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HomeMy WebLinkAboutUntitled (3) II 1/4/2018 Florida Building Code Online ^^ r � II1 • t t,„ -. 0,14411 #," .rd`,� rJ� „'ig •.. . .�. .w. s ,.N.: .�`A42. i«tV . moi. a `S 41/1 ?`'. 't9 'p4tItt to BCIS Home Log In • User Registration Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map ! Links i Search bia ,Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List role Search Criteria Refine Search Code Version - 2017 L# Application Type • Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure - ALL Other ALL Search Results- Applications FL# Type I Manufacturer 1Validated By Status FL12246 R4Revision 'Expert Shutter Services,Inc. 'John Henry Kampmann Jr. I Approved j History I Category: Shutters !(941)922-3854 I Subcategory: Roll-up "Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: r' eChic l Credit Card •: . Safe «cttrity:mvftrtcs- https://floridabuilding.org/pr/pr app_Ist.aspx 1/1 GENERAL NOTES: 8.ANCHORS SHALT.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1.NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON HAS PRODUCT EVALWnOH DOCUMENT(P.E.D)HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE MN THE 2017(61n EDITION)OF THE FLORIDA BUILDING CODE. -3/8"C.1 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS.INC. NAUTILUS ROLLING SNORER SYSTEM SHALL NOT BE INSTALLED AT HIDITRADOCITY HURRICANE ZONES(MIAMI-DARE -1/4'94/4'SDL1D-SET MANUFACTURED BY ALL POINT, INC. . - /BROWARD COUNTIES). -3/6'0 KWIK BOLT TZ MANUFACTURED BY KLEE INC, DESIGN WIND LOADS SNAIL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16'0 TAPCON MANUFACTURED BY 11W BUBDEX.INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISte:EON LINERS THESE SHUTTERS WILL BE INSTALLED . EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED A"iCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONS SHEET. FOR A TRRECDONALRY FACTOR K,1m0.65.USING ASCE 7-10 FOR INSTAIlATIOON5 UNDER 2017 FOC EDGE DISTANCE ANO EMBS ARE BEYOND ANY FINISH MATERIAL , AND SHALL NOT EXCEED THE WXARJM(ASA.)DESIGN PRESSURE RATINGS VOWED 011 SHEETS 15 THRU tO&20 THRU 26. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OVERAWED PER ASCE 7-10 GROUT FILLED,OR . SHALL BE FIRST REDUCED TO AS.P,DESIGN WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX.(9.5.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU.18&20 THRU 28. 3/8'0.1 1/4'CALK-IN 3 3/4' 4 1/2' 1 1/4'(3000 pit) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P1.0.AS TESTED WERE NOT OVER STRESSED. 1/S'A,11*I/4'SOLID-SEI 3' 3' 7/8' (3000, I) NOT AU.CWED A 33%INCREASE- ALLOWS STRESS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS, FASTENERS 3/8b MIBOLT TZ 9' 4' 2 1/2'(3000 pSin NOT ALLOWED W SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE THIN N.D.S.2015. 5/16'0 TAPCON XL 3 3/4' 3 1/8' 2 I/4'(2689 Pet) NOT ALLOWED NAUTILUS ROLLING SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AAAETOCAN TEST LAB OF SOUTH W.ANCHORS REWIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA.REPORT 11030.01-08'AS PER ASTM E 1996-05 E 1886-05 AND E 33o STANDARDS,QUALIFYING AITCH ll;11A, 12, NF1.14.13 L INSTALLATIONS FOR WINO ZONES 1,2.3&4,MISSILE TYPE 0 AND ONLY APPLICABLE'TO BASIC PROTECTION -t(W9L BOLT TZ EXPANSION ANCHOR MANUFACTURED BY Hit.TI.INC. INSTAUAT104S.AS DEFINED BY SECTIONS 6.2.1.1;6.2.1.2 AND 0.3 OF ASTM E 1996 SEE SHEETS 19&20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. FOR ADOITION/J.UI9TATIOIS• -WEDGE-BOLT ANCHOR MANUFACTURED 6Y POWER FASTENERS.INC. 3.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T8 ALLOY(UNLESS OTHERWISE NOTED).SEE SHEET 2. MINIMUM ECCE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SIO LI.BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4.ALL SCREWS(EXCEPT END RETENTION SCREW©)TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 kit EDGE DISTANCE AND EMBELIVDNS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT 0 100% YIELD STRENGTH AND 9O kit TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN GROUT FILLED OR 50018.ALL.S.O.S.ARE TEN SCREWS MANUFACTURED BY 11W BUILDS%B SHALL COMPLY W/FLORDA DIRTENIC ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3/4'0 MK BOLT TZ 27" 9' 4 3/4'0000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,GALVANIZED OR Mg 304 OR 316 SERIES STAINLESS STEEL WITH 36 tai MINIMUM 1/2"1 TOTAK BOLT TZ 22 1/2' 7 1/2° 3 1/4'(3000 PSI) HOT ALLOWED YIELD STRENGTH. 3/Bb KWIK DOLT Ti 6' 4 3/0' 2 (3000 PSI) NOT ALLOWED 3/8'1 HUS-H SCREW 4' 5' 2'(3000 PST) NOT ALLOWED 5.NAUTILUS ROUJNG SHUTiER'SYSTEM BEARS U.S.PATENTS#5.095,225 AND(7,409,980. 3/8'6WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2'(3000 PSI) NOT ALLOWED 3000 PSI) NOT ALLOWEO 7. ANCHORS TO WALL FOTO SIDE RAIL SHALL BE AS FOLLOWS: S/2'/ SON SORA 0R 17Dr%/lib NOR SLPLF(Al f.D%98YT. /'0.T 7 1/2' 7 ?/2' 2 1/z'(3000 PST) NOT ALLOWED (A)TO EJOSTING POURED CONCRETE: LEN.3000 p.&i.COMPRESSIVE STRENGTH. 11.THE INSTALLATION CONTRACTOR IS TO 5 FAL/CAULK ALL PRODUCT COMPONENT EDGES W1H1CN REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY 11W BIHLDEX,INC. TO PREVENT W.ND/RAIN INTRUSION.CAULK AHD SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'e KINK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI,INC. 12.IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A,1) MINIMUM EMBEDMENT INTO.POURED CONCRETE SHALL.50 INSURE PROPER ANCHORAGE.THIS PRODUCT STOW,ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME DULDINGS. 2 1/4'FOR 5/TETO STUCCO XL LANCHORS N ID 211/2'FOR RT OF THE BOLT 3E ANCHORS. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND MING REGULATIONS PROVIDED NO BERM INTO STUCCO SNAIL BE CONSIDERED AS PART THE REQUIRED EMBEOIAElR. 6W THE JIIRNSOICRDN WHERE PERMIT IS APPLIED T0." A2)MINIMUM EDGE DISTANCE(E.D.)INTO POURED CONCRETE SHALL BE:114.LIFTING MECHANISM N07 PART OF THOS APPROVAL MY FOR 5 6'e TAXON XL ANCHORS B 5'FOR 3/8'0 KW 001.1 T 3 ANCHORS,EDGE OrSTANCE i5 BEYOND Y FINISH MATER°P1" 18.((i) THIS P.E.O.PREPARED BY TMS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:N.i.WHERE THE SITE A.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAYERS BE POUND ON CONDITIONS DEVIATE FROM THE PEAL THE EXISTING BALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE-BEHIND SUCH PANELS. (b)CONTRACTOR TO BE RESPONSFSLE FOR THE SELECTION.PURCIVSE AND LYSTALIRTION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON TRIS (B)TO EXISSLVG GROUT FILLED CE11,CONCRETE BLOCK WALL:ASPM 0•-90 P.E.D.PROVIDED-HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS:DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/18b TAPCON XL ANCHORS,AS•MANUFACTURED BY ITW BUILDER.INC. (9)'THIS P.E.D.WILL BE CONSIDERED 1NVAU0 1F ALTERED BY ANY MEANS. 8.1)MINIMUM EMBEDMENT OF 5/18'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCREU.BLOCK (d)SITE SPECWIC.PROJECTS SHALL BE PREPARED BT A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER GF UNIT SHALL BE 2 1/4'. (E.O.R.)FOR TME PROJECT AND LUNO WILL BE RESPONSIBLE FOR THE PROP H2 USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS NO EMBEDMENT um STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE PLO.ENGINEER,SHALL SUBMIT TO THIS LATTER'THE SITE SPECIFIC DRAWINGS FOR REVIEW. 0.2)MINIMUM EDGE DISTANCE(ED.)OF 5/18'1 TAPCON XL ANCHORS INTO GROUT FILLED CELL:CONCRETE (i)THIS P.E.D.SHALL BEAR THE DATE AND OFtlGUHN,.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHAD,BE 4'.EDGE DISTANCE(S BEYOND MY MGR LATERAL. (4) THAT PREPARED IT. 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON 16.PRODUCT btRTBJF LABEL SNAIL BE LOOTED ON A•READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1702.9.3 OF THE EXISTING WALL OR FLOOR,ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. FLORIDA 818.5 10 t- ' SHALL BE PLACED POR EVERY OPENING.LABELLING TO COMPLY WITH SECTION 1709.9.2 OF THE 806104 BUILDING CODE ' i PNr (C)TO EXISTING WOOD FRAME BUHALVC:SPRUCE PINE-FIR-SOUTH(0-0.36).DOUGLAS-FIR-SOUTH(6.0.46)OR C'.... ''1' L ONLY AZ USED TD SOUTHERN PINE./2 W/C e 0.55 MIN. t,0414.1.0...:-.„L ., ,),3;4._4T/NE STATE OF FZOARI4 FLORIDA BUILDING CODE(Non High VeIOl lIy Hurricane Zinc) l -s/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITA BULDDI.BMC ? z = 02017 T£IECO wC '''!S Nautilus I at NO,44167 a := is • -C.1)MINIMUM©DGEDMENT or TAPCOM XL ANCMOR4,INTO THE.WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL ++r�� THRFADEO PENETRATION. 1. ,- """:k i ,�e laR'►* ROILNTySedlni Sydenl 0/2'4/17 NO EMBEDMENT INTO FINISH MATERIAL SNAIL BE.CONSIDERED AS PART OF THE REQUREO EMBEDMENT. . / ■!L E C O EaC. 11MTI< (( man=Tufo a enom6[A1N7 CO IFAHr EXPERT SHUTTER SERVICES INC. • C BEYOND ANY MISR MATERIAL TAPCON ANCHORS,INTO WOOD SHALL BE 2 1 4',EDGE DISTANCE 5 .fir, .>'•'•• rZI iAtegLi2.ro,:_71 l PORt ST.W OILW RE IM 17-244 2) / 17 1 asq ai,ri+. a•. swcaµa u.a f628.,S.H.BTLTYtNiE SIR7 C.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE.OR BRICK PANELS.VENEER OR PAYERS BE FOUND ON ��`Y/IONM.'�G�8�1 _ te,,L 0� y4c P.C. WO xHi-imi.TIM 6x1-tN»n MAW."' THE EXISTING SUCH EWALL OR TUTOR,ANCHORS'SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND � /QA L 44S,Eqq 'MLR a.,,. oosm, .m 0.110. .a LS. P.C. r TLONAA Uc /44167 a um , 4 714111 1 of 26 • / #8 #9 #1Q An .—.x.,r _ .–•..._xao,•-- oe, #7 :T.r .�,. •lar =---..-2.439,--....... +. cw 9m6D n9.s vso� WI #3 #5 #6 �#9 3. > z.6. #2 #4 -ms �.6m w ,.7;' ^iti. DE(A (�:w 6.:2 • 0N.V. ��� J . }{ ?r, u n uuw l r` �.5i{pi4UiNt6i6AH4Fi10.i #1 als x7 .l 11`.31 �. R•F•) T .' F 1 'A i �a.trutE6saea+�a.R 1" I t ?�1I! RI , 1 �' Py.4 i ` I t �iRuss>E.nTataWEEMADN Awin I 1nxtsAsl�n auusuAIscarsaasn.441 R,..7' ` , 'ME.. A2,0• 1':mxu I i .; '"' 1�a96'-4 1; - ' -L $ CA TF N#T NKM7.MIRW7 " _. OPTION#2JiI1w2 �q I WtA.9• �tWl• �R1.6.6• i ,,.R. Y•. �,.^7a p XX ;g{ 11 ) w f' ( ,,:...�T,C T•` i J elONT6tABiEtS5TFEL SCAM N PI ',.j A d ' &#. � r', t; •1 MR; f^T' C OAIEDLM1tA0.AVER I (� %• j )� wr .51aw� eDARCASEDEREE wmv u� L 1 , i 3 �• i ►per• gr�Fl�7.TOQgN4LlC 11 ([ tE C ! ,d 1.4 Fr,RNA htlivaDt�l�H7CM, J„6• '��' 4n7 1 L 1 , C ' 1 _ i f ',1.MA "IVY • �j�j, EWA 196.81:010ENREVASE iIA t„ - L 3 �'�y —.Me A SLATS 9•^ 7/,•-^ .7.r ' MP) Y'J STA Fr;�' T •-yr ULOY aqf BBASESLAOETNL•.8 çIIi : i tee» .•,5,,. li 1 ,.,2 f 6E11'. us' ACETA(.BUSHING R" A IMO --••7-.90. t 1:NA -- •,pq;• WOE YRQRt1!kKit7 MOM ia Cf tr2 �� I !m; ` ORNERY.14 Om t f1 As' TEAM Awas tom= T Ei9t _ l» ,xe6_ ! ' �UILC TUBE v CROW 1TsXItC,ED s ---m....0.10-................* " - 0RETMONGSYSTERSCREW+BUSHING IL E1 BUILD-OUT TUBE CCA'•E •' C-0 SID RAIL* 0 BUILO-OUT TUBE 66s146 AtlANAARAALLOt CORM ALLae 'JHAuaC str e6A SOWS ALUJAG ALLOY SCALA.14, OCKE:V . r .I SCALE.ler•r RAMICAC:CtiRER TO ALLOW RLQ A W,,D.UL! .-.—.---aa SASK• 0 O CLEARANCE VERMIN s'CIWN MD MDI --x9a6•-".._ CAAI Y WAt1.AT NON HURRICANE POST OI4. 1 i_.-760._, —x�,•_, E3 BUILDOUT TUBE r-- AMATO AUooMn.lALLOY ..aa6' ZEALM,R•.r AV 0H U4.Ot3)4"ITbViBULDEXTEKSCREW 3 I Rao-- --.xL,r ORF•eON81EEt I SCAM w'•r ^ ;*wJ 744 44. I " 0 6,16 fl UILDEX TAPCON XL ANOIOR j ; 1 CAROM ATM i SCALE,R•=. g MNi I Ti i� i-W7-53 >�' !. L �,. 0K STORM BAR 1..•A•••••••. 0J 3f8'OHUI,INC.KM<BOLT 3ANCHOR ec•oxsulAsuo maze 1�;� (� GCA.M,v7•.r F0 TRAPPED ANGLE ® Axe MULLION 0 4x8 MULLION Co4s,�MMALUuNOaAd •�f �, .i , EOt,.T6ALUE AARIALLO'• 66aYT6 ALWANWAALLO7 • ••• MITAAlACKAA ALLOY 6"I'+avLL .0*. tus .✓A? nom actio o CODE(Nein 1041b WWI).Hunitcm Vale) SCALE gr.r. 6WP Aar SCALE tl 4 • -CC �I� ��" y�T 0.44167 z •t Caol7 rlrEm OR. in Nautilus MANN EY: Z*+ t— :.,, I ."4"'ss /IO�$BRtlQl fAl _ OLVNJl7 a. IL ECC.Ne. EXPERT SHUTTER SERVICES INC, °A1 +' '1 �. ill Hut Tt„,,„.a e4„„x,mxa cowrAlrr COMPONENTS 0, //,,pf f,--• ,, 4 ,, .,;b� , 6S,R,L E� L 17-244 Y.11 <-, :L3i.c60aotc6m PORI:3T.LUCE;fl,.JsBS. maw* ((�. •��L. 710 floc,RON 7.9am6.ANA(772)671•0716 -+.y���TR��•I��1 )y_^ 17N.TER.-ill. 44.1.FL -a.r. �h^ wa�a an*"."" bar P E-196�;�JATC E10190A LLC.E NCFI f_ *7"""•;•* l e . SEM 1 OF ffi 0 4 1.� ,f V Il• S......„2 r ' ---' .-----2 O� - ,,'l I i 1 SIDE/END CAP I ' 2 HOUSING(BACK&TOP).040 THICK 19' 3 HOUSING(FRONT&BOTTOM).040 THICK • ,.�/ O ‘•' , 4 SPRING BRACKET . ® , 5 SPRING ASSEMBLY C1 6.., 1 O bliii-1O �,,a" 6 60 MM OCTAGONAL AXLE � ,� ( 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION).�� j I '� /'° I� 9 ALUMINUM STARTER SLAT 1 y j 10 ALUMINUM SLATS 1-10 • Q 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR.&MOTOR BRACKET BOLTS '111 15 HOUSIAtG(BACK&TOPj FSS O U • i6 SIDE RAtL(MAttd SECTION}FASTENERS 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY • • I 19 OCTAGONAL AXLE FASTENERS .• � ; 1 20 60MM.00TAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE €I` • 22 • GEAR-:PLASTIC OR 7AMAC CASING • 23 UNIVERSAL WITH DRIVE SHAPE 407..": 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX& END /SEMBLY COMPONENTS I . , , 4p. >,„,..---' eldc11;„.:......-• I. _:No >�' _ L .00;e0,••••___„.„..--'� �1y.44, 16* ; 0.2.0t7 t1 �N: ' r ' b O M� FLORIDA 6ULD1�COE(NanNigh PNowty Hurricane Z or • a) pr/' NautilusLc-Bh oat dixaD tom v\µ EXPERT SHU E SERVICES INC. 0q,„, �1n� c 76M t7-24a {• ..ONA . 11 PPM:teal)749.4036.ro.(n))8n-4964 P.E� 01{IIRE/DATE ncr�n sk.!0107o.s,m scar 3 cc 2.3 BOX 1>Y/6 & v/7V/9 0o .AR I)VJ8 K o REAR Y/6 & Y/7 \\ \\\-A\'-`\\\\\\\\\\\�\\\\.\\\\\\\\\\\\\s.\\\\\\\'�\\\\\. �— \\\\`\\\,\\\;\\\\\\Y`.\\\\�\\\.\\ .\\ _ \\\\\\\N�\ \\\ 1 END CAP--' ..—'END CAP f END CAP , ,1 -END CAP r ' SUIS '� SLATS _ TS i —' sun SLATS - MAYS 0' I 104 LATs #5 SLATS i 1 �' TS e,,, re vir Ol 8 SLATScvs 1 - 0 V8 f; 1 SATS 0/8 ! 0'/8 suis 078 - L, ' , SLATS If i STATS d _^. i I NI stATs Y f i; f"" (To. Eo. END) 1 (Ty p. Es. END) -------- -"''y ..SLATS I ,�^ 09 SLATS ------- _----- :(Typ.) — ITIO STS I 1 I (! SLATS L_�., !1 i ill //I /////////7 ////////l/////////////////f/////tfl/ // STORM BAR SPAOM /,7/7//////4,,7%7//4%/!/.///,�1///�/./.4//1/1////// //. I[Y/6 & Y/7 (SEE SHEET)" B ! /9 IV V/e Y/6 & Y/7 o V Moe.SLAT.SPAN . i (SEE SCHEMA-ES ST WNEETS 15 k 20) (SEE SsIED STAY S SHEET 15)-'""" "`, TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SING UNIT ELEVATION W/ STORM BARS * 1d.7.5. NOTE: SEC SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR UT NSTALLA ION GIVEN A SHUTTER HEIGHT! * CASE I: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-O'APPLICABLE 10 INSTALLATIONS W/O STORM BARS,W/STORM BARS OR W/STORM BARS-N VULLiONS WI HEIGHTS UP TO ti'-0'. ER. (0)CURTAIN NE WAY SHALL START W/DOTOL EACH SLAT I slum 1 SLATS AT TOP,CONSIST FOLLOAED BY OF MLN IIVE(5)2.SLAT QF THAT STAT ALL StAT NUMBER PROCEDURE FOR ADOLNO'SLATS DOWNWARD BELOW IT SLAT SHALL BE OONTIHUEO UNTIL TOTAL.SHUTTER HEIGHT IS COMPLETED.QUANTRY OF FINAL SLAT NUMBER ���.....,,,.. INSTALLEO BEFORE BOTTOM SLAT©MAY VARY-WITH SHUTTER'S HEIG`1T. ,t�'' g A.Not-% % (b)BOTTOM SLAT©MUST BE ALWAYS.INSTALLED. 1-011V1 C�1[.M V1Ap`. ** VASE 2-SHUTTER HECHT LAMER TWIN 11'-O'APPLICABLE TO ItSTA.IATIOHS W/O STORM �A�46y ) '`st-S 14 FLORA BUILDING CODE(Non RIO 550100(52 Hurrla nn Zeno) BARS No W/OR W/O MULUONS W/H5DHTS URGER THAN 11•-O'. ; •y, �l p7 1 o1Gir nLtECD Ota �NTjA+ y.�j�jgl*i7 dt�s+ur S 1iV.M �V1 ; * _ Nautilus (o)CURTAIN SHALL START W/I1 SLATS AT TOP.FOLLOWED BY f..#3......THEREAFTER.ALL : . THE WAY DOWN.EACH SLAT/SHAG CONSIST OF MIN.RVE(5)SLATS OF THAT SLAT =*+ ''4. ■ 1r/�►/.� r�tli�' $' Q �T NUMBER. PROC(DURE FOR ADDING SLATS OOWNA'ARD BELOW a1 SLAT SHALL BE 1 i / TIL/F C 0 INC..\ WI CONTINUED UNTIL 110 SLAT T5 INSTALLED.ATTER. O SLAT 75 INSTALLED,A0Dm0.wL 111D R�� ` EXPERT SHUTTER SERVICES INC: SLAT„MUST BE USED TO C01PLETE THE TOTAL SHUTTER HEIGHT. "3,-„, MUT TLSTHD d ENOIH1YRiHt'COMPANY =b . • (`j'\'�III sa'naw AITsRt=Iii_v:1 I-�se" no ST.. tlott L y09 Ar 17-244 not ST.LUCIE,FL.TV 4 00A»7G tb (b)BOTTOM SLAT®MUET BE ALWAYS INSTALLED r 0. .5S'�t//^�e' l• V. III .-moa ss7wuoasLm„ ..Hua(an).w-a�,.Fu,mL?0,• ��jj,�..S�_•IJryI]� )1 E0-0MIR. a.r moms ear .PX.S URE/A--._. r1t0210LLITR A.MIR.a.62P. • SOLT 4 01 113 P.E.SF StG13AtURf/DA?f rtaPo�l Tx.I+116t o,.w. ,�,� , . ' • ---^ 7„.„.„....... EWSTRX`,WOOD-- - ExIsT202 4,000---... 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ID (27=W g 1 , CD is ;. ,.,,e,...rer-fa,rei..) t' ; ;Li ......,1, , 2 e'co.,,.--,„ , !., I I; \ II . SEPARA33•231 t - TO CLASS 1 ; Cr"Q.t. VAL 1 p. asettet ° Pa • y 2N, DON4,-",, i ‘ Xe0. STUD `•• , !•-•11 0 43'D.C. '''`.).,k 1, 1 I N .,il .• ",• i d REQuIREA. OM f• 1 'I* 9221 225 MA.RtOuildO ' ° :1...,. ,..--C1.1.Anc:It! -7-1-71-1-y-'..:". VIZADOR L.-. A ( 2 pert, MI,c, ,,I, ,A 0 1 ' '14.$41.27 21 .",. 0 I III \ 4, . 0 \\ \I\ ' ' 1 .3 \s:\, 1‘,. 1•, It .11' \ \\ • Ms=l)46 1? 1r 1 11 ! .. I. . , 0/8 1 ,i 0/8 , 1 I ,.. , 1 1c I . ‘I 0/8 \ ' 0/8 , \ . • ',. (2)201:on \ \‘„\ . •, ,,oas , \\,,, s.. „ 1- i a ; 1 I h I -77' t s"agx ' 1 ; I II i .. 53 .,• __ ,.. 1 I.-,„. . oil shim!21 SE ; MO . 1 !,: ,.. .11 co Dt-E2 • I 0 i STUD 0 lir -.....? 4 I it i o.o.mAx. ,, ... 0. , D 1 . on.v.n..r J , J,, 1 !. .,e. I t%k":: ;- 0 li , REQUIRED. k I 1 1 ...1.... 1 1/2"41 1/2141.0. ' 1 (SEE 50007 ' It ' -''' i ; _.\:1.‘L\14;' :'4, • ...-___ -1 1 3 1 ' 1 • STE m010.15 1 ,1 .2...r..5 • V.OPO. I 1, g.,•, n. x=07.ALts. MO I 20 \ \ 1 \'. AUX IN k \1 • ', . wiUrCi 24 , 1 • 5/11V0 SARCRNS • 1 W-77 1 1 k .1, \ 7 ,'I •, N \ ‘\ ._0/16'11 ARCMS XL \ i • \\I\ \. ..,. . ' ; Vi 2 la'ioVi. 0/8 \ \‘1\ \ '' r 0/8 I , 1 \ ,, 1. '‘. ,1; 1 , \ ', \ • 41,"2 3 il.n. vol• •., . . \ -. ),, \ N.......,L twaTt,Tri 1 ' \ 't 1\-aw. ArmEnto;!.1 Cr*, O 24.OA, 0/8 \ 4 „ • .,... ,rm.OR rat., \ \t,\ 1 1' F"as. u 24' '\ 'I\\...-. '..."-vod,FRESH I 1 2.OR 2.,' \,.‘. ' 1 \ : r+r%pat, 1. \ 1,..,:r ; VOYONO WOOS 'CSIO"Vr":40 .‘ \ ) j 1 'il,, oosmo wow 2I4 OR cA2PE:--NA .r, ,CO..'IRXX. • 1 '', , ; V, Dar%Rom r, 0000 88 1 e`'In°!"VNATV- -..._‘<.` : DECK Oft GOTTON EWE ii.2%-n-.0 NOM •00'044 PLATE , ' ' ' ' 1 ' SOTI.641 RIME . i• ' i DM 111" CONCRETE S.44I I RE.12101•ED --,... ,. row:am 5.....a I•auoom :4. ,..„ otos OR I RECI.RED "'Y....I"' I' FOORTRETe sus MU1RED PEOLI4RE0.-- t(SEE swEr 22) ^•••....., .- Ra.0410. L....ET Falf/7 20", ',.. '7 I ' - '1171('QV FC,C14"..T)."3; •(SE %INT 213) ........-----...„... . ,,L.,..,..„...0. (SU SREET 22) , -••••••,,. .. , ......0 ',- ----..„.•,-- _!..----- . -..„ :, • . ., ,„ . -...,„.e"----. ,..---. ,. ,... WALL MOUNTING IyALI_MOUNTING BUILD-OUT MOUNTING 11.11IO-OUT MOUNTING SECTIONS INSTALLA • 1 DETAILS ON EX.ISPetp.. WOOD BUILDINGS 00,11, .............. v ." ••••,.... • FLORIDA-BUILDING ONE(Nan 8Ish vowcity liukrinon411410 ' vm.o.ye\, .1/4 --T.--7 No.44i67 % I ,c 201/%MO XeC, OWN eh I': *i LC- * • 3: .04^. •,-..j*4, / „ ICI..: Natiti/us ill. Ratify,ThsqtarSysfam WW1! 111V4?".31415p $ i IILIEd \ tgr0 mc. am ,„,,,.,70.„,,,,,3,40,60„,,00978888 EXPERT SHUTTER SERVICES INC. 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'.� 0.4 ax�g3z O W a wLI 3 p $ y2G70lnVlQ 06 .7 1v t7 g 0 2 Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie License # SCC131151508 (772) 461-2116 Fort Pierce g o L et/ T 4rYa 14 /7 ac, .'1 All (f f Gi CUSTOMER'S NAME PRODUCT LAYOUT SHEET li I %. c..„„...„ ...7y., il's 1 ,1 .1i • %.). 1 3). .Q. I \ 712 % . i n ka °f , °t I % 1 © I � 'I ,' 1---4111:671 I Iy•berg if amu During installation we must have access in and I ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be Cirkinli present during installation to inspect and pay balance due. CUSTOMER'S SIGNATURE ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2"112" OR >= 10 DEGREES PROJECT NAME: /(/ 0 V l"hG !-7 NOA or FL# /2 4/ ADDRESS $ r•it7 c7'"Gc NOA or FL# CITY/STATE F ;Cr- et_ ," NOA or FL# CLADDING TYPE: ,f'je414 7 p c/ NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Volt) 160 NOMINAL DESIGN WIND SPEED(Vasd) 124 ROLL DOWNS, WINDOWS, MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 25 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS VuIt f Vasd Vult T Vasd Vult I Vasd ENCLOSED BUILDING GCpI=+0.18 <,10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 43.7 26.2 41.8 25.1 39.2 23.5 NEGATIVE PRESSURE (INTERIOR ZONE 4) _ -50.0 -30.0 -47.9 -28.7 -45.2 -27.1 NEGATIVE PRESSURE (END ZONE 5) -617 -37.0 -57.5 -34.5 _ -52.0 -31.2 PARTIALLY ENCLOSED BUILDING GCpI=+0.55 <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 57.4 34.5 55.5 33.3 52.9 31.7 NEGATIVE PRESSURE (INTERIOR ZONE 4) _ -64.4 -38.6 -62.3 -37.4 -59.6 -35.8 NEGATIVE PRESSURE (END ZONE 5) -76.1 -45.7 -72.0 -43.2 -66.5 1 -39.9 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 1/17/2018