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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: s �J REVISION FEE: f PLANNING & DEVELOPMI BUILDING & CODE REGULA'I SCANNED 2300 VIRGINIA BY FORT PIERCE, FL Wit. Lucie County (772) a62- LOCATION/SITE PERMIT # APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESSNAME: Expert Shutters QUALIFIERS NAME: Michael Heissenberg ADDRESS: 668 SW Whitmore or CITY: Port Saint Lucie STATE: FL PHONE (DAYTIME): 772-871-1915 OWNER/BUILDER INFORMATION: NAME: ST. LUCIE CO CERT. #: 16572 ZIP: 34984 FAX: 772-871-6990 CITY: F TV wM STATE: fC PHONE (DAYTIME: -7')j-gj 1 ' t 1 S FAX: ARCHITECT/ENGINEER INFORMATION: NAME: riteco.INC. ADDRESS: 6355 NW 36th St #305 CITY: Miami STATE: FL PHONE (DAYTIME): 305-871-1530 SLCCC: 9123109 Revised 06130/17 ZIP: 33166 I;i,� ,RtWISION Collins Residence 38 70 N Hwy A 1 A Bldg 1# 505 Fort Pierce SCANNED St. Lucie County 1 White HV Accordion ShRENSION SHIM the bottom track to allow for water drainage. File COPY Residence File, C®'Py 3/512020 Florida Building Code Online tali � i � a 1 1 � :•• If WIS HOme ' tp94% 1 User Registration I HOt Topics ! S.Or* Surcbatge t SOW A Facts I Nblitallons contact Us BM Site Map i U.im S." Orproduct Approval USER: public User r,[lidya Aaomval Hem > PmanO or6arbcamn Snarre> egprin nil List> Application Detail FL # FL12246-R4 Application Type Revision S�i ,06 Code Version 2017 Yt` Application Status Approved O Comments �QN Archived A7 Product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-1915 Ext 106 calle Pert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Helssenberg Nei Address/Phone/Email 1626 SW Biitmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 306 v� CallExpert@aol.com Q Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772) 871-1915 Ext 106 CallExpert@aol.cvm Category Shutters - Subcategory Roll -up 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 Wailer A. Tiilit ]r., P.E. REVIEWED FOR Evaluation Report CODE COMPLIANCE Florida License - PE-44167 cQTT p� A(� �Il� COUNTY e Quality Assurance Entity National Accreditation and Malt3i]mer,6WgIE COUNTY Quality Assurance Contract Expiration Date 12/31/2020®�� V Validated By John Henry Kampmann Jr. -S Validation Checklist - Hardcopy Received Certificate of Independence FL12246 PA COT XP RT SHU7rER SERVICES DRW 17- 244 CERTIFTCATION OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Equivalence of product Standards Certified By Standard ASTM E-1996,E-1886 ASTM E-330 TAS 202 Year 2005 2002 1994 112 File C®PY 1 1/4/2018 Florida Building Code Online I a yj>'I y BCIS Home I Log In User Registration Hot Topics Submit Surcharge stain & Facts Publications FBC Staff BCIS Site Map Links 'Search q IFlorda eI�{�_iy ' � Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application Ust y u Search Criteria Refine Search Code Version L# 2017 12246 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 SParrh RPRIIlfS - Annliratinns FF# Type Manufacturer Validated By 51atus FL12246-R4 Revision Expert Shutter Services, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 ' 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. Coovdaht 2007-2013 State of Florida.:: Privacy, Statement :: Accessibility Statement :: Refund Statement Under Honda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with Me 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: ff-91 0-9 ®- M seCUR1Vb1ETRIC.4 j' e CODV- https://floddabuilding.org/pr/pr_app_lst.aspx 1/1 :: L 1 HAS am AM£AMFIUS M FOUR COMPNWONCCE IN AM SROM4�CE OWNTHIS I N WE 2200117( N ORION) OFF THE�FUN 9URDNG CODE NAUTILUS ROLLING SHUTTER SYSTEI SHALL NOT BE INSTALLED AT HIGH VELAGII' HURWGNE ZONES (MINU-DARE /RROWMD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION IM9 OF THE ABOVE MENTIONED CODE FOR A BASIC WHO SPEED AS REQUIRED BY WE JURISDICTION WHERE THESE SHURERS WILL BE INSTALLED FOR A DIRECTION11V FACTOR X0-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 RIC AND SHALL NOT EXCEED ME MMNUM (ASDJ DESIGN PRESSURE RLI HICS BOKATED ON SHALES 15 1HRII IB @ 20 WU 26. IN ORDER TO VEIN THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO M COMPARE THESE W/ MM. (ASM) DESGN PRESSURE MTNGS INDICATED ON SHEETS 15 WRU 18 h 20 WRU 26. 2. A 33% INCREASDER TO EMiNYAL OWASl0E F0SRE55 FOR WIND, ORS UGAADS WAASS HIM USED IN THEIS REM. AS R AM YS10ST FAS�TENERE STRESSED, SPACINGS TD WD00 MVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 201& NAUTILUS ROLLING SHUTTER SYSTE'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN MOM IN ACCORDANCE WGIISECTION 1809.1.2 OF THE ABOVE MENTIONED CODE AS ANERCNI TEST fAS OF SOUTH INSTALOAATION0RT M WIND ZONES 1. 1.2, 33 PER k 4. MISSIILE TYPE 0 µD ONLYµAPPLIGABOLE TO BASIC PRUALOVING OTECTION INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF AM E 19SS SEE SHEETS 19 k 20 FOR ADDITIONAL GIMITATONS. 3. ALL ALUMINUM EKTNUSGNS SHALL BE 6063-16 ALLOY (UNLESS OTHERWISE NOTED). SEE SHEEt 2. 4. ALL SCREWS (EXCEPT END RETENTION WRIEWP TO BE STAINLESS STEEL 3114 OR 316 SERIES WITH 50 "i WELD SIREN H AND 90 Lsi TENSILE SIREN OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SODIS. ALL S.D.S. ME RK SCREWS MANUFACTURED BY ON BUILDS% h SHALL COMPLY W/ FLORMA BUOEING CODE SECTION 2411.3.3.4. S. BOLTS TO BE ASH A-M7, GALVANIZED OR AS Me OR 316 SERIES STAINLESS STEEL WITH 36 Lei MINIMUM TELD STRENGW. 8. NAUTILUS ROLLING SHUTTER SYSFEL GEMS US. PATkMS 06.095.225 AND 27,409.98D. 7. ANCHORS TO WALL FOR®SOE RAIL SHALL BE M FOLLOWS: (A) TO EXISTING POURED CONCRETE: AN. =0 p.at COIMPRESSAE STRENGTH. -5/16.0 TAPCON XL MCHORS M MM'UFACit1RED BY OW BUILOEX. INC. -3/8.0 KWIK BUT 3 ANCHORS AS MANUFACTURED BY HIE), INC. Ai) MINI EMMOMENT INTO POURED CONCRETE SH1A'LL BE: �� NOt EMMSEDU NF INTO STUCCO XL CBE�COVS ttF#EN AS P.V(TBOF WE R BOLT E EEMMEM. A.2) MINIMUM EDGE DISTANCE (ED.) INTO POURED CONCRETE SHALL BE: A' FOR 5/16.0 TIPCON XL ANCHORS k 5' FOR 31WO KMK BOLT 3 ANCHORS EDGE DISTANCE IS BEYOND ANY FINISH MTEROL, A3) INCASE THAT PRECAST STONE. PRECAST CONCRETE OR BACK PANELS. VENEER OR PAVERS BE FOUND ON WEE µNNG wI GR FLOOR ANCHORS SHALL, SE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND (B) TO ELIBIING GROUP FILLED CELL CONCRETE BLOCK WALL• AST1A C-90 -5/16'0 TAPCON KL ANCHORS, AS WWUFACTURED BY IM1A MOM INC BA) MINIMUM EMBEDMENT OF 5/16.0 TAMON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL RE 2 1/4'. NO MOMENT INTO STUCCO SILL BE CONSIDERED AS PART OF WE REQUIRED EMBEDMENT. 8.2) MINIMUM MCE D19MCE (E.D.) OF 5/16'0 TAPCNR XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHAM SE 4. EDGE DISTANCE S BEYOND ANY FINISH YATEAA. 8. ANCHORS SHNL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF WE ANCHOR'S MANUFACTURER. 9. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE M SPECIFIED ON APPUGBIE SECTIONS SHOWN ON SHEET 9. -3/8'0z1 1{4' CAU(-INS MANUFACTURED W POWER FASTENERS. INC. -1/4'003/4 SOLID -SET HANUFATNRED BY ALL POINT. WC -3/8'0 KWN BOLT TZ MANUFACTURED BY KLTL INC. -5/1VO TAMON MANUFACTURED W OWN SUILDIM INC EOCE M EDGE ECE DISTANCE AND SPACING NTS ARE MR D �MENTIIOOHN D � SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EMBEDMENT GROUT FINED OR ANCHOR SPACING O LOOK EDGE DISTANCE 0 10011 CONCRETE MNCRME BLOCK 3/8'0K1 1/4' CALK -IN 3 3/4' 4 1/2' 1 1/4' (MOO Psi) NOT ALLOWED 1/4'0s3/4' SOLID -SET 3' 3' 7/8' (MOD psi) NOT ALLOWED 3/8.0 KINK BOLT TZ 9' 4' 2 1/2- (MOO PM) NOT ALLOWED 5/16.0 TAMON KL 3 3/4, 3 1/8' 2 1/4' (2899 psi) NOT ALLOWED 10. ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPMOED ON APPUCABLE SECTIONS SHOWN ON SHEETS 10. 1DA. 11. Ilk 12, 12A. 13 G 13A -KWiK BOLT TZ EXPANSION ANCHOR MANUFACTURED By HILTI. INC. -HUS-H SCREW ANCHOR MAN WACTUREO BY KIM. INC. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBMMEHS ME BEYOND ANI' FINISH MATERIAL EMBEDMENT 0 IDOR GROUT FILLED OR ANCHOR SPACING O 100% EDGE DISTANCE 0 IOM CONCRETE CONCRETE BLOCK 3/4-0 RWBL BOLT TZ 27' 9' 4 3/4' (3000 psi) NOT ALLOWED 1/2'0 KWIK BOLT TZ 22 1/2' 7 1/2' 3 1/4' (MOO PS) NOT ALLOWED 3/8.0 KWJ( BOLT TZ 8' 4 3r6' 2' (MOO PSI) NOT ALLOWED 3/8.0 HI SCREW 4' 5 2' (SM PSI) NOT ALLOWED 3/8-0 WEDGE -BOLT 4 1/2' 4 1/2' 2 1/2' (MOD PS) NOT ALLOWED 1/2.0 HUS-H MID! OR EDGE BOT 6' 6' 3' (SAGO PSI) NOT ALLOWED 5/8.0 HS-N S1d10T ISBOT MIT 7 I/V 7 1/2' 2 1/2' (MOO PSI) NOT ALLOWED it. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN N CONNNOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RUN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL MOUND FDLL LENGTH. 12 IT SHALL. BE THE INSURE PROPER ANCHORAGELITY OF WE THIS PRODUCT SSM" ONLYYOBEEAATTACHED TN THE OO CONCREFEF CONCRETE BLOCK OR WOOD MOVIEWE STRUCTURE "ERE PRODUCT STO BE BUILDNGS�ACHED TO 13. TILLS PRONICI'S INSTALLATION SHALL COMPLY WNN ALL SPECS INDICATED N THIS DRAWING PLUS ANY BURD0IG AND ZONING RECUTAMNS FRONDED W THE NRISOICTION WHERE PERMIT IS APPLIED M. 14. UFING MECHANISM NOT PART OF THIS APPROVAL 15. T0) MI5 P.ED. PREPARED'BY THIS ENGINEER IS GENERIC AND DOES NOT PROJCE INFORMATION FOR A SHE SPECIFIC PROJECT: i.e. WHERE THE SIC C NDITONS DMIIE FROM WE PLED. (6) P.ED.M TIRO IDEA CTOR TO BE RESPONSIBLE DOSES NOT0DE M FRR THE OM ION. TA COPO NDI ONS DETAILED ON THISAND INSTAI-LATON NCLUDING LIFE SAFETY OF DDOCUMENT. CONSTRUCTION HIS PRODUCT. SAFEIY AT SITE SEDAN THIS CONTRACTOR'S RMPONMBHY. (c) THIS P.ED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (0) SITE SPECIFIC PROLECIS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME WE ENGINEER OF RECORD (ED.R.) FOR WE PROJECT AND WHO WILL BE RIMPONSBLE FOR THE PROPER USE OF WE RED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO WE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER WE SITE SPECIFIC DRAWIHCS FOR RLVIEN. (e) THIS P.E.O. SHALL BEM WE DATE AND ORGINAI SEAL AND SKDUNRE OF WE PROFESSONAL ENGINEER OF RECORD THAT PREPARED R. B.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON WE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH WE MAN STRUCTURE BEING 16. SUCH PANELS. (C) TO EXISTING WOM FRAME BUILDING: SPRUCE PNE-NIT-SOUS (G-0.36). DOUGUS-FIR-SOWN (0-0.46) OR SOUTHERN PINE 02 W/ G - 0.55 MIN. -5/16'0 TAMON XL ANCHORS. AS MANUFACTURED W ITW MOM INC. CI) MINIMUM EMBEDMENT OF TAPOON XL ANCHORS. INTO WE WOOD FRAME UNIT SHALL BE 2 I/4' PHYSICAL THREADED PENETRATION. NO EMKD14EM INTO FINISH MATERIAL SHALL BE CONSIDERED M PART OF THE REQUIRED EMBEOMEM. C2) MINIMUM EDGE DISTANCE (EDJ OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE C BEYOND ANY FINISH "I Ul. C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR SACK PANELS. VENEER OR PAVERS BE FOUND ON WE EKNiING WALL OR MOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS. SHALL BE SHALL BE ACCORDANCE WITH SECTION 1709.9J OF SECTION 1709.9.2 OF THE MOROA 6U01R0 U7 N8 09 .43' r .1n•� J91•� �Y t•S• m..3r mo•� .Sar � _.m•J L""4, OD SIDERAIL * O BUILD -OUT TUBE wesnuusawN3m SossnNwnA3u3m Swr+4.+• _ YJSE,4.r YNM/LiUFOi Ri N M A If . C,M- GYVMYCE efl SCRFII Hm AF9 aV M AT N NJRPofINt PoSR & OF TRAPPED ANGLE Q 4x6 MULLION ( nNUM—1 w �1-n NIWMNIllm Swt+4.r wn:W-V G1 4x8 MULLION 64Yi3NVYWUY01lOV COMPONENTS A' r!+ MNL• A -1 OEfIJL• Cf. 4yiy(�ri' Y pETAM1'8 OB BASE SLAT m33nuwmwutm swJ:+4•r .sm•1 3ffi 9 J E7 BUILQOUTTUBE emnAlu�mea+u3m s:ue+4•r �—.--SaM• yy1•'3tY J/A'ib� aNW fn KiWM 8 �' meault49iR33w+ [11 ry;nrS%NnDA911l3fAV310R c:Lf ,a. OPTION OPTION 92MWAs¢gMw wl r AAY ACETAL BUSHING ... NSEwnV1i0x9n Nnr4 �N n3srvo33ccc mmruq+n TtzasaE33xuusmu n>srsnsssATnannn3a ruzxaa3uuxls3N3e © RETAINNG SYSTEM: SCREW! BUSHING swem••r I I �13C• ES BUILD-OUTTUBE wssm u+rcxwAum © IIVOM' MVIBURLDEKTEK SCREW CARBgi 51t0. Jb. wu,4.r � a 0 OI 5N6'G RWIBUILDEKTAPCON )(LANCHOR s ,VL3 .4.r 1 OK STORM BAR JO 3R'B HRTI.INC KWIK BOLT3ANCHCR m3,.isumerNupuar uvewsna rrut vr.r ¢we+4• r C M17 mma M. Co,N�.e .� EXPERT SHUTTER SERVICES I SIDEIENDCAP 2 HOUSING (BACK & TOP).040 THICK 3 HOUSING (FRONT & BOTTOM) .040 THICK 4 SPRING BRACKET 5 SPRING ASSEMBLY 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL (MAIN SECTICN) 8 SIDE RAIL (COVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS1-10 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS 15 HOUSING (BACK& TOP) FASTENERS 16 SIDE RAIL (MAIN SECTION) FASTENERS 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 END RETENTION ASSEMBLY 19 OCTAGONAL AXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE 22 GEAR - PLASTIC OR ZAMAC CASING 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKETWITH BEARING Y HuM=e & Y/7 CAP END (Typ. En. END) & Y/7 (SEE S:N omCs ON SHEETS 15 5 10) TYPICAL SINGLE UNIT ELEVATION W/0 STORM BARS ', •• NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHTf • CASE I: SNORER HEW EOUAL OR LESS THAN I V-V ARPUGBLE TO INSTA MNS W/O STORM BARS. W/ STORM BARS OR W/ STORM BARS & MULLIONS W/ HEIGHTS UP TO It'-O'. (R) THE AY GOWN. SEACH EAT I SATS AT TOP. StW I. CONSISTOFMN OBY FK 0) SLUTS OTHEREAFTER. NTHAT SL ut NUMBER. PROCEDURE FOR IDDNO SLATS OOAWARD BELON /1 EAT SHALL BE COMGNUED UNDL TOTAL SHUTTER HEW S COMPLETED. OUANRTY OF FIN4 SLAT NUMBER 08TA BEFORE BOTTOM SLAT@MAY VMY mrH SHUTTER'S MGM. (A) MOM SLAT @MUST BE ALWAYS INSTALLED. tt CAST 2: S,UTIER MGM LARDER TWO! %,'-0- FPftIC a 10 INSTALUROHS W/O STORM BARS AND W/ OR W/O UUtUGHS W/ HEIGHTS LARGER TNNI IV-0% u) THE CURTAY DOWN. EACH MAT I VASLL ACOHMST T TOP, FOF MIN M (5) SLTS OFHWT SW A L NUMBER. PROCEWRE FOR AOONG EATS DOWIDYRRO BELOW /1 SW SHALL BE CONTINUED UNTL /10 BUT IS 05TALEEU, AFTER 110 MAT R INSTILLED. ADDHLONAL /10 ,An MUST BE USED TO COMPLETE WE TOTAL SHUTTER HEIGHT. (E) BOTTOM S T@MUST BE ALWAYS INST 1 CO, TYPICAL SINGLE NNIT ELEVATION W/ STORM BARS ' NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. FLORIDA BUILDING MOE 17 ENO) NIv UUUUON SPACING 1-- (SEE SCNEDLRE ,J 04 BEETS 24, 25 A 26) PW-1/10 G or © or OR W-2/11 OR W-3/12OR W-4/13 BOX �I �I I 1 I I I I I I I 11 II II II II II II II IL II tl tl 11 II II II II II II II 11 II II II — I r 9 I 1 I 0 B i II 11 i II ii I II II tl I i R 8 or R/B R B or R'/ I I II II 1 I I I it I I ii I R or R/ I R/g R/9 I © May. SLAT SPAN I r� W-1/10 OR W-2/11 OR W-3/12 OR W-4/13 I S MOP. SLAT SPAN � MaR. SLAT SPAN I 12 LArs q curs 14 urs 15 ACTS (Typ. Ea. END) IS TS Flo B (TYP-) (SEE SCHEDUSHEET T� ON (SHEEISN15 U& i6� (SEE SHEET LEES ON TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/O STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: CASE t: SHUTTER HOLM EQUAL OR LESS THAN 11'-11'. APPHCABLE TO INSTALUTONB W/O STORM BARS. W/ STORM BARS OR W/ STORM BARS & MUWONS W/ HEIGHTS UP TO (a) CURMNN SMALL START W/ 11 SLATS AT NP, FOLLOWED BY Q2. J'3...... THEREAFTER ALL THE WAY DOWN. EACH SLAT / SWLLL CONSIST OF FN4 (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADOMG SLATS DOWNWARD BELLOW III SLAT SHALL BE CONTINUE UNTIL TOTAL SHEER HOGHf 6 CONPLETED. DUANTIII' OF FRAIL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT B MAY YAM WITH SHUTTER'S HEIGHT. (b) BOTTOM SMU' MUST BE ALWAYS INSTALLED. W� CASE 2- SHUTTER HEIGHT LARGER THAN I V-D' APPUCASLE TO IIISTALATIOY W/0 STORM BAR 00 W/ MUWONS W/ HEIGHTS LARGER THAN IV-O'. (P) CURTAIN SHALL START W/ Y1 SLATS AT TOP. FOLLOWED BY 12. 93..._. NEREAFLER ALL THE WAY DOWN. EACH SLAT / 5 CONSIST OF FIVE (5) SLATS OF THAT SLAT NUMBER PROCEDURE FOR ADDING -SLATS DOWNWARD BELOW 11 SLAT SHALL BE CONTINUE UNTIL VO SLAT IS UISTALLEO. AFTER r10 SLAT IS INSTALLED. ADDITON& j10 SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (b) BOTTOM SUTQB MUTT BE ALWAYS INSTALLED. W-1/10 OR W-2/11 OR' G or ® Or G Or © Or ®W-3/12 OR W-4/13 Nov STOiH BDA SAO:k Um MULLION SPAXKI (SEE SOADNE ON SxST u) E(D24 `E �25 & 25) D V/R OY S1 n REAR K (Too.) ;.��,1;%'•4'.///,:.'I//.G'/.Ii1/7://, i;:G .'./f_/.4' BOX END CAIR, �1 11 I It II I SUITS /2 1 II II BUTT E. E. �O $ 3 zoN�g Q/B o :tl A 4 B 3 w (iYP') z R/8 i i i IL 11 i i R B. or SLArs SL B4 Sins SLATS /T SLATS D P BaP B i B� Q B 1 II TI N R 8 or i 1 1 i i i II I I - or R8 I (TYP• Ea. ENO) 19 SLATS I R/8 R/9 j or 1 11 n R•/ i j j LI I or R'/ II a I i i II I n II 10 SUMS OW STORM But SPACING— (LEE SHEET 22) is - .. .. � W�1/10 a'W-2/'I OR I; .'� - - .' D W-3/120 OR W-4/13 V/9 B (TYPO MaM. SIAi $P/uN MOY. SLAT SPAN INoy SLAT SPAN (SEE SCHEDULES ON (SEE SCHEOULES ON (SEE SCHEDULES ON SHEET 15) SHEETS IS & 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION W/ MULLION & W/ STORM BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. p, •�C�SF '✓9 •' •� '' FLORIDA BUILDING CODE (Non High Ve ily RuMwne Zxx) •T16T • * , 1• Ot011lMOTOR, "iem �L E C. 0 INe. UA RmxP A [Hnln Lmx4 OOMrAm A%A SALAD n a•a a.. iI-taa. r,., OU.YnnfH _ ®000611r�94� 4'•L1FA A 16Ur Y PL aMd4 tE 41Ft6) Nautilus RoIDng3hunersya(om VVAF, A: RII/24/n dR EXPERT SHUTTER SERVICES INC. Pont SW. UCII4 FL 51aF, PORT ST, IUOC. R N984 wb( INN M,-FN.Iw ]1 nr-OAe ` {•C•'••, � ' LRL 11 .�/ ALF llllt 17-244 moc w, - e.t.4•rR�u.wm�.�-R • = 9I6T i OY6 5/16'P TAPCONS n w / POURED WNCR 1 r 5/16.0 TAFCONS SL W/ 2 1/e' Min, EMBEDMENT L 1'6D.v0D60' GALV. 1'.111/9' OR 2'.2'al/B' 1/I'PO/a' RW MILD TEz SCREWS ALUMINUM TUBE 2 1/e' E REO'D STEEL WASHER O 2e• ac. / W/ t' 0D..OD6D' WIVANIZED STEEL .D ,06T . O t'0.0..0.060" GLY. % / ONS �ENBEOMRrt WATxEx O 2A' e.c. STEEL. WASHER O N' o.c. 2/1ONS /� _ O 2".. PWRED CONCRETE POURED CONCRETE OR GROUT FILLED— OR GROUT FILLED CONCRETE BLOCK / CONCRETE BLOCK WALL RECTIMM, WAIL REQUIRED. 0 I ' i EDGE OT I r OPENING M M GPENNG j M :. EATSTING E%6RNO D cuss�A El65TMG t I ctess�? G1Ass1: (6flDNDl (BEYOxD) (EEYONO)SEE P 4 tq SEE ANCHOR `o / F % SCHEDULESRON T i SCHEDULES ON SHEETS 16, 12 a SEE ANCHOR / " SCHEDULES ON SHEETS 15. 12 C k III d< To A Q SHEETS 16, 17 a acts 4 In A Min. SCSCSC Min. SEPARATION z 'a_N mI, SEPARATION a SEPARATION CV55 2� TO GLASS (RE SCHT LL DfIF1ifOR TO GLASSTO (seE SOWAES. DfIMR (SEE ScNamm DiiMR OR SKEET 15) `• W SIM 15) O � GTI SHEET 15) �ORQ C _ _ 0/8 4 0/8 0/8 a C 0/8 0/8 0/8 POURED CONCRETE' / d / f POURED CONCRclE .' / I OR GROUT FILLED CONCRETE BLOCK POURED CONCRETE OR GFKA) FILLED-b� CONCRETE BLOCK WALL REONRED ! / OR Im CONCOR RETE BLOCK �� WALL REWWED. C .I µALL REQUIRED. C " EDGE OF + OPENING I �...—r_CI_.... e / } EDGE ' OPENINQ�-_—__f� I • /' 1. MIN. E.0 1 1/211 1/2'N.062'.CONE ALUM. ED MN. H.O 1 1 5/18'a iPPOOVS %L W/- ANGLE W/ 5/16'e TAPCONS KL W/ 'T 2 t/e' Inn. EMBEDMENT o 24' o.c. POURED CONCRETE 5/16'e TAPCONS zl W/ / ALUM.MOL'KONf. 1 AWN. ANGLE 2 1/P Md. EMS I, N'c-S W Wn:) PEO'D. 2 1/P Min. EMBEDMENT / 0 2.' o.c. WALL MOUNTING FLOORICEILING I TRAPPED MOUNTING O 2e' e.e. BUILDgUT MOUNTING SECTIONS.,' '' •. .?!�4r ••. ✓ •'• FLORIDA BUILDING CODE (Nan 6yx Ve"Ity Rurrimne Zm ) INSTALLATION DETAILS ON EXISTING POURED r 167 QN'Tmm6W Nautilus CONCRETE OR GROUT FILLED CELL CONCRETE? . ,A, IL ECoENc. Rowng5Tmaaersy ftm conmp, �n BLOCK BUILDINGS i �o'•.: Tlutt ES-o a r Gmincrmxn wM,A EXPERT SHUTTER SERVICES INC. III 17-244 �F� �� n:M5 nA�ue SCALE: ]/fs' - ,• o /cQ 0� LL„uxn r...ma. n nl-ee® Dq� 1ViTM1 A T j b...[ ruz✓DL uc / •.1eT sxm a aTo ..•••••• tl OaSINC KW➢� pISNi➢ WWO %llnro TaPCGxs xc w! S/,6'e 1 r (M XL w! 7RVOGEs aR Ru Icw ( ➢' W RFIiER 1 4•e,s 4• nw Rmfrtx 2 1 2' wlR PENflRAMM! 2 tn• Y:n. P[xETU,KKi 11,`PIl9' dt /f � Od/a' BUH➢p t•.r.va• aR =! (sfNKS M( Ex15➢NO KW➢ 6: DWA60' ➢ % t ,•O.O a6060' GALV, 31Yx1)B•' 2'r211(b 1' OD.,ODGD' m"A"ZEO oxsm+a Wcco T' ➢awa6o• O4lXNREO Russ[s OR W3tQt GTEEL wAAIER 0 24• 11 ®TRUESES OR INTER $111, W TR 0 2a• e.c uUMIxuY N9S 'tlASNEYI a 21` pq, /lURPiUu IUBC STER WASHER o 24• — s/rs•e ruE4!es XL Slta'a 2 1c�o�xs n w/ nii wl vd. a tE 2"EmAnwi f W 210 OR ]'KY OR I.A. CONT. 2 w CON=. (2) 214. OR (2) 214• di KaOD MEAOE0.ACTATIND v+0'OCO FID[R COOD Mf�jDER R ONREO { l 11 REWRFD R[OON.D { t o i ° i M we I M [aP iN.a i M ME M GFENNO a ° _ ° EcIrm' CK12RN0 pAhNC Goss I ➢(�S Dom cuss I klR6fpi 44. COINING I p1pOOR (6EVIXN) ,E� (BttONo) i A (OEYOND7 I A P (3) 21Y OR I w tt .1. _% (2) ]-W 00. I _ 1 sarvamx A I E%IOdOR (z) x1a' nR ins. smAwmv nv com. smxwna C (2) 31CDDC• (�0b0REE a A IMD COD, I fi cuss KWO sN0 Y¢ y 6STUDa Il 2N I \ a' m a waiaA aE4u nED \ 1 (�Rev Dig socmxEa PMAM rC PNCNOR9 3 SmJIN1N#1 (EEC SxfE1 20) (S6E SXEEI 2➢) (SCE $NCtt y, eO 20) Ex 31 m l0 a 4 i T i sEtt 24 0/8 I� 0/e 0/8 0/8 (a) 2-.4' ua aR \ ) JlICMflS i SEE MxNCRs ILE, \\\\ 111 1 (2) 216' V I s➢xEWtE mcE li aONN 21 CONT. ROOD ON SREEI 211BSRR2W1a•I ° p11(311 In1AC63' (SEE S4CT M1'{ NN4aLWR. , V .kum. MIOLE 20)y E. CO\\\ti_wl ] 1n' Nn O/8 I 0/8 WF x = I2x2sN ozEHui]ica 0/8 2',4• ➢¢ 2i ' t FIRER 214' OR ]1 C➢M. Y1M0 FlC5TW0 KWO W`4. qr MO - COM WW0 ` p13xNG N'CW Cam' KY� •,OCK OR BORON MTC m3CN6KWO oTTOM FSMC ➢ECK OR MINOR PUR REW EDsub MRED COOK OR mom .: ((CONCRETE SIA9(SCE SNEfl ]O) REWIRE➢. {SEE sxEE2 20) CONCRErt EV9 (s[C SNE[f 20) - I'REOV.REO. (sEE 5F¢M 20) B REWNEO. i • SIDE WAL4 MOUNTING WALL MOUNTING %JIL"UT MOUNTING 8UIL0 OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ONE 15fi>JW. WOOD BUILDINGS �' E'��jI✓ - FLORIDA BUIU3ING CODE (NOR High Y6100iH HNrriwne 9rnro) g ` .44167 `: D�➢°� Nautilus .Ry-� ' * ; RDOlrtg�uker3yalnm mnsln i 9'4F` ME C O Exc. EXPERT SHUTTER SERVICES INC. u,e ��Yt�� 1Q 1141I 2CSTINO 6 [MOIN[RIxO COMPANY � •�.�` (f1 sf.s rxwx.:imini �u,v.. (,Anil v�p 1626 S.M. &LTeeORC Wpm1%—•244 S NEx ( e-max lttnooOca.wm KRT Sr. LOOC. n. 34104 I J0NA � ({ {IL... YWSEtt A TNh Y. P.G IWit (eW) ].9.Po54 . ILL IRI NM0930 P.E. SfGv RE/4ATE FiV'e.Pl Lk. / 4414J :xIR J of 2n Is -UH * 04,Q ' +/o OR t/8" SUP FLUSH MOUNT (WALL) \\ TRAPPED MOUNT SECT EA L'J DR J POURED ( OHEWl6 a1 CONCAM ofl \ (%E SCFIEWLES NI 4Vugt:TC OR \ SHEEFS 17 s\78) WxtnErt e°oa St4fI5 i7 A ON i LacxB UT4 OOi Et sx• x• 2•2' +,A XD ©a 3 H H 0 C o.c +/2.. +/'. 0 4' ac. m +/a• SUP O to ��C/' D SECTION W1 STORM BARS BUILD —OUT MOUNT SECTION P—P (PLAN) BUILD —OUT MOUNT sum v+s• . V SECTION Q'—Q' (PLAN) ORIENTATION ({1 WALL MOUNT END UWON SECTION 0-0 (PLAN) SECTION 0-0 (PIAN) ORIENTATION #1 ORIENTATION 02 WALL MOUNT END MUWON WALL MOUNT END MUWON (2) 2'x4- OR 2"W STUDS (SEE SHEET 20) INTERIOR MQWON TRAPFEO MOUNT INTERIOR MULLION INSTALLATION DETAILS INTO MULLIONS G, G1, 62 . V.•.,• FLUSH MOUNT (WALL) BUILD —OUT MOUNT v SECTIONS 0'-0' (PLAN) INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS .111.1 1/2• Mtn. E.0 I' Min. ED. 3'-�:--1 1/2' W.. E.D, FOR 3/8.0 CMX-M WHORE I--3' MIn. E.O.�fOR t(f'p SOLID -SET ANCHOR5 I' Min. ED. !---4' Hfn. E.O----+•^fOR SJB'0 KW4t WU R UNWIgIX1 MCk10.R5 1/8' Min. E D— / 1/8' Min. EO—i —FOR S/Wo TAPCON A ANCHORS PC 8/16.0 TAONS A W/-� SLAB i 1/4' Min, EMBEDMENT IMF AP0FUCAM & 1'0.0..0.060' GALV. Y / STEEL WASHER 0 24' ox, L' Mirz. "f 2' G B POURED CONCRETE S. (I'O�J Kei)) S TAPCONS iUSED I 5/16.0 XL TMCK REOUREO n W/21/4'EDMENT & I. I STEEL WASHER OM ( I I 24' O.c. !; P a 9 t' MIn. FOR WIND ZONE 1-3 T ^+ I t SEE STEP 3 ON SHEET 14 I TH SPE3 TREATMENT MR AND 2C.VE5 1 THRD 3� 1• MIn. FOR 10� VANO ZONE 1-3 t Min. z f SEPARATION -•fit TO GLASS A oy 2• MIn. FOR �'p jl (SEE n SHEETS DU SCHEDULES ON! 46 & 16) 1 n1N0 ?ONE 4 I DONOR ((4)) 3/8.0 CAL( -IN ANCHORS OR (4) t/4.0 SCUD -SET ANCHORS OR (6) 5/8'0 WK S%T R EYPNSON ANCIONS 6R'. (4) ANCHORS- PER (6). 5/16.0 TAPCON. XL ANCHCRS i' 3" t' 'STORM BAR. CONNECTION, SEE THE 2 ON SHEET 23 t• (Typ. TOP & BOTTOM) is/-'N oDmw � r 3 �✓ /8'(6063-T6 ALL OY)OY) ALUmIOM ANGLE SICE W/2, a O (2)1/4'0-1{x]/a' I2W�UIlTEK SON WA1 5' (Typ. TOP &BOTTOM) SECTION S - S Box viLxi.2 SCHY N1Y QraU.4® Ntp p41&1 AVCnOR DETAIL A } 1/4' 0-20 OR 3/8- 0-T6 NACHINE SCREWS USED JOINTLY W/ 1/4'0 x 3/4' SCUD -SET OR 3/60 x 1 1/4 CALL -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORK BARS ME RWMO. (SEE OCT. A). MOOR (2) ANCHORS- PER D STORK BAR CONNECTION, SEE TABLE 3 ON SHEET 23 BEYOND r(Typ. TOP & BOTTOM) (2) 3/8-0 CALK -IN ANCHORS OR I (2) 1/4•0 SOUD-SET ANCHORS OR I K e r I I D BEYOND E%JSDNG--9 GLASS SEPARATON TO C A00 {SEE SCHEDLTES ON SHEETS 1S & LB) I E A {2) N ANCHORS PBOLi R E%PANSO (2) 5/15.0 SIMON A ANCHORS I•I A' 1 {' K IXIWOR 2. _.T GLASS h ®.�I $� 6 MP. TOP(9OLIGQn I I 5( (OT'. tOPI'BONNN) 2"r2'Xt/B"x0'-8' (606]-76 ALCM) 2• a ALUMINUM ANGLE M SIOE W/ (2)1/ib-14a7/4'GW gUIIDIX IEX SCREWS TO STORM BM S (TYP. TOP & BOTTOM) I I i ; ® u p 9 e (D o SECTION S1- S1 '.(m. 77/03roN) z I/I'6 . EA. O. I MIN. E.D U MUSED CONGPETE - 1 I/2•.1 1/2'.0.062'x ONTA ALUM. O a (ros 4si) 5'min. UNCLE W/ 5/16'e TAPCONB XL W/ THICK REQUIRED 5/1 TAPCDNS A W( 7 2 1/4• NuA. WEIMMEHT 0 24' 0.4. 21/a•MIn. ENBWt♦MtI• .. PWPEp covcRErt ! WGE of SLAB WALL MOU �.t �.... I '!c b Oa.O IF ApNOAHLE x\ i' VGENLc• '•,.�y'L FLORIDA WILDING CODE (Non ffgR Ve10CILy Huminna Zone) 1 (2' art. £.0 1/2' Mh E.D. FOR 3/6'0 CNJPVI R.YNORS' ` /At 020V TnTEW mC NA-- I—J' Min. ED. Mn. E.D'---L-FOR 1/ab SOUO-SET ANCHORS 7I' S "0't s� Nautilus a Min. E.D. E.O�FOR 7/8'0 OAK BOLT R CTBFNS".R2 ANCH0.4S -p j * _--T� HoH1096RRHo+Syalem �A2x/Ir 1/8• Nin. E.D S'--+--3 1/G' Min. E.O.--}_—Fp9 5/I6'e TAPC9N A ANCHORS .l` •. "E: \\ TnuT TUSK" a [NcwE..0 co.nI.r EXPERT SHUTTER SERVICES INC. t;EO'• . • T\\ rmr:...Tu. Fm..ww.._`tmm p�s'� ula 1026 SIX 81t wan 17-244 MRT RTOCEILINGITRAPPEDANOWALLMOUNTING: STORM BAR n "-.�SY �(6�Idd1 ` - ®`.ym°oei..^°oa.°A^ .w�c.n', .u'ni°e.T_oWo o....wn. SECTIONS V P.E. SAY/S H A STJSL 3lIB' = Y Min. E Min. EDGE OF SUB IF APPUCAM POURED tON u ' in 1 ka 3t Min.) (fc M;n.) B' Min. TRICK K RE4'0. I Y n i u p u SRNG�'�; A55 n GLASS G1 F � 1• u Mm. ary FO a F 6 a ry N yp 8 F so t [ 0 ® F ¢�Aw 0/8 or -� 09 R/8 or t s R/8 � r r I xj5_" S X1 ' RIP. TDRIMU)i EDGE G IV r APPI.IGBLI Min. E M . E.O. OR (1) 3/4.0 WK BOLT TZ EXPANSION ANCHORS 0 END AND INTERIOR MULLIONS a& 0 (ORIENT NOR 41) AND END MULLIONS©& GI (ORIENTATION q2) ' 1Ain. E.D.mSION NdCHOR53®4,0 WX INTEwORBI�ULIjpN 16 (ORIENTATION 12). EDGE Of SLAB Ii fYI~ G@E 3-x3-xl/2-x0'-4 (6061-T6 ALLOT} A.. ANGLE EA. SIDE W/ (2) 3/4-0 TRRU BOLTS TO MULLION 0 & (1) 3 4'v KWIK BOLL TZ EXP 0 ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) SECTION X1-X1 W/ n + (END & INTERIOR MULLIONS (W/ ORIENTATION N 11 (6°X4") 1/2' A110y) LE EA SIDE In/ THEM BOLTS EXPANSION ANCHOR W/ 6' Min. EMBEDMENT Td POURED CONCRETE (Typ, TOP k BOTTOM) ALTERNATIVE SEE�C�T� I jONN XI -XI W/ (G7+ _ &OR JORIENTATION �2 W (4"x6") 3'x3'xt/21x0'-A' 2• g• (MITI-T6 ALLOY) Eau= PWm. ANDIX M SIDE W/ BOLTS -�g- �' To MU ON 0 I 2"'0 KWIK BOLT TZ Gl 9 E%PNt510N ANCHOR 0/8 Or W/ 8' Min. EMBEDMENT TO R/8 or POURED CONCRETE (TIP. TOP & BOTTOM) 4' EXiE7tlOR R'/8 /rt, B' EIMER JG SECTION X1-X1 W/ 6"11 * POURED CONCRETE (T'c ®3 lu Min.) (END & INTERIOR MULLION) i B' MIn. THICK REO'o. (W/ ORIENTATION A 11 ^EDGE OF SUB (8%4" IIF MRICABLE FOR (2) 3/4.0 KWIK BOLT TZ E PANSWN Wn. E.D. ANCHORS O INTERIOR MULLION qj ORIENTATION $2). lAin, fA. OR (1) 3/4O MIN BOLT TZ EXPANSION 61 ANCHORS 0 END AND INTERIOR MULLIONS 4 EENND MULLIONI G (ORIENTATION2#2) `A * FLOORTO CEILING /TRAPPED MOUNTING: MULLIONS n OR SECTIONS W-1 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION SLUE: 1/8' . i' 3-xSxi/2-xV-B- (E061-T6 ALLOY) AN., MOLE Ek SIDE W/42) 3/4'0 THRU BOLTS TO MULLON & (1) 3/4'o MK BOLT TZ EKPANSIO4 ANCHOR W/ 6' MM. EMBEDMENT TO POURED CONCRETE (Typ. TOP k BOTTOM) 3'x3'0/2'xD'-8' (6061-T6 N-L" Alum, ANGLE EA SIDE W/ 2) 3/4'0 THRU BOLTS TO MULLLON & (2) 3/4.0 KWIK BOLT TZ EXPANSION ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (Ty, TOP & BOTTOM) (END MULLION ONLY) ,(INTERIOR MULLION ONLY) ALTERNATIVES SECTION XI -Xi W1 iW/ ORIENTATION M 2) (4"X6") BOX NOT SHOWN FOR CLARITY 0 ron %I Ne Nautilus Le RoII/ng 38vttvrSy*Nm ee/vyly SHUTTER SERVICES INC. 1676 SA BIUMME STREET 17-244 PONT W. LUGL M1. 34984 b RAfONi .<.. 6xm tp m2a MIt. E.D. `(SEE SCHEDULE IF js OF STAB z �N 9 nqa aY 3V sn 0/8 or R/8 or R'/8 (W EWE 7 S f Min. ED. 6 ARPUMABLE,r(SEE SCHEDULE Ann. E0. 5� wiEDULE y1)1 l ECG- Or SLED .x 0. P12r1BLE RED CONCRETE 1 AAI SCHEDULE tE it. SEE MNtlUUMQO (RDEFACR) k�(END k CAMOOR) t PED UOUNRD M U M SPAN WOO U SCHEDULE 10 FW MSORADW CARES 1, If k 0 GN SHEET 26 QIvm I.W. WUPM S°OLMG AD SPAN RiRAIATRW); t6911A PI Og I - RESIDENTIAL ND COUNfSEAL A PLOTOS WOH 2NAB R.WI. W)DVWU ASg. DESIN PRESSURE RATED, 12'-T W%AWM MW1IXi SPACING, SEE SOUM /1 k j2 FOR ADDIRONN, SPECS, HVLL90 OM Y - RE90414.. Nffi MAIEROA AFINUOMON W/ flU W, WTIINW ASO. DESGH PRESSURE RALYG. 8'-0• NAMMUII WWLGN SPAANO. BEE SCHMkAES /1 k 12 FOR ADIXIGNAL SPECS. ALTERNATIVE SECTION X1-X1 W1 of 28WIAIN Dt4 v - COUMERC2L APPUCAlON MR iIDD.O µxl. W IOWW A50, I I/2' DESIGN PRESSURE PAM, 6'-V NAKMAI MAUER (4°x6° INTERIOR MU W ON ONLY W/ ORIENTATION 2) 1 1 . SEE scHEDDUs It k +2 FOR ADCIIIDYA n' 2) Anon 2• 2' D]IEOUIE 12) iB+-TES ALL ! ALTERNATIVE SECTION X1-X1 W/ (G� m. AFIGLE EA SIDE ]. .M TO MUL ON $x8° INTERIOR AND END MULLION W ORIENTATION # 1 0/8 Or R/8 or (4) ANCHORS— R'/8 (SEE SCHEDULE (w W/WNO'4 3` 1' I r E.D. (SEE SCHEDULE /1) REO CONCRETE . ] td Us 1. FLOOR TO CEILING ITRAPPED MOUNTING I MULLIONS n OR n SECTIONS W-1 k (4°x8° INTERIOR MUWON ONLY W/ ORIENTATION # 2) SIDE t I(4'x8° INTERIOR AND END MUWON ONLY,ITT(fPIOf{'d)I Q END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS ` A wLE .1/e.. r _% • SIDE RAIL QAND BOX NOT SHOWN FOR CLARITY SCHEDULE /1 INSTALLATION MR. SURE, THCxMF55 AµCNOR TTFE 8 SIZE (m. MP k OOITOw) RIM, AMMR ROL EDGE DISTANCE FDA REO'D. VERT EREEDANCHOR 3/6b HIM NK HUS-H W,pD, J/0•f PoNDL rA:fF11ER WEDGE-8ttT AA'CN00. rOR©kb (WTIEWM) WWONS 2 I/Y 5 I/2• / CR XTADN 12_ i A• i/2b IX4'1 INC HUS-N SCR k 1/2'R POWES1 F25TG OR WE'OGE- BOLT ANWOR FW (00 k WT RIO.) MUWOR J• B• W/ ORiEN1ATON #I. 1/2•0 HB.n INC xWIX BOLT IT My MR(Dk ® WTFIBOR MUWO 12) k@.(E40 MUWON W/ 2 1/2' 5 1/2• nOx// 1ORIENTATION Ef a• I/r0 MLR INC HUS-X k 1 F POWER rwSmNER WEDGE- BOET ARMOR FOR O k (END OR RITERVR J• v mUUU" W/ oRM1NtA1gNs I M /s I/2'0 Him NO NWR( BOLT TZ ORL FW G k WIFFBOR mUWM W/ ORHNiAlto 12) t (END M W/ _ J 1/t 7 1/2• ORIENrAiICN /i). N 6' i//2Y'f- 'In INC HUS-H SCREW W 1/2'F POWER fARTG1ER SEE ° NOTE W IV W#LGEBOLT ANCIOR SHWETFOR END/i WiERION. MURJOHB G k S OWMPNMB 11 OR SCHEDULE E2 IHSTALIATOH M .SIAS ANCHOR ttP[ R SIZE (TTP. TOF k MITOM) MIN. ANCHOR �+' fOCE DtSTANR CASES AMID. dB[WENi AHCROR L 4 • N a• 5/B'0 MLII WC W$-N S4" k 5/B'0 FOAER FASIMER 2 1/2' 7 1/2` E-BMT ANCHOR FLORIDA BUILDING CODE (No. Sigh Y.I..Ity Nurlf.l YARx) 02017 mnw NC LRMN Nr. Nautilus M R^22mgs6mNP2systim, C"/12 L E C O Mrz EXPERT SHUTTER SERVICES INC. a EnwNEEIONO DOMPANY w and .. G%G4b. n RNu S.W. STREET 17-244 A h. a Uwb»-.w, UCE, FL PORt St. UIpG R ]a90a FOT V,tl2: IWi1 ]U-W.Y . FLL Lrzi 611iR0 S1WJNi M 08 S71olAxm 91fR IWN% �,YTER A RAM tv, IY.AW >.ta167 P.E. I OON71NVOI S POURED�� CONCRETE (re - 3 w M10 a" n6n. THICK REDD. 7 3/4• E Min. ED F� ©OR G1_ zN � II N Q/8 or R/8 or d R'/8 R Sao 4 66 3 i E%ImNG a cuss ^'T� 's N r. Z� \ 1f16'\\777 s� Min. E.D S ' 3/4' MIN, ED, CONIINUWS POURED CONCRETE ((e - 3 16 Mn) 8" WM, THICK REUD. (114. ipP/ET3D617 1 1/2" i 3/4" N I ILa' SIDE /x 2)0iprc THA BOLT Aum. AMBLE . E.D. ED ED-I Ea 2)3 W/ (2) 80 tTz BOLTS EXPANSION MULLION & (5 Mh BEDn1K ENT O OUREDANCHOR \ AA .' Min. EMBEDMENT O POURED CONCRETE WALL. (T(P, TOP & BOTTOM). F APPLICABLE WALL MOUNTING: MULLIONS @ OR (Q POURED CONCRETE WALL SECTION W-2 END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE: 1/8' - 1' 4x1/8' Cont. & BOTTOM) XL W/ 1 T/ 0 24' of .Ua E%hTtlOR 0/8 r R/8 or R'/8 RW SUILOEX TEK SCREWS 0.060" DALMAMZED Sim !e o.t. (WALL MOUNTED SHOWN. MAY BE D ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET B.) 1 1/2"s1 1/2"4.062"xCONT. ALUM. ANGLE W/ 1/4"¢u3/4' ITW BUILDEX TEK SCREWS 0 24' ox. TO TUBE. EDGE I 1 1/2"' m EDGE IF APPUCASLEI - _ _ _ 7 3/4' Mik E.D. T POURED CONCRETE (Ye - 3 ksi MIM.)- 8' Mi.. THICK REDID, EDGE IF APPLICABLE T--___1_ 7 3/4' Min. E.O. T, Draw POURED CONCRETE (('c - 3 ksi Min.) —� a' DREApR 6" Wn. THICK REDID. ZJOR GT 2 �" �OR© 2. 7 3/A" l 3/4' Min. E.. I d14'u3/B" s Y 8' (6061-T6 A10Q (6061-T6 ALLOY) um. ANGLE G SIDE. EDGE IF APPUCABLE N°m. ANGLE CA. SIDE. mce IF APPUCA6 SECTION X2-X2 W/ (Gi OR ALTERNATIVE SECTION X2-X2 W1 n OR �Y (END &INTERIOR MUL IIvON) _(END & INTERIOR MULLION) W ORIENJA DATI N. # 1) (W/ ORIENTATION.! 21 (6"x4" or 8"X4") (4"x6" Dr 4"X8") • SIDE RAIL QD NOT SHOWN FOR CLARITY •t a1,A - FLORIDA BUILDING CODE GNu High Yelxitr Runfmne Zone) No, 44161 `. a , - . �( �(+^,i• i Cr 51 co (L ECOmc• 1nUE TEM1N IS LnWNEERPi° CQWIM w, tu®nc. u . Cpn-iw. r.xeptI., "� ii"E " wM.1ER A 11Wt b. PG Ttp+'�DE tk.! ulbt Nautilus ROLfng STmker3yefwn L �' 4/IT m,< .EXPERT SHUTTER SERVICES INC. 1626 S.W. BM1iMOSf SIAECT PORE ST. WdF. rt, 3f9M wva, 1. T.a-� . ru: nn) eT�-°no 17-24A PuIow R sum TI Or ae P.E. �Ci DAR gun EDGE If APPUCAM 77 2 7 1/2" Mi AIN. E.D. I � IE CDN�RNU"(TcPG"URO M1nD � Mrt} 6Mn. 779CKN66 z RE00 s In Rig 4/®r R/8 or 8 R'/8 �'n a u -! f � EXISTING= 3 I/4-P43/4- OW RUILDEX TEX SCREWS i4i/8" Cont. W/ L OO.ni)Gir' GALVANIZED STEEL & BOITOM) W/ W R 0 24' o.c. XL W/ 2 1/4' EDGE IF APPUCA9LE1 0 24' A.c. — 7 1/2' Min: E.D. T ( 1 POURED CONCRETE / (rc = 3 ksi Min.) 4' EXTERIOR 6" Min. THICKNESS PEWS. - Ir 2 G OR O a' END CAP 2• 7 1/2" 111 E. . — LEA. }SIDE, 'OOR GI EDGE IF APPLiCABU: Alton. ANGLE ALTERNATIVE SECTION X2-X2 W/ GO OR (G� (INTERIOR MULLION) ® (W/ OR�AT�QN Q 2) ]/8 or (4"x6" or 4`x8") /8 or R'/8 (WALL MOUNTED SHOWN, MAY --OBE ALSO INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET B.) 1 1/2"Xi 1/2•x0.062"xCONT. ALUM. ANGLE W/ 1/4'00/4' ITW 8UILOEX TEX SCREWS 0 24" G.c. TO TUBE. luzm Aam 7 1'/2' CONTINUOUS 2U3R_ID , l IL4'.4 ".i14•m'-6•CBO6I-T6 ALLOT) aVm. ANGLE AN. E.D. CONCRELE (fc = 3"iii ^ EO EO SIDE 111/ (2) 1/2"O THRU BOLTS TO MULLION Mrt) 6" A6n. ilYCI(ht & (2) 1/2.0 KWIK BOLT T2 EXPANSION ANCHOR W/ 3 1/4- Min. EMBEDMENT TO POURED CONCRETE VIALL (TW. TOP & BOTTOM). EDGE IF A PUCJ5LE WALL MOUNTING: MULLIONS CGi OR M POURED CONCRETE WALL SECTION W-2 QEND &INTERIOR WALL MOUNTED MULLION INSTALLATION* ILICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALL SCALE; I/6' m i' EDG-EE—IF APPLICABLE-1 7 1/2'.Mi E.D. — . e i POURED CON (f'c - 3 ksi 6" Min. THICI REO'D. 7 1/2' Min. ED. U y 4X411/4 (6061—T6 M10Y) um. ANGLE E4. SIDE. EDGE IF APPLICABLE ALTERNATIVE SECTION X242 W/ CGl* (END & INTERIOR MULLIONS) (W/ ORIENTATION & i) (8"x4") V SEE MAXIMUM©(INTERIOR) & © (END & INTERIOR) WALL MOUNTED MULUONS SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & U' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTAUATON CASE C - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH r80.8 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 12'-0" MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILTI INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. 1%7A ATION CASE r - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. RAILOD NOT SHOWN FOR CLARITY 02617 T4TEC0 INC. Nautilus" RP/MngsbufriTy. m m/tv/n un (UTTER SERVICES INC. S.W. STREET Si. WC!CE. E. FL2 2<9 Hv-vuw,. 1n1sno 17-244 oa4mc w fNQi 11An1"R Min. E.D. RPn E.D. .-FOR (1) 3/4.0 RWIK BOLT jj EXPANSION ANCHORS W ENO LNLUON G� �(ORtE(2) 3 4- XT * BOLT FOR OR 30 BOLT R AN6(tlN Min. E.D.1 �' Min. E.D. ANCHORS INTERIOR#2).MULUON (OfiENTADON X?). 3'X3•X T6 ALLOY) ANGLE EA ALLOY) AIUm. - 1 ANGLE EA WE W/ (2) THRU BOLTS TO 1 MULLION O & (1) 3/IC KWIK 80L 72 EXPANSION EABWMEMpftCHORW/ 6' Min. TO POURED CONCRETE (TyP. TOP h PdpDR; POURED =CRETE-T p 1 L v (To 3 kai Min.) jj 3' B' Min. THICK REO'0. n p I p ]' p I q R' 2' E%ISTINC­-� GLASS Mn SEC on TION X3-X3 W/ �2 " G2 .(EMP MULLION ONLY). " 1 V T t/ Q'J,/ ORIENTATION 1) All EXtFm 4• " (7"X4°) e I n a,�e-- (PP. TaP/milou ° II II (". POURED CONCRETE (PC = 3 kV Min.) S' Min. THICK BE= EDGE OF SUB r11, I 1 t ! LI EDGE OF SIFH T APPMCAE E IF ARRUO'BLE FOR (2) 3/4-0 KYAK BOLT TZ EXPANSION MIa. E.D.•--� " Min. E.D.-^-H—ANCHORS 0 INTERIOR MULLION p. I{ (ORIENTATION X2). J. Mtn. E.O. -^B' Mio. ED.---FOR <1) 3/4'0 KWIK BOLT EXPANSION ,I �A ANCHORS 0 END MULLION (ORIENTATIONS X1 k X2). : 1 FLOOR TO CEILING TRAPPED MOUNTING: MULLION SECTION W-3 END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' SNE: 1/6' - I' P.E^ 1 x3'al/2's0'-i' (6061-76 ALLOY) �3'X7W /2'x0'-)' (6061-T6 ALLOY) um. ANGLE EA SIDE Wf 2) 3/4'0 Am. ANGLE EA, SIDE W/,{2) 7/4'C THRU BOLTS TO MU=N 62 k IRV BOLTS TO MULLION L ) 3/4.0 KWIK BOLT TZ EXPANSION (2). 3/4•0 K%1K BOLT TZ EXPANSION iCHOR W/ 6' Min EMBEDMENT TO ANCHOR W/ 6' Min. EMBEDMENT TO 3URED CONCRETE QTR. TOP k POURED CONCRETE (T,. TOP 4 MOM) 8070M) (END MULLION ONY) (IN�IOR MULLION ONLY) ALTERNATIVE SECTIONS X3—X3 W/ G? Al (W/ ORIENTATION d 2) (4'X7°7 �`' +P'T(�+.lf •••. � SIDE RAILQ.AND BOX NOT SHOWN V'OR CLARITY. asp � FLORIDA BUILDING CODE (Non BigN Ye1XNRy Nartimne Zax) ° °p`"' °` �on Nautilus Ro1Nny SAMHerSynFem mCiyly �x iL� 1. rzznxa In I:Nowewma egKPbm EXPERT SHUTTER SERVICES INC. urz ,@ IT ua. i ,�. mfwsc»� � ssa lets aI S 17-2'}4 /ONAL p,A Poq wm Slry B_ 984 we iPgom my . '1. tmi al.w LL/ 1 NATURE/OATE VAURA AmMT Ar IT°NCR Mc. a 'Hleq w vlm 12 ol" IP9PG Min. ED, EDGE OF STAB r(SEE SCHEOULE F APPUGELE i Min. ED. SCHEOULE III- ME OF SUO IF APPUGBtE `POURED CONCRETE ub SERE gI. r P SCHEOVI-EE n e EIOSDNG 1 GUSS j o ZDaum 2t p qN'n F I p ® R 01/8 Nw '' z� r ow 's P 2 X3 X3 Tce/6DOGv) (M. TDP/fi ) EDGE OE S F APPLC j Mln. E.D. —(SEE SCHEDULE CR SCREOULE III) ALTERNATIVE SECTION X3-X3 W/ CG13 « (WI ORIENTATION k 2) (2'x7' INTERIOR MULLION ONLY) ED CONCRM • 3 hi Hen), SCHEDULE 01. I EDGE OT SV9 �F APPUVBIE MIn. ED. SCHEDULE 11) FLOOR TO CEILING /TRAPPEDMOUNTING:MULLIONS G3 SECTION W-3 • SIDE RAIL U AND BOX NOT SHOWN FOR CLARITY. Q INTERIOR TRAPPED MOUNTED MULLION INSTALLATION * APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS stun 1/e- - r SEE MAXIMUM © (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 16' FOR INSTALLATION CASES I, Ia & D ON SHEET 25. (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): INSTALLATION CfSE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH t60.8 p.s.f. MAXIMUM A.S.O. DESIGN PRESSURE RATING, 12'-0' MAXIMUM MULLION SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE la - RESIDENTIAL AND COMMERCIAL APPLICATION W/ ±60.6 p.S.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0' MAXIMUM MUWON SPACING. SEE SCHEDULE #1 FOR ADDITIONAL SPECS. INSTALLATION CASE II - COMMERCIAL APPLICATION FOR 3100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0' ILAXIMUM MULLION SPACING. SEE SCHEDULE 01 INSTALLATION YII. LA8 THICKNESS5 ANCHOR TYPE a 512E YIN. ANCHOR YIN. EDGE DISTANCE FOR CASES REO'0. (>tiP• TOP & BOTTOM) EMBEDMENT ANCHOR ]/B-A HRTI INC HUS-H I 4- uRF'POWER 2 1/2- 5 1/2- ]/B.A FASTENER E- BOLT ANCHOR C 1/2-0 KILT INC KWIK 2 1/2' 5 1/2' BOLT TZ D 6- 1/2-0 HILT INC KW9K J 1/4- 7 1/2 BOLT T2 CODE EWE If APPLICABLE \ W 2 3/4' DEPTHx1/8' Cant. (TOP k BOTTOM) W/ 1/4%X3/4' OW SA ;DNS Y.L WJ 2 1/4' rW/ V O.D:0A60' IENT 0 2s' 0.c. / WASVER O 24' a.c. .". EDGE IF WPUCABLEI 1 ] 3/4' Min. E.D. CONTINUOUS POURED T Id Cm) 1u' S' Min. T C(Ilb R3 D. B' Min. THICK REO'D. I I POURED CONCRETE (I'c = 3 ksi Min.) —.�• 8' Min. THICK REO'D. END CAP ii Q'/8 6 T: MIN. r CONTINUOUS POURED — CONCRETE (fc = 3 ks LEn.) 8' Min. THICK REDID. 7 D (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET 8.) oaERIOR '1 1/2'xI 1/2'x0.062'xCONT. ALUM. ANGLE W/ 1/4'mx3/4' ITO BUILDE% TEK SCREWS 0 24' 0.c. TO TUBE. 1 I/2' (m. i6Pl�URCu] 1 1/2' \. -) ` ;1, 1/2' (DP. 1w/D"C' MIN. E.D. \ E x4'x3/6'x0'-TO3/4-0 THR ALLOY) Num. ANGLE EO EO— Ey SIDE 4 K J/ OL M I BOLTS TO MULLION p• h (2) 3/4 m NBED BOLT O POURED ANCHOR W/ 5' Min. EMBEDMENT TO POURED CONCRETE EDGE IP APPLICABLE WALL. (ttP. TOP 8 BOTTOM). WALL MOUNTING: MULLION ix�T POURED CONCRETE WALL SECTION V" END & INTERIOR WALL MOUNTED MULLION INSTALLATION SCALE'. 1/8' - i' T 3/4' Win. E.D. Tum, '.4'x3/8' (6081-T6 ALLOY) ANGLE E0. SIDE. EDGE IF APPUCABLE�/ SECTION X4-X4 W/ �7 (END & INTERIOR MULLION) (W/ ORIENTATION 1 2) (4"0") • SIDE RAIL Q NOT SHOWN FOR CLARITY 4 EDGE IF APPtMABLE 2'.MUWON DEP7H.i/8' ConU ALUTA. TUBE (TOP k BOTTOM) W/ 1/4'C.3/4- OW BIJI DE% TEK SCREWS � 6/16.0 TAPCONS XL W/ 2 1/4' W/ 1- ",.0.050- GALVMQED STEEL \\\\\� 17> \\\\\� Win. EMBEDMENT C 24' ox. / WASNEB 0 24m e.c. I 4 3/6- 1 Mn. ED. END CAP CONTINUOUS POURED 0 OIXOCRc'IE (re - 3 to MA) _ a 8- M, TSCKNESS 1 g n REDID. 0 "' E ° ° I i (WALL MOUNTED SHOWN, MAY o« Ewsrmt I D BE ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-O' ON SHEET 8.) 0 ° ExID00R I n O'/8 a 0'/8 Min. E.0 f 1/2•d ALUM. y 4 J g•---- 1/4- 3/4- W UNCLE Y!/ 1/4'orl/4' ffW BUILOEX MIN. E.D. 1 7EK SCREWS 0 24" o.c. TO TUBE. I X4 X4 DIP. m/W110A 3 1/2' 4 3/8- \—(2) 3/8'0 KWIK BOLT Ti EXPANSION ANCHOR MIN. E.D. W/ 2- Min. EMBEDMENT TO POURED CONCRETE WAIL (TIP. TOP k DOTI EDGE IF APPMONKE \ CONTWOUS POURED 1�.( N. ilt CONCRETE (Fe - 3 Ip MA) P �11Y�u. �S 8' ILn. TKKNESS REO'D. WALL MOUEjNO-MULLION o3 ( �p 44�I POURED CONCRETE WALLt~ SECTION W4 Q INTERIOR WALL MOUNTED MULLION INSTALLATION EDGE IF APPLICABLE 4 3/8' CWnNUWS POURED CONCRETE (I'c - 3 W 8' M.n. THICKNESS REO'D. BSOR 4 3/8' EDGE IF 4PPLIMUEJ SECTION X4-X4 W1 i3 ANTERIOR MULLION) fV4/ ORIENTATION A 21 (2"X7") 0SEE MAXIMUM © (INTERIOR) WALL MOUNTED MULLION SPAN COVERED BY SCHEDULE 2D' FOR INSTALLATION CASES I' & II' ON SHEET 25 (LIMITED LOAD, MULUON SPACING AND SPAN INSTALLATION): INSTALLATION CASE 1' - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH f60.8 p.s.f. MAXIMUM A.S.O. DESIGN PRESSURE RATING, 12'-D" MAXIMUM MULLION SPACING. VAUD FOR CONNECTION TO CONCRETE W/ HILT INC HUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS. RBTALATION CASE IC - COMMERCIAL APPLICATION FOR 3100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING. 8'-0" MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO CONCRETE W/ HILTI INC KWIK BOLT TZ ANCHORS. M RAIL Q NOT SHOWN FOR CLARITY D'l01: mrew We Nautilus AOD108 S0MHer Sj0lom ®ns/tT SHUTTER SERVICES INC. 1Ue s.W. Immi E MCi 17-244 Pom W. MC TL N9114 PIN) rv-vwe . rw n1b00 Pon tas orw STEP 1: OBTAIN JOB SITE'S A.S.D. DESIGN PRESSURE RATING (p.s.f.) FOR THE OPENING AND DESIRED SLAT SPAN "L° (it) TO PROTECT IT (SEE GENERAL NOTE F2, SHEET I). STEP 2: ENTER TO CHARTS (le, Ib & lb9 THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN Itr SLAT SLIP pn), ANCHOR TYPE AT SIDE RAILS; ASA. DESIGN PRESSURE RATING (p.s.1.)I THE REQUIRED MAX SLAT SPAN "L"R. THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: e ENTER A.S.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE. e FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: Ll=x THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/Y SLAT SLIP MAY BE USED, FOR A GIVEN A.S.D. DESIGN PRESSURE RATING. e MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART to: PROVIDES SEPARATION TO GLASS FOR PRODUCTS W/O OR W/ STORM BARS (SEE STEP 4). ON PRODUCTS ESSURE RATING & St. SEE GENERAL NOTE 7 STEP* IF PRODUCT INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS &MULLIONS, THE —� FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE, PROCEDURE 4a: IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON CHART In ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2, ENTER TABLE 1 ON SHEET22 W/ AS.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3. ENTER TABLES 2 OR 30N 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. ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR ANCHOR TYPES COVIERING ONS PERIMANENT DE (ANCHORS A & D) OR REMOVABLE (ANCHORS B &C) VARIOUS INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. PROCEDURE 4b: IF MULLIONS ARE USED BUT WIO STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL BE BASED ON CHART In ON SHEET 15. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 3. SEE SHEETS 10, 10A, 11, 11A, 12, 12A, 13 2.13A FOR REQUIRED MULLION CONNECTION DETAILS AT CTOP & BOTTOM ONCRETE FORFAOR FLOOR TO GIVEN MUWONILINGTYPE(�PREDUOLL RRV MOUNTINGS OF MULLIONS INTO PROCEDURE 4c: IF BOTH STORM BARS & MULLIONS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON CHART Let, ON SHEET 15, IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE 1 ON SHEET 22 W/A.SA. DESIGN LOAD AND STORM BAR SPACING AND DETERMINE MAXIMUM STORM BAR SPAN (HEIGHT). 4. ENTER SCHEDULES is THOU 2c ON SHEETS 24, 25 & 26 W/AS.M DESIGN PRESSURE RATING; MAXIMUM MULLION SPACING (MAX., 12'. 5' OR 71 AND DETERMINE MAXIMUM MULLLIIOSPAN (HEIGHT) W/ ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN ( G &1 ), MULLION TYPE & MULLION ORIENTATION, 5. SEE SHEETS.10, IDA, 11, 11A, 12,12A, 13 &d3A FOR MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEIUNG ED) R WALL MOUNTINGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE (4, &3). PROCEDURE PER STEPS 1 THRU 3IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. * , No. 4416? RARNA BUILDING CODE (Non High Velocity Burricone 2mm) "°"" "°" Nautilus RaB ag&AaNarSpahm °" "W LE C O L«�. w re n wrt EXPERT SHUTTER SERVICES INC. 1628 5N. ELNORE Smifl P°M S. LIRE. R ] 9O4 nce: teml pro -wee . rw: (rnl v,-omo ma a. mawetmxo wxsexr mN uvog . n v,m - t aleaeaasem W-oaoe�,9 uU[A A P.E Jr: nrnm+4ne7 17-244 ope n sxax ,. orn SLAT PERFORMANCE CHARTS Ia. Ib. Ib' & IC: (ONLY VALID FOR 112" SLIP) CHART Ia 318"0 KWIK BOLT 3 ANCHOR POURED CONCRETE MAIL SLAT SPAN �p/PP"tLDMa.' (F IW WI WIR1f M�wartr m carts x >a cam s EKJ 5116"o TAPCON XL ARCH m vpvlao c6xa¢s sff wasxl>a wLmx CHART Ib' . ASD. uaD OR SIt6`o TAPCON XL ANCHOR m uRpur ipLtp <eu. eoxcnLTE 91puL MII SLAT SPAN •Lwx.' (Fh nl¢o-put IINl iPIPPFD 6wD-puf eUdl wpxr aJ® uouxr waLa+i '� 10V sc wrm • vs was s as wIo s x su CHART IC USE MMUM P091NE ASD. LOAD VALUE REQUIRED MIN. SEPARATION TO GLASS MEASURED TO BACK OF SLAT U$1 140.0 145.0 1 9'-1' B'-tp'I 6'-11'1 W-4" W-2" 1 T-5" 1 T-3' 1 9"-1' 1 8'-10' 1 1 7'-a' 1 ti-11 I a-v I I 0-1v 1' 10" 1 6' 1 7' 1WA 8'-$' 8'-0" ]•-Z" 8'_6• 1 155.0 B'-0' T-10" T 160.0 e'-0" 7'-8" 6'-10" $'-0' - T-1' - ]'-S" - - 1' 10' x NDgi: 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & I6 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND AS.O. DESIGN PRESSURE RATING. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/Bb KWIK BOLT 3 ANCHOR OR 6/i6'a TAPCON XL ANCHOR. INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR WITH 1/4-0 TEK SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED. TRAPPED MOUNTED. AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. WALL MOUNT SPAN RANGE OEMSLAT PRESSIM WHO m. 0'-4' t > 4'-5' t > 5'-8' t > W-7' t > 7'-9' T > 9'-12' } > 12'-18' t > W-20' t s 30.0 9' 9" 9' 9' 9' 9' 9' 9' >31-41 9' 9' 9' 9' 9' 9' 9" 8' >41-60 9' 9' 9' 9' 9' 9' 7' S 5/a- a61-62 9' 9' 9' 9' 9' 8' S 5/e' S 5/8- >61-toy 9' 9' 9' 9' 9' 6 1/2' S 5/8' - >to6-120 9' 9' 9' 9' 8' 6' - - >III -too 9' 9' 9' 7- 6' >141-IMI S. 9' 7' 7' - TRAPPED MOUNT SLAT SPAN RANGE O'-C t > 4'-S' t > 5'-6' t > 6'-7' t > 7'-8' t > 9'-12't > 12'-1 r t > 16'-20' t 9"9'''9'9' U99 9' 9' 9' 9' 9' 7 1/2-9'9'''9' B' 9' 9''8 9'''7'9' 9' 8' 6" 6' - - BUILD -OUT MOUNT SLAT ~SPAN [o] thm MA%. SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NEVER D%CEED MA%. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE PRESSURE O-4' t > 4'-5' T > 5'-6' t > 8'-7' t > 7'-9' t > 9'-12' t > 12'-16' T > 16'-20' T (P w E E E E E E E E E E E E E1119 s 50.0 9' 9' 9' 9' 9' 9' S. 9' 9' 9' 9' 9' 9' 9' 9' 9' S. 9' 9' 9' 7 3/4' 7' 7' S 5/8 >0t-a 9' 9' S. 9' 9' 9" 9' 9' 9' 9' 9' 9' 9' 9' 9' S" 9' 9' 7' 7' 6- 5 5/e' S 5/8' S 5/e >a -so 9' 9' 9. 9. 9. 9' 9. 9' 9' 9' 9' 7 1/2' 7 1/2 6' S 5/8 5 5/8 5 5/8' S 5/8- S 5/8' - >61-92 9. 7' 5 5/8" S 5/8' S 5/e 5 5/8' S 5/8 - - - - >et-1o5 g' 9' 9' S. 9' 9' 9' 9' 9' B. 8' 6 1/2 6 3/4" 6 3/4' S 5/8 5 5/8' S 5/8' S 5/8 - - - - - - >t66-126 9' 9' 9' 9' 9' 9' 9' 9' e' 8' B' 6 1/2 6' 6- 5 5/e 5 5/8 5 5/8' - - - - - - - >121-140 9' 9' 9' 9' 9' 7 1/2 8" e' 6 1/2 8' 8' 6- S 5/8' S 5/8' S 5/8 - - - - - - - - 1141-160 9' 9' 9" a, 6' 7' 7' S 5/8 6 J 4' 6 3 4' S 5 B 5 5/8' RONIOA BUILDING 000E WALL MOUNT As0. SLAT SPAN RANGE pip R nccfvA 0'-4' 1 > 4'-5' 1 > 5'-6' 1 > 6'-0' 1 > 7-9' 1 > 9'-12' 1 > 12'-16' 1 > 18'-20' 1 S. 8' 8" B' 8' B' 7 1/2' S 1/2' >v-lo S. S. 8" e" 8" B. 6' a" 8' e' 8' 8" e" 6' 4' 3 3/4' >et-69 8' 8" B" B. 7" 4 1/2" 3 3/4" - >61-t05 8' B. B" 6 1/2- S" 3 3/4- 3 3/4" >t O6-120 8" 8' 8" 5 1/2" 4 1/2" 3 3/4' >t21-too 8" 7 1/2' 6' 4 I/2" 4' 3 3/4" - - >taf 6" 5" 4" 4' - - TRAPPED MOUNT 4an. SLAT SPAN RANGE lnra o�K6' > 4'-S' 1 > 5'-6' 1 > 8'-]' 1 > T-9' 1 > 9'-12' 1 1 > 16'-20' 1 No 6' 6"6' 6'6"5 i/2'>31-406" 6"6'6"6' 4 1/2' >41-60 6'5 1/2' j122 4" 6' 6'6'4 3/4" 3 3/4' - 6'5 3/4- 4" 3 3/4' 33I4' >tn-t6o 6" 5' J 3/4' 3 3/4 - BUILD -OUT MOUNT SLAT ~SPAN C� tum MAX. SLAT SPAN FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON SHEET 15. SLAT SPAN RANGE Asp. 0'-4' 1 > 4'-5' > 8'-6' 1 > 6'-7' 1 > T-9' 7 > 9'-12' t > 12-16' 1 > 16'-20' } .,W.0 E E E E E E E E E E E E s 30.0 6' 6' 6" 6- S. 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" fi• 6" 6' 6' 6' fi' 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' 8' 6" 6" T6'6' 6' 6' 6' 6' 6" 6" 6" 6' 4' 4' 3 3/4' 3 3/4' 3 3/4' J J/4" - - - >6t-!o 6' 6' 6' 6' 6' 6"5 1/2 6' 6'S' S' S"4' 3 3/4" 3 3/4' - 3 3/4' 3 3/4' - -6" 6' 6` 6' 6'6- 5 3/4 4 1/2 4 1/2 3 3/4 3 3/4" 3 3/4' 3 3/4' 3 3/4" 3 3/4"6- 6'6' 6'6` 5 3/4' 4 1/2 4 1/2 4 1/2' 3 J/4 3 3/4' 3 3/4" ] 3/4" - -6' 6' "" 4 3/4 3 3/4 4 1 2 4 12 3 3/4 3 3/4' 3 a/A:>141-160 6" 6' 5" 4 1/2 4 1/2' 4' 4" 4' - T31.7. - - - - - - - - - WALL MOUNT OEM PRMSM RATM RNI E (W.) SLAT SPAN RANGE 0'-4' 1 > 4'-5' 1 > S'-6' 1 > 6'-7' 1 > 7'-9' 1 > 9'-12' 1 > 12'-16' T > 16'-20' 1 s SOA e' 8' H B H' H' 6' 4 1/2' »1-40 8' 8' 8' 8' 8' 7' 4 1/2' - >a -Bo 8' e' 8' 4 1/2' - - >6t-BO 8' 7'5 1/2'>61-105 8' 5'>10 120 8' =/2- 4' - - - TRAPPED MOUNT DESaN P SLAT SPAN RANGE > 4'-S' 1 > 5'-6' 1 > 6' 7' 1 > T-9' 1 > 0'-12' 7 > 12'-16' 1 > 16'-20' 1 z J0.0 6' 6' 6' 6' fi' 6' - >Ji-46 6' 6'6'6' 6' 4 1/2'>41-606' F6- 6' 6' fi' 4 1/2'>61-666' 6' 6' 5' 4 1/2'>81-105 6' 6' 4 1/2' 4 1/2'>106-120 6' 5 1/2' 4' 4 1/2'>121-140 5' 4 1/2' 3 3/4' >M-10 1 6' 5' 4' - - - - BUILDAUT MOUNT SLAT ~SPAN �O tnm SLAT SPAN FOR A GIVEN A.S.D. DESIGN PRESSURE RATING SHALL NINIER EXCEED SLAT SPAN INDICATED MAX. SLAT PERFORMANCE CHART ON SHEET 15. m c Ccl Kim Co ICal"[c7Ca7C�7C�7[70 cClCt7Cc7Cc7Ca7C7C�7C7«lCa7Ca7 a WE e■rIee e�eeeee■�aa a®a�eeae ®�'. ee��e����®®eeaaaeea�aaaa �eeeee����rs® aaeeeeeaaoea �seee���� aaaa�eaaeaeee �ee�eeam6 aaaa aaaeaeaa ®®eaaaaaaaaaa�aaaaaaaaaa SCHEDULE VC: Vx FORCES (Lb/FT) & Vy FORCES (Lb/FT) ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDII4GS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM SLAT ,_SPAN C�� *NOTE: SLAT SPAN DEFINITION IT SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT WAND Vy FORCES IN POUNDS PER UNIT FOOT OF SHUTTER HEIGHT AT BOTH J WBS. SEETHISSHEET FORW&Vy VALUES. Vy SIDE RAILVx ............ A. TI(' Vy w ` �Q JTiENS�c �? ' FLO%DA BUILDING CODE (Non HgN Vel.cAy Hurcicane Pa e) i : No.44167 :, C=e,lT� Nautilus I L E C O yMc. JTenmysem ecsymwn m/aR,y Hurt mmnc a cncinuwnc <o..rc�-r EXPERT SHUTTER SERVICES INC. '/lJ��,/. amp: • ,, �:,,,,;,><„ a �. .,. w »,,, p :rmx„-,fw. n.:(mkn.,s�: " S/ONAIE� ® o reM S.N. VLTmn 5i Wxr W. WC£. fL ]es& we I m, na-w . ru ma m, a w 17-244 au�w u ArTr Hann A mar s. ay P.E, sw./slClSlfdk rE stozw Uu I ..Iny exm ,s>m A.S.D. SLAT SPAN RANGE DESIGN PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16'-20' RATING (PST) Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy s 30.0 10 60 10 75 765 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 >67-80 10 160 616 200 767 240 796 280 7007 360 1695 480 2422 600 2547 596 >81-705 123 210 550 263 717 315 1142 368 1372 473 2009 591 2492 638 — — >706-720 313 240 728 300 881 360 1345 420 1587 540 2112 640 — — — — >121-740 552 280 960 350 1003 420 1612 490 1869 630 2039 635 — — — — >141-160 787 320 1186 400 1322 480 7873 560 7740 640 — — — — — — SLAT PERFORMANCE CHART IDI & ICI: (ONLY VALID FOR In- SLIP) SLAT PERFORMANCE CHARTIIDI BC IICi:.(ONLYVALID FOR I14'SLIP) MAXIMUM SLATSPAN AND MINIMUM SEPARATION TO GLASS FORA GIVEN WOOD GRADE. A.S.D. DESIGN LOAD (D.", SLAT SLIP 1B' AND FOPAGIVFN 6WLLINAASp. pE51GN PRE9511RE MnNG (P•fjANp SNURER N011NICONIXfIDN iOR fGRAGNEHWWNVIAA66 CE51GN PRF55ME MT0AIpNAND$HUfIERMWNI CONpIf10N i0(i SNURERMOUNTINGTYPE FOR WOOD FRAMES WALLS W12X4'STUDS, INSTALLATIONS WO STORY BARS PER DETAJL2 BELOW INSTALLATQNS WOSTORNBM6PER DEJNL2BELOlV AS PER LIMITATIONS ON DETAIL 1 CHART lb USE fby CHART ICI CHART IIIII m l CHART IICI 1$ WIOW YU[ ®�1l041AE AO IEOITM ASO ION u¢ LDAD V/i12 ASA 1SC YOPR WIC 4I®I RiSN! NO IOWeC ASA ION � LOAD VN�K ASD. WISVTAPCONXLANC4O(R MN. SLAT SPAN •L (r0 VIVO TAPCON XL ANCHOR WIN. SUT SPAN 'LImL• (RO ""neVL4p, YAX SAT SPAN •Llwc' @0 RMUIRED 10L SPMADDII TO LE.aX6D ro awt a GLIB (I•) REWM MAX S T SPIN yy IaL SIDAPIB�1 m lmve v/II0.D0 W/1mDW/o iN1me BARS vNve wo W/ I-,. WE W/ 1-Y fll6�DK3 h] 4 wm zaffi 1. rem zosOut 4 1a'-D- -o, l0•-0• 1a'-0- e,1- r e 1 z• Lam- e•-3• B•-3•e•-3- r-r re330 Io•-o• m'-0• 10•-0• r-9- r B 1 r r-9• r-9• r-9• r-3• I•B40D 10'-0• IV_O' IO'-0• r-5• 1' B i Y r-r TN' r-T- r-0- V 8 1 8'fO-O' IV-0' ID•-0• r-2.1' 9 12" T'-4• 9'-C r-s• r-9• I.5C.0 '•• IV•0- I0•-0• IO-0• r-0o 1' 812• F'-3' r-0• T'-0• V-6' 1'818- SSA ••• 10•-C' V-0• IO-0• B•-9- 1•• T'-3' T'-T T•-3• V-4- 1'66o w 10•-0' 10-0• 10'-o' W-9• 1•8 1 2' 2•-3' 2•-0• r-S W-2• I. 8 t e- SLAT PERFORMANCE CHART MI: (ONLY VALID FOR IV SLIP) FOR AGNEN M GMUMkILD DESIGNPRESSURE RNRNG RMOMOSHURERMOUNTCONDMON FOR WSTALLATION9 WO STORM BARS PMMA12 BELOW CHART MIDI myI CHART MCI USL M1WY VOX m®I PD�R AO Ip:OM ASO ION IR LLYIYY fR91Nf A9O. LOAD VJ 5116'0 TAPCON XLANCHOR LNL SLAT SPAN 'LNX• (R) VAX. SLAT SPAN 'LRAc• (IT) IdOIWOD IOL 4➢MAID:i ro OAS YF31m TO BAP: OF, GLIB c ) DESIGN PROURRE OW •0 "ALLaW0-aR 1AAPT =. A W*9W/ =11NYAl Onn-001 WOW =.A)w vW/o F SMFN BAR; i(NG 0 XWD ZGIIE 4 SOD • r-6• 71-6- 7'-6' V-9- 330 - 7'-2- 1'-2• 1'-2- 61-C I.I 8 118, 4C.0. V_,. 6'-,. r-9• 6'-1' I. 81(8' 45.0 — V-9' V-87 V-8' S'.-n" 1• 8 16' 50.0 ^ 6'-,. 6'-Y 6•-,. 5'-9' r 8 1 e' SS.O ^ W-3 6'-T V-J- V-T I. Bid - HID, ^ 6•-I' W-t• 6'-1' 5'-5' I.I B t DETAIL 2 (ELEVATION) SLAT PERFORMANCE CHART IV: (LESS THAN III SLIP) FOR A GIVEN"", DESIGN LOAD(P.AB. SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS WO STGRIA MRS PER BETA& 2 BELOW 5116'0 TAPCON XL ANCHOR 16E LIAI6AN YAt12 M1WO24 POSITIVE USE wtORIR .IMm IEIAIAi- A6A TOAD AS.D. LOADVO WX. SUT IN. SIATMURU,.FmrMa SPAN SPAN m Q=I vDaFm m DESIGN •�•• .L�. l P "'a K LOAD W W u W/o STGRY smis (F.p .W WIN vWG� 016 as lmne mlmlxA Ia 30.0 • 6'-6- wa r-3' 40.0 p w V-10' 5._p. SOD ^ 5'-7• • VRID FOR DOA2AS4a S J N (0i 46) SOUGER1 PIE 12 (0.04i]i s1.v SiIUOE PM4F-S IH (G•OZO IPUD FOR DORiIS-M-S= (G•046) 0 S IIDERI FIE 12 (0-0,5� — IPLID FW svmElal SLAT SPAN DEF'INIIION INSTALLATION INTO WOOD FRAME STRUCTURES j" No. 44167 ro SUBS smo)1 I¢ Iw3iiM.rMX m1Am rmzlrx ND IFTAM[ 4•" el6 10O YLR "' RAC SAT SPAN •LwX' MW ':" LOL ro WOOD GRADE ESL. Baml (n) a s�tsnm WNL 6vaD-B W 0 SIOI01 &f6 RYM 1g1AR YOSQ W Miu-uR 6IN ZOAS AND ZONE W0 ® Oe Nml b1Y D'-o' 1-] I" 4 s 1/Y SOLIRM FOIE I2 (G-0.55) 60. C-S• a•_y DOUOAS-RR-SWM (G•0.46) 60 O-5' a'-s' RU[E PINE-FIR-srrH (G-O.56 60 4'-5" 4'-5' O SLAT SPAN DEFINITION .WCQD AI' a TWOD 5RA5 N3150L RYO4A 1 DETAIL I (ELEVATION) A NOTES 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. T: WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT OTHER SIDE OF OPENING SMALL BE 33•. ON11 mTEw m )Nautilus ROR)BgSSONOrs).Obm 1; (Ww 2 LL E_I� EXPERT SHUTTER SERVICES INC. a, w sq nmwn cxvu>, n .11• RnM1,-10L:r®,fmpn-m1 ' '•� wUTER A 2M1Ut P. Pl. 110rew 1. F ." 1620 SR, U WRE SINQl PORT st LUCIE. M1 x984 iiOZ RNI T.P-00i Iu: mn Cl1-OPi] . I i-244 PIrY1G Ib '•• aRT 20 v m .n MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE, A.S.D. DESIGN LOAD (psf) AND SLAT SPAN RANr2E WALL MOUNT & BUILD -OUT MOUNT TO 2"A" WOOD STUD (SEE DETAIL 1 ON SHEET 201 WOOD GRADE SLAT SPAN RAWi W0 0'-1 SOUTHERN PINE #2 (G=0.55) S 30.0 6' 40 6" 50 6' 60 6- DOUGLAS-FIR-SOUTH (G=0.46) s 30.0 6' 40 6- SPRUCE PINE-FlR-SOUTH G=0.36 s 30.0 6' WALL MOUNT TO 2"W WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE mm� SLAT SPAN RANGE Aaa weo rota w C to 4">4 b5'> 5 b5'> S to T e>I 10 5'>5 bIO SOUTHERN PINE J2 (G=0.55) N 30.0 6" 6- 6" 6' 6' S. 40 6" S. 6- G. 6' 4 3/4' 50 6" 6" 6- 6" 4 3/4- 3 1/2- 60 6. 6. 5 3/4' 5 1/4" 3 3/4' 3' DOUGIAS-FIR-SOUM (G=0.46) s 30.0 6' 6' 6' 5" 6- 6' 40 6" 6" 5 1/4' 5 Ile 4 1/4- SPRUCE PINE-FlR-SOUTH G=0.36 S 30.0 6" 6- 6' 6" 6' S 1/4' BUILD -OUT MOUNT TO 2"x6" WOOD STUD WITH MINIMUM 1/2" PLYWOOD. (SEE DETAIL 2 ON SHEET 20) WOOD GRADE w>rw SLAT SPAN RANGE 0-4 >4'-5'` >v-v >5-Y >Y-T >5-10'" 1"0 lain • wAn • ia>n • w>rt r wort • wuxr r won . wort • wort • • 5 30.0 6" 6'6- 6-6' 6"6"6'6"-6- SOUTHERN PINE 12 40 6" 6-6" 6- 6- 6-6.6'6"/4- 5 1/4' (G=0.55) 50 6' 6- 6" 6' 6- 6.6"6- 5 1/4'"4" 60 6' 6-6' 6" 6"6'5 3/4" 5 J 4' 4"" 3" DOUGLAS-FlR-SOUTH s 30.0 5" 6" 6" 6' 6.6" 6" 6'6"' 6" (G=0.46) 40 6" 6"6'6-6- 6- 5 1/2' 5 1/2" 5 1/2"1 2' 4 1/2' PRUCE PINE-FIR-SOUIH G=0.J6 5 J0.0 6' 6" 6' 6-6"fi'6' 6- 6'/4" 5" k w 11m MAX. SPAN FOR SLAT FOR A GIVEN A.S.D. DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHARTS ON 20 SHEET. FLONDA BIIROING CODE Mon Hlon VeloeM1v Hunicone LOAD (p.s.f.), 81 A GIVEN STORM BAR SPACING (ft) ** MAXIMUM A.S.D. DESIGN STORM BAR SPACING (FT) PREMIRE RAIING 2' 2.667' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.667' 30.0 1 l'-O" 11'-O" I V-0" 11'-0" 11'-O" 11'-O" 11'-0" 1 l'-O" 11'-0" 11'-O" 35.0 11,-O" 11'-O" 11'-0" 11'-O" 11,-O" ll'-O„ 11'-O" IV-O" 11,-0" 11'-O" 40.0 11,-O" I l'-O" 11'-O" I V-O" I V-O" 11'-0" 11'-O" 11'-O" I V-O" 11'-O" 45.0 1 l'-O" 11'-O" 11'-O" 11'-O" 11,_O" I V-O" 11'-0" I V-0" 11'-0" 11'-0" 50.0 1 l'-O" 11'-0" 11'-O" 11'-D" I V-O" 11.-0.. 11'-O" I V-O" I V-O" 11'-0" * 55.0 11'-0" ill-O.,11'-0" 11'-0" I V-O" 11.-0.. 11'-0" I l'-O" 11'-0" 11'-O" * 60.0 11'-0" 1 V-O" 11'-0" 11'-O" i V-O" 11'-0" 11'-0" l l'-O" 11'-O" * - 65.0 11 •-0" 11'-0" 11'-0" I V-O" l l'-O„ 11'-0" 111-0" 11'-0" 11'-0° * - 70.0 11'-O" 11'-0" 11,_0" 11,-O" 11'-O" ll'-O" 11,-0" 11'-0' * 11'-0" • 75.0 l l'-O" 11'-0" 11'-0" 11'-0" l l'-O" 11'-0" I V-0" 11'-O" * 60.0 I I'-O" 11,-O" I V-O" 11'-O" 11'-0" 11'-0" 11'-0" 10'-10" , - 85.0 ll'-O" 11'-0" IV-0" II.-0" 11,_O" 11'-0" 11'-O" 90.0 11'-0" 1 l'-O" 11'-O" I V-0" I V-O" 11'-O" - 95.0 11'-0" i l'-O" 11'-0" 11'-O" I V-O" 11'_O" 100.0 11'-O" I V-O" 11,-0" 11,-O" 11'-O" - - - 105.0 1 11'-0" IV-O" 11'-0" ll'-O" 11,_0" 110.0 1 l l'-O" I V-0" 11'-0" I 11'-0" 10'-10" I- 115.0 11'-O" 11'-O" 11'-0" 1l'-O" - 120.0 11'-O" 11.-0.. 11'-0" ll'-O" 125.0 11'-O" I V-O" I V-O" 10'-10" 130.0 11'-0" 11.-0.. 11'-O" 135.0 11'-0" 11'-O" I V-O" - - 140.0 11'-O" 11'-0" Il'-O" _ 145.0 11'-O" Il'-O" 10'-11" - - - 150.0 11'-O" I V-0" 155.0 11'-0" 11'_O" 160.0 11,-0" 1l'-O" - - - - - ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FEET OR FROM TIP OF SIDE RAIL TO CENTER OF STORM BAR. A. THIS REGION IS ONLY VALID FOR INSTALLATIONS VI/ I OR MORE STORM BARS PER SHUTTER. THIS REGION IS ONLY VALID FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHUTTER. FLOWIM BODING CODE 1 � � STORM BAR SPACING "B" (TO Nmt ^� 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 1 6 8.667' no &BCA ABCD BCD B.CD AJ3.C.D A.B,CA BCD ABED I &B.C.D I ABCO 3" AB.C.O ABQD ABCA AB.CO B D ABCD BCD ABCA B.C,D ABCA 40A BCD BCO B.CA B D ABC A8L BCD ABCD BCO 9C0 4S0 ABCD BCO ABCD ABCD ABCD BCO 9C.D AB D AIR BC 50.0 A D &CA AB.0 0 AB.C.D AB 0 AB.0 0 B CID AB C 0 AB.C.O C 53A ABQD AB.CO ABCD B,C,D ABCD ABCD CD AA.CD BC 8C E00 ABAO BCD CD B,C.D ABC A.84.0 BCD A,SC BC ABC SS.O BCD BCO CD BCO ABAO BCA ABC ABC BC B T0.0 BCD BCD CD BC.O BC ABC AS B A 75A BCD ABCD BCD BCD BC C BC AB A A 50A BC,O ABCA AB.C.D B. A BC BC AB.0 A A A SSA BCO B O BCD BCA BC BC B A A A OLD BCO BCO ABCD BC BA BC A A A A BSA kB.CA I A ,C,D A.B.C.0 ADC I ABA All A A A A 100.0 0.8,CA ABCD ABCO AS.0 I A.B.0 A A A A A 1010 ABAD AB.CO A.CC ABC B A I A A A A 110A AB.0 0 &BCD ABC ABC A A A A A A I= AB.C.D 0.B, D ABC AB A A A I A A A 120.0 BCD ABC ABC AB A A A A A A 125A ABCA kelc ABC A A A A A A A 130.D BCD ASC A.B,C A A A A A A A I= AAC.O B C A A A A A A A A - 140A B C.D AS,C AB A A A A A A - 145.0 AB.C.D AB.0 AA A A A A A A - 1NA AS.C,D PAC A A A A A A - - Imp BC A A A A A A - - 15C0 B C B A AI A A A - - - I ANCHORS TYPE LEGEND A 3/8'0 CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2' Min. EMBEDMENT* h 5" Min. THICK POURED CONCRETE (I's = 30DO psi) B 3/8'nxl 1/4" POWERS CALK-W ANCHORS W/ 1 1/4' Min. EMBEDMENT} TO POURED CONCRETE (fc = 3000 Psi) @ 3/8'0-16 MACHINE SCREWS C 1/4'0x3/4' ALL POINTS SOLID -SET ANCHORS W/ 7/8' Min. EMBEDMENT* TO POURED CONCRETE (fc = 3000 psi) k 1/4"0-20, 18-8 STAINLESS STEEL MACHINE SCREWS 1) 5/16'0 ITW/BUILDER TAPCON ANCHORS W/ 2 1/4' Min. EMBEDMENT* TO POURED CONCRETE (f0 - 2899 psi = EMBEDYENT IS BEYOND ANY BOOR / CBUNG FINISH STORM BAR SPACING "B" (ET) Y' 2.667' 3' 3.5' 4' 4.5' S' 5,5' 6' &66Y BCD BC0 ABCA AB CO1X8 AB.CO B 0 BC AB.0 A C BCD BCD BCD BC.D ABC BC C AS A I BCO BCD ABCD C BC ABC A A A ABCD BCO BC0 BC BA A A A A BCO B D CO ABC A A A A A BCO BCp BC 8C A A A A A BLO ABC ABC AB A A A A A BC.D BC BC A A A A A A 70.0 BCD BC AB A A A A Ano ABCD BC A A A A Ano AB.0 B A A A A - -510 BC A A A A A - - OOO B C A A A A A 05A ARC A A A A A - - Imc, ARC A A A A - - - - 1= B A A A A - - - 110A A A A A - - 1110 A A A A - - - - - - I= A A A A I= A A A - - -- - I= A A A - - - - - - I35.0 A A A _ _ _ Too A A 40A A A A - - - - - - 150.0 A A _ _ - _ 185A A A - - - - - - - - 1510 A A to FLORIDA BUILDING CODE SCHEDULE to FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.L), & A MAX. MULLION SPACING (ft) - SCHEDULE2a WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.). & A MAX. MULLION SPACING (FT) - 0®m1 14EOOA1 MAXIMUM MUWON SPAN (M am PsESSIFS fl 1 To+2d IEOD111AI 6PACIN0 MAXIMUM MULLION SPAN (M ©4'x6-xl/4'MUWON G1 4NON1/4-MULLION G2 4'xhtt4'THICK CA' FLANGE) MULLION ©4'xSW14'MULLION Gt 4W"XI/4'MULLION GTFLAN 4InV4'THICK ' C'E( (pAe) ORIFMARON /1 O AINM 42 CRRMAIpN 1 M MA110N 42 ) WEMAIIW 1 O16D0AIpN /2 (N pdEMAIgN /1 1# ORIENAMN 021 1 CaENTAW #I 1# 0R41lTMN 92 ( MWXflQ$I 02 ENO IIMpLOR FNO I wIENIN1 END a DR END I IN w ENO ENO I MIEW012 ENO 91tE26W ENO 011EAi0R ENO I 1MEADR I END 0DFR0R ENO I0i1FNW bD 20'-0' r-10• 9'-6' T-]" I2'-0' e'-4• 10'-7' 6'-0' 12'-6' 9'-e" T-Y 12-6• 30.0 20'-01 2'-10" 9-1. T-3' 12'-0' 9'-4' 1 10'-7' 6'-w 12'-e• l'-S• I2-5 ]OD 20'-0• r-- 9'-Y 6'-9' W-5. 6'-0• t0'-0• T-Y 12'-6• B'-It' 8'-11' 12'-Y 340 10'-0' 1'-4• 9'-1. Y-9• Il'-9• 6-5' 10-0• 7'-0• 1216' 6'-11• 1Y-6' A00 20'-0' 6'-10• 6•-10' S'-4' 10'-11' 6'-I' 9'-1' ra i '-G' S-Y 8'-6' 12'-6' 40D R'-0' 6'-t1. 5'-10' 6'-4• IV-11 6 -1' 9'-Y r-3' 12'-6' '6'-6' 12'-Y 45D 30'-0' e'-6' S'-5 6'-6' 10'-5' ?low 9'-Y S'-Ir I2'-6' r-n• r-Y t2'-6' ASD R'-0• 6'-6• 5-B' 6'-6' l0'-6' T-6- T-3' 6'-11' 11'-6' 6'-2• I2'-6• SOD 20'-0' 6'-2' 6'-2' S'-Y B'-11• Y-4' Y-11• 6'-r 12'-6• r-4' T-11' f2-0' WA 20'-01 6'-2• 5'-]• 5'-0' W-2. T-4• 6'-11• 5'-3• 12'-G' 5'-11' 12'-e• 20'- Y-' )Y5 'e ' - S - - ! IT-Y 2w Y-I1' ' 9'-10 r-0• -1.SD 4'-10' 12'-4' Y-0' 13'-6' SOD 19'-5• 5'-01 7'-9- 5'r 6'-Y 6'-4' C-6" e'-2• 12'-0" 6'-4• 5'-e• 12'-G' COD 19'-S' 5'-2• r-9• 5'-6• 9'-B• 6'-10' S-67 4'-w I2'-0' T-6• 1Y-6' 6SD 16'-4• 5'-9 7'-9' 5'-4' ' e'-4• 6'-4' 6'-2 n'-10' 6'-4' S'-6 12'-6• E6A Is'". 5'-9 T-w 5'-4- 9'-)' 6'-10" B'-5' 4'-0' II'-10• 5'-6 12'-6' 700 )'-4' S'-B' )'-6' S'-4' S-2• 6. 8'-2• 6'-2' 11'-9• 5-T 5-5 Tile )0.0 17-4• 5'-9' )'-r 5-4 9'-0' 6'-10' B-4' ♦-' 6 n'-9' 5'-6 IY-e' )6.0 le'-0• 5'-@• 7'-0" 5-4' B'-0' e'-Y 6'-Y 6'-3' 5'-6 t2'-4' 1G'-6' Y-Y Y-)• 5'-4' Y-Y 6'-10' 6'-0' P-6' 5'-e 12'-0' SOD 15'-9• 5'-9• )'-Y SlO T-10' C-3' 6'-3• 6'-2' W-)• 11'-e' 6'-3• 5•-6 12'-4' 600 Us 15'-9• S'-9• T-)• 5'-4' 9'-4• 6'-1w 6'-3' 4'-0' W-)' I1'-6• 5'-5 12'-4' 65D 1!'-0• S'-9• )'-Y )'-0' 6'-]' T-10' )'-9- 5-2• I1'-r B'-3' 5-6 12'-3 WD 15'-0• S'-9' T-)' S'-4• 5-J• 6'-10• 0'-2• 4•-0' '-5' !'-S I2'-3 90D 14•-2• 5'-10' 2'-71 sly 5'-5' )'-B' 6'-4' T-9" 6'-]' 11'-Y 6•-Y S'-) 12'-3 000 14'-2- S'-fY T-)' S'-Y 9'-r 6'-il• 6'-3• 4'-1D' 11•-!' S'-) 950 5'-10• )-r S'-e• )-9 6-5 )-9 6'-P n'-Y 6-5 5-8 12'-3 950 L5-S' Y-10' )-0' S'-6• 9-J 6'-n• 5-3• Y-II' Illy 5'-e 12' 1P4 W-5• 12'-2' 6'-11' )'-Y 5'-)• Y-1' S-G' )•-9' S-4• 6'-6• S'-9 12'-3 IOOD 12'-P Y-11' )'-0' 5'-0' A'-1' )'-0' B'-Y 51-0' 5'-9 10'-0 IGID 1104 12'4' 6'-Y )'-0' S'-0' T-P S'-0• Y-Y 6'-Y W-55' 6'-)' Y-1 12'-3 11G0 19'-0' 6'-w ]'-)' S'-0• 9'-]' )'-I• B'-2• 1I'-Y W-w 12'-3 IIOD 11'-0• e'-0• Y-O• Y-0' )'-B' S-0' T-Y B'-6' W-5' n'-5' S'-B' S'-10' 1Y-] I]0.0 11'-)' 6'-0' )'-0' S'-0• 9'-]' 7'-2' 6'-3' T-Y Y-0" 11'-!' T-9 S"-10' IY-J I15D 11'-1' 6'-1' r-)' S'-9' T-9• 5-9• )'-9' 6'-r It'-9' 6'-1. 5'-11' 12'-3 I160 11,1- 8'-1• r-r 5'-9• 8'-1. T-1" 6'-J" Y-4' 11'-5' S'-il' 12'-] 1RD 10•-6• 6'-l' T-6• 5'-9• r-9• 6'-10• 7'-9• 6'-r W-5' e'-10• 6'-0• IY-] IRO 10'-6' 6'-1• r-6• Y-91 9'-3• T-3• B'-Y 5'-5' I1'-5' S-01 12'J t25.0 10'-3' 6'-T' Y-Y S-10' )'-t0' Y-0' -10" 6'-9' 11'-5' )'-0' 6'-1' 12'-3 12T0 10'-2• e'-]' )'-0' 51'-10' 9'-0' Y-4' B'-3' 6'-9' 11'-5' S-1' 11'-3 iJ0.0 e'-t 0' 6'-]' Y-)' T-1G' r-9• )'-0' )'-9' -9' 11'-!' Y-0" 6'-1' 12'-3 13D0 B'-10• r-Y T-0" 5'-10' 9•-0' r4• B'-2• 6'-9" W-5• 6'-!' 135.0 9'-Y 6'-4' r-0' S'-I1' T-10• )'-2'T-10' 6'-IY il'-6• )'-Y'12'-J 13SD 9'-5•C-4' )'-Y 5 W 9'-3' )'-5' B'-3' e'-10' W-5• 6'-2' IIOD 9'1' 6'-4' )'4' 6'-0' r-10' r-Y T-10' 6'-11• It'-5• )'-Y 6'-0' 12'-J 140A 0'-Y S'4' )'Y 6'-0• 9'-0' T-6'6'-0•e'-11' 11'-5' 6'-3'Ig 6'-10' 6'-5' )'-6' 6'-0' >'-9' r-4' )'-9' 6'-11' i1'-5' )'-4' 6'-3• 12'-] IND B'-l0" 615' )'-0' 6'-Y 9'-3' )'-6" 6'-1.6'-It• 11•-5• 8'-1.AD6''6'-6• E )'-7• 6'-I•r-9' T-0' T-9' Y-0' ❑'-5• r-Y C-4• 12'-J 1500 5-e' e'-6• r-r 6'-1' 9•-3' Y-Y B'-3' )'-0' 11'-5' 6'-1' ilt0 6'-0" 6-6' r-)' 6-2' r-@' Y-6' )'-9• T-1' IY-S' >'-6' e'-5' 1Y-] 131.0 5'-]• 6'-6" )'-0• G'-Y 9•-)• T-' 0 B'-2' r-1' It'-S' 6'-5' ISOA 6'-0' e'-J' ]'-G' 6'-2' )'-9' Y-Y T-9' T-2' it'-5' r-0' 6'-Y 1'-3 IS0.0 '-0' 6'-0' r-0' 6'-Y 9'-J• r-9' B'-' T-' 2 11"-S' 6'-6' ULUON MULLION SPACING: "S" MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. j MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT, P.E. 02017 %n 61G FLORIOA BUILDING CODE w M. wn 0eD N 17-244 CW1AL b m a a26 SCHEDULEIB FLOORTO CEILING(TRAPPEO)MOUNTING MAX SPANIe)FOR ENDAND INTERIOR MULLIONS FORAGNEN A S.D. DESIGN PRESSURE RATING (a9lJ. S A 17�0•MAX. MUW ON SPACING (e) A. A OME9O1 tByfa ING ItaanY • MAXIMUM MULLION SPAN(FQ {IAX. ep MIEDSUR tP/T•) wullY IfUUXff SA40,1O tIB • MAYJMUM MULLION SPAN (D) ©1?6Y/11'MULLION Gt 4'ASYfl4'MULLION G2 6YTxiN'THICK (JIB'FIANGE) MULLION ©4'xSY111'MULLION G1 4'xSYt11/'MUW ON G2 dlYtllb'TNIO( RAYGE)MISU DRiENTAl1011 /1 ObE11iATON 3 ( OPq:NfAll@1 1 00.1M4iWN (]. geEM1TAIfON 1 OWIXDJION /T ORiD11A➢ON /1 lATK ] OBIEMAMtI 1 DPoE11M1gN /] ) 0.0INIAl10.V /2 ENO 0116e0i1 DA WRAM D0 4YIDeW Fx0 INiWOR END END INIDOOR FNe vlIE1e011 NID60.¢ N0 piOitMi tH0 WIFHdt DIO ttRRUI J9C +B'-0' 11'-)' 11'-6' 9-1. lr-0' 1T'-6• 13'-6" 10-T IV-0" I'-6' It'-J' IT-6' SY 1]-0" 9-9 +1-6'" IV-6" lr-6' +Y-e' +0-7' 1]'-6' 11'-3" 13-6- J6o 12'-0• to'-?* IO'-11' 9'-2' �6' +Y-6• It'-11' IT-D• IT-6' IT-e• 10•-4• W-6' $0 IT-0• 9'-r IB'-1Y• Ir-8• 1']'-r +1•-11• 10,-V Ir-6• 10'-4' 12-6•40A IT-T 9'-IB' 10•-r 8'-9• IT-6• I I-8' 11•-C B•-8•Ir-0" It'-IY •-7' r-8• 40A tY-0' 8'-9'W-Y• IY-Y 11•-r 1I-P 0'-r Ir-8• 9'-7• 1]'-0• 49.0 1]'-Y r-J' 10'-, e'-4' 1r-3• 1r-11' 10'-II' B'-+' fY-6• 11'-9• 0•-0' I]'-6- 43A 1]'-0• e'-4' 10•-1'• I3'-r t0•-U• 1Y-11. 9-1• I2'-6• 9'-0' 1]•-Y Ir-w e'-9' 9•-W 0'-1' IY-0' 10'-C 10'-r 6'-9' Ir-6' HV' 7' 8'-6• Ir-8• 80.0 fr-0• 8'G'-0'1' PV-2- I3'-0' 10'-4' ID'-Y 8'-0' 1]'-6' B'-6' 1]'-0'a-0• 8'-4• 9'-s• r-Io• u'-e• 9•-l0• lD'-Y e'-6• +r-Y 1Y- • e•-1. Ir-6• wA T-0• r-lc' 9'-3-D• tl•-0• 9'-ID• IO'-r 8'-6' IY-0• e'-Y Ir-6' 80A 1]'-0' B-6' B'-2' ]'-6' 11'-{' 9'-3•0•-1+• 6'-3' t3'-e' 9'-7' 7'-1. 2•-Y OOA IX-V 7'-6' r-r it'-4' 9-6' 9'-11• B'-1.If-a' T-0• Ir-8' w 1r-0' 1-8' 8'-1I' >'-2' 11'-Y B'-i' D'-e' B'-9' 13'-B' 9'-0' )'-e' 12'-6' OSO IT-0' 7'-r e•-11• it'-Y 0'-1' 2'-0' e'-0• IT-8' )'-3' 1212'-0• 7'-4• e•-6• 6•-11• IY-0' B-9• 9'-3• 7-10- 1]'-6• 8'-It' r-3• 1Y-6• T&0 1]'-0' 6'-11• 1.-6•it'10'-9• e'-0' 9'-0' T-10' IR'-8• T-2' 1r-6•1l.0 IT-0' Y-1' 8'-0' Y-0' 10'-Y e'-J' B'-]' r-B' I]'-6' e'-T e'-11' 1Y-0• 7BA 1]'-0' 8'-e' B'-6'' 10'-6' 8'-S' 0'-r r-B• 1]•-0• b'-11' Ir-6• 60A t3'-0' 6'-ti' 8'-4' 6'-!' t0'-0' B'-]' r-0' r-S' 1]'-B' Y-4' e'-0' 12'-6' m.0 1]'-0' 8'-e' e'-4' t0-JI e'-G'-0'r-e• tY-6• 6•-W 1T-6•630 @-0 6-8' 8'-3' r-r 0'-9' '-11' 8'-10' -3 Y-8' 8'-1' 8'-0' 1]'-8' ESA Ir-0• 6•-r 8•-2-' 0•-1T-11- B'-Io' 1'-2- D•-0' •-Y 11'-0• 90.0 IV-0• 6'-0' 8•-0• 6'-1' r-]' T-e' e'-6' T-0' 12'-e' Y-10' 6'-a' 12'-6• 9DA +1•-0' e•-1' 8•-0 6'-r 9'-1'''''Y-3'WA IY-0' 6'-4• 7-lW S'-tr a-e r-6' e'-a- e'-ID' 17-1 r-S' e'-2' W'-6'm ir-O• Y-11• Y-10• Y-1P 9•-BT-e' 8'-0' 6'-t0' 12'-1• 6'-2' A•-8• I2-0' 6'-]' Y-6' 6=9' 8'-J' T-0' e'-3' 9'-e" Ii'-0" Y-0' 6'-0' I]'-6' 1000 t2'-0' S'-9' T-a- Y-Y 9'-7T-4' 8'-S' !'-6' tl.-B• e.-0• 13•_8• Imo Ir-0' 6'-0' ]'_7' e'-9' T-10' 1 6'-Y I 7'-0' 1 8'-0' 11'-' 6'-e' e'-10' tY-4' I03o I'-0' 3'-8' T-7' I w-e' 1 SCHEDULEID• (LIMITED LOAD MULLION SPACINGS SPAN INSTALLATION) FLOOR TO CEILING (TRAPPEO)MOUNTED MAX. SPAN (it) FOR END S INTERIOR MULLIONS FORA GIVEN AS 0 DESIGN PRESSURE (061,1 AND FOR 12.41-(CASE II & S-0' (CASES to S III MAX. MULLION SPACING -LW 16D1IRDI �E) runx c MAXIMUM MULLION SPAN ITT) G d'2S`41R'TKCK MULLION . G1 C r;,114'THICKG3 MULLION S3T31N'T]DCK I.IUILION 4 at Mtat IA H at ! (mt N r:Xt / at m MINI m L4 R IYiFAIOR DID IMDtOe a0 IT-9' - IV-6- IT-6- IY-Y IT-V 189 1r-0• IY-6' IV-6• IV -,I" W-a. ab.D IY-Y IY-6' W-e' Il'_4• 2'-r 11'-6 450 IT-V - IT-5- IV-1r IV-11. 1Y_T G9El 60A Ir-D• - IT-0• m'-P IO'-r IY-Y - n•-0• MA, 12'-0• - n'-B• 9--IV IO'-3• W-Y - 11'-0' 61.0 1]'-0• W,. 9'-Y Y-11' Ir-6' 11'-B' eats tY-0' 111-r 11'-1. 9'-D• 12'-8' •-0• I2'-6' 13'-6' Ir-6' 12'-6 11'-0' 310 6'-0' 12'-6' IVW 12'-6 12'-Y 460 6'-0' I IT-0' IV-6• 1r-6• IT-e• W-0' 460 e'-0' I 12'-6 12'-Y 12'_6_ 1Y-6' - 11•-0' L'NS[Y NU)ra'��' - IY-6' 1]'-0' i9'-1' IY-6• _ - II'-0' 840 IT-S IY-6" II.-e• 12'-Y - em 1T-r IT-V 11•-f IT-r Ir-T MUI I]' '-0' 19•_B• I2'-0' 20.0 9•_B• 9•-B• 9•-0"_ 0•-0' JSA V_V 9'-0• 0'-0• 0'-0' 9'-Y = 9'-0• 9'-0• 9'-Y V_V e&D. 9'-0' 0'-6' 9'-P r-0• 60.0• - 9'-4• 9'-Y 9'-D' 11-1. - 9'-0• =11 MUI 9•-D• V' V 9'-0' 9'-0' 0•-0• 7m' r-0• 9•-0• 9'-W 9'-w 73A 9•-D• 9'-0' 9'-0' B'-6' 9'-0- BUD a.-D• - 9'-Y 9'-0• 8'-9• • Y-D" &9A e•-Y 9'-0' 8'-9• • V-T` • T-0' 9'-0' -0' V-]• • r-0• • r-0• 91-D' IODA -o• I 9'-6• r-J• . r-0• , r-6• r-W 'NOTE: USE S. IFANCHOR CONSISTS OF HILTI,INCHUS-H SCREW OR POWER FASTENERS, WEOGEBOLTANCHOR SEE SCHEDULES 16 20N SHEET 1DA MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOWABLE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS OUTSIDE (EXTERIOR) OFPRI 9f P.E. SEAL/SIGMTURE/DAIE SCHEOULE2M (LIMITED LOAD. MULLION SPACING& SPAN INSTALLATION WALL MOUNTED MAX.SPAN FOR END It INTERIOR MULLIONS FOR GNEN AS.D. DESIGN PRESSURE RATING lo.eT.l AND FOR 17-0• (CASE D 6 St-0 (CASE III MAX. MULLION SPACING IN) • ]®uml usn 16IXk DO IMULLION Qu�iu MAXIMO MULLION SPAN ITT) G 4WC611d'THICK Gf 4YBS114•THICK MULLION G3 2'arA14'THICK MULLION fiot it coit I kDt P kDt D mml/ pt I' mmctuDID I,71RIgt wD INTV1;QR L,TOdGR m MIDb09 lz-e• 1r-6- lT-6• 12' a- +r_o•D&0 12'-a• la•-e- n•-Ir lY_e•- 1]'-e' 11'-e' +1'M' IY-8'r - 12'-S• 10'-II' 10'-+1• Jr-6•No) IY_D• 10•-4- 10'-0• 12•-6• 11•-a- e!D IV_w r-10• IC-3' IY-6• W-V u•-4• 9'-5• 9'-11• IT-6• u•-D• 6CL Y_0• 11•_]• •-4' 9'-f ' 1 '-6' 11• 9'-P 9'-P 9'-0' 40A 81-0• 9•-0• 9•-P 9•-0• P-0• V-D• 4e0 r-0' 0'-0' V-9• V-0' 9'-0• 0'-O' NU) 8'-0• 9'-0• 91-01 G'-0• T-0• V_c m 8'-0' r-0• 0'-0• e'-Y 9'-0' 808 w-W - 9'-0• 0•-0- 0'-V V_V - 9'-9• =w 850 9'-0• 9'-0' 9'-Y 9•-0• 9•-0• 7A0 e'-0 0•-0• V_V 9•-0• B'-0' 9'-0• 80A B•-0• 9'-Y 9•-0• 9'-0' 9•-0' enD 8'-Y A'-0• 9'-0' 9'-0' 9'-0' 9DA B•-W 9'-0• 91-0- G'-0• 9•-0' 9BA C-0' B•-B' 9'-0' r-B' 9•-o' B'-9• P-0• '-0' C O INC. EXPERT B-tM6719 TUl Rp 01t 0j.167 ""°` itilus K 8DN6rsy3ro,N ®n•m SERVICES INC. oMB tE 61RET 17-244 h,4„6"„,w„„ 99Ae9N ro um 93 oTx SCHEDULE1c FLOOR TO CEILING (TRAPPED) MOUNTING MAX SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (p.s.f.), & A T•O" MAX. MULLION SPACING (ft)' SCHEDULE2c WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. DESIGN PRESSURE RATING (P.S.F.), & AND 71-V MAX. MULLION SPACING OL I (W) w11oN �� MAXIMUM MULLION SPAN BG o �') IMI III SPACNO (N MAXIMUM MULLION SPAN (M ©4'k8'X114'MULUON Ot 4'x8"x1WMULLION 02 W-0/4'THICK(318'RANGE) MULLION OO 4`x6`xI/4'MULLION 01 4'YB'XV4'MULLION G2 4'xr.11114'THW( MUWDN OWOAI /1 MWAMN 2 ( OWFMAiION 1 OWFMA110Y /3 OIEEN7Ap.Y I OREMAiION /2 0@FNGMN /1 OPoEI.'}1TON l OWM1A}ION 1 ORIEMAiION 2 WfNi. felKK1 /2 ENO 9471WR END INIE1600. ENO UII6 R E110 INi 4 D10 FIA INIEROA FND iMEAAR ENO 6YIE@DR FMI BIIE1000. EMO INIFROR ENO INIFIm9 JOA r-0' 2'-8' IT-V 12'-Y 12'-6' 1T-0' IT-Y 2•-5' 12-8' 1T-Y 12'-8• 12-Y T-Y 12'-Y IT-V 1 •-9' '-e' 2'-6• 12-6' IT-6' IX ' IT-8• 1Y-6' JBA 7'-0• 12'-6• 12'-Y 12'-6' 1T-8• IT-6• IT-e• 1T-6' IT-r IY-8• 1T-r 12'-r Y-0' 12'-5' Y-6• 1T-8' 12'-e' IT-6' IZ-6' 12•-e' IC'-e• IT-6• IT-6- f0A T_V 12•-8' IV-8- IV-6- 1T-6' 12•-6' 123 6r 12•-r IT-9' I2•-Y 121-Y 12'-e• T'-0' T-5' IT-C 12•-6• IT-8• 12'-8' 1T-8' 121-8• 12'-8' IT-8• IT-5- T-V IT-8• IT-0• IT-V W-8• IV-5- IT-8• 12'-8' Iv-6- IT-5- IT-e' 12'-6• •-0• 1'-• '-0" IT-6- 12'-Y Iz_r 121-8• IT -a* IT-Y IT-Y lr-6• 00.0 T-0' 12'-e' 11'-Y I2'-6• 12'-Y 12'-6' H'-6• 1T-6' IT-5- W-6• IT-e'- IX-Y T-0• IT-6• 1 •-r IT-0• IT-6- 12'-6' 12'-B• IY-a. IT-6• 12•-6• 12•-6• Bu r-0• IV-6- W-J• IT-6- IT-6• 1T-6• 1T_Y IT-Y IT-6• IT-6' IT-6- 12'-6' r-0' IT-e' 11'-]' 12'-0• 12'-e' IT-r 12'-3' IT-r 12.i 1T-6• IT-8' 80A r-Y 12'-8' 10•-It' 12•-6• 1T-e• IT-6- f1'-11' IT-8• IT-6' 12•-e' 1T-8' IT-0' '-0• IV-6- 10'-II' IV-6- IT-6' PT-5' It• -it• 12•-r IT-r IT-6• IT-6' 05.0 r-Y 1T-6• IO•-B' H•-1• 1T-6• ❑'-6• il•-Y IT-6• IT-6• IT-6- 12'-8' IT-6' T-0• I •- • 0'-8' T-1' 12'-Y IT-6' Il'-' 1T-8• 12•-Y 12'-6• 1T-6• 70A Y-0' 1T-6• 10'-5• IV-Y 1T-8• T-6• W-Y 12'-Y t'-8• IT-5- 12'-6• IT-8' 7'-0• '-e• 0•-5' I-r IT-8• IT-6• IV-Y IT-r IT-6• IT-6' 12•-8- 18A r-Y 1T-1' 10'-Y 10'd1• 12'-6• 12•-5' 11•-0' 1•-1' 12'-e' IY-6` IT-6' IT-6- ]'-0' 1'-1- 10'-2• 101-11• 12'-5• 1T-8, 11'-0' If- ' IT-Y 12-V 12'-Y BOA T-0• 11•-8• 9'-11' lw- ❑•-4• 12'-5' 10'-10• II-8' 12'-0' 12•-8' 11'-H' Q'-8' 7'-U• 11' r 9•-11' IV-6' 1T-P 1T-6• 10'-10• 1I-Y Ir-Y II-11' 12'-8• BSO r-0' II'-0' B•-9• 10'-Y IT-1. IT-6• Iw-r II'-e• IT-6' IT-6' 11'-4• IT• -0• - T-T 10•-2• IT-1- IV-6- IW_7' 11•-T lr- 11•-A• 1T-6• BOA ]'-0' 10•-r 9•-7• 9•-10• 11•-10' 12•-!' 10'-5' 10'-8" 1]'-8' 1T-T IC-10' 12'-6• T-0• IO•-r 9•-]' 9'-10' 11•-IT IT-5- IT-r ID•-r IT-6• 1T-10• 12'-6• B50 T-01 10•-Y 9'-]' 9'-6' I1'-7• 11•-it• IV-Y 10•-0• 12'-6• 111-9' 10'-S• 12'-Y T-T IW-T T-5' •-8• It•-• 11'-tr 10•-T Id -A• 12'-6• 10'-5• IT-6• 100.0 7h-6' 9-10• 9'-0' 9•-Y 11'-5• It'-8• 10'-0• 10•-r 12'-8' II•-5' t0'-1' IT-8• r-0• 9'-0' •-r 9'-Y LILY LJ-6' • 10'-1' 12'-6• IC -I• 1T-6- tOBA T-0' f'-6' 9'-1. 9'-r 11'-0' it'-0' 9'-IO• 9•-10' 1T-r 11•-1• T-8• 1T-6' T-' 9'-6' 9'-1• 9'-t• 11'-5' i•-2' • T-ID• IT-e• 9•-8• 1T-6' flu r-0• T-J' B•-11• 8'-10• 11•-i• IO'-10• 9•-9• T-7' IT-Y 1P-9' 9'-5' 1T-6' T-0• 9'-]' e'-11' 8'-10• 11'-P 1D'-tV 9•-T 12' Y 9'-Y IT-6- 110.0 r-0' 9•-0' W-10" 6•-0• W-11• 10•-0• 9•-Y 91-5' 12'-Y IO•-5' 9'-Y Ir-6' 120A - 9•-Y 8'-10• '-7• 10'-11• 10'-7• 9•-Y IT-e' T-1• IT-61 i20A T-0• 8•-9• e•-e• 8'-Y IO'-6• 10•-]• 9•-5• 9'-Y 12•-5• 10'-2' 9•-10• 12'-8' r-0' 6•-9• 6•-8' e'-5• 10•-9• 10'-3• 9'-Y 12'-Y 9'-IT 1Y-6- 12JA >•-9' 8'-8' e'-T B'-Z' 19'-T 10'-0' 8'-6' B'-Y 12'-6' B•-11• e•-T 12'-6' )'-0' 8'-6' e'-T e'-2' IV-0' 10'-e' B'-1' 12'-8' 0'-0' @'-6• I= ]'-0' 8•-Y• 8•-5' e'-0' 10'- ' 0'-9' 9•-2' 9'-11• IT-V 9•-9• 6'-5' 12'-Y 71-T 9•-6' e•-5• e•A• 10•-6• 9•-9" Ea e'-11• 12'-6• B•-5• IT-8- IJOA >'-0' e'-2• 6'-6' Y-0' ItlM' B'-T 9'-I' 8'-9' 1'-5' B'-e' •-I' 12'-8• T-D• 8'-2' 0'-6' Y-9' 10'1' 9•-7 W' 90 12'-6' e•-Y IT-6- 160A >'-9' 8'-0' 8'-J' ]'->' 10'-1' 9'-6' 9'-0' 8'-]' 1T-8• 9'-4• e'-0' 12'-5' '-0' B'-0' 8'-]' Y-7' 10'-J' 9'-{' • e'-J' 12'-e' 8'-0' 12'-e' 14eA T-C• T-10' 8•-Y r-5• 9•-9' 9'-2' B'-10' B'-6' 12•-6' W r 7•-10' IX' T-T T-10• 8•-2' T-5• IO•-1' T-2' • 8'-Y IT-6• T-10' IT-8' IBOAT-0'IY-P IO•-0• B•-0• 6•-e 12'-0• r-e• IT-6•1860T_V T-e' 8'-0' T-2" 9-I' 8'-10' 8'-8' B'-]' 12'-8' S'-0' Y-8' 12'-6' ISJA 7'-0'''-0T-2• 9'-10' 8'-tY 6'-IBOAr-0' T-6' ]'-W T-0' T-RI" W' e'-Y e'-f IT-2' e'-e' T-9' 12'-6' 60.0 T-0' Y- - Y-1 I• T- • 9'-B' 8'-8' 12•-e' IUWGN MULLION SPACING: "S" MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT AS.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. P.E 0 2017 M= 1Y9. Nautilus RAIRng SAvff525yxfem IIDne/t7 IUTTER SERVICES INC. SN. DUVDNE SLIER 17-;244 V. LR N988 wln�] Me 6NM 26 d 26 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (PIS-F.) FOR AcnF 7d 0 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 fEET k BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS, RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, 'WHOLESALE) PEAK ROOF I' LESS THAN 7-9' L" GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" L" GREATER OR EQUAL THAN 12'-3' HEIGHT POS/RVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 80.4 51.8 > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 836 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25' .50' 1 86.2 51.7 115.5 69.3 49.4 107.7 64.6 77.3 46.4 97.4 58.4 > 30-40' 90.7 54.4 121.4 72.8 6 52.0 113.3 68.0 81.2 48.7 102.4 61.440'-50' 94.3 56.6 126.2 75.7 [112.4 0 i 54.0 117.7 70.6 84.4 50.6 102.5 63.9> 50'-60' 973 58.4 130.3 78.2 9 55.7 121.5 72.9 872 52.3 f09.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRFSSURF FOR COAMMENTS & CLADDING (P S F) FOR ASCE 7 10 PEAK ROOF HEIGHT GREATER THAN 60 FEET a BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L" LESS THAN 12-3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) _ ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. �1 4:9� 16Z7 WL006 84.3 50.6 148.4 89.0 > 70' - 8D' 936 56.2 171.6 1030 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 930 > 90' - 100' 973 58.4 178.4 IOZ4 89.7 538 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 1630 978 > 120' - 140' 1032 61.9 189.2 113.5 95.1 57.1 1674 100.4 > 140' - 160' 105.6 634 1936 116.2 973 58.4 171.3 102.8 > 160' - 180' 107.8 64.7 19Z6 118.6 99.3 59.6 174.9 104.9 > f6O' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 631 185.1 111.1 > 250' - 300' 1 f78 70.1. 216.0 129.6 108.5 5.1 191. 1 114.7 > 300' - J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 > 350' - 400' 123.9 74.3 22Z 1 136.3 1 14. 1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205. 1 123.1 > 45o'- 5oo' 128.8 1 773 1 236.1 1 141.7 1 118.6 1 71.2 1' 208.9 125.3 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART WIND PRESSURES ARE ULTIMATE AND ASD. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED M✓AUD IF ALTERED BY ANY MEANS. SCANNED BY St. Lucie County y� s'-Q fl T n 1�o1o9A.`�C� : A � 9 *ZEN' No. 44167 -o STATE OF AL * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A M/AMI-DAD£ COUNTY OR A STATE OF FLORIDA APPROVAL eR00f l� NE�G lAl REVIE9�ED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCCC,� ;-e,-�/�9 File Copy 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.).