e 'SH. r .. �1,_,�10. 1, , SCALE: sJ16"= t° a+ E°+•' C+p1L1� el�LlFjyID 060LL8I7T19m �.wFFAIM 1739-Dose. ,W D7 _ Wp m um d M16P"�JE ea wa. w�•tu L1fEET s CF 2D DATE flax.eMLON SPACNG W-1/10 OR W-2/11 OR (SEE SCHEDULE G or G1 Or © W-3/12 OR W-4/13 G Of© Of ON SHEETS 94,25&26) VI-1/I a OR W-2/11 OR Hox.5[OIUI 6AR SPACING IJax.MULLION SPACING ®REAR 7'O Or© Or W-3/12 OR W-4/13 BOX (SEE scxmulE DN SHEET az) (SEE SCHEDULE V/9 K ("i ' ON SHEETS 24, 25 & 26) /! i.�%' i�•'�Y.�!% !/.' ii/.' //i ,,,. . _ i`/.+: %!.'.'.:•`,•%-�•��/-'"i.i:'.'.> :!�'f. BOJ( END CAP, i 1 END CAP ii Jil i I iI n I t I 1 I 1 111 #2 SLATS I I f I I SLATS SLATS I I( I I SLATS a I I I l l SLATS Nrz P 8 !I P/8 1 l SLATS N I ({ I I SLATS a N cai I I I I I -SATS N C I II II rn a I I I I #5 O H c= I I 11 #5 I I I I 0 1457Ituy--� m N ® 1 I I I I SLITS B N 0/8 0/8 i 1 I I #S s N o p 0 4/8 #6 SLITS #7 0 p ,\ I I f 1 1 #7 I`\ m_ „ SLATS s? (rYP•) 1 R 8 i i R 8 � o 0 (Typ.) 1 I R/8 11 R/8 Dr i i °r 1�' l� i i or i i or y i R'/8 I I R/ LTs -vj�i o I R'/ I I R/ SLATS w i ii D R/8 i Ii D I I I I (TYP• or Ea. END) R'/8 I I l I I (Typ. Ea. END) I e I I a I I #g I 1 1 [it 69 R/8 R/8 i scars R/a R/8 suis 1 or II or 1 I or 1 or 1 11 I I R'/8 I I R•/$ i t I II I I R•/8 I I Rr/ II I I I II { I I �SLATS I I I I 11 I 1 SLATS �. •F.' .. .: r:Jr. �: .. ••,'��i,'•1,'.JJ••::. ,... .':, :/i• '. '..:. i.:�:: •.: •.�J:/'/. Vii..:'. J• i W-1/10 OR W-2/110R \\ B MAX.STORM BAR SPACING ®!W-1/10 OR W-2/11 OR B W-3/12 DR W-4/13 \ (sem STREET as) / a W-3/12 OR W-4 13 V/9 (TYp•) (rYP-) Max. SLAT SPAN I Max. SLAT SPAN Max.SLAT SPAN Max. SLAT* Max. SLAT SPAN Max. SLAT AN . (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION , TYPICAL CONS.ECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/O STORM BARS W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLOT INSTA1 L MION GIVEN A SHUTTER HEIGHT; CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0.APPLICABLE TO INSTALLATIONS W/O STORM BARS,W/STORM BARS OR\Y/STORM BARS&MUWONS W/HEIGHTS UP TO 11'-O". (a) CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY#2, #3, .....THEREAFTER ALL THE WAY DOWN.EACH SLAT#SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ....... ADDING ADDING SLATS DOWNWARD BELOW P1 SLAT SHALL BE CONTNUE UNRL TOTAL SHUTTER HEIGHT IS ,,r•r�C.'A,Rv COMPLETED. OUANUTY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT 08 LIAY VARY WITH 1tT�' '-. SHUTTER'S HEIGHT. \\ ��\ �i'•,�GEb6Ug :'t� FLORIDA BUILDING CODE (Nan High Velocity HDrr(cana Zona) (b) BOTTOM SLATQB MUST BE ALWAYS INSTALLED. ; 41T UL " E 02017 TILTECO INC. y�Q�T 57q y0 0,7AL.CITM PCASE 2:SHUTTER HEIGHT LARGER THAN 11'-C"APPLICABLE TO INSTALLATION W/0 STORM BAR AND W/ 4 = Nautilus gj((,a,t(„(�lus La- MUWONS W/HEIGHTS LARGER THAN 11'-O'. = rya RoLixTgShaKerSys[em CB/24/17 (a) CURTAIN SHALL START W/#1 SLATS AT TOP.FOLLOWED BY#2, #3 .-..THEREAFTER ALL THE WAY -1� •• DATE DOWN.EACH SLAT#SHALL CONSIST OF FIVE (5)SLATS OF THAT SLAT NUMBER.PROCEDURE FOR ; •., //T1 D t 4.3,X 6iNeaaNa aaMPAxY EXPERT SHUTTER SERVICES INC. _ • Sv •• "...—]61M1 SL.Slc]09.W744.•A a'Aaai PL 9n 1626 SAY.BILMIORE STREET ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUE UNTIL#1D SLAT IS INSTALLED.AFTER o Cr{ap li Phu.,(]os7nt-tss],,m t Tns)¢7t-tsst 17-244 $10 SLAT IS INSTALLED,ADDITION&! 10 SLATS MUST BE USED TO COMPLETE-THE TOTAL SHUTTER NJ 11 a-mal.tilt—G.deam PORI ST.LUOE,R.54984 HEIGHT. # �dt�1� ],oa W EP-0006719 �. PH0.V^�(000)749-y056,Fi:a(772)071-0990 evc 00A\YItiG Na �' ALTFA A•TUJT Jr.P.E (h) BOTTOM SLAT B MUST BE ALWAYS INSTALLED. P.E 5 SIGNATURE/DATE flAWaA Ua.6"167 i mn.mt unVn m SHEET 5 OF 26 E0. POURED CONCRETE Im.ED_ OR GROUP'FILLED F I ORO OO."'i J POURED O OR J -E0. CONCRETE BLOCK CONCRETE OR \ ONCttETE OR POU REO (SEE 5CHEOULES ON (SEE SCHEDULES ON cROUf TEFILOR (SEE SCHEDULES ON OOR J ED GRO:-oR SHEETS 17&18) SHEETS 17&18) CONCRETE BLOCK SHEETS 17 do 18) °Rpur POUREDFtLLEO K SFE S EDUIES ON CONCRETE _ CONCRETE BLOCK SHEETS 17&18) el A 2aso' \ \ \ *�/2�'. . A OE OR E1xasz• A aR E3 z•Jill DOR 1/eSUP D ® {O.G. ' H /z t/a• D ®4"o c 1/z•.1/4, FLUSH MOUNT (WALL) OR 1/6•SUP D SE C O O B S TRAPPED MOUNT BUILD—OUT MOUNT SECTION PIP (PI�N� BUILD—OUT MOUNT scLLD 3/16•-,• SECT O —O (P t , INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR'GR L� LE�1't iihfytL'E�iv' SCALE.1/4•o t• G DRG G GD ©D — H A 1 F I1 a7sp 0 4•o.m H I TH " ®a•a. 0 G.0 H C. 0 A 4 O.G. ®H o.a ®e 0.G A I I l A OR 1 •SUP D Am S TION PLAN D t D ,/2". 2 ,/a t/z' ,/+ t/2.t/4' / ORIENTATION OR 77O' UP OR t/B'S O OR t/ SLIP OR EUP D D pR 1/B'SUP OR 1/e'SUP MIALL MOUNT END Lom SECY ON — PLA SECTION — N ECTION R—R RAN) SEC 10 R'— ' N H ORIENTATION1 ORIENTATION #2 ORIENTATIONS ¢11 & ORIENTATION2 A B a•O.C. A LL MOUNT END MUWON WALL MOUNT END MULLION OUNT INTERIOR M L N - /TRAPPED MOUNT INTERIOR MU ADN INSTALLATION DETAILS INTO MULLIONS G,G1 G2 SauE 1/4•s t 1/2.i/a• /z:le (2) ex4"OR D OR,/B'SUP R.1/8•SUP D 2"x6• STUDS— (2) IU(2) 2'SW OR (SEE SHEEP 20) °0' ' (SEE ICH 2"W STUDS— i ON SHEET ALTERNATIVELY TO 0. A G SEE SHEET 20) E0. (SEE SCHEDULE MIN. 1/2" 1/4"o-20x34" S,S. M.S. ON SHEEP 21) PLYWOOD-1W/ NUT MAY BE USED SECT 4W '— PLA' LAIN. 1/2" FOR THIS CONNECTION .--ORIENTATION n2 PLYVIOOD WALLA UNT END & INTERIOR MUW OD E3 1.750•J-2250• z•oR t• T�raaa�u•... e'd A. CE) O °4 ei OR t/e•SUP A ®4'o.e. 1/2:i/a• FLORIDA BUILDING CODE(Non High Velocity Hurticona Zone D OR 1./B•SUP \ ao• °44116 7 ' 0 02017 TLTECO INC. 11"IN e1: FLUSH MOUNT (WALD OA � ? � �'J � Nautilus L.C. BUILD—OUT MOUNT g ; G �� C RoHingShuHerSystem m/z4/17 /� /. ` n�`.�.�. DATE SECTIONS III (PLAN)J 9 A•. (T �`+e� ,TWT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. •%y per. ,... tszs S.W.EILTMORE STREET 17-244 INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS p,`rl©QfgL� mcg:-000671 Lcam pNpl�P600) 9056aRr ST. ❑.m W4 671-0990 D�Aw1NG R. 1E ®-0°6016[7719 4r w SCALE f/a' 1• I' WATER IM Du¢�4-11117RE /u> a SHEET 8 oF]8 PJE EEW/S GNATURE/DATE EX6w?¢WOOD E ISIING WOOD 5/16.0 TAPCOIS XL W/ 5/16'0 TAPCONS XL W/ T1H155r'S OR RAP[FR TRUSSES OR RAPPER 2 1/2'EGn.PENETRATION 2 1/2't9.PcENETRAXIQ 1'x111/8 OR 1/4'0X3/4'NAY BUBDEX 1'xl'x1 OR 1/4'Oz-6/4'DW BURDEX &t'ODs°-060'CAM &1'0.13-0.0'60'GAM TALC 5CRE5Y'W/ TEX SCREWS W/ EOfI5I1NG WOOD EXISTING Y700D zx22''1/8' 2'A211/°' --TRUSSES OR RAFTER. ��•WASHER 0 24"ao 1—TRUSSES OR RAPIER STEEL WASHER P 24'O.c AWL!inufA Tues f'0,DAO.060'GALVANTLFD ALUIONUTA TUBE 1'13.010.060'GALVANIZED 1 SfEE3.WASHER o 24'o.a STEEL WASHER a 24.0- • 5/t6b iA'-COS6 XL /16'0 TAPCON6 XL Min. W/ Mtn- 1'r7.'c.T1ATiON Pl10N 0 24'e O a 24"24'o. (2)2'x4'OR (2)2'x4'OR 21.6'CONT. 2x6'CONT. (2)2'x4'OR I• (2)2'x4'OR WCDO HEADER WOOD HEADW. I•- 21.6'COM G 1 2'xfi'CONT REDWRED REQUIRED 1'lOOD HEADER p• WOOD HEADER r` REQUIRED � REQUIRED 14 i. I 1 I EDGE OF EDGE I I c EDGE `1 A M EDGE QE, II I y OPETlI1G 1 M OPENING ( I M o OPENING 1 �' z OPENING. 1 I M z D EXISTING I D ww I c EGSDND CLASS EXISTING , 5 EXISRNG gLASS I E%IFT'OR (BEYONo) I I y GLA55 I E10F760R LASS 1 I EaMOR (BEYOND) I Ef I 1 z (6EYOND) 1 p.I ru �6EYOND) A �,x p (2)2"x4"OR i SEP LATION c E aMOR 8 s (2)2'x4'OR MIn. P� (2),2'x4'OR (2)2'Xfi' I T°GLASS 2x6'CO l? I S�ARADON U 2 6'CONT. I ;: SEPARATION -I coNi.WOOD (M�L ON F� A y '110013 SND T°G� WO°D stUO TO GLASS o a_ SNL1 a 16' 1 :AST 27) �j' '+ I i o i 6'O.C_ 1 (ScE�1➢E(11 0 I i Q.a Max DIET a t s'Q.c (HE ox a a� REQUIRED. z MIn. M1UC.ReOUIRED ) s MAX.REQUIRED OffT 191 s� (SEE SHEET ANCHORS , SEPARATION V (SEE SHEET 21 (SEE SHEET 20) 20 I SCHEDULE To GLASS II . ) I OH SHEET 21 z 4 (Sff saEbulE ON c�N •i ® I j;1 i ® �+ 1 ® s a 20? 0/8. 1 0/8 0/80/8 ' CI I I AU.FINISH1 (2)2'x4'Op EE ANCHORS 1 SEE ANCHORS 216' SCHEDULEc EDGE 0 N SHED 21 t EDGE CANT.WOOD ON SHEET 21 OPENING B O.C.OM�6' 1 OPENWG I I : B I I; REQUIRED. 1 -L- '� 5 1 :: E.O. 1/2'x1 1/2'xOD62' 1 : I SEE ANCHORS f (SEE SHEET 1 E A 2z4'z0A62'xCANL 1 1 -SCHEDULE E. .COM ALU A.*ANGLE 20) 1 I �.Q. 9. ALUM.ANGLE \i' I ON SHEET 2t 5/1 fib TAPCONS XL Itll b• b/16'0 TAPCONS XL 0�8 1 0/8 PEISIRATION 1 r PENETRANON 0,8 108 a 24'6.c LYL F1NL41 O 24 e.e. 21.4'OR 2"XIII, FlNLSt 2'x4'OR 2' 1 :W.FINIS 2 i4'pR 21' r' 2'r4'OR 2'x COM WOOD i EXISTING WOOD CONE.Y100D CONT. MasnNG WOOD COM.1Y°00 1 I DECK OR °°° BOTTOM PLATE BECK OR BOTTOM PLATE E EXISDNO WOOD 6Or. PLATE DECK OR BOTTOM PLATE CONCRETE SUB REOUIREO CONCRETE SLAB REQUIRED DECK OR REQUIRED • CONCRETE SLAB REQUIRED (SEE SHEET 20) REQUIRED. (SEE SHEET 20) ;; GOUCfie�E SIAJ) (SEE SHEEP 20) REQUIRED. (SEE SHEEP 20) I, REDDIRED. B REcumED. B T EDGE I ,, / L • ,• IF APPMIDI Lr •f (F' WALL MOUNTING '/ WALLMOUNTING BUILD-OUT MOUNTING SUIL0.0UT MOUNTING / SECTIONS Y—Y INSTALLATION DETAILS ON E b T WOOD BUILDINGS I A° ,AA :'••� ••PR�••'e' - FLORIDA BUILDING CODE(Non Hlgh Velocity Hu'Ge Zone) A -44167 ,; ti 02017 TILTECO INQ. �)j'��xej�9�� 0 �Gt 9f .dl. ^5 O H 6 11^�� Nautilus ShM((HerdSystem 06/24117 _=_ •; •a,L�+1�`o rILUT TESTING h ENG�I+N®Gp COMPANY EXPERT SHUTTER SERVICES INC. � �t z +�\ GSTS KK xeu.A sa<OOR•a�n�O.wnes e.al's 1626 S.W.BILTIAORE STREET �t P!'oiu (965).�I-IO Fv (009)t]1-1fil1 17-244 fOke0ea61.c6m PORT ST.LUCIE,FL 34984 �O P60UE(9011)N9-90PG•FAX:(7M 971-0990 _ AyAy� .•1 EB-0ILL WALTER A TI. Jr P.E. �•n• �T"°N °'n 'n• °`Tx P.E o'er 511 RE/DATE FLORIDA u6.9 44161 1 misml Awn �ry 6Hfl7 7.OP 217 1/2'Min.ED 3' =4 1/2"WrL ED,-.•—FOR 3/8"O CALK-Rt ANCHORS (4) 318-0 CALK-IN ANCHORS OR 3"lin.E.D. 3'Min.ED. I FOR 1/4"0 SOLID-SET ANCHORS (4) 1/4'0 SOLID-SET ANCHORS OR i (4)3/8"0 KVIIK BOLT TZ EXPANSION ANCHORS OR (4)ANCHORS-PER Min. ED. "Min.E.D.11 FOR 3/8'0 KwiK BOLT TZ IXPANSION AN6HOR5 (4) 5/16"0 TAPCON XL ANCHORS STORM BAR CONNEC 1/8'Min.ED _ _._- 1/8"Min. E.D FOR 5/16'0 TAPCON XL ANCHORS / 1' 3" 1" SEE TABLE:2 ON EET�23 - 5/16'0 TAPCONS XL W/ -- - - EDGE OF EDGE OF SUB '-- ---- ----- - - -'- - - -:-- --- -- (TYP•-TOP& M) IF APPLICABLE IFI' APPUCAKE 2 7/1". EMBEDMENT 1" I / L WASHER 0 2 ' 12" K OR STEFl.WASHER®24'o.c. 4" Aon. a 2"k2"xt/8'x0'-5"(6063-T6 ALLOY) POURED CONCR h Q $ POURED CONCRETE • ALUMINUM ANGLE EA.SIDE W/ (f c-3 Ksi)5'm1n. U (f-3 Ksj 5'min. 2" B' a (2) 1/4"0-14x3/4'ITYI BUB.DD(TEK THICK REQUIRED R 5/16'0 TAPCONS XL THICK REQUIRE $CREWS TO STORM BAR QK 0EFOR E i/4"Min. / (Typ.TOP &BOTTOM) 11 I IBEDMENi a: UO.D.x0.060"CAW. , ipI IEEL 1YASHER 0 } S TIONS-8 11 I I "o.m 8 2 •� BOX 6 I Ii I I MtCHNE SCMV Rn1Y U It Iu 110000 LV10 ANCHOR MbROR - I"Min. FOR I I `• WIND Z}NE—j I8 n I In I I DETAIL A d I II I 1/4"0-20 OR 3/8"0-16 MACHINE SCREVIS USED JOINTLY VT/ W Min.FOR U ET 14 FOR AL z`c�y 7ORS RESPECTNELY SHAH BSE LEFT TOGOR EfHERo x i VJ/ANCHORSIA THE TIME WIND ZONE IONES 1 THRU 3 4 a 1"Min. FOR R / 4 WIND ZONE STORM BARS ARE REMOVED. (SEE DET.A). In u I 2 m +-3 t s I I IOR Min. SEPARATION TO I 0 9 I C2)ANCHORS*PER �o BAR CONNECTION GLASS 2" Min.F 6 I I D SEE RTABLE 3 ON SHEET.23 c 8(SEE SCHEDULES ONI \LV WIND ZONE ' P 0 SHEETS 15& 16) I j� 4 BEYOND Pp.Top &Bomm) �n (2)3/8°0 CALK-IN ANCHORS OR s B p I I D(iHiIOR u in. (2) 1/4'0 SOLID-SET ANCHORS OR / s N tl I I SEPARA N TO I t 4" I�.---('^)) w GLAS (2)3/8"0 K1YIK BOLT TZ EXPANSION n(SEE RS OR SHEEETS 115 t s)EDU "I A (2)5/16'0 TAPCON XL ANCHORS 1" n I I BEYOND LASS I 1 K EQERIOR a 2" 0 • 2"x27x1/8-x0`-5"(6063 T6 ALLOY) EXLSTING ALUMINUM ANGLE EA.SIDE W/_ GLASS p I I g j 51 2) 1/4.0-14x3/4"ITV/BUILDEX TEK p I I (Typ.TOP/BORON)I I I TOP/BOTTO6i) 5" SCREWS TO STORM BAR OK �: (Typ.TOP t<BOLTON) . ® II I ® I u � s SECTION 51-81 (1)'P.TOp/�Tral.�ii I(ttPS,TOP/Botro14 II I I 2 1/18" 4/if,. U }AIN.ED. E.D. U POURED CONCRETE 1 1/2�A 1/2"x0.062'LCONT.ALUM. P g @ (f'e=3 ksij 5"min. ANGLE W/5/16'0 TAPCONS XL W/ Ii THICK REQUIRED 5/180 TAPCONS XL YJ/ 2 1/4`Mfn.EMSTWEYRpPP, T 2 1/4"Min.EMBEDMENT 0 24'o.e. /CRJ / / EDGE OF WALL MOU EDGE OF SLAB POURED NCR I (fe=s k9Q Fh�^IF APPUUMCABLE l ••V �•'•,•'fs�' FLORIDA BUI X CODE(Non High Velocity Hurricane Zona) IF APPLICABLE 6'm'uw 7HICX RFAb � I 1/2"Mfn. E 1/2"Min. ED_L- FOR 3/8"0 CALK—RJ ANCHORS- y 02017 TILTECO INC. j(('j �]q��T�v Wmw m= " Min. 3"Min. E.D.—'If—FOR 1,/4'0 SOLID-SET ANCHORS +�': ¢��! ,R 1�c JL 86x71 Ii''�.' ! E.D. "Mfn. E.D.--1^FOR 3/8"0 K1511(BOLT R EXPANSION ANCHORS `�p I. RoLiagS6u[te tem G9,W17 F---3"/8" Min. ED.--,•«-3" 1/8"Min. E.D. 1 FOR 5/18"0 TAPCON XL ANCHORS ��'�• � Q ®�w�. °A'E ttA�t siu TESTING� �°tI ENGINEERING COMPANY EXPERT SHUTTER2PoRr S.V•r� �RE STREET (dC. 17-244 FL 34984 R TO CEILING I TRAPPED AND WALL MOUNTING:STORM BAR K eS/ " C�� p e-ma0 Ulleco®cal win PHORE.(2W)749.90.98.rm.(773)WI-0990 SECTIONS V �'AL�� 11 ®-aaau719 11 VIAL1E11 A T61e Jr.P. •w °�"1O1 9i1 `�'^' q sTpLE:3(16.=1' P.E�$'F.��/§�41 TURE/DATE lwRDA ua 44167 `h. E0, Rin. ED. -FOR(t) 3/40 KVIIK SOLT TZ EXPANSION i--2 1 1/2"— ANCHORS 0 END AND INTERIOR MULLIONS Q&Q(ORIENTATION -,1)AND ENO MULLIONS©&0.1 (OR!STITATION p2) 3" FOR (2) 314°0 KIVIK BOLT TZ EXPANSION G I ^Mfn,E.D " Mtn.E.O. ANCHORS 0 INTERIOR MUWON(0 G (ORIENTATKIN #2). EXMOR EDGE OF SLAMS 1- 1 -1 EDGE OF STAB 3'x3 21/2'x0'-6" 4"E)(fFRIQR ff APPUCC LE IF Ml" PUCABLE 'o" (6061-T6 ALLOY) I ll \��,.\l X\ (2)Alum.3 ANGLE FA SIDE 3"x3'xi/2°x0`-4' (2) 3/a"0 U B _ (J { (6061-T6 ALLOY)Alum. TOM WON G 1 1/2' S POURED CONCRETE R ! L .1 ANGLE EA-*SIDE VI/(2) (1) 3/40 BOLT TZ !I (Pc = 3 ksl Mn.) II 3" 3/4"0 THRU BOLTS TO 1 1/2' IXpANS10 ANCHOR 1 1/2' $'Min.THICK RED'D. Y MULLION U)& i)3/4"0 W/ 6' n. EMBEDMENT 1 8 T T8 URED CONCRETE 3"-- -3" KINK BOLT TZ ANSION 1 1/2° p I E i---•E0. ANCHOR 1V/ 6"Min. yp.TOP &BOTTOM) EMBEDMENT TO POURED 11 I I CONCRETE(Typ.TOP & 4° Y ( I BOTTOM) W cts G---;; { I SECTION X1-X1'W! GO ALTERNATIVE SECTION X1-X1 W! it t" I I END & O UL I(); END & INTERIOR ULLION sow 1S1 Min. I G Oft 0.'1 O 0 I ORIENTATION•J2 OIN 0 I (69x4n) (4"X6") N { 4" 1 1/2" 1 1/2" 1 1/2" 1 1/2"�nnnn 3"x3"xi/2"xO'-4" �2" 5"•—• 5"--•- g pp I I 6061 TS ALLOY) . Rc4 EXTERIOR m.ANGLE EA. 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ED. 2"` Alin.E.D.6"Min.THICKNESS z REQ'D. 4"x4"xl/4" ( __ •�, 4'k4"x1/4`(6061—T6 ALLOY) OO (6061—T6 ALE T um.ANGLE EA SIDE G OR G1 EDGE IF APPLICABLE-/ Alum.ANGLE F4 E EDGE IF APPIJCA6LEl CV \\ \I I N y I F3RFf21OR ALTERNATIVE SECTION X2-X / G OR G ALTERNATIVE SECTION X2--X2 W/ CG * END & INTERIOR MULLIONS (INTERIOR LIONS � ) W ORIE?hAl)0 (WI ORIENTATION 11 �N Q/8 or n I Q/8 or 'x6" or 4"x8") (87x4") R/8 or IT I R/8 or M= R'/8 ii R'/8 0SEE MAXIMUM OD(INTERIOR) & G1 (END & INTERIOR) WALL n 1" MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 2b' FOR (WALL MOUNTED SHOWN , MAY INSTALLATION CASES T & H' ON SHEET 25 EXWNG_ Min. i i D BE ALSO IN�ALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): GLASS6 MOUNTED PER SECTION R'— ON SHEET a.) 1 ON CASE Y — RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 p s.f. Min. ED 1- 1 1/2"x1 1/2x0.06 "COM. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2" 3 GLE W/ 1/4" /4" ITW BUILDD( RATING, 12'-0" MAXIMUM MULLION MIN. E.D. TEK SCREWS 24" o.c. TO TUBE. SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILT) INC HUS—H OR OWER FASTENERS WEDGE—BOLT A ORS. X2 X2 INSfALLAiIUV C4�E II' — COMMER L APPLICATION FOR =100.0 (m.roP/e9TroW �P,TOP�ern10Nl p.s.f. MAXIMUM A S.D. DESIGN PRE RE RATING, 8'—D" 1 1/4" MAXIMUM MULLION SPACING. VALID FO ONNECTION TO 7 1/2" C I NUOUS POURED 4"x4"xt/4"x0'-6"(6061 T6 ALLOY)Alum.ANGLE CONCRETE W/ HILTI INC KWIK BOLT TZ A ORS. MIN. E.D. CONCRETE(f c=3'TcsL Q EO EA.SIDE W/ (2) 1/2`0 THRU BOLTS TO MULLION _ 1lin.) 6" an.THtCIW & (2) 1/00 KWIK BOLT TZ EXPANSION ANCHOR •• •.SIDE RAIL(g)NOT NOT 5HOWN FOR CLARITY \�Q'p• W/3 1/4'Wim EMBEDMENT TO POURED CONCRETE ,�' y Ek•TI WALL. (TYP.TOP & BOTTOM). , ZAPPUCABLEY °°1 = ltFLORIDA BUILD) 0,CODE(Non Hlgh Velocity Hurricane Zon)L MOUNTING:MULLIONS n OR(G) r 02017 TILTECO INC.POURED.CONCRETE WALL a o.44167 ffi I&3sSECTION W-2 `rcam (I(T r�y� 3toLing56u[!e Evstem U/24/17 ' PL�a G b®IMC. DATE IOR WALL MOUNTED MULLION INSTALLATION 1 `a\ >,�TEp O+aINEEa O Cal/ EXPERT SHUTTER SERVIC c. !! l`' t✓ \ eu Ra.xm.s.s�aa+.,cau awasa,n.aa�66 1825 S.W.BILMACRE STREET ' \ PORT ST.LUCIE.FL 3498417-244 D LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS Cv^ f�R�{°tt4` 6-mat OU;o94c"m Pxo r(699)719-8056,FAX(nj)971-0990 nRAN NG h9 `FSi 6 TORE DATE 17ALTER A. Jr.P.E rsr.w vsmnon wn rFy u, cuc SCALE;1/8'= 1` ,4 >'IX( / FLORITTA J.{/44167 1 mp4�+ SNE 1A0F7b 0 SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS S Min.E.D. Min.E.D. COVERED BY SCHEDULE 1b' FOR INSTALLATION CASES I, & II EDGE OF "I`(SEE-SCHEDULE-#1 -...—'-- --- (SEE SCHEDULE- I)-1EDGE OF SLAB - - ---'----- - — ---.ON SHEET 25." IF APPLICABLE• 1'"IF APPU—'CABLE (LIMITED LOAD, MULLION SPACING AND SPAN INSTA 17ON): / INSK[ATION CASE I — RESIDENTIAL AND CO RCIAL APPLICATIONS WITH ±60.8 p.s.f. IMUM A.S.D. DESIGN. 3"x3'xi/4"x0'-7' 1" PRESSURE RA G, 12'-0" MAXIMUM ii VPOURED CONCRETE (Baal—TB ALLOY) 5" MULLION S ING. n (Yeo 3 ksT Mia). Alum ANGLE EA SIDE SEE SC DULE #1 FOR ADDITIONAL SPECS. SEE SCHEDULE#1. W/ (2) 1/2.0 THRu If80LT5 TO MULLION® 3' II INSTALLATION CASE Ia — IDENTIAL AND COMMERCIAL APPLICATION B W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN II z" EXTERIOR PRESSURE RATING, e'-0" MAXIMUM MULLION GLSTINGI� SPACING. w CLASS )" I1/2" SEE SCHEDULE n1 FOR ADDITIONAL SPECS. Min. j o u I G3 I t�2 1 ON CASE It — COMMERCIAL APPLICATION FOR ±100.0 p.s.f. II. MAXIMUM A.S.D. DESIGN PRESSURE RATING, n I EXTERIOR (4)ANCHORS—�' 7" � 8'-0" MAXIMUM MULLION SPACING. SEE r R (SEE SCHEDULE#11 zy n SCHEDULE 1 FOR ADDITIONAL SPECS. I �Z o wo ® n I AL RNATIVE SECTION X3-X3 W/ fig Q�B wILQ��B (W/ ORIENTATION # 2) SCHEDULE m1 2 INTERIOR MULLION ON L( MIN.SLAB ANCHOR TYPE & SIZE MIN. ANCHOR MIN. EDGE INSTALLATION ti U KNEDISTANCE FOR THICKNESS Z= n I CASES REKNE (TYP•TOP & BOTTOM) EMBEDMENT ANCHOR U t = SIDE RAIL Q A X NOT SHOWN 3/8-0 HILTI INC HUS—H p� o FOR CLARITY. SCREW. 2 1/2- 5 1/2- m o I I 4" 3/8.0 POWER FASTENER /" %WEDGE— BOLT ANCHOR X3 A 1 X /2"0 Own INC KWIK 2 1/2- (TLV.TOP/BaTT01�4 I OYP.TOP/B=ED) 4" BOLT TZ p 1/2"0 HILTI INC KWIK 3 1/4' 7 1/2' 0 POURED CONCRETE BOLT TZ B 3• (f'c a 3 m tv SEE sCHEO EDGEOF s1AB EDGE OF SLAB IF APPLIMMIIIF APPUCABLE Min. E.D. MI. ED. JI (SEE SCHEDULE#t (S CHEDULE f1) ROORTO CEILING/TRAPPED MO ING MULLIONS 03 SECTIO -3 ,1 ,�� ,• •.,•^��y+ FLORIDA BUILDING DE (Non ffigh Velocity HurtTrnne Zona) O 2017 TLTECO INC. G° ➢ mh No.449�p ` Na _gus LR Bo111agS8uHerS em oBA4/17 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION �'. �(_2_ 5 RL E ' EXPERT SHUTTER SERVICES r 'flux 7FSFINO 8 ENGWEEBINO COMPANY APPLIC TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS =�o�'%.- Cpp� , ��c�I�,`�•`�'r lyy"` 'Eze sT. UM810JIre-14984STREEr t7-244 e—moil•4tlem@Eot.com PORE ST.LUCIE,FL]4994 AATi1NG Na { P=0.-(Boo)749—So5B.FAX(771)B71.0990 SCALE t/B-a 1' ► t1 WALTER AML7 Jr.P P� )Z• FLOWDA Lia .E. C 44167 1� A4n EDGE IF APPLICABLE EDGE IF APPLICABLE 2"xMULUON DEPTHxt/8"ConL ALUM.TUBE(TOP &BOTTOM) W� 1/4"0x3/4"D'W 13UILDEX TEK SCRELYS \\\\ \\ 5/16"0-TAPCONS XL 1Y/2 1/4- W/7"O.Ds0A6e--GALVAMED STEL- -- Min. EMBEDMENT® 24" o.c. - - - - -- 2 WASHER 9 24'o.c. 4 3/e".Mia E.D. ---- ---'-- - - '- - _ 4 3/8" Min.ED 1 MIN. ED. 1 �) CONTINUOUS POURED CONCRETE(fc=3 WATT.) 2' 3 1/2° I 8"Min.THICKNESS I REVD. EXTERIOR 4 3/8" I 7 1/4" Mtn. E.D. \\\\\\\\\\\\ \ END CAP 4 3/8"Min.E.D. . w I ' CONTINUOUS POURED CONCREFF(f C=3 W IGn.) nLL n a B"Min.THICKNESS iI Min.REQ'D, g EDGE IF APPLICABLE! 11 I G SECTION X4-)(4 W/ G3 o INTERIOR MULLION) n (WAI1 MOUNTED sH MAY (W/ ORIENTATION # 2) D BE ALSO IN5iALLED T ED C�1j I MOUNTED PER SECTION Q'— ' (Z"X7'� n i ON SHEET 8.). Z I EXTERIOR O SEE MAXIMUM Q(INTERIOR) WALL MOUNTED MULLION SPAN �N . 3W COV® 11 I ® II' ONESHEET 25(UD BY MTEDb'LOAD, MULLION FOR INSTALLATION N SAND S V & n QYa 11 Q1/8 SPAN INSTALLATION). I 2 1/2" \ INSTAUATiON CASE I' - RESIDENTIAL AND COMMERCIAL M[n. ED 1 1 1/2"x1 1/2"x0. "xCONT. ALUM. APPLICATIONS WITH 160.8 p.s.f. 4 3/e" —k ANGLE W/ 1 4x3/4" ITV! BUILDER MAXIMUM A.S.D. DESIGN PRESSURE MIN.E.D. 1 TEK SCREW 24" o.c. TO TUBE. RATING, 12'-0" MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO I CONCRETE W/ HILT] INC HUS—H OR XX X4 POWER FASTENERS WEDGE-BOLT ov.TDA-1-11)31/2" I (TYP.TOP/SoumQ ANCHORS. I INSfAL1A11ON CASE II' - CO RCIAL APPLICATION FOR :100.0 1" 'p.s.f. MAXIMUM A.S.D. DESIGN ESSURE RATING, 8'-0" a 3/8` (2) 3/e"s KYnK BOLT TZ EXPANstoN ANCHOR MAXIMUM MULLION SPACING. VAU OR CONNECTION TO MIN.E.D. \ , Iy°� _ BOTTOM). EMBEDMENTTOOURED CONCRETE CONCRETE W/ HILTI INC KWIK BOLT ANCHORS. \\\\ \ \ EDGE IF APPLICABLE COIVTIbiUOUs POURED ,cak>`+ T1C SIDE RAIL @ NOT SHOWN FOR CLARITY CONCRETE(I'c=3 161 Kut) 554'� "•• B" Min.THICKNESS REQ'D. ���N$� FLORIDA BUi O CODE(Non High VeJocity Hurricane Zone) WALL MOUNTING:MULLION �3 4 �` •"'s. 0201711LTeco IND. f19� °9�� maw u'` POURED CONCRETE WALL• ,+�q �" ��� t L� l SECTION W-4 :C'r s. r ♦ ZU!ngS6ntt ystem -12.4/17 33`•�SIAILL�F—� HL EC O tmc. RATE Q INTERIOR WALL MOUNTED MULLION INSTALLATION 'k �:�� ;� �; �; ,��� R3��i a; EXPERTU2, 6,S.W.SHUTTER SMEET INC. f.` V PORT 57:LUCIE.(L 34984 17-24h e�}�•,"•"���-" "E11 a_md:61teroB00Lmm PHaVF]L8001 749-90.56,TAC Lr7�a71-0990. °M1TINa '� APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS 1gN�,1, j1t WALES-0006719• P� M 18M d SCALE 1/6"=i' P.E SF�i!fS1fSf1a'f E/OATE _ Fl.oW. A Ue.d 44167 , nen SHEET 13A or ao TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTINGPOURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES STEP I OBTAIN JOB SITES A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4tr IF MULLIONS ARE USED BUT W/O STORM BARS 11 SPAN"L"(ft)TO PROTECT IT(SEE GENERAL NOTE!92,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia, lb & lb') THRU IC ON SHEET'i5T0 DETERMINE,BASED ON AN 110 SE BASED ON CHART Io ONISHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP Qn),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(P.s.f.);THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN'l!'ft. Z ENTER SCHEDULES is 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(MAY-1Z,8'OR T),SPACINGS MAXIMUM MULLION SP N(HEIGHT)W/ALLOWABI E PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVE MULLION TYPE& MULLION ORIENTATION. * ENTER A.S.D.DESIGN PRESSURE RATING;SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11,1 IA,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT * FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,INCLUDING ANCHOR TYPE,THE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP ED )R W L MOUNTINGS OF MULLIONS INTO FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED. CONCRETE FOR A GIVEN MULLION MU& LmAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 112'SLAT SLIP MAY BE PROCEDURE 4c;IF BOTH STORM BARS&MULLIONS ARE USED USED,FORA 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 Io,ON SHEET 15,ITSHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W1 STORM BARS(SEE STEP 4). GLASS. STEP 3-.OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2-ENTER TABLE I ON SHEET 22 Wl A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb a Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ERMINED ANCHORTYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUMANCHOR SPADING 3.ENTER TABLES 2 OR 3 ON SHEET23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP (INCHES ON CENTERS).SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. &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 COV EFUNG ANCHORS A& ORD OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &APES OF 2 OR 4 ANCHORS PER CONNECTION DEING ON LOAD AND STORM BAR SPACING. PROCEDURE 4 IF STORM BARS ARE USED 4.ENTER SCHEDULES is THRU 2c ON SHEETS 24,25&28 W/A.S.D.DESIGN PRESSURE RATING; 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12',VOR 7),AND DETERMINE MAXIMUM MULLION SPAN CHART Ic,ON SHEET 15,IT SHALL 85 MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)W/ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FORA GIVEN 0,0,(s a 0). MULLION TYPE&MULLION ORIENTATION. Z'ENTER TABLE 1 ON SHEET 22 W1 A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE B.SEE SHEETS 10,IM 11,11A,IZ 12A,13&13A FOR MULLION CONNECTION DETAILS AT Top& MAXIMUM ALLOWABLE STORM BAR SPAN(HEIGHT). BOTTOM FOR FLOOR TO CEILING 3APPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE G .1 FOR A GIVEN MULLION TYPE((g,(G . &0). 3.ENTERTABLES 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 ATANCHORS TYPE LEGEND FOR VARIOUS PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS 8&0) 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. FLORIDA BUILDING CODE((Non Sigh Velocity "imm Zone) 02017 1113FOO L4Q kto-44167 I k C5~nAir7 EL EC mc. liry M—J�. V 7nUAT TIMING&LNGINEER G COMPANY EXPERT SHUTTER SERVICES INC. r* 15ZG SX.WWRE SM ET 17-244 —.MCA17-1104.Fm s P45)971-till �...... P" PCIRT SL LUCIE,FL 34984 -0.11. DRAZZO U. • NALV..ol' E9-0006719 2 L—'ula: 1: 0 WALIM A.TILU 44'-1 p7F- stim 14 W26 FWMCA U.A MAX.ANCHOR'S SPACING SCHEDULE Va FOR GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KWIK EOLT 3 ANCHORS TO POURED CONCRETE WALI,A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t WALL MOUNT ' SLAT SPAN RANGE FAATIM 0'-4't 4'-5't > 5'-6't > 6'-7't > 7•-9't > g'-12't > 12'-16't > 16•-20't OE(p e s 30.0 9" 9" 9" 9" 9. g" g" >31-40 9" 9. 9.. 9.. 9" >4t-60 9" 9" 9" 9" g" 7" 5 6/6" >91–e0 g" 9" 9" 9" 9" 8" 5 5/e" 5 5/8" SLAT t NOTE, 6 1/2" 1 5 5/5" – SPAN—y MAX. SLAT SPAN FOR A >106-120 9" g^ g^ GNEN A.S.D. DESIGN 8" e" – – PRESSURE RATING SHALL >14t-140 9" g" g^ 8.. 7" 6" _ _ NEVER EXCEED MAX. SLAT > i-1so g^ g^ 9" 7" 7" - B LAT SPAN 13VIF O SPAN INDICATED ON SLAT PERFORMANCE CHART ON TRAPPED MOUNT SHEET 15. �`tK'6,Y1' 5LAT SPAN RANGE PRMMRE AMN(p0 0'-4't > 4'-51't > 5'-6't > 6'-7't > 7'-9't >'9 2't > 12'-16't > 16'-20't 1ANGEs 30.0 9" – >31-40 9" 9° 9" 9" 9 >41-60 g" 9^ ga g" g. g" 7 1^ – >81-105 9° 9" 9" 9" 8" — >106-120 9" 9" 8 1/2" >121-140 g" g" 9" 7" – >141-160 9" 9" 1 8" 1 $" BUILD-OUT MOUNT UAX DEM D' 5LAT SPAN RANGE FFEMRE O'–+C t >4'-5't > 5'-6't > 6'-7't >7'-9't >9 2•t > 12'-16't > 1 s'–z0't e"0 O O ® O ® E O ® O ® O ® © D s (9 Q s 30.0 9" 9" 9° 9" 9". 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 9" 7 3/4 7' 7° 5 5/8 >31-40 S. y" 9" S. g" g^ g^ g" 9" S. 9^ 9" g" 9" 9" 9" S. 9" 7" 7° 6". 5 5/8" 5 5/8" 5 5/6 >41-60 9" 9. 9" 9" 9" 9" 9" 9' 9" 9" 9" 9" 9" 9" 7 1/2" 7 1/2" 6"• 5 5 5 5/8" 5 5/8' 5 5/6" 5 5/8' >61-90 9" 9" 9" g" 9" 9" 9" 9" 9" 9" S. 9" 9" 7" 6 5/8" 5 5/5" 5 5/8 5 5/6" 8" – >at–tos g" g" S. g" g" g" 9" 9" 9" 8" 8" 6 1/2 6 3/4" 6 3/4- 5 5/6 5 5/8" 5 5/8" 5 5/6 _ >106–t2o q9" 9" 9" 9" 9" 9" g" 9" 8" 6 1/2° 6" 6" 5 5/6 5 5/8" 5 5/6" >121-140 9" g" 9" 9" 9" 7 1/2 8" 8". 6 1/2" S" 8" 1 6" is 5/e" 5 5/8" 5 5/8 >141-160g" 9" 9" 8" 6" 7" 7" 5 5/8"16 3/4"16 3/4"15 5/8' 5 5/8" _ – – – – – 1114��t�,ti A. — _ ►�{ ••'•••"•••�•'��T FLORIDA DUILDIN ODE(Non High Velocity Hurclwne Zone) ;' 4�fi •y" 02017 TILTECO 1NC �p� ��, Omw 6; d!7 0� BoHiagShuHer r em 06/24/7 ' S� —�Y ®�w`' EXPERT SHUTTER SERVICES DATE Q \ i TICCIT TESTING t EN01_NEE[tINO COMPANY 7626 ST..61LTdORE SMEFT �( .i� �t 819 NSI.aea}lt Sia aa5, WC915.R 11.68 Q h 1 w..s c 0.+P0o-lso.109s eel—fall 17-244 _ P^ RID 0 e—m"t tlt—v°9L— PORT S7.WCIE.FL 34964 ORA}•eHG na U/ •••"•' •'•`��{{, ES-0006719 FHSC(E00)749-9976.FAXM4 67-0990 }YAL7E7A. Jr.PE. rum cmw n•.r.w 0DATE FLOBOAa44167 ".Iacav9a SHEEF 16 OF 26 SLAT PERFORMANCE CHARTS Ia. lb. Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.e.1),PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPEAND FOR INSTALLATIONS W/OR W/O Y Y CHART Ia CHART Ib CHART Ib' CHART IC USE MAIOMLIUMAWE BERYM POSITIVE AND,NEGATWAS.D.LOAD MAXIMUM PONM A.S.D.LOAD VAWE 3/8"0 KWIK BOLT 3 ANCHOR / 5/16"o TAPCON XL ANCHOR 6116"D TAPC6N XL ANCHOR POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLOCK MAX. SLAT SPAN MAX. SLAT SPAN MAX. SLAT SPAN :REgUIRED MIN. SEPARATION TO GLASS AS.G 0. "LmAx, (F) "LAW' (FT) "(..MAX," (FT) DESIO K OF SLAT(117) RESSU:E WALL TRAPPED 'TURDrr eul 1VALL IRAPPED ILO-Our su1LD-DUr WALL TIWPEO 9U9n-OurImainur / RATING MOUNT MOUNT N u T A GUHr w/©;"•MOUNT NoUNr Kr UOUNr W/ MOUNT MOUNT uNr v .D STORM`BARS;' W/STORM BARS A10N G a2i �� N ZON VANO ZONE NOfF3$ [.FS NOTES.",. 7 a SFS Nolo- NOf[5.:: SEE NGfFs}` t SFS NGRS$ SFS HORS# SrE tlOTFS'.f SEE!1016�. (PSIO �Hb1Fs* 59=HOIES><t Sr'F N0t6# -3 4 �1-3 4 30.0 O'-0" 15'-4" 20'-D"/ 20'-0" 0'-0' 15'-4 0'" 20'-0' 18'- 20'-D" 16'-4" 18'-0' S'-6" 1" 14 1/2T 6" 7' 35.0 2 '-0' 15'-3" 20'- 15-0- L - 20'-0' 15'-0" 19'-0" 16'-3" 20'-0" 15'-0" 16'-3" 14'-O' '1" 14 1/2" 7' 40.0 20' 0' 15'-2' 19'77" 16'-Q" '• 20•-0" 14'-5" 17'-4" 14•-10" 18'-11" 14'-5• 1 '-10" 12'-9" 1 14 1/2- 7° 45.01a'-3" 20'-D" 14'-2' 16'-D' 13'-9" 17'-4" 14•-2" 13'-9" 12'-D' .1' 14 1/2' 6 7" 50.0 20'-0 14'-10" 6'-9' 14'-2" 19'-1" 13'-1" 14'-10• 12'-10' 16'2" 13'-1' 72'-9" 1S'-0' 1" 14 1/2' 6• 7" 13•-4" 17=9" 12!-4" 13'-71° 12"-1' 15'-0" 12•-4" 12'-0" 10'•-6' 1" 14 1/21 6° 7 60.0 19'-5' 13'-9 14'-9' 12'-7" 16'-9" 77'-B 13'-2' 11'-6" 14'-2 11'-8' 11'-4" 101-0" 1" 14 1/2- 6' 65.0 18'-i' 12'-11" 13'-1 11'-it" 15'-9" 11'-0" 72'-5" 10'-11" 13'-4 11'-0" 0'-10" 9'-6" _ 1" 14"' 6' 70.0 17'-4" - 13'-3" 11'-4' 15'-O" 10'-6" 11'-10" 10'-4 12'-9' 1D'-6" 10'-4' 9'-0" 1" 13 1/2- 6- 7" 75.0 16'-6" 1 12'-7' 10'-10" 14'-3" 10'-O" 71'-4' 9•--.11" 12'-0" 10'-0 9'-10" W-10" 1" 13 1/2' 6" 7" 80.0 15'-9" 1 D" 12'-0" 10'-5" 13'-7 9'-5" 101_10• 9•-7" 11•-" 9'-5" 9'-3" 8'-6" 1" 13' 6" 7" 85.0 15'-0" 0'- " 11'-7" 10'-0" 13'-0' 9'-3" 10'-5' V-3" 11'-2" 9'-3" g'-0" 8'-3' )1' 13" 1. 7" 90.0 14'-2" 10'-1 11'-2" 9'-8' 12'-8" 81-10" 10'-1" 8'-11" 10'-9' a'-70" W-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" W-7" TO'-4" 8'-5" 7'-9" •( 1" 12 1/27. 6' 7" 100.0 12'-9" e'-4" 10'-5' 9'-1" 11•-8" 8'-4" 9'-5" 81-4" 1D•-0" 9'-4" 6'-3' 7•-e" 1" 0"14' .' 6' 7'105.0 12'-2" W-0" 10•-1" 8'A" 11'-3" W-0" 9'-2' 8•-2•' 9'-8' 8'-0" 8'-0" 7'-4" 1" 6' 7" 110.08' '-9" 8-6" 10'-11" 7'-10" 8'-10' 7'-11" 9'-3" 7'-10" 7'-9" 7'-2" 1" 6 7" 115.0 11' 1" W-5- 9'-6" 8'-4" 10'7' 7'-a" 8'-8" 7'-9' 9'-O" V-8" 7'-8" 7'-0" 1" 6• 120.0 '-8' 8'-1" 9' W-2" 10'-3" 7•-5' W-5" 7'-6" a'-11" 7'-5 7'-5" 6'-10" 1"125.0 10'-2" 7•-9" 9'- ' 7'-11' 10'-0" 7'-2" a-2" 7'-4" 6'-8" 7-2" 7'=3'130.0 9'-10" 7•-8' " 7'-9' 9'-9" 7'-D' a•-0" 7'2" W-5- 7'-0' 7•-2' 6'-6' 1" 6" 7' 135.0 9'-5" 7-2' 8'-6" 7'-7" !" V-6' W-10" 7'-111' T-1" 8-2" 6'-10" 7'-0' 6-5" 1" 6 7" 411 9'-1" W-11" 8-4" 7-5" 9'-1" - 7'-e' 6'-11" 8'-0' - 6'-1D' 6'-4" 1" 10 1/2 7' i .0 0" - 8'-2" 7'-3" 8'-10' - 7'-8" 1 7'-10" - - - 1' 10' 7" .0 8'-8" - 8'-D- '-2" a-6" - 7'-4" - T-9" - - - 1" Ia" 6' 7" 155.0 B'-3' - 7'-10" .7' 8'-3' 7'-2" - 7'-7' - - _ 1" 70" B' 7" 160.0 8'-0' - 7'-8" 6'-b' E'-D•-" 7'-1" 7'-5' 1" 10' 6" 7' NOES: . 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT A SPAN AND A.S.D. DESIGN PRESSURE RATING. ,t11� 1� ,/ FLORIDA BUILDING CODE(Non)sigh Velocity Hurricane Zone) 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH �� t'•Tt1� 02017nLTECO LNC. G DRAYm BY. 3/8'6 KWIK BOLT 3 ANCHOR OR 5116'a TAPCON XL ANCHOR, INTO a rte.4496 N�,udills L.C. POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR _may.. RolUng56NtterSysiem ®/24/17 WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION: VALID FOR ti ��, ��®�w-. DATE WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED, v CA� '& h nrN TESTING msI_�a ENGINEERING COMPANY EXPERT76SHUTTEROS ESRVICES INC. e��+'• 151Or'.•�Qiy�`.1 I-3 Ws1m,-,i7a.r pns197,-,v526 EET 17-244 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE G"F! ` 11 a-mol tilt ..I-. PORT ST.LUC,E,FL 34964 DAWNS He 1 9 PHxf-_•(Ga9)N9-90.56.F•el:�v 671-x990 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. A QS� tf EB-0006779 a 4K 1VLA. FLORIDAn P.E'SL/y ( ATE wV<$4Jr.4t6P.E T r�,»n .w,.m sxlsT'1s of ZG MAX.ANCHOR'S SPACING SCHEDULE FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16"0 TA1 CON XL ANCHORS TO. GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RAT.ING'&SLi4T SPAN RANGE t WALL MOUNT MAX.DSIGW SLAT SPAN RANGE P IM 0'-4't >,V-5t > 5'-6't > W-7't >7'-9't > 9'-12't > 127-16-t >.16•-20't RPNGE(Pm-f-) . 2930.0 8" 8° 8" 8. 8" 6" 41/2- 7' 1/2"7" 4112">41-60 e' en a^ a" a" 4 1/2" — — t NOTE; >et-Bo 6^ 8• 7 1/2" 7" 5 1/2" - - - SLAT MAX. SLAT SPAN FOR A >6t-1a5 8" 8" 7 1/2" 5^ 4" _ _ _ I--SPANS GIVEN A.S.D. DESIGN >t06-120 8° 7 1/2" 6" . 4" - PRESSURE RATING SHALL >121-140 6" 6" 5n _ _ _ C��� NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT >141-160 7^ 5" 4" - - _ _ PERFORMANCE CHART ON SLAT SPAN DEFINITION SHEET 15. TRAPPED MOUNT p' S T SPAN RANGE PRESSURE RATING0'-4't >4'-5't >-5'-6't > 6'-7't ,> 7'-9't > g'-12't > 12•-16't > 16'-20't RANX(p:.L) A 30.0 6" 6" 6" 6" 6" 6" 6" - >31-40 6^ 6" 6" 6" 8" >41-60 6" 6" 6" 6° 6" 4 1/2- >01-80 6" 6" 6" 8" 5" 4 1/2" - >81-105 6" 6" 6" 4 1/2^ 4 1/2" _ >106-120 6" 6° 5 1/2" 4" 4 1/2" - _ >121-140 6" 5" 4 1/2" 3 3/4" >141-160 6" 5" 4" BUILD-OUT MOUNT pj'D' SLAT SPAN RANGE PRESSURE 0'-4't >4'-5't > 5'-6't > 6'-7't >7'-9't > 9'-12't > 12'-16't > i 6'-20't RANGE(PA.tJ © ® © ® ® © ® ® E 0 0 ® ® 0 s 30.0 B. 6" 6" 6" 6" 6" 6" 6" 6" 5" 6" 1 6" V. 6" 6' 6" 6" 5 1/2' 4" 4 1/2- >31-40 6" 6" 6` 6" fia 6` 6^ 6^ 6" r. 6" 6^ 61 6" 6" 5 1/2" 5" 4" 4" >41-60 6" 6" 6" 6" 6" 6" _F_1T2 5 1/2' 6^ B. 6" 6" 8- 5 1/2` 4 1/2 - - 3 3/4^ - >at-80 6° 6" 6' 6" 6" 5 1/2 5 1/2" 5 1/2" 4 1/2' 5" 5" 4' 4" 4" - - - 3 3/4" >fit-toy. 6" 6" 6" 6- 5 1/2 5 1/2" 5 1/2^ 4 1/2 3 314" 3 3J4" - _ - >106-120 6^ 6" 6" 5 1/2" 5 1/2" 4 1/2 4 1/2- 4 1/2^ 3 3/4 >121-440 6" 6" 5 1/2 4" 4" - 3 3/4" 3 3/4- 5" 4" - >741-1so 5" 5^ 4" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 e) O2017 TEA INC Lc.mGdgo1s Ro7lingSfiutlerSyslem USIZ4/17 e =� U L� E C O m. LATE TEST_a ENaINEERINO COMPANY EXPERT SHUTTER SERVICES INC. �i2\•.• '^-"fr �' \• mss up.gem.s..r_aas,YTAteIIS+"ILi_191916! 1626 S.W.19L1110RE STREET 17-244 e ♦DRIp�•x 4Cj ! PORT St.LUCIE•FL 34964 ! e-mea:4Tts^D^"Lcem olurmo x" 11! ®-a6a6Tc9 P=0(M)749-9e.vox(7n)e11-also S/11TER h TII 67 9 P.E. �'• w�.E r f9T6•7 ATE RAWOA Ltc @ 44197 t� ae u-mt /u/n SNEEf iB OF 26 MAX.ANCHOR'S SPACING SCHEDULE V� FOR A GIVEN SHUTTER MOUNTING TYPE W15116"O TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE T WALL MOUNT n' sp�3 SLAT SPAN RANGE oMIGtl PRAM 0'-4't > 4'—s't >s'—s't > 6'-7't > 7'-9't > g•-12't > W-16't > 16'-20't RAN IGE7 s 30.0 g" all g^ g" g^ all 7 1/2" 5 1/2 >31-40 8" W g" g" B. g" 6„ 4" >41-s0 6„ 8" g„ 8" 6" 6" 4„ 3 3/4" 1 N2TE: >61-BD g" g" g^ g" 7" 4 1/2" 3 3/4" - MAX, SLAT SPAN FOR A >67-105 e^ 8" e" 6 1/2" 5" 3 3/4" 3 3/4" _ f SLAT--I GIVEN A.S.D. DESIGN LOAD >106-120 g^ 8" 8" 1 5 1/2" 4 1/2' 3 3/4" _ _ SPAN SHAD- [fig EXCEED MAX, >121-140 8" 7 1/2" 6" 4 1/2" 4" 3 3/4" _ C� SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART >147-160 8" 6" 6" 4" 'v ON SHEET 15. SLAT SPAN DEFINITION 'TRAPPED MOUNT AS"'tJ1. SLAT SPAN RANGE DEM PiMTNO 0'-4't > 4'-s't > s'-s'fi >s'-7't >7'—g't > 9'-12't > 12'-16't > is'-20'fi Ru1GE(P.p s 30.0 6" 6" 6" 6" 6" 6' 6" 5 1/2° >31-40 6" 6" B. 6" 6" 6" 5 1/2" 4 1/2" 5 1/2" 4" 4" 4" 4" — >81-105 6' 8° 6" 6" .4-3/4- 3 3/4" 3 3/4" — >tos-120 6" b' 4' 3 3/4" — >121-140 6" 6" 5 3/4" 4" 3 3/4° 3 3/4- 6.g" 6" 5" 3 3/4" 3 3/4" — BUILD-OUT MOUNT SLADemT SPAN RANGE ,gym 0'-4't > 4'-5't > 6'-6•t > 66'-7't > 7'—g't > g'-12't > 12'-16't > 16'-20't Ru1GE(p°q ® ® E ®PATM ® E Q ® Q (9) �� 0 0 ® ® ® © 0 6" 6' 6" 6" 6" 6" 6" 6" 6" 6' 6" 5 1/2" 5 1/2" 4 1/2" 4" 4' 3 3/4" >31-40 6" 6° 6° 6" 6" 6' 6" 6" 6" 6" 6" 6" 6" 6" 6" 5" 4" 4" 3 3/4° 3 3/4" 3 3/4" 3 3/4" >41-60 6" 6" 6" 6" 6" 6" g" g" 6" 6" 6" 6^ 6^ 6" B. 4 4" 3 3/4" 3 3/4" 3 3/4" 3 3/4` — >61—so 6" 6" 6" 6" 6" 6" e" 6" 5 1/2 6" 6" 5" 5. 4" 3 3/4" 3 3/4" — 3 3/4" 3 3/4" — — - >61-105 6" 6" 6" 6" 6" 6' 6' 6" 5 3/4 4.1/2" 4 1/2" 3 3/4"3 3J4" 3 3/4" 3 3/4" 3 3/4" 3 3/4" - - - - >106-720 6" 6" 6" 6^ 5" 5 1/2 5 314" 5 3/4" 4 1/2` 4 1/2" 4 1/2" 3 3/4-13 3/4" 3 3/4" 3 3/4" - >121-t40 6" b" 6" 5" 5" 4" 4 3/4" 4 3/4" 3 3/4"4 1 2 4 1/2" 3 3/413 3/4" >1+1-16p 6" 6" 5" h 1/2" 4 1/2" 3 3/4 4" 4" - 4" 4" 1 - 13 3/117 - P A Iy�g D on'yHigh Velocity Huracone Zone) S .� '�,?�' �� c 2017 TLTECO INC. Nautilus I<�g�a� oR& BY. -o I � Lm RoIItngShuHerSystem 09/24/17 '� 'tr Q Q ®e sa c' EXPERT SHUTTER SERVICES INC. ATE '• 8. ' TICCIT 7ESTINO&ENGINEERING COMPANY 17-244 D ��, p` 619 RA•�^ �•• V�G �.R 9168 1626 Sm B L714OP.E STREET 'sJ' ....... 'S(, 17 m ,Uss)®,-,9".r"°•CDs}r+,-,9, PORT ST.tUCIS PL 34964 0 "�,•i 1) rmoll:9llees6saicsm M.Na DRAT„7)C No f►'ey('. �� 111 ES-00as719 (e )Tt9-vose.rxn Crm an-Dasa P. S'�-l'S11S14b RE/DATE FLOWOA J.sp 44197 , pro sRLEf t7 a726 a SCHEDULE STC: Vx FORCES(Lb/FT)8l 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.o. DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12 > 12'-16' > 16'-20' RATING (P50 Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy <_ 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 1 280 1007 360 1695 480 2422 600 2547 596 >81-10.5 123 210 550 263 711 315 1142 368 1372 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 1322 480 1 1873 560 1740 640 — — — — — — SLAT �'SPAN� [o] *NOTA SLAT SPAN DEFINITION IT SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT VxAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEETHISSHEET FORVx$VyVALUES. Vy SIDE RAIL` S Vx L � T� Vy a`111 '�GWYs�'• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zanc) - , -�`•� : No.4496a •t : ozon nLTEco INe dtl��,�g'p�.� DR"ev: '�` :' i •' •' pp f� ItoWngShuff r&stem ce/24/17 Z�G�-1.-•�-4 � MIS. lb®0 F7 e. DATE TLLIr TESiINO a ENGNEERINO COMPAIIY EXPERT SHUTTER SERVICES INC. �4 \oss lay.TLV s.se cos,v..crA v>WDs.n= 1626 S.W.EIL•DAORE SMEET 17-244 _ ..••'' �`�'\C e'.I-w1 -��.r v om) -1mt PORT 5L WCIE.R.34984 �s IVAl. ` tl \9 °-'" cavcctcom Pion: eeal T+s-9w6.TA>a(nz)nTM-®sD nAvnxc Ne _ o - -- - -------- -- -- - -- /Q �. 4 Ea-ooasTM9 �.. ��w, u,c WALTER A.TLLff-Jr.67 'n°•'d °�°" e rr P.E SFAL/SlaRATOR DATE FlAiDDA lie.Q 44167 sxcEf to oers SLAT PERFORMANCE CHART rbl & 1,01:(ONLY VAUD FOR 112"SUP) SLAT PERFORMANCE CHART Iffbl & 11Q1 (ONLY VALID FOR 1/4'SLIP) MAX DMINIMILIM SEPARATION TO"GL.ASS FOR A GIVE :D.,DEEM DESIGN PRESSURE RATING 0mll)AND SHUTTER MOUNTCONDITION FOR FORA GIVEN MA)UMUMA.G.O.DESIGN PRESSUREFARNG(P,.J)AND SHUTTER MOUNT CONDMON-F R SHUTTERlM( ;FQR:Iwoo FORAGWFNMMIMUMA VINUMONNA INSTALLATIONS%VO STOMA BARS PER DETAJL2 BROW INSTALLAMONS"OSTOM-1 BARS PER DETAJL2 BELOW AS'PER LIMITATIONS'ONZETA11:1 USE V/ - USE W/ CHART lb I Ibi CHART 1C.1 CHART Rb I CHART USE=ZU MUE M POSIM TIESM A=UVo Ubi MTvm USE IMAM WOE mmum POSM no tsGwr.ASA I= WL SEFAAM I USEBAMMMMal. F01=AND IOM MAMUI&O VAIWOM WAV SLAT SPAN SARI T TO GLASS LESURED TO 6116"0 TAPCON XL ANCHOR USE UAX=9 F03111111.".D. A= (ft) OFT', GWK OF SW ft.) MIN.SLAT LOAD VALUE SMS"OTAPOON XL ANCHOR use uvmm POSaW.ASD. GRADE DESM SPAN MIN.SLAT LAM VALUE WOOD STORM BARS Spm RABNO UOUNT M III vw 20-INES -3 3 3 KAX SLAT SPAN *ule ROME MED ICA.SEPAPAUGH TO MASS REQUIRED MAX.SLAT SPAIN *Lum- (P-0 09 Im -3 I=2020 UXVUUU u0sm RODI)GED Wk SEPARAIM TO GLIM maran (=Nmfig 1 4 Lm.,(tt) (ft) MEmRED 70 RAW OF SLAT(in) Dm%I (ft) UESUM 70 aWK OF WX On) ETilaviUM-OUT - W/o am FRESSUREE IN — SOUTHERN FINE#2(0=045) 60. 4--s- 4�-S- "NE 'I SUaD_w sUUD_CUT UVI.7Awm W/o BARS DOUILAI-FIR-SOUTH(0=0.46) 60 4'-S- 41- 1. 5 Ile PAM 0 moug%IV moo V11 A,PAD-OUT W5 ly 11%"1 WIN WIND VAND ZONE WO TMID 2ORM vm ZONE I,,* 20�NES 4 1-3 4 0'-0' 30.0* tri UK. "' _ 5 _w=A) E PIN "4 -" (sm (sm"am I fm NOTIM Al (mm"365 (sm HOGS a) SPRUCE E-RR-SRH(c-a.36, 60 4*-5" 10'-D' fa�-O' 10*-D" 8'-1' r .8 1/2- 30.0 p B'-3- 8'-3- 7'-7- 1. a I/a- iw-cr lw-w 7'-1- a 1/2- _R&O .7-9* 7--9' 7"-9' 7-3' 40.0 7'-S' a Ile 40.0 7-7" 7'-7- 7*-7' 7'-0. 7-2w a 1 27 45.0 rn 7-4' 7-4 >Y17 7'-D' ,V w 50.0 7'-3" V-3- 115-5.0 It" 10--0" -_To7--0­- j—10-0- w-r t/2- 55.0-- 7'-3' Z-' 7;3. 7,Z 7 GOA aM 10'-0 Iw 2L _3; &14 _j TO.0 7-3 1 6-2 SLAT PERFORMANCE CHART M1 (ONLY VALID FOR 118"SUP) SLAT PERFORMANCE CHART IV:(LESS THAN 118"SLIP, % s FORA GIVEN MAyJMLIM&&D.DESIGN PRESSURE PATING(p.ml)AND SHUTTERMOUNT CONDITION FOR INSTALLATIONSWI'D STORM BARS PER DETAIL 2 BELOW FORAGIVEN A.S.D.DESIGN LOAD .SHLrnBA MOuhrrCONOMON INCLUDING ANCHORTYPEAND FOR INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW CHART 111b I SLAY SPAN DEFINITION usmaq/ CHART Mel I . D� 8116'OTAPGONXLANCHOR 11 1 USE UkImm WIDE sawax POEM ho Hmm AM Lam 1 4'-6 Ve F03 rX 9 I USE MAXvUU POSmrE&S.D. USE MOM VALUE BETWEEN POWM um.-E UNuum posim zu ROIAI 6 1 6118"0 TAPOON XL ANCHOR MIN.SEAT LOAD VALUE AND REGIONS AD.LOAD ASM.I=VALUE 4*-r ral '61 SPAN WX SLAT SPA =lUAW Ill MVIAM wwg UkVdUU MAX SLAT SPAN twe REQUIRED ILL SWARVIDN 10 GLAZ SPAN SPAN TO,am ulAsurum w Wd 11\ Al". *Lwx*(Fr) UESURED 70 R=OF SLAT(m) DESIGN *Lwx,(m tAw(FT)' 11"OF ma DO NMR, -1/2'FRIYAXD AND PfEswp_- Kg LOAD '% wn t -RW PWL= W/O STORM EARS Yry (2)Z.4r STM PATINO mm W4 W/ (Psf) Ivy TYK Z%:H I,BEam)t w law cp,o cm NOTES =mmt=1=wmA, N=A1 WIND ZOITES WIND ZONE ffm lAvo ZONE' �—A 1-3 4 DETAIL I(ELEVATION) SM 1=3 A 11 4 30.0- 7-V T-6* 7'-S' I- a 1/8- -31 a_-0- 7'-2* V-2" —7'-2- S. 350- W-25. 40.0 W-w 45.0 88 11 $0.0 IT S* a 1/6. 51-9, 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 55.0`l`IlIIl` 61-3" F--3' V-3- V-7" 5 t --F--7' ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 100.0 w-I* 6.-1. W-1. W-51 8 1/a* ElDo....12� 5'-5" IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yrr MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH V VALID FOR DOUGLAS-fifi-Sol(C,=0.46) SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SOUTHERN FINE#2(G=0-95) SIDE OF OPENING SHALL BE 33". SPRUCE FW-+IR-M(G=0,3ED sP VALID FOR "A6) Li SOUTHERN FOE#2(C-0.55) I�l 3/4' T SPA VALID FOR SOLOHERI4 A- ;g ALL MOUNT& IWF!qWD'FO;t BU1U)-OUTFLOqlDkpq011NA DE(Non high Velocay Bureicane Zone) 10120T7 TILTIMXG IN Own alft ION INTO WOOD FRAME STRUCTURES M.44167 INSTALLATION @K Na dzus Z HL Eeo..._ J?o1unffshuff*r5y;2fvns 02124/17 HL E Cc OF SHUTTER SERVICES INC. pAtE ILLUT 7�1140 ENGIHEENJNG COMPANY NMI I PLY10.00D AND N tuts SW mmon SIREET 17-244 YTT 2*w wow muns Nn POW ST.LUCZ FL 349114 fl NN -M.M,till...od.. EACH SIDE.BEYOND)t .......... tnlps 1011141 f FAX*CnA ta, DETAIL 2(ELEVATION um-1 441 SHEET 20 OF 26 TABLE I MAX.ALLOWABLE STORM BAR SPAN(ft)FOR A GIVEN A.S.D.DESIGN LOAD(p.s.f.),&A GIVEN STORM BAR SPACING(ft) MAXIMUM P --STORM-BAR SACING (FT) DESIGN PRESSURE RA'nNG 2' 2.667'-- V 3.5' ' 4.5' 51 5.5' Is. 6.667' 30.0 11,_0,1 III-o., 11 ll'-ol' 111-0" 11'-011 ii'-o" THIS REGI IS ONLY VAUD FOR INSTALLATIONS 35.0 11,4`<. ll,-O -0. ii.-Ool 11'-0" 11.-Ol.- W/ 1 MORE STORM BARS PER SHUTTER. 40.0 ill-oll ill-O., li'-O'l ill-O. ll'-O" i i 45.0 11,_01 11'-0" 0-0. il'-O" I 50.0 1 il11.1l-o.", 1 -011 il'-oll 111-0" ill -0 1 1,-0Y, 11'-Q" �HIS REGION IS ONLY VAUD FOR INSTALLATIONS 55.0 11'-0" • il.-oll / 2 OR MORE STORM BARS PER SHUTTER. 60.0 ii'-o" i i 1-0l1 ill-oll ill-ol, 11 111-01, ill-oll 11'-0" 65.0 ill-oll � i"�--.1, 70.0 ll'-O" ill-O., I i l-Ol, 111-01, ill-o" ill-ol, ill- 0" 11' 0" 75.0 ill-ol. 11'-011 i 1.-.oll ill-oll ill-ol, 11'- i 11'-0" - 80.0 ill-ol. ill-o" li'-oll ill-ol, ill-ol, ,1*-111'-0"' lw-12"-�* - 85.0 ii.-011 ill-o" 11'-0" ill-O., li'-O" i 90.0 ill-oll ill-oll ill-0.1 ill-O., 1 V-0" 111-0" 11'-O"95.0 ii.-oill-oll I V-O" 111-01, il'-oll Ill-011 100.0 ill-oll ll W ill-O -01, Ill-011 105.0 11'-0" l,-0" ill-oill-oll li.-O.. 1.11-011 to 110.0 ill-oll ill-ol, I ill-011 ill-011 101-10" 115.0 1 120.0 .11,-0" 1 V-O" 1 V-O"- ill-o" 125.0 ill-011 ill-o" ill-oll lo'-loll 130.0 li'-O" 111-0" 111-0ll 135.0 Ill-ol, ill-Ol. ill-oll 140.0 ill-O" ll'-O" ii.-011 145.0 ii.-Ol. 11'-0" 10'-1 ill 150.0 Ill-011 ill-Ol. 155.0 ill-ol, 11.-0., 60.0 Ill-oll ill-011 A-114 MEA ED IN BETWEEN CENTER LINES OF STORM BARS !N FLORIDA BUILDING CO an 199h Yetocity rricone,Zone) LU OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. 02017 WTEOO Um DRAM Or. yMAO Nau s Lr- RoMaySbuffe-Sps k- Car24/17 I C. nm PERT SHUTTER SERVICES INC-', mo ruin.SHORE swmer '-4,7-244 PORT Sr.WM FL 34984 DRAVkM,11. eD "'I'moftoo,&Px- �41-06,ML C'72)M,69. it aw ",i - ge�i)ATE FLORM U�j 44197, SHM 22 CF26 TABLE 2 TABLE 3 R UIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUfREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BF37TOM PER SECTIO SHEET 91 FOR A GIVEN A.S.D.DESIGN LOAD _s f• &STORM BAR SPACING ft SECTION S1-S1 SHEET 9 FOR A GIVEN A.S.D.DESIGN LOAD .s.f. &STO BAR SPACING 11 A STORM BAR SPACING'Y(M ItA-= STORM BAR SPACING"a"(FT) rA= 2' 2.667 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' Mao 2' 2.667' 3' 3.5' k' 4.5' 5.5' 6' 6,667' WB 30.0 AB C.0 ABC 0 A, C,D A 8 C D A,B,C,D A,B,C,D A.B.C.D A S.C.0 A B.0 0 A B,C,D 30.0 A.B.0.1) A,B,C,D A.B.C.D BCD A,B C,D ABC. A,B.C.D. A.B.0 A.B,C A.B.0 35.0 A B,C,D A.B.C.D ABC, A B,C D A B,C 0 A.B.C.D B.0 O ARCD A.B.0.111 A B.0 D 35.0 ABC 0 A.B.C.D A.B C D ARCD A.B.C.D A AB,C B,C AB A 40.0 AB,C D AB.C,D A,B,C.D B C,0 A.B,C,D A,B CA A.B.C.D A B,C D A,B C,D B,C,D 40.0 A.B,C D A,B C D A,B,C D A,EIC,D A B.0 A B C A.B,C A A A 45.0 A,B.C,D AB C,0 'AB C D A, ,D A,B C 0 A.B.C.D A.B.0.0 A B C.D A.B C D A.B C 45.0 A.B,C.O A.B.C.D A,B.0 D A,B.0 ABO A.B.0 A A A A 50.0 A.B.C.D A,B.C,O A.B,C.0 AB,C, A.B.C,D A.B.C.D B,C,D A.B.C.D A.B,C,O A,B,C 50.0 A,B.C,D A,B,C,D A,B,C,D A,9,C C A A A A A 55.0 A.B.C.D A.B,C,D A.B.C.D A.B,C.D ,B.0 0 AB,C D AB.C,D A,B,C.D A.B.0 A,B,C 55.0 A.B.C,O A,B C D A,B,C A,9,C A A A A A A 60.0 AB.C.D A.B.0.0 A,8 C.D A.B.C.D A• ,D A,B.C.D A.B.C.D A.B.0 A.B.C, AB,C 90.0 AB.C.D A.B.0 A,B,C A.B A A A A A A 65.0 AB.C.D AB C.0 AB.C,D A.B.C.D A.B C, A.B.C.D A,B,C A,B,C A.B.0 A B 85.0 AB.C,D A.B.0 A,B,C A A A A A A 70.0 A.B.C.D B.C.O A,B C,D A,B,C.0 A B,C D '-,&B.0 A.B.0 A.B.0 A B A 70.0 AB,C D A.B.0 A B A A A A A A 75,0 B C,D A B C,D A,B,C D BCD A,B C,D A AB.0 A B A A 75.0 AB,C.D A.B C A A A A A A - 60.0 AB C.D A.E1C D AB,C.D A.B.C.D A,B.0 A,B4ORA A A A 80.0 A,8,0 A B A A A A - - - 65.0 •ARCD ARCO ABC.D BC,D BC AB,C A A A 85.0 ABC A A A A A A - - 80.0 A.B.C.D A.B.C.D A.B.C.D ABC ABC A.B.0A A A. 80.0 A.B.0 A A A A A - - - - 95.0 B,C,O AB,C,D A,B,C,D AB,C A,9,C A,B A A A 95.0 AB.0 A A A A - - - - 100.0 A.B.C.D AB.C.D A.B.0,D A,B,C AB.0 ARA A A 100.0 A.B.0 A A A A - - - - 105.0 A.B.C.D A.B.C.D A.B.0 ABC A,8 AA A 105.0 A A A A A - - - - - 110.0 A.B,CD ARCD ABC A,BC A A A A 110.0 A A A -115.0 AB,C D A,B C D B.0 A,B C A A A 115.0 AA A A -120.0 AB.C.D ABC A,B C A,8 A A A A 12 A A A A - - - -125.0 AB.CD ABC A.B C A A A A A 25.0 A A A - - - - - - - 130.0 B.C.D A.B.0 A,8,0 A A A A A 130.0 A A A - -135.0 A.B.C,D A,B C A,B C A A A A A - 1*35.0 A A A - - - - - - - 140.0 A.B.C.D A.B.0 A.B A A A A A A - 140.0 A A A - - - - - 145.0 A.B.C.D A,B,C AB A A A A A A - 145.0 A A A - - - - - - - 150.0 A.B.C,D A.B.0 A A A A A A - - 150.0 A A - - - - - - 155.0 AB,C AB A A A A A A - - 155.0 A A - - - - - - - 160.0 ABC AB A A A A A - - - 560.0 A I A I I - - - - - ANCHORS TYPE LEGEND A 3/8"o CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min. EMBEDMENT*& 5" Min.THICK POURED CONCRETE (f'c = 3000 psi) B 3/8"ext 1/4" POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c =3000 psiZET MACHINE SCREWS C 1/4"ox3/4"ALL POINTS UIDANCHORS W/7/e"•Min. 15�'�OOO,ZZ��'T,,,``"' ��•.- POURED CONCRETE (f' 3000 psi) & `111 r•'•••�CJ '•.,e%� FLORIDA BUI G CODE(Non High Velocity Hurricane Zane) 1/4"e-20, 18-8 INLESS STEEL MACHINE �$��� 0RMYN� SCREWS xa, •44 f�� i •; o Zan mTEco INC. L.C. D 5/18"e /BUILDEX TAPCON ANCHORS W/ :•'O 1, - RoL3ngShu Sys[em 09/24/17 2 1 Min. EMBEDMENT TO POURED it p / nitre CRETE (f'c = 2899 psQ ����11n d� ��t 71Uy7 ZESrINC G ENGINEERINy COMPANY EXPERT SHUTTER SERVIC• INC. sti.sa.]0�,vav:A wsvS Fl.1llEs 1626 S.18 BILMAORE STREET 17-244. 1 pew a C-as)mt-11:0.ra.r(om7mhwl _ PORT Si.LDOIE,FL 3M19B4 EMBEDMENT IS BEYOND ANY FLOOR/ CEILING FINISH f pip 1� 11 "-mala 6tte"ooaoLeom PHM, too)745-9058,FAM(nz)871-0ss0 MAMIa 110 w�� 01 V/gL10 IIt EB-0006719 �q 11 WALTER NMI Jr.P.E. M•x. P..E. SFJ L�5'fG'Fl�A RE/DATE FLORIDA u 441B7 a",», mnvu w<v SH a 23 OF26