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HomeMy WebLinkAboutRevisions_ OFFICE USE ONLY: I DATE FILED:�_� PERMIT#SCL-2106-0895 j REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES RECEIVED BUILDING&CODE REGULATION DIVISION r Q,4 .2 21 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 St.Lucie County (772)462-1553 Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 9324 AVENEL LN, PORT SAINT LUCIE, FL 34986 C 1 P c o- y DETAILED DESCRIPTION OF PROJECT REVISIONS: NOA THAT WAS SUBMITTED WAS INCORRECT.SUBMITTING CORRECTED NONS FOR FL17079 CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CGC1529442 ST.LUCIE CO CERT.#: BUSINESS NAME: LIFETIME EXTERIORS QUALIFIERS NAME: STEVE MEARS ADDRESS: 102 SOUTH F STREET CITY: LAKE WORTH BEACH STATE: FL ZIP; 33460 PHONE(DAYTEv E): 561-533-8700 gk k- ads FAX: 561-582-7505 OWNER/BUILDER INFORMATION: NAME: CHERYL GRAZIOSE ADDRESS:9324 AVENEL LANE CITY: PORT SAINT LUCIE STATE: FL ZIP: 34986 PHONE(DAYTIME: 561-533-8700 FAX: ARCIHTECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9123109 Revised 06130117 9/28/21,9:16 AM Florida Building Code Online �. BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts ; Publications Contact Us -'y8CI5 Site Map Links Search F 0ri�la ProduAlA 2 :�• �,, pproval ' USER:Public User 4,11- Product Approval Menu>Product or ADplication Search>Application List>Application Detail RECEIVED - a ' w FL# FL12246-R5 ,'r ,. Application Type Revision a Code Version, ,. 2020 O C T 0:4 2021 Application Status Approved St.Lucie County Permitting (� ll Co m is gnR1 E,V Product Manufacturer Nxper�Shutter Services, Inc.:, n Address/Phone/Email 1626 SW Biltmore ST v tre,�C COt tl t U Port St. Lucie, FL 34984 CC (772)871-1915= Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg v�w callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie,FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heisenberg FILE C �4 Address/Phone/Email 1626 SW Bilmore St Port St Lucie,FL.34984 i (772)871-1915 Ext 106 CallExpert@aol.com 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 Walter A.Tillit Jr.,P.E. Evaluation Report Florida License PE-44167 ., Quality Assurance Entity National Accreditation and Management Institute r Quality Assurance Contract Expiration Date 12/31/2021 jl Validated By John W. Knezevich, PE ^w., Validation Checklist-Hardcopy Received a Certificate of Independence FL12246 R5 COI COI Drwo 20-064.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1996 2012 TAS 201 1994 rJ TAS 202 1994 TAS 203' 1994 { �i Equivalence of Product Standards Certified By i https:/tfloddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVliitCeHwT5BtNZzOf677MdSQtEsdxorag%3d°/a3d 1/2 9/28/21,9:16 AM Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/04/2020 Date Validated 08/19/2020 . Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 12246.1- Nautilus Rolling Shutter System Extruded aluminum.Nautilus Rolling Shutter System _ Limits of Use Installation Instructions Approved for use in HVHZ: No FL12246 R5 II Expert Shutter PED Drwq 20-064.pdf Approved for'use outside_HVHZ:Yes Verified By: Walter A.Tillit Jr.,P.E. PE 44167 Impact Resistant:Yes . Created by Independent Third Party:Yes Design Pressure: +160/-160 Evaluation Reports Other:State Missile Level"D"wind zones 1,2,3 and 4(basic FL12246 R5 AE Expert Shutter PER Drwg 20-064.odf protection only)..Pressure rating: +30,-30 p.s.f. at 20'-0"span Created by Independent Third Party:Yes (wall mounted)and +160,-160 p.s.f.at 8'-0"span(wall mounted)with 1/2"slip. See sheets 15, 16 and 20 for additional pressures and spans. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is anAA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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. i Product Approval Accepts: - 1 Credlt Care# I a • `https://floddabuilding.org/pr/pr app_dtf.aspx?param=wGEVXQwtDgvzRNLe5g4OVliItCeHwT5BtNZzOf677MdSQtEsdxorag%3d%3d 212 GEN F_RAL NOTES: B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE'WITH THE 2020(7th EDITION) OF THE FLORIDA BUILDING CODE -3/8"0xl 1/4"CALK-INS MANUFACTURED BY DEWALT, INC. 'NAUTILUS ROLUNG SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DARE -1/4"00/4'SOLID-SET MANUFACTURED BY ALL POINT;INC. /BROWARD COUNTIES). -3/8.0 KWIK BOLT TZ MANUFACTURED BY HILT], INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16"0 TAPCON MANUFACTURED BY ITW BUILDER, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE-SHUTTERS WILL BE INSTALLED MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET FOR A DIRECTIONALFTY FACTOR Kd-0.85.USING ASCE 7-78 FOR INSTALLATIONS UNDER 2020 FBC EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. EMBEDMENT - IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D..DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING® 100% EDGE DISTANCE ® 100% CONCRETE CONCRETE BLOCK , TO COMPARE THESE W/MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 &20 THRU 26. 3/B'0xl 1/4"CALK-IN 3 3/4" 4 1/2" 1 1/4" (3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, 1/80x3/4'SOLID-SET 3' 3' 7/8• (3000 psi) NOT ALLOWED 3/8.0 KWIK BOLT 1Z 9' 4• 2 1/2'(3000 psi) NOT ALLOWED ' A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NDI USED IN THEIR ANALYSIS. FASTENERS 5/16.0 TAPCON XL - --3.3/4' 3 1/8- - -2 1/4"-(2899-pei) - NOT ALLOWED—- -• SPACINGS TO WOOD HAVE-BEEN DETERMINEDAN ACCORDANCE WITH N.D.S. 2018. - NAUTILUS ROWNG.SHUITER SYSTEM'S ADEQUACY FOR IMPACT-AND CYCUC RESISTANCE HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR LAUWON CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, _ ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10A 11 1IA, 12. 12A, 13 & 13A. FLORIDA. REPORT g 1030.01-08 AS PER ASTM E 1996. E 1886 AND E 330 STANDARDS,QUALIFYING INSTALLA170NS FOft WIND ZONES 1, 2, 3 & 4, MISSILE TYPE D AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT], INC. INSTALLATIONS,AS-DEFINED BY SECTIONS-6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 &20 -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL UMITAT]ONS. -WEDGE-BOLT ANCHOR MANUFACTURED BY DEWALT, INC. 3.ALL ALUMINUM EXTRUSIONS.SHALL BE 6063-TB ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. �4.ALL SCREWS ((EXCEPT END RETON SCREW C))TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 kal EDGE DISTANCE AND EMBEDMEN75 ARE BEYOND ANY-FINISH MATERIAL. ,. YIELD STRENGTH ENTI AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT®GROUT 50018.ALL S.D.S.ARE Ill(SCREWS MANUFACTURED 13Y ITW BUILDEX&SHALL COMPLY W/FLORIDA BUILDING ANCHOR SPACING ® 100% EDGE DISTANCE® 100% CONCRETE CONCRETE BLOCK CODE SECTION 2411.3.3.4. 3/4"O.KWIK BOLT TZ 27- 9' 4 3/4" (300D psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307,GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksl MINIMUM 1/2"0 KWIK BOLT TZ 22 1/2" 7 1/2" 3 1/4' (3000 PSI) NOT ALLOWED YIELD STRENGTH. C 3/8"0 KWIK BOLT TZ 6• 4 3/8' 2• (3000 PSI) NOT ALLOWED 3/8"0 HUS-H SCREW 4• 5- 2" (3000 PSI) NOT ALLOWED -6.NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS#6,095,225 AND #7,409,980. 3/8"0 WEDGE-BOLT 4 1/2" 4 1/2" 2 1/2" (3000 PSI) NOT ALLOWED 1/2"0 HUSH SCREW OR WHIGE BOLT 6• 6• 3• (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR@SIDE RAIL SHALL BE AS FOLLOWS: 5/8"0 HUSH SCREW OR WEDGE BOLT 7 1/2' 7 1/2" 2 1/2" (3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 p.s,E. COMPRESSIVE STRENGTH. 1 11.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/76.0 TAPCON XL ANCHORS AS MANUFACTURED BY ITV BUILDER, INC. TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8"0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,CONCRETE BLOCK OR WOOD FRAME BUILDINGS. ' 2 1/4" FOR 5/16"0 TAPCON XL ANCHORS &2 1/2" FOR 3/8"0 KWIK BOLT 3 ANCHORS. 13.THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. A2) MINIMUM EDGE DISTANCE(E.D.) INTO POURED CONCRETE SHALL BE: 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL 4 FOR 5/16.0 TAPCON XL ANCHORS &5-FOR 3/8.0'KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 15. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le,WHERE THE SITE A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTIQN, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED,ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS.THE (B),TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL-ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16"0 TAPCON XL ANCHORS,AS MANUFACTURED BY RW BUILDEX, INC. ,(c) THIS P.E.D. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. B.1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF UNIT SHALL BE 2 1/4'. RECORD.(EO.R.) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE.P.E.D. ENGINEER OF RECORD,ACTING AS NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. B.2) MINIMUM EDGE.DISTANCE (E.O.) OF 5/16'0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE (a)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF BLOCK SHALL BE 4'. EDGE DISTANCE IS BEYOND ANY FINISH.MATERIAL RECORD THAT PREPARED IT, - B,3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON 1S. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. FLORIDA BUILDING'CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE ' _THIS DRIW7NG SH4LL,ONLY BE L/SID In (C)TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (G-0.36), DOUGLAS-FIR-SOUTH (G-0.46) OR `\1AA11�C{1111�111111111,1 OWA41N PERAINS IN THE STATE OF FLORID4 SOUTHERN PINE 82 W/G- 0.55 MIN. .� E,(Non High Velocity Hurricane Zone) - 5/16"0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BUILDEX, INC. a� uENS�Q�• CAI'•. 02020 nLTECO INC. yyl� ,� �y!� DRAwN RY - C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL 40FF -- - - THREADED PENETRATION., N0 441L, .E C O INc ; RDALng Shn[(erS�a/am 06/DA Ee2O . NO EMBEDMENT INTO FINISH�MATERLAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT, =*: C.2) MINIMUM EDGE DISTANCE(EA.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS = * EXPERT SHUTTER SERVICES INC. RR TILLR TESTING'h ENGINEERIND COMPANY QA N M]eA.SL.54.]M,wWM 4VmWl 0.i1100 668 S.W.WHITYORE.DRIVE BEYOND ANY FINISH MATERIAL. ��' $T T _/ Pnd,,:lwSkrl-Im.r-,Ixd)arl= PORT ST.LUCIE IL 34934 DRAWIOo N �•. 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DET9 •wla•{{�4? iti's'•!Si ,ffi FW=19B.B ISpe'LSaEsmD+G1.W ..eSC L .6T8- ..ras•= i ry / CLYP•) h _ •nn'+• - - - - - .- - t.ow •.. ,rsY— -.ret STARTER SLAT - _ . OSLATS_ wear. �� 8983-TB ALUMINUMd NJ.OY' t.....�n•h 6663T6uu(uNOMxLor . _ SCALE'1rz=+ ©BASE SLAT Q FY DETAIL B 6063T6 ALUMINUM ALLOY •y��:='f--(I}�;�-jLI' , SCALE SG1817.1' V2' �i• 1Y .;. J4 . .......... 1 Llt ACETAL BUSHING+++ �'(•t23- i.2e0' t59826_ t25 t ut'S .. .... .m.... r-.._.....••....-••.•'•.•-1.000 ......... (USE MOPT)ONSif AND02) . ..:..:_,._.. .... ...�. 5e .16n' .im• ++S�AMSPE,CQ `I B I in N ... DENSffY:1AWUtY i.. TENSIEM)iULUS:377W {�I A25" TENSILE STRESSATY)ELD:Rt351s _ E2 BUILD-OUT TUBE FLE%URAl)/a0ULL3558f15 .t25 1.2a0'._f.— 6063•T6ALLMANUMALLOY ¢00 NOTCHED 0NIPACT;B6 kYm' .. - SCALE 1T=1' , ©RETAININGSYSTEM:SCREW+BUSHING 1 O E1 BUILD-OUT TUBE. _ BUILD-OUT TUBE scALE.1a=1 O SIDE RAIL * 6063•TSALUMMJMALLOY 606376 ALUMINUM ALLOY SCALE:IG'-1• Q �IYPJ 8063-T6 ALUMINUM ALLOY SCALE VP 1' rp7 . SCALE:la-I' ' *MUST SE REVIEWED BY SHU4lER ........__.6.000• - .. ) WWUFACTURER TO ALLOW FOR A MINIMUM 4.000•.`—...::--. __ 0.050'CLEARANCE BETWEEN SCREW HEAD AND - CAYtIY WALL AT NON HURRICANE POSITIONS. - - - ES BUILD-OUTTUBE 2 .. --.•-:x000'—. 6W&Ta ALUMINUMA ALLOY SCALE:1/P=1" � R .7m. r ..... .. V4-ox3w YIWIBUILDEX TEK SCREW 1ga• CARBON STM L SCALE Arz-V ...rya ..� m � Tao' 2W' o, ^ (D 6(16'01TN1BUILDEXTAPCONXLANCHOR ( I CARBONS(FEY ,h t ff .STORM BAR - (�J -318 0 HILTI,INC.KWIK BOLT 3 ANCHOR 60S146ALUM NUMA.LOY © 07MULLION CARBONSIEEL SCALE.'IIP=1 OF TRAPPED ANGLE © 4xB MULLION - G1 4X8 MULLION 6061 7SALUMINUM ALLOY SCALE.Ift-V 600.T70ALUM)NLRAALLOY e0SL78ALUM-'In.ALLOY WOf-TeA.UMINUMALLOY Sv,LE:3er— FLORIDA BUILDING CODE SCALE.3W-l' S(JLLE3W-1r - -"-- - _ on High Velocitycane.Zon SGlE:17=P Iif lif .. - 02020 TILTECO INC. U ,ORAWN BY:S `� � d dam,, nn ufryp�*�+ \P tA� "C A RoflingShaNerSystem 06/S/2020 `�•V GENS IqC, GATE lYl),,L,t 4 -• 11LUT TESTING&ENGINEERING COMPANY EXPERT -SHUTTER SERVICES INC.- COMPONENTS O O �� = 7N Y•f 1 e as N.M.u8 a ws wcmn.r+mnus.rt aTtnn 66B 5.T. UCIE,wHriw F E 498 DR 064 ,n -Pnoo.:(305)nri ta30.I'w:(3fA)rn1-t6)I PORT 5T.LUCIE, RE 3466E *: - :* j2�.•Tr n-mall -OW57001.twn L>140NEv(BttO 748-e03S,fA%v 2)6T7-0889 ORAWINO N. STATE OF �� CA-f000718 n.N n xm a utt m•w mu m. 0 n.. WALTER A.V Jr.P.E- • SEAL/SIGNATURE/DATE FLORIDA uc.0 44t07 1 sN 26 _ � I ..I 13 '-•' .. 14 3 l� _ C� : 2 I 1 SIDE/END CAP 12 HOUSING(BACK&TOP).040 THICK 10. 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET s aO 5 SPRING ASSEMBLY • 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) d® 9 ALUMINUM STARTER SLAT •� 10 ALUMINUM SLATS 1-10 a w 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS f` 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTION)FASTENERS dr 17 HOUSING(FRONT(FRO &BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY ,18 OCTAGONAL FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 CONNECTOR SLEEVE. . 22• GEAR-PLASTIC OR ZAMAC CASING 1 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING BOX & END CAP ASSEMBLY COMPONENTS \` 111111lt11 .r ' FLORIDA BUILDING CODE (Non High Velocity Humcone Zone) sy► �� :. / qi0 02020 TluecO INC. + onimN eT \ RollingShofferSyalem oe/e/2020 �.. .: = •, .•• ILE�COINC.. DATE No.4416 = = EXPERT SHUTTER SERVICES INC. f�• II T51�Wµ 1; 1 0s GI�NE INO CO n.Pla6 668 S.W.WHITMORE DRIVE '�� Pm.:ry95)en-,sw r .<�ov9ri-,s, a ST weE FIL 34984 20-064 i-oaf'• STATE OF �� 6-mall:61�84.1; PHONE,(boa)749-90561.'rM(M)671-0990 DRAWING No WAL WT Jr.P.E. ma.r9o9 mrt w.. mum9>t oarz •,,,LQRID ,p` SEAL/SIGNAIURE/DATE .f uf67 �, ...a9n-u. wu„s s¢Er 3 or se w FLORIDAFL RIDA _ 9 e Box ®Y! Y/9 0�r ®V/9 K aR� ®Y /B & Y/7 Box /6 & Y 7 ' 1�r O CAP TEND CAP _... sun END CAP END CAP--- kA - Ts f12 SLATS SLATS 13.. • ._ -.. ...__ ;SLATS SLATS . . - .. SLAW -- .:. - " .SLATS -- SLAI•S SLATS5 . 6 all0/8 � f ? 0,j8 0/8 p 0•/6 0 j8 A .... :.-SLA7•W ..: -SLATS H — Y MB 'su n ... ...... ... SIA ..:a -. - _ ✓; (Typ. Ea. END) „ --- (Typ. Ea, END) _.... ... _ -SLATS .. ._.. rSLATS I 1D (Typ.) e D -. I. ... ... - SLATS € Sun � i .� - .... -T- ,. -✓- /:r' /2."` ..;"pfi,`'f.+•. :�-.f` f,I .!f.f.•.'" .+`ls.? srORu BAR,sPACIN .� ..fir/F r``.: /i .t`,z�.. /``..n- / .F:•!:F...k�r.,«a' a�. >'" t '.fi (SEE SHEET 22) "' y p,; �Y/B do V-/ I®Vj9 V/9 l Y/6 do Y/7 SFE SCHEDULES ON SHEEfS 15@ 2D) """ .......... Mor.SLAT.SPAN ...„_...� ....._. 1 . ;f'�.::.... .. •--'--(SLF SCHEDULES ON SHEET 15) ... _ ..:....sl TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** NOTE: SEE SHEETS 2 & 3.FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE.UNIT ELEVATION WjSTORM BARS N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. ' PROCEDURE FOR SLAT INSTALL ATION GIVEN A SHUTTER HEIGHT: * CASE 1 SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS W/O ' STORM BARS,,W/STORM BARS OR W/STORM BARS& MULLIONS W/HEIGHTS UP TO 1 V-0". - (a),CURTAIN SHALL START W/R7 SLATS AT TOP,FOLLOWED BY#2,#3. •--:.THEREAFTER,ALL THE WAY DOWN.EACH SLAT i SHALL CONSIST OF MIN.FIVE(5)SLATS OF THAT SLAT - - - - NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW Ni SLAT SHALL BE .. CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED.OUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(,B MAY VARY WITH SHUTTER'S HEIGHT. (b)BOTTOM SLATQB MUST BE ALWAYS INSTALLED-. * (CASE 9:SHUTTER HEIGHT LARGER THAN 11'-0'APPUCABLE TO INSTALLATIONS W/O STORM, � - E(Non High Velocitycane Zone) BARS AND W/OR W/0 MULLIONS W/HEIGHTS LARGER TIAN 11-0. ``C Hurricane ; (a)CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY 2, 3.;....THEREAFTER.ALL ` V' ri%�� 2D2n TIUECaINC • OLUY 8't \P BEN 9'. FLORIDA.i Aautxlus THE WAY DOWN. EACH'SLAT B SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT =V �� SAC`•••. . -r' NUMBER.PROCEDURE FOR ADDING SLATS.DDWNWARD BELOW #1 SLAT SHALL BE T �7�. RnHingShufferSyatem06/B/2030 CONTINUED UNTIL#10 SLAT IS INSTALLED.AFTER#10 SLAT IS INSTALLED,ADDITIONAL j10. ND.4416 _ = " EXPERT SHUTTER SERVICES INC. ' DA1� SLAW'MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. TI U, PANY - - -: * 1� )rj,� oss Nx fan a,sw_M.vF_ rwm 1-.�»tee 668 S.W.WHIT110RE DRIVE-- - (b) BOTTOM SLATOMUST BE ALWAYS INSTALLED- '• STATEOF :�'� � ,�I - - - _ ( S AA 1 DAAYAN20-'Da No . i •'• /C P :.... •WALTEp a 0019� E I off PORT ST.u�alEr�(7n 6eToYa� • D C0R10 FLORIDAu�.f ai16T �asv:wl''' n sxE[T a nTxs . 4y�.<�.•.,••.•• ••,.'�\ SEAL/SIGNATURE%DATE - .. .Max.MULLION SPACING .. .'®W 1/10OR W-2/11 DR _ Or or ® • . (SEE SCHEDULE �I : G Or Or "4 4 ON SHEETS 24,25&25) I ©. ® W 3/12 OR W 4/13 �W-1/10 OR W-2/11 OR GDx.STORM 8AR SPACING 'Maz MULLION SPACING 0 REAR G Or G OrpG�•�� W-3/12 OR W-4/13 BOX :„(SEE SCHEDULE ON SNEEi 22) (SEE SCHEDULE .V/9 O(TYP•) _.Y/ 'v' �• 'K'�F 1*�l .f R f f�Y' � �!'YFf.� �/ff�'f sff•:. H �.. '��END CAP. �:.:• � �1 + - END CAPS=.., - { SLATS I i I i I I : SLATS 12 :1 'I i I .1 I 422 `SLATS N I I I ... :I 1 SLATS N 3 I I I 1 1 SLATS SLATS'.- ._. N a N" 1 1 I .I I --••^.-F1 SLATS ..... 05 t I SLATS 3 OE ... SLATS O TS0/8 Q/B Q da• - �..Z Z 8 =o A l '� -,I I dT gXgo A l `;i i I I #T g „ j - 11 �^ SLATS u ~ 1 1 I I I SLATS W (TYa•) 'i l b w W (TYP.) 1 or .--� i it T -N o - I L R/ I I R/8ic SLATS F or g(Typ. Ea. END). t R' 8 I I I i i (TYP. Ea. END) xpz 1 R/8.,::1 I 'R'8. _. i SLATS I I or I I. or i :.c£, Or or ti ) t i 7i �`. I R R'/8� ... .... 11 I I R/g.: i I '/g 1I .�u i i a .d10 1 III, - 1 t \ µd 10 1 h I 'I.1 SLATS a ... ,. r i SLATS' j;;n;;;•„____, .: ... _ IW-1/10 ORW2 11 OR; MAX.STORM BAR SPACING—+ 1 10 OR/ / / B W-3/12 OR W-4/.13 (SEE SHEET zz) #!� W-3/12 OR W-4/13 V/9 O - (TYP•) i' (TYP•) Max._SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Max. SLAT SPAN Mox SLAT SPAN (SEE SCHEOULES.ON - '� (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES 0..N Tx~1 ' (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 & 16) SHEET 15) SHEET 15) SHEETS 15 & 16) SHEET 15) - TYPICAL CONSECUTIVE SINGLE .UNIT ELEVATION *; *� TYPICAL CONSECUTIVE SINGLE...UNIT!ELEVATION MULLION & 'W .0 STORM•BARS W MULLION &.._1N STORK NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. NOTE: SEE HEETS 2 & 3 FOR'COMPONENTS NOMENCLATURE. N.T.S. N.T.S. PROCEDURE FOR SLAT INSTAL!aTION GIVEN A SHUTTER HEIGHT: • CASE 1: SHURER HEIGHT EQUAL OR LESS MAN 11'-0".APPLICABLE TO INSTALLATIONS W/O STORM - BARS,W/STORM BARS OR W/STORM BARS&MULLIONS W/HEIGHTS UP TO 11'-0 - - (a) CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY d2, d3. .....THEREAFTER ALL THE WAY - _ DOWN. EACH SLAT d SHALL CONSIST OF FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR - ADDING SLATS DOWNWARD BELOW d1 SLAT$HALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED?QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT QB MAY VARY WITH SHURER'S HEIGHT. ' ` , II IIII�I I i FLORIDA BUILDING,CODE (Non High Veloclty Hurricane Zone) (b).BOTTOM SLATQB MUST BE ALWAYS INSTALLED. `�-�� •••• J ��AN 0 2D2o TRIECA"iNC. '• DRAWN BY: # MULLIONS HEIGHT W/HEIGHTS R THAN ATI V-o"APPLICABLE TO INSTALLATION W/O STORM BAR .�\DENS -.2 r +�Shutter3yatem oe/e/2o2O SLATS CASE UR2TNN SHALL START W/E'ER THAN 11TOP, FOLLOWED BY#2, d3, •••••'THEREAFTER ALL TFI WAY; NO.4416 � h�. GiC�INC. �Q • ' \. F (.)DOWN.EACH SLAT d SHALL CONSISTOF FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDUREEO((,; '* -- - MUTT TESTING&ENGINEERING COMPANY' EXPERT SHUTTER SERVICES INC �A� .. - ".""nw.xew a,w=www,ewmo+s,ti A)tm 668 S.W.wHrrMORE DRIVE ADDING SLATS DOWNWARD BELOW d1 SLAT SHALL BE CONTINUE UNTIL d10 SLAT IS INSTALLED ER �� 2�2C7 (4 6n-+s7o.ra+:lxe)an-Inn ". OR ST LUc FL a a 20-064 _ ... 010 SLAT IS INSTALLED,ADDITIONAL d10 SLATS MUST BE USED TO COMPLETE THE TOTAL,SHU'{�RO'• STATE OF •� / .-man:t1te-G w.aom pHDNa,(6Da)7�9-B966IE rAx..(772)ae71-0i9G DRAWING H HEIGHT. ��� f� �P � �. SEAL/SIGNATURE/DATE W�w� .7 7tJr.P.E. (b)BOTTOM SLAT QMUST BE ALWAYS INSTALLED:.. ...... �� ORI �+•\\ o 441e7 :mnr w ._ .:SHEET SN OF 2e ...,,. ,. .. ._.. e ...... ._., 5/16'0 TAPCONS XL W/---, POURED-7' T--5/16.0 TAPCONS XL W/2 1/4'Min. 1'xl'x1/8 OR 2-x2-xl/B' CONCRETE' EMBEDMENT& 1'0.0x0 060'CALY, ALUMINUM TUBE.:_._ 1/4'sx3/4'ffW BUILDEX TEK SCREWS 2 1/4'Min. EMBEDMENT REQ'D, I STEEL WASHER 0 24 a c W/ 1'O.D.x0.060'GALVANIZED STEEL & 1'Q.D.4.060-GALV /���- / ,-/ ,� ,r �, ,r/ / ��:.y -5/16.0 TAPCONS XL W/-� WASHER® 24'o.c. I' STEEL WASHER®24 o.c. ;/,:! .. � / >, r � f1 / 2 1/4"Min. EMBEDMENT .f o _;l T_. ,; 0 24'o.c 0 �. ."'," I I POURED CONCRETE T— POURED CONCRETE "�3f - OR GROUT FILLED OR GROUT FILLED J I j CONCRETE BLOCK •rf I i y. .CONCRETE BLOCK °•.; •- �/' WALL REQUIRED. _ WALL REQUIRED. 0 I EDGE .EDGE ...,f F zi OPENING - -'� .. .,,:M•' OPENING T I _ EXISTING 0 II. EXISTING ,1�. M . _ CLASS-— ! J^ (BEYONGD) i (BEYOND) I ' (BEYOND) 1- SEE ANCHOR SEE ANCHOR G^' _ SCHEDULES ON n_ SCHEDULES ON' j SEE ANCHORSHEETS 18, 17 i m SHEETS 16. 17 r'r z - SCHEDULES ON VI ^ & 8 & 1B Ro A o SHEETS 16 17 � Min. SEPARATION I } _ Min. SEPARATION Min. SEPARATION TO GLASS I EXTERIOR TO GLASS �. / I �❑ TO GLASS II I EXTERIOR (SEE SCHEDULES, }' (SEE SCHEDULES "'� D(TERIOR (SEE SCHEDULES, '"""'Tr T' T N ON SHEET 15) I� ON SHEET 15) A 0 ON SHEET 15) j {� n s '�� j p -� � � O El II . oR E3 I o/s o/s 0/8 I 0/8 1, oj$ °/$ POURED CONCRETE 'y POURED CONCRETEi >l s OR GROUT FILLED- N /"� >; ,y:� I i OR GROUT FILLED,-' •*'� I IIi g POURED'CONCRETE CONCRETE BLOCK ,H OR GROUT FILLED.---"'� - CONCRETE BLOCK z I I WALL REQUIRED "" WALL REQUIRED. i .. CONCRETE BLOCK "WALL REQUIRED, s ' EDGE EDGE OPENING I F OPENING 0 •I{ II _�i n - MIN. E.D f .. _ . . { : �* 1 ._.. _... .._ MIN. EA ' -. - _ �-.1 1/2 xt 1/2 xO.062 xCONT.ALUM, tf � �, f�f",:,,? �� 2'x4'x0.062'xCONT. E ANGLE W/5/16'0 TAPCO14S XL W/ .,POURED CONCRETE} 5/16'0 TAPCONS XL W/ .'' 1 ALUM.ANGLE 5/16'0 TAPCONS XL W/. _T 2 1 4 Min. EMBEDMENT 0� 24'o.c. � 7 2 1/4'Min. EMBEDMENT_ - in,, EQ;I(. 2 1/4`Min. EMBEDMENT 4 24'o.c. .__. - - ®24'o.c. i WALL MOUNTING FLOORlCEILING.I TRAPPED MOUNTING BUILD-OUT MOUNTING —y— '--. `;+`1,{ iTTff1/,•V�—•`' ,.. . BUILDING CODE (Nan Hlgh Velocity Hurricapa.Zone)' , . 1{`� 1'![..'•�,Jqy .._. ....... o zozD mIECO wa t•LORIDA :: •. DRAWN fix: INSTALLATION DETAILS ON EXISTING POU ��CENSF p t3Llt us '+ c co�� RollingShutter3grdem oe a/zago CONCRETE OR GROUT ..FILLED .-CELL CON ET 44167 �N�• ' _ , - - 'TILLIT TESTING h ENGINEERING'COMPANY EXPERT SHUTTER SERVICES INC. DATE BLOCK BUILDINGS :*: * P��� �;, , ,;,� 668 S.W.WHRMORE ORWE 20-064 _ 1�/// w[,(/ PORT ST.LUCIE,FL 34984 7• ob- _ _. e-mo.-00 GGLtom ONL• SCALE: 3/16' = 1' %•O••, STATE OF � -0008719 800)749-9068 FAX-.(771)aTl-a9Da � DRAWING No•. i ••` WALTER A I1WT.Jr.P.E. �'. PN +m� 5�0 FCOR40P• .. FLORIDAu. 4416� `..,` .._mna:w- Fn� SEAL/SIGNATURE/DATE f ,P .. :::9HEEr a of IS ' - ',YT����IIIIIIIIIN1l1l` - .- - _ .._....-. EXISTING WOOD----.: EXISTING WOOD - •. . 5/16 0 TAPCONS XL W/ 5/16'O TAPCONS XL W/ TRUSSES OR RAPIER' TRUSSES OR RAFTER - t2 1 2'Min,PENETRATION 'f 2 1 2'Uhl.PENETRATIONS „1/4'OxS/4'ITW BUIIDIX •1/4'0x5/4'IIYI BUILDIX jt / ./l 1'al ki/8'OR 1'x1'xl/6 OR EXISTING W000 �''d 1'O.o.x0.060'GALV. EXISTING WOOD f!j O 1`O.D:�0.060'GALV. /' WGAL ZEO 2'x2'x1/8 TIX SCREWS W/ _ RUSSES OR RAFTER STEEL WASHER O 24'o.o. TRUSSES OR flAf1ER STEEL WAS HER O 24'o.c. AWMINIUM TUBE ALUMINUM TUBE lEl(SCREWS l I STEEL x. 5/16'0 TAPCANS%L WASHER 5/16'P TAPCONS XL x0° '� >•••"' Y ---,-:-..,...- �-: -.r. W/2 1/2 Min'- W/`'r r _ r.24 . 2L_.can?.�"'. �' i,,•.. x 6STEEL IX PEN ETRanON' �✓/.''f „_....^.'j. --..rt ,.�`• CNtn o is 0 24. 4 Tw IoE o.�. ry i - (2)2.4 OR (2)2'x4'OR 2'x8 CONT 2'6'CONT:r �...,, „w (2)2`4 OR t. (2)2 4 OR W000 HEADER AD i E D • {: I 2.6'CONT �' Y2-x6 CON THE REQUIRED REQUIRE 000 1{FADER WOOD HEAD ER REQUIRE REQUIRED r - 77�EDGE oE, ` -. EDGE Q6:..' - L.-.,- qF 5 'i\: ' .rn .EDGE'gE- '3i OPENiG i : OPENING' ) k OPENING 't4 1 d31.1 4J o OPENING ,l OEXISTING :: (BEYOND) EOND)EXISTIN 1 DRFgEXISTING GLASSEXISTING (BEYOND) mum GLASS,RBR q4 ®°fl 3 (2)2'x4'OR SEPARATION DDERgR 8 i (2)2'4 OR ...1 I t Min. O I Min. e s (z)2 6 I _...� TO Guns. tI.; ( I'; x 2'x6'CONr ; ,�.-4_- j TWo cAiwss = z?:62 coNr"",`v. 1. 1 sFPA:RAnoH � , . COM WOOD X smm aI 3,„; f1 WOOD SPUD 1 :. I WOOD STUD 1 t TO GLASS ' 3 STUD O 18':, y 11 '�I. SHEET 20) 3 �, 11 I` .O O 16'O.C.. 1`t, 1 . .; ` (SOi SQIElXCL Ox =. i 016.B.C. 1. (6B Stl®NE ON = D.0 MAX 1 1 ..- y{` - REQUIRED I. ja;--y .. SNET71o) .- �X) N MAX,REQUIRED 1 �1 20) REQUIRED - EE ANCHORS _ Nin. 20E SHEET t 1( SCHEDULE TT E RATIOGLAS v (SEE SHEET 20) _ I ' (SEE SHEET 20) ' b ( ) •tl ON SHEET 21 a- - .( o , F� 1 t t In 1 1 (SEE S011EDUE ox i I 1 I h Q 1 x sxDnr an) 0/8 1 it I 0/8 P I 0/8 ' (2)2'x4'OR \ .SEE ANCHORS / 1 ( I SEE ANCHORS ..". "'WA11 FlN51{ . (2)2'x6' .I \ I SCHEDULE �1; - 'SG{EDUCE EDGE1 yy I. CONY.WOOD ON SHEET 21 N EDGE OF- llll �I ON SHEET 21 �'7()j p I� OPENING T T I: I i STUD O 16' 1� �. OPENING 1I " � £• I I 'I. .i I b('�7�'� B � B.C.MAX. q O .. REQUIRED, i .:1 1 '�"'U .. »'^!. ( SEE ANCHORS E.° ; ::1 1 2 xt t/2'x0,062' (SEE SHEET ! ;1 y E n" �.2 x4 x0.062 xCONr. i LI CHEDULEi; / y I{ \ xcOM ALUM.ANGLE 20) t - ! !- \Ea\ .�,_s�...ALUM.AticlE �' >L t\( ON SHEET 21 . w \ 5/16'o TAPCONS XL '� ` �• c t.' l ``*--;;-5/16'0 TAPCONS%L }}} "W/z 1/2'Min. 0/8 1 1 0/8 iii 6S w/2 I/2'uvn. j Xr . - 'PENETRATION �r k . PENETRATION 1: '' }j 3 II ttt _ L• O 21'o.c. t `v:.WA11 FINISH 2 <'OR 2 x6•••� 1 �'VWL FNSH O 24'o.a 2•x4.OR 20x/8, j I 0/EXIST WO°D5`. 2 1'OR 2 I F'0Sy 2'St4'OR 2'x6', �., ,: ? "CONY.WOOD O 1 I ...EXISTING WOOD CONT.WOOD ` !"j 1 CONi.WOOD , i EXISTING WOOD CONY.W000 r�}g1ij DECK OR BOTTOM PLATE BOTTOM PLATE EXISTING WOOD' 60TTOM PLATE i'. .DECK OR �I BOTTOM PLATE REQUIRE° .DECK OR '�, ,r' +r'CONCR�SUB .:REQUIRED DECK OR $ REQUIRED -.,.M^"' CONCRETE SLAB i REWIRED CONCRETE 5108 . :..(SEE_SHEET 20) vx ,;.;;,. d.REQUIRED. ;(SEE SHEET 20) -•"- B SLAB (SEE SHEET 29). •�:,� REOUIRW.. 'I(SEE SHEEP 20) �..•'"`z„�, FEQUIREO•-{ . CO RE : - 4.,......-. IF WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON_.EXISTING_.__W00D BUILDINGS N.T.S. .,._ ._.. .... - FLORIDA BUILDING._CODE(Non Hlgh Velocity Hurricane Zone) ♦. t��P�.{.t T A��� 0 2020 nITECO INC. /71� �/j ORAwN BY: \:,Q�:•�\C•Ns. .J�: -. `i l:,au r u Y.P. v E C RoRfngShakorSystem 06/6/2020 No.4416 x< � ? 1 L E d 0 m DATE ---�' TILLIT TESTING a ENGINL2TIWo coYPANY, EXPERT SHUTTER SERVICES INC �'•// ars IaNTsa�>�v�cr9AAM rt an ea 866 S.W.WHTIYORE DRIVE o'•, STATE OF .-mc6:iTL9 o nLccm Po sr.Lu FL 54984 DRAWING H. CA 0006718 PHONG(600 746-9050IE PA%(771)9T1 0990 (k�C. wALTER A.nwr Jr.P.E 1 I<r. onxlvnox xva ",wswmal _ ._ ... \N . SEAL/SIGNATURE/DATE FLORIDA Ue./44167 'aaX urm 5H[Er 7 oF26 .... .. s E.D: I Dti �� EO a it OUREG .. - SEE SCHEDULES ON (SEE 017 L 1R• GROUT BLOCK'..` ULE$ON POURED ... E.O. POURED CONCRETE CONC OR GROUT FILLED F •---{1%�OR J O �'i POURED CONCRETE BLOCK ~7 /( SEE SCHEDULES ON (SEOHED CONCRETE OR OI OR CONCRETE OR SHEETS 17&18 SHEETS ) SHEETS 17& 18) CONCRETE eGROUT �oc I K GROUT FILLED til. \�\ (SEE SCHEDULES ONE CONCRETE I ) SHEETS 17&18) - BLOCK ., z.?so z '. .. ,�Z•,_-/ .549�—+---3.452' ,l p 1 Z :..:g+,._ 1Aj. ��,.��-,t, \\•.''�,,``\ �'�,,'j, _ --,��. /! 04'o.c. {p 1 OpgE1 � 7 LJ z•oR t- A �✓ - - OR E3�- f = 1 _ p •— �... UH _ t/2".,/4• E;O. L ®4"o.c. OR 1/6•SUP "\ 1/2•. 1/4' 'D t/2'. 1/4' �I f7) @ 4 O.C. 1/2 1/4 D Oft 1/6•SUP \J OR,j8•SUP SECTION W/ STORM BARS FLUSH MOUNT (WALL) \ .SECTION -"P-P PLAN):TRAPPED MOUNT BUILD—OUT MOUNt. - �--- BUILD—OUT MOUNT sc+iF:a/te•-,. OM 0-0_-(PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR'GROUT FILLED CONCRETE BLOCK BUILDINGS ...•..@OR,G� lL_ @OR© G OR G i I z.75o* t .. ®4"o.c. (�q} 111 �''• ,y ®4"o.c. f®4 o.c. t/2 t a' '4. '� B 4 o.G b✓' A OR 1/e SUP 1 •� .. t ' _•r _ (PLAN) ,/Z.,/4 ,/�r,/< ;' 1 r SECTIRIEN ORIENTATION I OR 1 B'SOP OR 1/B'SUP f 1/2',l/4' 1/2 1/4 1 .-1/2 1/q /2 1/4'MID OR / ti-11.�•OR 1/e•sup oR t/6'sup i( ( `OR t/e SUP aR 1/e suR@ WALL MOUNT END UWON SECTION 0-0.(PLAN) SECTION Q-0 (PLAN) �� SECTION R—R (PLAN, `J SECTION R'—R' (PLAN) `J ORIENTATION t ORIENTATION #2 ORIENTATIONS * & 2 ORIENTATION #2 � ®4�... q` WALL MOUNT END MUWON WALL MOUNT END MUWON WALL MOUNT INTER OR MUWON TRAPPED MOUNT INTERIOR MUWON INSTALLATION DETAILS INTO MULLIONS G,G1,G2 s -.. .._,..... ..... SCALE. / 1 OR SUP OR / SUP l" 1/ 1 4•e �•,/ 1 L// s . / „�4.._.. (2) 2"0" OR 0;1( v 2"x6' STUDS_..._ t/e , a•SEE SHEEP 20 (SEE DLE (2) 2"x4- OR / I ( ) �"t ON SNEET 21) �,* ALTERNATIVELY TO QH A2"x6' STUDS' o '� MIN. 1/2" �., 1./4"0-20x3/4" S.S. M.S. ' . ...' (SEE SHEET 20) / (SEE SCHEDULE t'S- oN SHEET 2t) PLYWDGD 1 W/ NUT MAY BE USED SECTION Q —Q MIN. 1/2' j7 I „�„•�._ FOR THIS CONNECTION ORIENTATION , 1 —'- -" --- WALL MOUNT END & INTERIOR MULLION PLjYWOOD—': r....._.•_. _,. .W.- 5—_�..,. 2 DR E3 t.750'.1^,.:2.250•. 2 O 1- _....._ .. .. y © �;• . t%a' O'er~ - �i1 `y{y{ FLORIDA BUILDING.CODE (Non High Velocity Ifurricane Zone) OR 1/9'SUP :. A 4•`O.C. 1�2,:, ,• ,,yy+tlill�^f,Fp � C 2020 TILTECO INC- .. a� ._. :. DRAWN 6Y: O OR 1/8'SLIP t..O�\ l- ... �•���i �y�y FLUSH MOUNT (WALL) BUILD—'OUT MOUNT �; ��CENS7r��i � Roll32�ig5huHerSyslem os%/D2o SECTIONS O'-0�.'(PLANS ` ( N0.4416 ` `' nwr TE�NO u cNa�INONo,cowPANr EXPERT SHUTTER SERVICES INC. DATE 1 1 W!S N a �ts«I ,.wrem+r�vt+ s.t�aitca 666 S.W.WRRMORE DRIVE 20-064 INSTALLATION DETAILS INTO EXISTING WOOD BUILL'#!TPsS STATE OF PORT ST.LUCIE F, SL98L. -mall:411aco0°ol.cam DRAWWG No CA-0008719 PHONE[ 6W1 740-4056,FAX,.(112)6T7-0990 '- WALTER A.nLLR Jr.P.E uv."' oomrna, ua wr."° ocwnow . SCALE:1 4• -'1 4 F - FLORIDA Uc.d 4416? -, a°n-xu " rt SHEET 8 Di 2e / q��,c`•••, CORI��.•��r.P,tLt SEAL/SIGNATURE/DATE - ''r�fffN111111111NN1\A4�` f----�i 1/2 Min. E0 -3 -4�1.1/2 Min E.D. FOR 3/8'0 CAUL-IN ANCHORS = (4) 3/8'0 CALK-IN ANCHORS OR - - -3 Min E.D 3 Min E D.�FOR 1/4.0 SOLID-SET ANCHORS .' (4) 1/4'0 SOLID-SET ANCHORS OR ` (' I (4) 3/8.0 KWIK BOLT TZ EXPANSION ANCHORS OR (4)ANCHORS* PER 1-`---4. Mm. E.D. ...... Mi.. E.D--1--FOR 3/8.0 WK BOLT R EXPANSION ANCHORS (4) 5/16`0 TAPCON XL ANCHORS STORM BAR CONNECTION, t ...3 1/0,Min. E.D„ _3 1/8' Min. E.D 5/18 FOR 5/16`0 TAPOON%L ANCHORS _ ,., I" '3 1" SEE'TABLE 2 ON SHEET 23- - "0'7APCONS%L W/ _ EDGE OF..SLAB! EDGE OF SLAB - : - 1" -- ./~(Typ.TOP & BOTTOM) 2 1/4'Min. EMBEDMENT IF AP?LI gy-I. IF APPLICABLE & 1 O.D.xO O80 GALV _ c STEEL WASHER 0 24'o.c DIRMOR -- ? 2"x2-xl 8`xO'-5' 5063-T6 ALLOY) POURED CONCRETE 4 - Mm POURED CONCRETE II 2 '® "'`"'• ' (fca3 Kai)5 in. ;; (T'c-3 Kai) 5'mina. - .2 '� © ! (2)ALUMINUM 0 14x3/4" ITWDEUILUEX THICK REQUIRED II I'" -.! '.,.' .- s/16'0 TAPCONS XL. THICK REQUIRE :1".,. SCREWS TO STORM BAR UK II W/2 1/4'Min. - If EMBEDMENT& ' _5. (Typ.TOP & BOTTOM) . II- 1"O.D.x0.060'GALV. _ - - II__ STEEL WASHER®- _ !. _- - - -. -- '- - .SECTION S~-S II 24"o.cr_. _ .: II .2_li .�' '�? 41 .!, II h.-.._BOX - uT ' T;�. 1.. NE 11 .. '(.^..MAG1 SCREW FULLY EMBEDDED IWO ANCHOR . Ra ANCHOR: tt......, .-..W.,,BOX 1' Min. FOR • WIND ZONE 1-3 t i.3I I I 8'- DETAIL A 2"Min. FOR it I, I _ t SEE STEP 3 ON SHEET 14 FOR SPECIAL!, 1/4"0-20 OR 3/8'016 MACHINE SCREWS USED JOINTLY W/ L. -•'N i.:: -!: 1 1 4"0 x 3 4"SOLID-SET OR 3/8'0 x 1 1/4'CALK-IN ANCHORS , WIND ZONE II >^' I TREATMENT FOR WIND ZONES THRU 3 a a 1" Min..FOR 11 I' RESPECTIVELY SHALL BE LEFT TOGETHER W/ANCHORS AT THE TIME: 4 .. .._-:.�_...... .. .. :`.'.-.,.'••. - 'N WIND ZONE-�I i _ I STORM BARS ARE REMOVED DEF. )(SEE A. 1-3 t it ! I EXiFRioR in II SEPARATION TO I° ! o Ii I I iI (2)ANCHORS*'PER Z ..� GLASS _ 0 2" Min. FOR it STORM BAR CONNECTION, �0 B(SEE SCHEDULES ON I A WIND ZONE--•+I 1 I fr w -SEE TABLE 3 ON SHEET 23 o I SHEETS 15 & 18) I 4 'i _� BE N0 (TyP. TOP & BOTTOM) ei II iEXiEftlOR �N II 1� O 3/8"0'CALK-IN ANCHORS OR ;7 o. II I I _ �. I SEPA AMON TO' .I (2) 1/4'0 SOUR-SET ANCHORS OR r%" In II ! GLASS `:.' - (2) 3/8'0 KWIK BOLT TZ EXPANSION .: : ! ✓'. f !'.; -- D;, (SEE SCHEDULES ON I A ANCHORS OR 1 II I. 0 p SHEETS 15 & 16) I - (2)5/16'0 TAPCON XL ANCHORS II EXISTING--iI. , GLASS - 11. I ! .. K E)ffERit)R 2 2°x2`z1J8"x0'-5'(6063-T6 ALLOY) ' EXISTING 11 i i 4 .._� .,:.'I .�.. $' - 2 � ALUMINUM ANGLEEA SIDE W/ CLASS II I' S t ' r...-••^^• _ ITW (TYR TOP/BOIION)ii (TYP.TOP/BORON) ' ^)";,.. 5"1. SCREWS.TO ISTORRMs BAR.QUILDEX TEK I (Typ.TOP & BOTTOM) (I� m— g SECTION.81 S1_ trip,TOP%80noN)ii I ' PP.TOP/B-09) POURED CONCRETE MINI ED E.D ..Ll 1/2;x1 i 2°xO.062°xCONT ALUM. iI- ® (f*c i) ANGLE WM 5/I6°0 TAPCONS XL W/ - 3 kai 5` min. �- /'` • "'. K RE UIRED S/16'0 Tin. EME%L EN .2 1/4' in. EMBEDMENT 0 24"o.c. - 2 1/4 Min. EMBEDMENT WALL OUNTING. EDGE.OF SLA' (POUR REFE f ! EDGE OF...SLAB r� - . .. IF'APPLICABLEI 6 min.TFIICN READ I IF APPLICABLE `�� (( �!/i FLORIDA BUILDING COOS (NOn High Velocity Hurricane Zone); �1/2"Min. ED - 1/2"Mina E.D.-- FOR 3/8'0 CALK-IN ANCHORS `��� .I,.,,•.• ii��' 020go TILTECO INC. nr +*# 'DRAWN aY: Min. E.D r--3' Min. E.D.--I—FOR 1/4'o SOLID-SET ANCHORS .• (C E(1f 5+eUi`1-,luir� bF _ Min. E.D 4 Min, E.D.�FOR 3/8.0 KWIK BOLT TZ EXPANSIO jXIiCR0)i5 V _•��� .,,T, - RO]lizeg ShuNarSys/am uej6/zoxo ..,.., I----3 1/8" Min. E.D. . 3�-^S•1/8" Min. E.D.--}--FOR 5/16'0,TAPCON XL ANCHO f No.[l4j 6] 5 .':, " :t\r•®_Inc.,. �DATE' a L nwT TESTING ENONEERINo COMPANY EXPERT SHUTTER SERVICES INC NN.JON sa,sL.w wmxw crxro¢n u:ee. 688 S.W.WHITMORE DRIVE .. FLOOR TO CEILING/TRAPPED AND WALL MOUNTING:STORM.BAR.,...OK """`a"'m°oA-I30.,Fm,°°"°'A_�"I PORT'ST.LUCIE,FL 34954 l 200-064 - . -o'•, STATE OF - IL�t1�8'M.com PHONE:t8DO)T49-0O66,FAX 0T2)0T1-060 MWD70 No SECTIONS.V_ .�D' FLORID?, auT Jr.P.E. �. .. o.x . L4�'c4C` �.1-KE. SEAL/SIGNATURE/DATE FFLLORIDA U1..y 4•t161 .._am xAa� r,Ne • sxEET 0 OF 26' SCALE:3/16•m.1' _......... i. tS �..., _:<��_ _ - W � s _, llllllllll11dy1 __ - `":-`--•'.-^9.' Min. E.D. - .. 9` Min. E.D. r-FOR (1) 3/4-0 KWIK BOLT TZ EXPANSION 2>.... " ANCHORS ® END AND INTERIOR MULLIONS � '�'�- 1 1/2" I ©&® (ORIENT TION•#t) AND END ' MUWONS©& GI (ORIENTATION Q2) •• - 3" I• �„ FOR OR 30 IN KWIK BOLT TZ EF PANSION 4 t -----9' Min. E.D.----•� - 9` Min. E.D.— ANCHORS / INTERIOR BOLT TZ Ey' ���___lll „ 1 __•• _. (ORIENTATION #2). G EDGE OF STAB EDGE OF SLAG 2'xD 3"x3'xt EXTERIOR IT 1 1 6' EXTERIOR IFrAPPGCABC£"i ; I I 1 I I ! �3F APPIJCPHLE 6' / � (6061-T6 ALLOY) Alum.ANGLE EA. SIDE,W/ . 3`x3`x1/2'x0'-4' I (2) 3/4"0 U BOLTS _.. -- ---• - (6061-T6 ALLOY) alum. TO MULLION�G & 1 1/2' POURED CONCRETE 11 �-'•'« ; (t'c m 3 ksi Min) II 3 ANGLE FA SIDE W/ (2) ,.. .. (1) J/4"0 KWIK BOLT TZ r (; R 3/4"0 THRU BOLTS TO ' 1 1/2' EXPANSION ANCHOR r. 1 1/2" B' MJn. THICK REO'D. II _ _ MULLION n& (1) 3/4 0 j-s _ _ W/ 6" Min. EMBEDMENT •--1-. KWIK_80L'T'TZ EXPANSION 1 1/2'- - TO POURED CONCRETE ..3�•+--3 - N ANCHOR W/ 6' Min. EMBEDMENT TO POURED - (Typ.TOP & BOTTOM) p CONCRETE (Typ. TOP & 4' II BOTTOM) ._ I GLAss"G�1l �1 1 SECTION X1-X1 W/Q * ALTERNATIVE SECTION X1 X1 wma'* --II Min•• - (END & INTERIOR. MULLION); END & INTERIOR MULLION zD GORG1 G 41 (W/_ORIENTATION " 1) ORIENTATION 2 y N II - 4 1 1 2 1 1/2 . 1 1 2 1 1 2" z II 3"x3"xt 2'x0'-4' ,� / / Ina II In (6061-76 ALLOY) '- II I EXT OR Alum. ANGLE EA SIDE W/ �' t{ . _ II :: I (2) 3/4.0 TH�U BOLTS -�- 3' } �, _n 3" . Ix o w TO MULLION Gy &--- '� 3jI II I ® O 3/4"0 KWIK BOLT T2 •- :..!. G T ..............'. - ..........1• G):t l 1 0 n ) EXPANSION ANCHOR N Q/8 Or'..L .. —:... .:., ..... Q/8 Or W/ 6" Min. EMBEDMENT TO zo .Or. �v"�"._ -_�. POURED CONCRETE (Typ. 4` EXTII2IOR I I EXTERIOR o g R/8 I ,r R/8 or TOP& BOTTOM) I I N RT/8 ii I R"/8 G t e"EXTERIOR ---iii d I If I ®• - 1 1/2' ?:•3 x3}xt/2 x0 8' 6061-T6 ALLOY) '3'x3 z1/2 x0 B" (6061-TG ALLOY) (TYP.TOP/BOTTON)�i (IYP.TOP/BOTTOH) ( `-Alum ANGLE FA SIDE W/(2) 3/4"0 . !!! - --^i- Alum. ANGLE EA. SIDE W/ 2) 3/4"0 1 1/2" THRU.BOLTS TO MUWON G & (2) '.�., p %40 KWIK DOLT TZ MULLION 3/4'0 KWIK BOLT TZ EXPANSION 2-?-2' ANCHO ANCHOR W 6"Min. EMBEDMENT TO R CO 6" Min. EMBEDMENT& TO POURED CONCRETE T • �;: 3 POURED CONCRETE (Typ.TOP & (Typ. TOP & © 1' SECTION X1-X1 W/(R* BOTTOM) BOTTOM) II II F � POURED CONCRETE (fc 3 ksi Min.) '(END & INTERIOR MULLIO.t�� _.(.END MULLION ONLY ,.(INTERIOR MULLION_ONLY1 ` J i( f t� a Min. THICK REO'D. (W/`ORIENTA710N 1_11' ALTERNATIVES SECTION XI-xi,W/. EDGE OF SLAB L.1. II s;i I EDGE OF SLAB ( - . . IF APPLICABLE ($..Xht.) ( ORIENTATION.f 2)2) FAµ Wf.ORIFN IF Arru f FOR (2) 3/4`0 KWIK BOLT TZ EXPANSION -" ..>.... .._. _.- (4�tXS"). J. Min,E.D.—^' '-'-9" Min. E.D. ANCHORS 0 INTERIOR MULLION® • SIDE RAIL QD AND BOX NOT SHOWN FOR CLARITY (ORIENTATION #2), I. •••-^•^-^n9' Min. E.D.--••--=---•-- ---0" Min. E D �r-••�•�.'�:•FOR (1) 3/4"0 KWIK BOLT 1Z EXP Sl y --•..• - ANCHORS 0 END ANO INTERIOR l �ui i FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) ©& (ORIE TATION #1 & �' _ "O2o2GMTECOINc. .-:.oRAwl((rr: ENO MULLION G1.(ORIENTA'T�( 2.•\LENS :./��� a H.P. FLOOR TO CEILING 1 TRAPPED MOUNTING.MULLIONS(G).OR( ,, a` F^si p'L �,.`►® RollingShuNerS�tem os�e/2e2o SECTIONSW=1, _... _ No.441 �' - ..>. INe. DATE E PHONE:(668 Sa9�ER SERVICES INC. TIWT TESTING 9 ENGINEERING COMPANY' PERT SHUTTER S.W.WHITM RE DRIVE (JPSJait`t0.10.mnn:(ws�j�it lail�t� PORT Sr.UqE,FL.3 986 `- ZO-DG4 END,&INTERIOR TRAPPED MOUNTED_MULLION INSTALLATION _ STATE 0 2� ~mwCA-0006719 cum FAX-(Px)e71 e9Ga DRAWING N ............ ._. y�' :' WALTER A Hurt Jr.P.E. ttucrnw oN[ m. to a�nx:._.. art. . SCALE: 1/6" 1" �yO,C''.,FCDR�D \', SFAL/SIGNATURE/DATE FLORIDA Ue./MteT •m tr-,.r; .�, SHEET to of 2e m.x. ... .. / �rJti1111111111111 .. .. 4) ANCHORS ._.._ �I }-.--,4` Min. E.D. Min. E.D: 1 - 3•x3•x1/2"x0 4 (SEE SCHEDULE #l)"'': (SEE SCHEDULE #1)-1)� SEE SCHEDULE #1) 1^ (6061-T6 ALLOY) OSEE MRXINUN©(INIE1?IOR)&©1 END&INTERIOR)TRAPPED t10UNIE0 MULLIONS OF - EDGE OF SU+B AD— EDGE ._ 3 Alum. ANGLE EA. '! AN COVERED 8Y SCHEDULE 1b'FOR INSTAOATION CASES I,Ia&U ON SHELT IF APPU6 LE 1 IF`� PLICABLE . , THRUI SIDE W/O TS 1/ 25. - "` T TORMUWON 2 (LIMITED LOAD,MUWON SPACING AND SPAN INSTALLATION): o�x�, 4"IXTERIOR -RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH tti0.8 _ ... "�..1;_. _ s.f.MAXIMUM A.S.D.DE51GN PRESSURE RATING, II 3 I I I 12•-O'MAXIMUM MULLION SPACING. RSWIAKINOM1 R POURED CONCRETE 3'x3"x1/4"x0' 8" I 'i, I .1. SEE SCHEDULES p, &12 FOR ADDITIONAL SPECS. li 1 (f•c=3 ksi Min.), (6061-T6 ALLOY)— SEEDII I SCHEDULE S1. Alum.ANGLE EA. SDE- . I/2' , B" hRU ( � +-RESIDIN AND COMMERCIAL APPLICATION W1 08Pe1 W/ (2) 1/2" M UM A.S.D.DESIGN PRESSURE RATING,8D . BOLTS TO MUWOND `' 1 1/2' '., MAXIMUM MULLION SPACING. SEE SCHEDULES B1 &J2 FOR ADDITIONAL SPECS. -g ALTERNATIVE SECTION X1-XI W/(G)* - - ) .!_l- `' INSDUAIKN OKE H-COMMERCIAL APPLICATION FOR t100.0 Pat MAXIMUM A.S.D. - 1 1/2' DESIGN PRESSURE RATING„W-O MAXIMUM MULLION .-•� SPACING.SEE SCHEDULES o i1 Min. OR G1 (4 x6" INTERIOR MULLION ONLY W/ ORIENTATION 2) &j2 FOR anDNu 'o o ( Y' 1%2� SPECS. LES g, AD 2)ANCHORS--•"�I s .. `� p I _ , _ ..._,.6"__ ..-_ •,1• (SEE SCHEDULE n I 3'x3"x1/4"x0•-8"-. ,. r- * (6061-T6 ALLOY) 1 ALTERNATIVE SECTION XI-xi W/: Alum. ANGLE EA. SIDE rn a - W/ (2) i/2"0 THRU .C),.�., ....,` g• ,__ . o I BOLTS TO MULLION® x8" INTERIOR AND END MULLION W/ ORIENTATION # 1 �a4 1 .. I o Ul D G1 i 4 SCHEDULE 41: I, Q�8'or,-. 1 s r-. —._ Q/8 or I. EXTERIOR 41N SLAB IN EDGE Z U lr...... f I INSTALLATION THICKNESS ANCHOR TYPE&SIZE(TYP TOP&BOTTOM) MIN.ANCHOR DI TANCE FOR o In R/B Or, 'A. I R/8 Or (4)ANCHORS---^'+,� .. CASES REO'D. EMBEDMENT; ANCHOR R'/8 II R^/8 (SEE SCHEDULE1) Ch._.1 1/2' 3/8'0 HILTI INC HUS-H SCREW 3/0•0 POWER FASTENER t p I (lp"7 1 1/2• WEDGE-BOLT ANCHOR FOR©& (INTERIOR)MULLIONS 2 1/2' 5 1/2- D W/ORIENTATION 12 -. 4" W/2.0 HILTI MC HUS-H SCREW&:1D 2'0 POWER FASTENER " ' - ' ALTERNATIVE SECTION X1-X1 W/(G EDGE-BOLT ANCHOR FOR (EN &INTERIOR)MULLION 3• g• II I ® W/ORIENTATION r1. _ I j: X1 ii I X1 (ex8" INTERIOR MULLION ONLY W/ ORIENTATION # 2) niUWONrs W/ORIEENTAIONr#2 (END ULINNW1 R 2 1/2- 5 1/2' +.. (TYp,roP/HDTTON)II I (TYP.Toe/BOTTOM) ..... ORIENTATION IT). I. 0 ..,. .. ._. 3'x3'x1/4�x0'-8' .i L 4' 1/2"0 HILTI INC NUS-H SCR & 7/2'o POWER FASTENER _ �..._...._.._._ ��F''WN 8 {� (6061-76 ALLOY)Alum. .• ..L,. WEDGE-BOLT ANCHOR FOR(0)& END OR INTERIOR 3 6 _ 3^ ANGLE EA SIDE W/(2}`^+L ----- roe - "T"! uWDN)w/ORIENTATIONS/�"t oR�i { 1" i M LLIONHGI BOLTS TO -(`f'�'�') j - 1/2 0 HILTf INC KYAK BOLT R ONLY FOR C&®INFERIOR �,�ORIENTATION,)z)&®(t?ID MUWON W/ 3 1/4' 7 1/2'.. �,J-/ I, . ' I + " I'EDCE OF S(A8 ^""'Y'X 6'8"���R n g� 1/2 0 HI ANC NUS-N SCREW OR I/2'0 POWER FASTENER G1 '� EDGE-BOLT ANCHOR SEE NOTE ON SCHEDU 1b N IIF APPLICABLE SHEET 25.VALID FOR END . INTEP40R MUWONS�G&8 3 6 EOGE.OF SLABI Min. E.D. .� Mm E,D. �I ' -' W/.ORIENTA770NS d1 OR#2....IF APPUCABLEr• (SEE SCHEDULE #1) (SEE SCHEDULE #1)'1 (4) ANCHORS _ SCHEDULE#2 ' POURED CONCRETE � .(SEE SCHEDULE ":1. (f c-=3 ksi Min.), .. .. SEE SCHEDULE g1. 1 1/2.•-+) 4 -- 3 ="-i _ �N CASES ON THICKNESS ANCHOR TYPE&SIZE(TYP.TOP&BOTTOM). MIN.EANCHOR DYENr D TANCE q OR i ALTERNATIVE SECTION X1-X1 W/(G * RE°'D_ •`Ri s sc & FASTENER ANc o FLOOR TO CEILING!TRAPPED MOUNTING:MULLIONS OR '. 5r FocE-Boil INC H SCREW s/e'o POWER EMB T.L h II 4' 2 1/2' 7 1/2' secTlONsw-1.. INTERIOR AND END MULLION ONLY W/ ORIENTATION # 1) FLORIDA BUILDING CODE,(Non High Velocity Hurricane Zone) li III LIT' Q END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ` `.f a' `���� .. (/ i/" o zozo nLTEco wc, }��'a Iz fi ius DRAWN.Br: P 15, APPLICABLE TO A LIMITED LOAD,.MULLION SPAN AND MULLION SPACING'II� LA�I �� Rom ' �!@`.O . Rolling o6/8/2oto —- i 4^ _ .: ..�. DATE SCALE 1/8. _ ,' = NO.44167 * , TI TESTING&'ENGINEERING COMPANY /PERT SHUTTER-SERVICES INC. • �"»i n.w.�cv.st,53a am.xnman wmoas.n.a�36a E^ 668 S.W.WHITMORE DRIVE ODDUp t a]D.ro.,ODsten-w, 20-064 _ * r PORT sr.tuc E,rt 34asa S*•• o—moil:Uk.coeaai,wm P DRAWING No • SIDE,RAIL QD AND'BOX NOT y a STATE OF - CA-0006719 PoGN[LBD6)7/9-Base RD(77?)871 Do" SHOWN FOR CLARITY WALTER A.7 LLIr Jr.P.E. °�w Dave o„< r �"xa •^^ FCORI�Q •\� SEAL/SIGNATURE/DATE 11DRIM Uc.�•44167 aD;, at. .. . ..- ._ .. '6HEEr1GAor26 /ONA1 ' '��ArAmnHulua``` EDGE IF APPUCABLE-�, 2 xMULUON DEPTH0/8'Cont. .1 �;�. �` , rALUM, TUBE{TOP & BOTTOM) W/ 1/4-0x3/4'ITW BUILDEX TEN SCREWS 7 3/4 .�5/16'P TAPCONS XL W/ 2 1/4" W/ 1"O.D.xO.060'GALVANIZED STEEL " MIN. E.D. - 2 1/6 �,. Min. EMBEDMENT® 24' o.c. /' WASHER®24'o.c. .' Min..EO .l_ / 1 1/y" ;� ""^= -i /�• - EDGE IF APPLICABLE EDGE IF APPLICABLE 7 3/4" Min E - CONTIN000S POURED - _ , I D _ 2 �:: CONCRETE(f'c=3 km Min).\ T -T� --� 10' _ 2• I ... .�, •�.. t- - - - 7 3/4 Min., E D , -_- - 8 Min THICK REQ'D. - - I -- - - ," 2' END CAP POURED CONCRETE (--......... — . 7 3/4" y I I (f'c 3 ksi Min) EXTERIOR POURED CONCRETE T p Min. E.D. EO.• Eq: ' I 8 Min. THICK REQ D (f'c = 3 ksi Min.) - 4"EXTERIOR \ 4^�. 8" Min. THICK REQ'D. F fI i I EXTERIOR ,� I i OR G1 4 G OR 0 G1 OR . m ® - c• �: Al T. 7 3/4 m E.D - �. 2 i ' m R Q/8 Or 7 3/4" Min E U { R 8 OF it I I i x4 x4"s3/8' _. R T3 Or 4-x4-x3/8- (6061-T6 ALLOY) 6061-T6 ALLOY) - 4 rn R]/8 q I I .R]/8 • . —T - 'Num.ANGLE E0. SIDE. EDGE IF APPLICABLE J Alum.ANGLE EA. SIDE, o •G;__ i _ EDGE IF APPLICABLE,/ - L D EXISTING__it-M'n• I D';(WALL MOUNTED SHOWN, MAY BE SECTION X2-X2.W/(G�''OR * ALTERNATIVE SECTION X2-X2 W/(G�OR.;�r6l* on �`n ALSO INSTALLED TRAPPED MOUNTED 3M clJss n I I PER SECTION R'-R' ON SHEET 8.) (END & INTERIOR MULLION), (END & INTERIOR MULLION) y D I I ORIENTATION N 21 =N ,�j t/ts`\'� (W/ ORIENTATION. 1) (4°z6„ 0� 4„8 Mn. E.0 1" 1 1/2"xl I/2"xO.062"xCONT. ALUM. (6'X4" OT 8 X4") 7 3/4-. '" .. "ANGLE W/ 1/4"Ox3/4" ITW BUILDEX �. MIN. E.D. . 1 TEK SCREWS 0 24" o.c. TO TUBE. 1 1/2- ..,.. ...,..: .. s, • $yA � J {� -••:•( •,; IDE RAIL DQ NOT SHOWN FOR CLARITY ' ' CONTINUOUS POURED -- 7- 10' CONCRETE(f'c=3 ksi TGn.) 8" Min.THICK REQ'D. I �i � I X2 X2 1 6 I (Tw.TOP/@OTrON) 1 1/2 !rt �'x.. -. I 1/2• (m+.toP/6o1mM) . 4'x4"x3/8"x0'-10'(6061-T6 ALLOY) Alum. ANGLE MIN.E4D. =Eq. .Eq "EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO MULLION ' • & (2) 3/4"0 KWIK BOLT TZ EXPANSION ANCHOR II jyj 'j .! FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone), `� •� \' W 5"Min. EMBEDMENT TO POURED CONCRETE {({ 'ar'a •'l.\ •X."`'�\ 1\ / �� l�• '•`�/,.�i� � i 'o YoxO 71L.TECO iNC. • WALL (TYP.TOP & BOTTOM). ���� .•••.•,• •,� DRAWN 8T:�p� ,t p . EDGE IF APPLICABLE_- Q'••'' 'EN I L E C O RollingShirHarSgalem 06j8 T2'20 WALL MOUNTING: (G�OR ., r` ; '" "�—"` �N�' EXPERT E POURED CONCRETE WALL. _a c N0.4416 -_ nuli TESTING a Ee1cINEERwO coMPANv T SHUTTER SERVICES INC. SECTION W-2 's 7Il J/' ] `uA.4c0.vxceM'm°"•n n,99 688 S.W.WHITMORE DRIVE °] r"xa,.,1]m - m.Fm:0es16n-,n. 20-064 ENp&INTERIOR WALL MOUNTED MULLION INSTALLATION. a-m98:Olkco@9o.com PORT ST.LUOIE,FL.34984 s�' STATE 0 CA-DD06719 PHONE:ta90 749-9oSe,TAX:(779)e71-0999 DRAW NG No L�'', F� WALOIU A n 44.1 4.P.E, m .9ournax -wn xrv. .....xwvmx S/�y�,�. .1�8 _....'�. ., GRID .• .SEAL/SIGNATURE/IMTE' nARIDA Uo.�44767 , Dun n-]w x SHEET 17 OF 26 '///FTlhOrr LiNlLTt111���� ... ,_ _.• _ GE ..1/4`Ox3/4'HW.BUILOIX TIX SCREWS EDGE IF APPLI CABLE EOCE IF APPUCABLE^y 2•xMULUON DEPTHx1/8" Cont. W/ 1'O.O.x0. GALVANIZED STEEL ' rALUM. TUBE (TOP & BOTTOM) W// WASHER® 24''a.c. - —— 4`• -+) \ - -2 1/2\ \`'' / EDGE IF APPLICABLE 7 1/2"r. E.O. ) ' � 5/16'0 TAPCONS XL W/ 2 1/4' 7 1/2• MIn. E.0 ''�, Min. EMBEDMENT 0 24" o c �---—— — 2 'MIN. E.D. I a----- 7 1/2"Min. E D T 2 ? i -- }- .. M-....... _. A — ( / I POURED CONCRETE P �Y POURED CONCRETE (f'c - . OR - .. ...... ._ I ( 6" Min. THICKNESSe4j"94'xl/4�" XrM 3 {/2" \ I \ / (f"cMf T Min.)-- REQ'D.' - 3 ksi 6 n. HICKNES(4 REQ'D. / CONTINUOUS POURED: I I END CAP - � p• OR G1 �J I j I T�..EQ, ED.- I � - ws 7 1 2' CONCRETE 1'c-3 ksi A4n. �'I 7 1/2" Min E.D--- ,- ? �. 7 1/2'Min. E.D. — 2 'I ) \l6"Min. THICKNESS 1::.•._. fi.61. ALLOY) �,\ .. ,.q......:d I — 4"x4"xl/4"oREO'D. � 6061-T6 ALLOY Alum. ANGLE EA. SIDE. 1 .. I -' G@OR G� EDGE IF APPLICABLE Alum. ANGLE Fh SIDE. EDGE IF APPLICABLE 3N z I 1 Exr>RRIOR ALTERNATIVE SECTION X242 W/(G7 OR CG�'* ALTERNATIVE SECTION X2-X2 W/ (G D* NN WI - I INTERIOR MULLION) ND & INTERIOR MULLIONS) : o W ORIENTATION 1 ix:, V n � IFR W. ORIENTATION S.-I �.....-) o N Q/8 or 1 or (4"x6' or M1"x8") (8"x4") R/8 or i or 8 R'/8 u O SEE MAXIMUM©(INTERIOR) &©(END & INTERIOR) WALL z :- ( SCHEDULE 2b F ' , MOUNTER MULLIONS SPAN COVERED BY OR - �w it t (WALL MOUNTED SHOWN, MAY INSTALLATION CASES I' & H' ON SHEET 25 uw�l IXISTING D M'n I I ;_ BE ALSO INSTALLED TRAPPED (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): cLAss -`l I I MOUNTED PER SECTION R'-R' ON SHEET 8:) INSTALLAMON CASE I' - RESIDENTIAL AND COMMERCIAL I \ 2 1/z \ ;• i APPLICATIONS WITH ±60.8 p.s.f. { Min. E.D - 1_ 1 1/2"x1 1/2"x0.062"xCONT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE I 7 11/2^ `- --'-- * h ANGLE W/ 1/4"00/4" ITW BUILDEX RATING, 12'-0" MAXIMUM MULLION I MIN..E.D. -�T. TEK SCREWS® 24" o.c. TO TUBE, SPACING. VALID FOR CONNECTION-TO 1/4 1 W HILTI INC HUS-H OR '•. CONCRETE / I •-�-- � w. � � POWER FASTENERS WEDGE-BOLT ANCHORS. 3 1' 2" r 3 1/2"a" ® INSTALLATION C45E II' - COMMERCIAL APPLICATION FOR f 100.0 1---- - \ I I X2 ps.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-0" (na.TaP/6mrcm) _L.._ _..- : . -__- M.roP/eorroN) -1 1/4' _� ill 1/4" MAXIMUM MULLION SPACNG •VAUO FOR CONNECTION-, — M LU I N TO -.. y---------_-� -- -, - CONCRETE W/ HILT] INC KWIK.BOLT T7 ANCHORS. 7 1/2" CONTINUOUS POURED i E,4 x4 xt/4"xO'-6`(6061-T6 ALLOY) Alum. ANGLE --_ MINI E.D. ,. CONCRETE(Pc=3ci,, 'EO--;-EQ .EA, SIDE W/ (2) 1/2"0 THRU BOLTS TO MULLION Mn) 6 Min. THICKNES,\` & (2) 1/2 W/ 3 `0 KWIK BOLT TZ EXPANSION ANCHOR • SIDE RAIL®NOT SHOWN FOR CLARITY ,� ' 1/4" Min. EMBEDMENT TO POURED CONCRETE WALL. (TYP. TOP& BOTTOM). 11 III /'. � �, �(�l•Vj .. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) EDGE IF APPLICABLE:. \` �� �.�, .. _...., .0202o T0.TEfA M. _ muwN e'n . ..... WALL MOUNTING:MULLIONS"(G�OR ;: ��`�P,• ' , POURED CONCRETE WALL V\OENSF Y.P. SECTION W 2 i _ �� byRoBbya�Yrt IS 06/8/2020 N0.44167 .. E C V LNG .: ... DATE OEND&INTERIOR WALL MOUNTED MULLION INSTALLATION — T T'STINC&ENGINEER HO COI Pam'e 668 W.WHIT SERVICES -T,.: I�r' rno".°tli(xulei"i-',u'.'� cc '-iss, 20-064 ��j� EXPERT INC ,. ....... STATE F Q` �% PORT Sr.LUCIE,FL.74D84 / � �-moll:NtecoOaol.com ORAWINO No APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING L S �,; e�>,•a�Se,FAx,,,,,,a„_Dote ..... WALTER 0.TLLIF Jr.P.E sv.w on tnmx oue . .,,. ._... / �� FLORIDA Uc.8 44,BJ .. SCALE: 1/8',p 1" ` y��'tS%•"" `.� \��� P.E. SEAL/SIGNATURE/GATE an a-wr ""' .SHEET I IA OF 2fi 0' Min. E.D, --- ---G" Min. E.D "�'OR (1) 3/4'0 KWIK BOLT EXPANSION % �2 I4. �'�`— -'ANCHORS ® END MULLION 3"x3"x1 2"xO'-4' - - ,' (ORIENTATIONS #1 & #2). (6061—T6 ALLOY) Alum. 1 1+2 FOR (2) 3/4"0 KWIK BOLT TZ E PANSION ANGLE EA. SIDE W/ (2) 3/4"0 THRU BOLTS TO 9" Min. E.O_--,:� .--„S" Min. E.D .. —ANCHORS® INTERIOR MULLIONMUWON & (1) 3/4'0 1 1/2. ��.... (ORIENTATION #2). - . ;I KWIK BOL TZ EXPANSIONS EDGE OF SLAB IEDGE OF SLAB ANCHOR,W/ 6'•Min. ' t EMBEDMENT TO POURED 'r VAPPLICABLE� I -.. I t I1'.I l I IF APPLCABLE CONCRETE (Typ. TOP & BOTTOM ) G 2 �" EJ(TE}iIOR POURED CONCRETE.,' I" f - d• �(f'c = 3 kei Min.).. p + 8"Min.THICK REO'D. it 1! EXISTING a l; cussSECTION z i^n ii MIn I 2 .,,{.END MULLION ONLY oN n I 1 1/2" 1 1/2- Wl ORIENTATION : 1 t l 2 t.t 2 F N I ��"x4:•� — t..._._ 3" 3e Q'/8 �t ! .... Q'�g o n 1 4 DMIOR - �a G2 . a" EXTERIOR ow I• 't 1h2. 1 1,2.. r ^ r, I: -..II 3 1/2" 3 1/1"-»� j ( 'TDP%BUTfON)j1 I I f,FYi'.30P/891TON) 3 x1/2 x0'-7- (6061 T6 ALLOY) 3"x3 xl/2"xO'-7 (6061-T6 ALLOY) ,._..ED _ Alum. ANGLE:. EA. SIDE W/,2) 3/4"0 -`Alum.ANGLE EA SIDE W/ (2) 3/4"0 II TTiRU•BOLTS TO MULLION G & THRU BOLTS TO MULLION 0& II POURED CONCRETE (1).3/4°0 KWIK BOLT TZ EXPANSION - (2) 3/4"0 KWIK BOLT TZ EXPANSION p t` „. '=(f'c 3 ksi Min,) � ANCHOR W/ 6" Min. EMBEDMENT TO ANCHOR W/ 6" Min. EMBEDMENT TO 3" POURED CONCRETE. T T..7 �. E 8" Min. THICK REQ'0. POURED CONCRETE (Typ.TOP & (yp OP& F.. r 1 BOTTOM) BOTTOM) MEND MULLION ONY) (INTERIOR MULLION ONLY ERGE-OF SLAB I ' ALTERNATIVE SECTIONS X3-X3W1, 1. J r I .1 I FPGE OF,SLAB IF APPUCABLL IIF APPLICABLE ..... (WI ORIENTATION. 2) �« FOR (2) 3/4"0 KWIK BOLT TZ E PANSION (4%7 �.,'�---�9"Min. E.D.— 9" Min. E.D. =+ANCHORS ® INTERIOR MULLION - SIDE RAIL D AND BOX NOT SHOWN FOR i (ORIENTATION #2). b) .,-.:.._,......mgr Min. E.O. ...__�•9" Min. E.D...........____...,....F.gR (1) 3/4'0 KWIK BOLT c 14EJrq .. Y,. _ CLARITY. ANCHORS ® I:`NO MULLION �H. 11(( JAi .. FLORIOA BUILDING CODE (Non High Velocity Hurricono Zone) (ORIENTATIONS #1 & #2)`:�\P�•..•••.•• _ ��* !4� R . .. v i C 2020'nLTECO INC1NC 8i tl�iia7. DRAWN BY: ENS FLOOR TO CEILING I TRAPPED.MOUNTING:MULLION ' _ �.,� Rolling shuHerBysfem oe�6�2o2G SECTION W 3,, ._. ` No.4416' _ �iL ... .. *• '* TIWT TESTING'&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. DATE ww.act u,a.ara,wamra GwuSi].n.vtea 66D S.W.WHITMORE DRIVE _ -o'- STATE OF �' men.:(]o5)B1i-teae.ro.t<saNslt-itel PORT ST,WCIE•FL 3498� 20--064 # 'GI(r n-raw:Dlta g6aAlcom DRAWING.No END&INTERIOR TRAPPED MOUNTED MULLION,INSTALLATION �'o� .•F(GRID', .'c��s WM EA ADn°ii,} PE . PNGN�EOt T._6G66 ,Axt(„"'6„ a .,... _.. :...._ .. t oia ts-tu mi �.x. t `SHEET 12 OF 26.. . SCALE: 1/8° 1" �i*�F�'Si•••.•• C?;�n•ACE. SEAL/SIGNATURE/GATE FLORIDA Lic.$•44f67 . aaaarw wt _..- .. i .._. ... c O SEE MAXIMUM©(INTERIOR) TRAPPED MOUNTED MULLIONS SPAN Min. E.D. Min. E.D. COVERED BY SCHEDULE 1 b' FOR INSTALLATION CASES I, Ia & II ' I`(SEE SCHEDULE(fit)— I ^(SEE SCHEDULE'NU--I EDGE OF SIPH�.. EDGE OF SLAB ON SHEET 25. IF APPLICABLE ; T"IF'APPCTCAH(E (LIMITED LOAD, MULLION SPACING.AND SPAN INSTALLATION): INSfW.1ATION CASE I - RESIDENTIAL AND COMMERCIAL APPLICATIONS • WITH ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN I _ 3'x3"xt/4'xO'-7'_.^ t PRESSURE RATING„ 12'-0" MAXIMUM II ©' POURED CONCRETE (6061-76 ALLOY) `., - - 5 "(Pc 3 kei Min.), Alum.ANGLE FA. SIDE" MULLION SPACING. li SEE SCHEDULE (11:. W/ (2) 1/2"0 1)iRU SEE SCHEDULE #1 FOR ADDITIONAL SPECS. II I BOLTS TO MULLION INSfALLA_T_ION CASE Ia - RESIDENTIAL AND COMMERCIAL APPLICATION i I —T W/ ±60.8 p.s.f. MAXIMUM A.S.D. DESIGN I xl T�yT C ii I 27 EXTERIOR PRESSURE RATING, 8`-O" MAXIMUM MULLION I SPACING. G3 � 1 1/2" Min. SEE SCHEDULE1 FOR ADDITIONAL SPECS. II I ..ram ' o INSTALLATION CASE n - COMMERCIAL APPLICATION FOR ±100.0 MAXIMUM A.S.D. DESIGN PRESSURE RATING cw ii I DOERIOR 4) ANCHORS (SEE ---SCHEDULE #1).I 8'r0" MAXIMUM MULLION SPACING. SEE SCHEDULE 1#1 FOR ADDITIONAL SPECS. o Q,�B i I' Q,�$ ALTERNATIVE SECTION X3-X3 W/ * a LI_ �z,x7 NTOERII RTAM�LLION SCHEDULE we MI SLAB._..ANCHOR TYPE x INSTALLATION & SIZE MIN. ANCHOR MIN. EDGE z 0 II THICKNESS DISTANCE FOR o w �� I ,, CASES (IYP. TOP & BOTTOM) EMBEDMENT ,+. REO'D. ANCHOR w n I • SIDE RAIL D AND BOX NOT SHOWN 3/8"0 HILT] INc HUS-H #. FOR CLARITY. SCREW, �. � .. ........... _. - ---•---- I 4" 38"0 POWER FASTENER. 2 1/2" 5 1/2" V 'I WEDGE- BOLT ANCHOR ' X3 ii I X3 (TYP,TOP/BOTTOM)II I (TYP,MP/BOTTOM) 4" 1/2"0 HILTI INC KWIK BOLT TZ 2 1/2' S 1/2" POURED CONCRETE II ;• 1/2'4 HILT) INC KWIK BOLT TZ II - f-'(f'c= 3 k9i Min.). _ .. ... ....__. „ 1" SEE SCHEDULE #11 EDGE OF SLAB-I; .. k .. I EDGE OF SLAB ' IF APPLCABLE IIV APPLICABLE- - .. SEE SCHEDULE B1) I''(SEE SCHEDULE d1) - FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS G3 SECTION.W-3 P\a�y.lL.KK...FAQ..•71•�` o . G CODE. No: Highs Vel ocity y uico na zo2D mTEco wc DRAWN'Zone)`11 LIE C O - RaHfngShaHersysfem 06/e/2020 INTERIOR TRAPPED MOUNTED MULLION INSTALLATION-' _= No.4416 — Ti41T tE5T1„�&EHGiNEERI„a"�11PA„� EXPERT SHUTTER SERVICES INC. DATE . APPLICABLE TO A LIMITED LOAD MULLION SPAN AND MULLION SPACING IN$1'ALATIOB@S :7Y • :�:°< �, `: T > ,;, 866 S.W.w„rtuDHE DwvE 20r064 - ... ....__... _.. .__.-.. .... _ ..... �..... -,al :6R .cam E,I DDPORT 7�f-9 ! FAX,(f72 9),0990 E ) , DRAWING No ATE F cA-G006719GD62,D PRON 055 _ SCALE:1/e'= t' y 9'•. :`Q warrER a mLrr Jr.RE. on ;�.�',.•LORIDP �`�ja`E SEAL/SIGNATURE/DATE D FLOAIDA Lk. 44167 , pn n-tu 'SHEET 12A OF 26 - a ^- ..-. - ... EDGE IF APPLICABLE-;- ....... 2'xMUWON DEPTHx1/8"Cont. •- .. .....-. _... .. _. - .. '-ALUM. TUBE (TOP & BOTTOM) W/ ' �`.7 �� •5/18"P TAPCONS XL W/ 2 1/4" 1/4'mz3/4^RW BUIWEX TEK SCREWS _ /^W/ 1"O.D.xO.060"GALVANIZED STEEL 7 3 4' 2 1/6" ;Min. EMBEDMENT O 24' o.c. WASHER 0 24" / Min.,E.D .> .._. MIN. E.D. '�1't - ... _ ...: EDGE IF APPLICABLE 4 _� .. 7 3/4" Min. E.D. - CONTINUOUS POURED_••^--�\ 1�. I, 2" 7" CONCRETE(1'c=3 ksi Min.) 8" Min. THICK REQ'D. N I I POURED CONCRETE_ "-•• - r -'I - -- - - (f'c = 3 ksi Min.) - — I END CAP Min. THICK REQ p. DIOR 1. w4 ' 73ED. EO .EO i NOTCH WEB..... ..,: I ,..... 2" 1 _._.. (TYP. TOP/BOTTOM) q 4 q" 7 3/4"Min. E.D. 4"x3/8" (6061-TB ALLOY) Min- ` I �\. " �a p lu xm. ANGLEEA. SIDE. • z d- II '..I I (na II (WALL MOUNTED SHOWN, MAY BE EXISTING r=-� GLAS5 �I I :� U ALSO INSTALLED TRAPPED MOUNTED J , R PER SECTION 0'—Q' ON SHEET 8.) EDGE IF APPLICABLE o G2 R: DQERIOR SECTION M4M W/(G-t (END.-_&.INTERI.QR MULLION ® — LLMLERfA Q-/8 (4„0„) Mw pe Min°E.D ( j�"�' ( .1 1/2'k1 1/2"x0:062"xCONT. ALUM. SIDE RAIL DQ NOT SHOWN FOR CLARITY ""' '. ANGLE W/ 1/4.00/4" ITW BUILDEX MIN.,E.D. TEK SCREWS 0 24" o.c. TO TUBE. 7" CONTINUOUS POURED---.'•. CONCRETE(f'c=3 ksi VEER) I ( 10 8"Win.THICK REQ'D. I 7' \ X4 yj X4 • /80� ._.-_—_ ........ ... I .. mP/eorrou)112/ +1, , 2T- 73/4" f ' MIN E.D. ;-4%4"0/8"z0'-10"(6061>T6 ALLOY) Alum. ANGLE X. EO- EO II III - S EA SIDE W�(2) 3/4"0 THRU BOLTS TO MULLIO��� �, & (2) 3/•4 0 KWIK BOLT TZ EXPANSION ANCHQl1'�"� ,......, FLORIDA BUILDING CODE (Non,High Velocity Hurricane Zone) W/ 5" Min. EMBEDMENT TO POURED,CONCRQ •• CO INC Nautilus - EDGE IF APPUCAKE-- WALL (TYP. TOP &BOTTOM). `�'v,• ��C ENi •,A�i ozoza nLTE .. �Y�i� ,*��gc oRaw(+BY.. . . u 'i lus Y.P. WALL MOUNTING:MULLION _ r No.441 7 I E C O.. C. 8o111ngShuHorSyafem 08Eea c020 POURED CONCRETE WALL _ * TIWT TESTING a ENOINEERma Coup,tw EXPERT SHUTTER SERVICES INC. SECTION W 4 = o STATE //2a'� °1'„a'""(,,;�;,''I,3 ;°°""(,='•I„AIG 668 S.W.WHITMORE DANE - 20-064 - 9 �0 R(L' - 11:6n...0-1 Don, PORT ST.LUCIE.FL'34984 END&INTERIOR WALL MOUNTED MULLION INSTALLATION. =,° F ,`�� �.-0006719 PRONT.t899)7t9-Po49 ru (A3)3)1-0999 DRAW NO No WAUM A Tlwr a..P.E w9.r oncrtrtzr SCALE: 1 8"_ ��, s •• G �x wn rsv.z. .. 9omrlm vn- / 1" ... /* S/ON• L SEAL/SIGNATURE/DATE FLARIDA Lk.tf 44te7 EDGE IF APPLICABLE ' EDGE IF APPLICABLE 2"xMULUON OEPTHxl/8" Cant.., ALUM.TUBE (TOP & BOTTOM)W/ 1/4'00/4' ITW BUILOEX TEK SCREWS 5/18.0 TAPCONS XL 2 i/W/ 4" )y/ 1"O.D.xO.060"GALVANIZED STEEL ` \ Min. EMBEDMENT 0 24" OX. WASHER 0 24'o.c. 4 3/8" Min. E.D. 4 3/8" Min. E.D ) ... ' ,1 MIN..E.D. S 1.�__..II t.. .. ,",_ 4 , (_- �-,-.•- _ ;. ., 1 CONTINUOUS POURED � 1, .. /~ \ CONCRETE(f'c=3 IdM n.) c., \ 2 8" Min. THICKNESS :' REO' 2" ° DM OR �J _�. oR - f I Mina EBD. I _ END CAP 4 3/8' M,n. . CONTINUOUS.POURED" CONCRETE(f'c=3 w Min.) III 0 8" Min. THICKNESS L 1":• u, REO'D. 111I Min ! \ I .t>..".G3, EDGE IF APPLICABLE � II Z z �H.•. 1 SECTION X4-X4 W/!G3 N II .0 ii �(WALL MOUNTED SHOWN, MAY (INTERIOR MULLION)WRIENTATIQN oN ExlsnNc ii I ,BE ALSO INSTALLED TRAPPED Goss �I MOUNTED PER SECTION 0'—O' (2"x7") n I ON SHEET 8.) a N !_R•___,_ M D(iERbR O SEE ,MAXIMUM©(INTERIOR) WALL MOUNTED MULLION SPAN 3 W COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & B ( II' ON SHEET 25 (LIMITED LOAD, MULLION SPACING AND Q,/8 i I QI/8 SPAN INSTALLATION): � I INSTALLATION CASE I' - RESIDENTIAL AND COMMERCIAL - tt Min E D t i._l 1/2"x1 1/2"xO.062'xCONT. ALUM. APPLICATIONS WITH ±60.8 p.s.f. 4 3/8" + ANGLE W/ 1/4"0x3/4" ITW BUILDEX MAXIMUM A.S.D. DESIGN PRESSURE MIN. E.D. - TEK SCREWS ® 24" o.c, TO TUBE., RATING, 12'-0" MAXIMUM MULLION SPACING, VALID FOR CONNECTION TO ® CONCRETE W/ HILTI INC HUS-H OR -- X¢ POWER FASTENERS WEDGE-BOLT X4 L— s i ou ANCHORS. TOP/B(ItP. =U)3 1/2" .• (M. /001T ) _ . ° I INSTALLARON CASE II' - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM A.S.D. DESIGN PRESSURE RATING, 8'-D" I T-"'- - 4 2 3 MAXIMUM MULLION SPACING. VALID FOR CONNECTION TO 4 3/8" '� ,O /8"0 KWIK BOLT TZ EXPANSION ANCHOR MIN. E.D. \ - W/ 2' Min. EMBEDMENT TO POURED CONCRETE CONCRETE_ W/ HILTI INC KVJIK BOLT TZ ANCHORS. \ '" WALL (TYP. TOP & BOTTOM). .. +EDGE IF APPLICABLE SIDE RAIL NOT SHOWN FOR CLARITY CONTINUOUS POURED � O • CONCRETE(f'c=3 Id Min.) (il iil1}.1I} 8"Min. THICKNESS REO'D. .��� ��•.T'/( ��b�... , .,FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING:MULLION o zoso mTt co INC. y DRAWN By. POURED CONCRETE WALL ` SF Nad Y U IG Bd us M.P. SECTION W 4, z N0.44167 /R� O RoRfngShuKerSpntem' 06/6/2020 11 �wc DATE *: '* ; TII11T TESTING h ENGINEERING C011PANY EXPERT SHUTTER SERVICES INC. d INTERIOR WALL MOUNTED MULLION INSTALLATION - --�— D39 xw. 64 _ W DWA DMDDq n y,� 66e S.W.WWWORE DRIVE a STATE OF :��` m n LiGwoaot com DRAWINNG N // �{� PORT ST.lUC1E,ti 34964 APPLICABLE TO.A LIMITED LOAD,MULLION SPAN AND MULLION SPACING IN 'i46 1SP. �`�; aA-aDaW,e PHDHEI(eoo)7�D-90l6 ENIv(TT1)WI-ODD6 1. .. 1. WnLTER A TIWf Jr.P.E. 'a+'.�.. .waunwl uN m'•^• a,ralvc" DYE . _ ...._SCALE: I/B"....=_A" ST ij ItS'�ONA�..����`�P.E. SEAL/SIGNATURE/DATE FLORIDA Uc./44167 _ sNEEi t3A Of se_ _ TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE.RELATED..TO.ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES. ('�) STEP 1:OBTAIN JOB SITE'S A.S.D.DESIGN PRESSURE RATING(p.s.f.)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b:IF MULLIONS ARE USED BUT W/O STORM BARS SPAN'12(11)TO PROTECT IT(SEE GENERAL NOTE 112,SHEET 1). 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL STEP 2:ENTER TO CHARTS (Ia. Ib & Ib') THRU IC ON SHEET 15 TO DETERMINE,BASED ON AN 112' BE BASED ON CHART Ic ON SHEET 15. IT SHALL BE MEASURED FROM BACK SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS;A.S.D.DESIGN PRESSURE RATING(P.S.0;THE OF SLATS TO GLASS. REQUIRED MAX SLAT SPAN"L"ft. 2•ENTER SCHEDULES Ia THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION ' THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TO PROCEED WITH SPACING(MAX.,12',B'OR T),AND DETERMINE MAXIMUM MULLI N SPAN(HEIGHT)W/ALLOWABLE -PRODUCT INSTALLATION VERIFICATION: INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(Q,©,G &©),MULLION TYPE& MULLION ORIENTATION. • ENTER A.S.D.DESIGN PRESSURE RATING:SEE STEP(1)ABOVE. 3.SEE SHEETS 10,10A,11.11A.12.12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT • FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE,FOLLOWING DEFINITION OR SLAT SPAN SHALL BE CO SIIDERED INCLUDING ANCHOR TYPE,THE CONCRETE FOR A GIVEN MULLION TYPE TOP&BOTTOM FOR FLOOR TO CEILING(TRAP dED O VV�,L MOUNTINGS OF MULLIONS INTO LMAx:THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN 1/2"SLAT SLIP MAY BE PROCEDURE 4c:IF BOTH STORM BARS&MULLIONS ARE USED USED,FOR A GIVEN AS;D.DESIGN PRESSURE RATING. I. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic:PROVIDES SEPARATION SHALL BE BASED ON CHART Ie,ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO TO GLASS FOR PRODUCTS W/O OR W/STORM BARS(SEE STEP 4). GLASS, STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D.DESIGN LOAD AND STORM BAR SPACING AND DETERMINE CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va,Vb&\W ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT). THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE,A.S.D.DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR (INCHES ON CENTERS).SEE GENERAL NOTE TON SHEET 1 FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP &BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR STEP 4:IF PRODUCT INSTALLATION INCLUDES STORM OARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C)INSTALLATIONS FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. &A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, PROCEDURE 4a:IF STORM BARS ARE USED 4.ENTER SCHEDULES 1a THRU 2c ON SHEETS 24,25&26 W/A.S.D.DESIGN PRESSURE RATING; _ 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,IT,8'OR 7),AND DETERMINE MAXIMUM MULLION SPAN CHART 1%ON SHEET 15.IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. MULLION WI ALLOWABLE TYPE 8 MULLION ORIENTAT ONN IN BETWEEN SPACINGS FOR A GIVEN((�,,�,�8©), 2.ENTER TABLE 1 ON SHEET 22 W/A.S.D DESIGN LOAD;STORM BAR SPACING AND DETERMINE 5-SEE SHEETS 10,10A,11.11A.12,12A,13&13A FOR MULLION CONNECTION DETAILS AT TOP& MAXIMUM BOTTOM FOR FLOOR TO CEILING PPED R WALL MOUNTINGS OF MULLIONS INTO CONCRETE ALLOWABLE STORM BAR SPAN(HEIGHT)- FOR A GIVEN MULLION TYPE((G�,G� ®&0). 3.ENTER TABLES 2 OR 3 ON SHEET 23,WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP&BOTTOM.OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS * PROCEDURE PER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME ANCHOR TYPES COVERING PERMANENT(ANCHORS A&D)OR REMOVABLE(ANCHORS B&C) STRUCTURES.SEE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND WOOD FRAME STRUCTURES. STORM BAR SPACING. " II'iff 1 Ui� \\\``�����• � lij FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �� ,••••• �'�. -.. O 2020 nLTECO INC. _ DRAWN BY: a tlilILS M.P. RollingSEmNerSyatom 06/e/2020 r No.4416 Dare . . *: yt TILUT TESTINGa HOINEERD7o COMPANY EXPERT SHUTTER SERVI R� CES INC. • S 36L WiPNN GVf009.m 1310t1 66B S.W.WHFIWORE DRIVE -- STATE OF (ws)tIt r".:twnen-1!m PORT ST.LUGE,FLJ48B1 20-064 " .H:UN c®o C4-0006719l.00m o NSS "n. ��O '(`��� PNONEt e00)749-0060 EAN:(7]2)671-09Bo DRAWING No ,c F�0RID .• WALTER A r I Jr.P.E nr,w aoanwx ..wtt m FLORIDAUo./4it87 -� r�i4�s3. i.. •'' E. SEAL/SIGNATURE/DATE or2 SHEET It 6 SLAT_PERFORMANCE CHARTS Ia. M. Ib' & IC: (ONLY VALID FOR 1/2"SLIP) FOR A GIVEN A.S.D.DESIGN PRESSURE RATING(p.s.0,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/OR W/O CHART Ia CHART Ib CHART Ib' CHART IC _ USE YN06NM VALUE BETWEEN POSITIVE AND NEW11IE A.S.D.LOAD 3/8"d KVIIIK BOLT 3 ANCHOR 5/16"m TAPCON XL ANCHOR 5/16"m TAPCON XL ANCHOR USE MAXIMUM POSITIVE&&D.LOAD VALUE POURED CONCRETE TO POURED CONCRETE TO GROUT FILLED CELL CONCRETE BLACK MAX. MAX. SLAT SPANSUCTS�pAN- MAX. SLAT SPAN - " REQUIRED MIN. SEPARATION TO GLASS AS D. R DESIGN LMAX" (�) � '� (�) LuAx' (Ff) uFacU i0 BACK Of SLAT (In) �RESSUM WILL TRAPPED.. BUILD-OUT BUILD-= WALL TRAPPED � BUILD-OUT BUILD-our WALL .. TRAPPED BUILD=OPT Bp W/0 STDRM W STORM FEARS RATING L1ouNr MOUNT MJZLLHIT V`( MOUNT w/© Ef011NT MOUNT M�LLNr LrouNr w/I ►IOutlr MOUNT'. nNr& L(GUDN-rOwJ/(� . (ps1) SEE nDIE1# SEE NOTES#. sEE NOTES# SEE NOTES# SEE NOES# SEE NOTES# SEE NOTES* SEE NOTES# 'SEE NOTES# SEE NOTES# CEJ MOB# WIND -WIND-ZONE WO ZON WLNO ZONE .. . SEE NOTES#. 1-3 4 1-3 4 30.0 20'-0" 15 4 20'-0,' 20'-0' 20'-0' 15'-4' 20 0 18'-0' :--20'-0' .. .._15'-4' 16.0 15'-6 ..._..-1' 14 1/2 6'-- - 7" �._......,...._...__.._ __.:..__ .._,....__._....._ ...... .. _ -�35.0 20'-0' 15 3' 20'-0' 18'-0'_ 20 0 15'-0' 19'-0 16'-3___._ 20'-0' 15'-0' 76 3 _14'-0' 1' 14 1r2 6' T .0_ 20 0_ _15-2' 19'-7° 16'-6' 20-0'_ 14'-5' 1 T-4' -14'-10 ..._..18'-11° 14'-5' 14'-10' 12.9 7' 14 1/2' 8' T ..+13.0.. 20-0 15'-0° 18'-0'.... 15'-3' 20-0' 14'-2` 18'-0 13'-9 _..,1T-4' 14'-Y._._. 13'-9 12 0" 14 1 2' 600 20 0 14 10 16 9' 14_2 19 1 13 1 14 10 12'-10 16 2 13 1 12'-9' 11_ .0 Y 1=►s14 1/2' 6 7' - 55.0 20 0 14 B 15 8' 13-4 17 9... 12 4 13-71 12'-1 _..15 0......_ 12 4 12'-0' 10 6 4 1/2" 80.0 19 5' 13'-9' 14'-9' 12 7 _ 16-9' 118 13'-2° .....10-11 13'-4' 11'-0' ip'-10' 9'-$• 7• 14' 6" "_...7. 70.0- 17'-4' 12'-1'" "13'-21' 11 :4_ 1$-0' 10 .... 10'-4' 12 9'.__._•.:10'-6' 1O'-4° 9 0 1' 13 1 2°'' 6 7° 75.0 ......-16-6_- 11 7 _ 12-T 10 10',.W., 14'-3' 10 0. 11'-4' ••..9'.-11 .12'.-0 70'_p• _..^..9 10 B 10° 1" 13 1/2` 6' : T 80.0 _ 15-9 110' 12 0 10-5" 13'-T 9 5' 10 10'' 9'-7" .11 T 9'-5' 9 3 8 6' 1' 85.0� 18'-0' 10'-6'-- 11'-7° 10'-0° 13'.-0' 9'-3' 10'-5' -9'-3' 71 2 93" 9 0 B-3' 1 13' 7• • 90.0 10'-1` ... 9'-8' 12_6' 8'-1D'._ 10'-1' B'-11- - 10 9 8'_10' 8 10 8'-0' .1' 72 1 2' 6' 7 , 98.0 13'-5' 9'-8 10-9° _.9'-4' 12'-0 $'-5".. 9 '12,.1/2• 100.0 12'-9' 9'-4' I 5 9'-1' _71'-8' B'-4" 9 5' B'-4 f0'-0' 8 4 8'-3' 7-6- 1' 12" ...._._6•-.,^.__� -105.D 12-2` 9'-0" 10'-1' 11'-3° 8'-0". 9 2 B'-2' .9'-8' 6° 7' 11D0 11'-T ,8'-8" 9'-9" ._...._B'-8'_.... 10._11 .7�.-10' 8-10 _.T-11" .._....._9_-�_....: 7�10 T-9" 7'-2" 1' 11._1/2 6 -7° . .,_. .... .. .._.._ __..._. ........._..,......_ .....__.....- �...___..-._..__.....__ 1150 8'-4' .. 10'-7" _7.-9 ,_...-g'-0•. 7 8 .^....._..7 T-0' 7' . 11 1/2° 6• 7• . ___._. 120.0 10'-B' 8 1 8 3_'. 8'-2' 10'-3" 7-5' 8'-5' T-8' B'-11' T-5" T-5" 6'-10' 1' 11 6' 71 125 0 10-2° 7 9 9-0" 7'-11" 10'-0' 7 2 8'-2 T-4 8 8 7'-2' 7 3' _ 6'-8` 1' _ 11" 6' 7• .- _ ....._. ..1300.__......9-10' Z 8 -8 9' i 7 9. 9 9' 7_0'_ 8'-0 7..-2 8 5 7'-0- _ 7 2 6 fi 1• ... 10_7/2 6 7" 135 6 9-5' 7 2 $-6' ' 7 7 9'-6" 6'-f 0' T-10 7 i B'-2 8'-10' 7 0 6'=5" 1' 10 1/2.. 6' 7° ...... ,_.._..._ _ --.a.. .. .._.... 1400 9 1', 6 11 B'-4' 7 5 _....... 9-1` T-8 6 11•.. 8'-0" __..._.- 6'-10' 6'-4° 1 f01/2' 8' _ _.. _._. ..... ...._.. ............_.._..._ 145.Oi B 6. _ _ B.-2•. 7'_3. 8'-10' - T-6' - -------. -10• ,.......- 7. 15DB. .0.. .. 6'-6` - e'-0' T-2' 8-6' - 7,_4. _ 7,_g. _ ---- -- •-- .. 155,0 B 3 - .. T-10' 7'-0' B 3` - _ T-2' - 7-T_ - . 180.0 7'-8" W-10" 8r 0. 7._1. _ 7.-5. .... * NOTE3. " 1. ABOVE INDICATED MAX. SLAT SPANS MAYBE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 & 18 INDICATE THAT • AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT, SPAN AND A.S.D. DESIGN PRESSURE RATING. 11 III {`j 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH �����\�`�`; •. J,, � FLORIDA. CODE (Non High Velocity Hurricane Zone) Q` �/ . 0 2020 TILTECO INC. • 3/8°0 KWIK BOLT 3 ANCHOR OR 5/16'e TAPCON XL ANCHOR, INTO �:''\,\DENS DRAW BY: POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK, OR F lira ufil us' °P WITH 1/4"0 TEK SCREWS AT MULLIONS CONNECTION. VAUD FOR ' No.44167 IL C Q iMt RDJHny ShutjorSya(em 05/D8A/2 20 WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. TILLR TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. kM.]NA.6A.94 TM,1W¢W G99L.h5 n ease 668 S.W.WHITMORE DRIVE _ 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE = a' STATE OF '*�•:Leosmn-1ee9 Po:tTwma-lea - 20-064 DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. ' A :`� a-man:fillet o"oLwm PORT ST.LUCIE,EL 34984 i Qom•, Az •etc,�` CA-0006719 PHOND(e00)749-90SG.PAIL(772)071-{m90 DRAWING No •�q tss•"••• `�� SEAL/SIGNATURE/DATE wFLO R&n d ail B7E. ,,,,r ��i ••' E. FLORIDA U.. , m e-9u yrno -4 ' SHEET 1S Of 26 ' 'Et11111 M11t1111 .._.... .. _. __ l MAX.ANCHOR'S SPACING SCHEDULE Va FOR A GIVEN PRODUCT MOUNTING TYPE W/3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN PRESSURE RATING.&SLAT SPAN RANGE t WALL MOUNT SLAT SPAN RANGE .: DESIGN .,._ ........ . ...., PRESSUREONG0'-4't > 4'-5't > 5'-0't > 6'-7't >7'-9't > 9'-12"t > 12'-16't > 16'-20't OWIE(P.a. 130.0 9" 9' 9" - - 9" >at-a0 9° 9° 9" 9° g" g" 9� B° >at etl 9 s 9- 9 9 9" 7 5 5/8 sm. 9 ..... ,5 5/8 5 5/8 _ r---- P N--� - S LAT t MAX.MX SLAT SPAN FOR - ........9 9 ....:. ,: ... 9� 9 . 6 1/2....... 5 Jf8 �r---- --] GN[Tl A.S.D. DESIGN >106 120 9" 9° _.9 .._...... 9 ..._ B' 6 - PRESSURE RATING SHALL NEVER EXCEED MAX. SLAT 9° 9° _-9".. 8 -� .... SPAN INDICATED ON SLAT __.. >141-180 ,9" ••�- s• .. s" 7- 7" — — — SLAT SPAN DEFINITION PERFORMANCE CHART ON >121-140 7 ._-6" SHEEP 15. TRAPPED MOUNT SCAT SPAN RANGE DESIGN PRESSURE m-nNG .'0'-4"t > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't ....E(p.a. - s 30.0 9" 9" 9° 9' _. - >41-60 9" 9" 7 1g. -80 2" ....._.._ ..n__.___..._.. _.. _.. >81-105 9 9 -8_.._- _ _.,.._....... >106 120 .9" 9" ___._..9 8 1/2 ......__.�".,.-._ _ .-w_ __..._, ......,• ,_,..._ ....... >121-140 BUILD-OUT MOUNT SLAT SPAN RANGE DESMN PRESSURE 0+-4't > 4'-5't _. >5'-6,t - _ > 6'-7't,...._.._. > 7'-0't >.9'-12't _> 12'-16't - .. : - -....>-16'--20't E & E E .,:. E. E _ GE(P C E E t 300 9 9 9" 9" 9` ......9v,_ 9 ...:..: 9__.. 9" 9 ......___9� �9p_.:_:9" 9 9" 4" 9 -9" 9" 9 7 3/4 ..:7 7- 5 5/8, _..... W.. .._.... ... ..:... _ _ >31-40 9 g S. g:. 4' 9' .. 9�. g"... 9" _..9�....- 9" 9 _.._9� 9` 9�...... .-_9 9 _,... 9" 7" ? - 6" 5 SJB 5 5/8" 5 5/8 >at-eo 9�_. 9" 9. _.._.,.9' 7 1/2 7-1/2",w 6� 5-5/8 5 5j6" 5 5/8' 6_5J8- 5 5/8" - >61-60 9 9_" S. _9' s" - 8-:._:_9._: 9" _.._9".._ 9" 9 _.:.._,9'...... 9' . 9' 7" 5 5/8" 55/8 5 5J8 5 SJe" _.. -.___. _ _ _ L1411 o59 9' 99° 9" " 9" 8 8 6 1/2. 8 3/d" 6 3/4 5 5/8 5 5/8" 5.5/8 5 5/.. ..�......_-_ , ._ __._.__.__ ... __ _........ .__....,.,.__ --2a 9" g 9 9" 9.:,..,..._...._9" 9 " B" 8" 8 6 1/2° 6° _.6v 5 5/8 5 5/8 5 5. . -... :- .::-_..._..a0, 9" 7 1/2 8" : a� 6 1/Z $ 8 6 5 5/ri 5 5j8 5 5/ ° -T / _.stl 9"... 9" 6" 7" T .. 5 5 8 5 5 01111, ♦ t'f�11A11 1�Ltfpf� FLORIDA BUILDING CODE (Non IFigh..Pelocity Buiiicone Zone) ♦♦� ♦♦♦ .•• ✓'� - 0 2020 RLTECO INC. DRAWN BT: �� 9 a3:t8 CENS1't1S °P' - c '• �� Bolting Sht:tior5patnm ... ee/a/2o2o .• , No.441 7 IILo IG'$�sere. DATE nLUT TESTING A ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. • *: 'ta' If ems H.n.OBIA 5+,su ssa.nacen+.cram[x5.n ss+ee 566 S.W.WHRMORE DRIVE. ZD D6d - / �'2� Hxn.:<ws)eTrlsw.r.(.uskn-ua ____ 0 ST LUC E FL 34 4_ _. _ _ - o'•, STATE 0 !/ o-mac_0008719Lrnm aRAxTRa N. CA-M00719 iMaNf:(B� -90561 iIJO(Ti)6aet-O➢90 �i�90.c'••;��O RID•,.� Wi'�toR un(k B 44167 7�.w EVE "raviw- wn SHEET to 0{'28 Fs. �6 Z'. SEAL/SIGNATURE/DATE - MAX.ANCHOR'S SPACING:SCHEDULE Vb FOR A GIVEN SHUTTER MOUNTING TYPE W/5/16"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE T WAL.L.MOUNT UkUM SLAT SPAN RANGE P 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-0't > 9'-12't > 12'-16't > 16'-20 t RPNCE(P.0 . 8" 8 �/2" 5 1/2" >31-40 8' B' 8• 8 I3'.. 8" 6" 4° _ _...... .--. ................ ........ _..... .,....- - - >41-so ,.____.� 8: .. 8 B 6 4 _ .. 3 3/4";.. ,... N4�. >61-80 B°° _ 8 ,.8:... ._.8. 7 4 1/2 3 3/4 - - - - - - - - -- t. ; _ MAX. SLAT SPAN FOR A 2" �" --,•._ _... _ GIVEN A.S.D. DESIGN LOAD ' >81-Ds B" 8 .-• 8" 6 1/2" 5" 3 3/4 3 3/4 --SPAN----' >tOs-12o 8` 8 8, 5 7/2" 4 1/2" 3 3/4" - - [- I_ SHALL�Q EXCEED MAX. --- -- "-' SLAT SPAN INDICATED ON /2 4., 3. 3/4 - - SLAT PERFORMANCE CHART .....__..............-._.__. .--; ilat-tso B. B" 5" 4" 4' - - ON SHEEP 15. SLAT SPAN DEFINITION TRAPPED MOUNT SLAT SPAN'RANGE - OE5tGt7 0_4 t .:; 4_5 t•' '._SI_6, I t > B'-T t : > T-9't > 9'-12't �> 12'-16't > 16'-20't IRKTm . .. .. / s 30.0 B" 6" 6" 6" 6' 6" 6" 5 1 2" 6" 6" 6" 6" 6" 5„1/2" .. 4. 1/2" - _.. >41-tD s., E- li 5 g^ 5 1/2 4. ._ 4" _ _w... ..�_:. _ _.. >s806" - 6" 6" 6 _._.._ _ ........ >at-ta5 6" 6" _ 6•... 6 4 3/4" 3 �106-120 6" >t-21-wo fi^ g. _5 3/4"... 4 3 3/4_ 3 3/4" >141-160 6" 6" 5" 3 3/4" W" `3 BUILD-OUT MOUNT SLAT.SPAN RANGE DEM ,1x 0•=4'_t >:4'-5 t - . . ->.s'-8't- , g._7:t ......>.7 9't > 9 12't > 12'-16 t.....-. f...>•16 20.t..RAM . ( , RANGE(pal) E E E E �. E ... E E E r- E E E l s 30.0 6'. 6•. _._s._. .�. 6 - .._8 ..- :-.6._ 6-___.- 6 . .._6 .._. 6.1 � --6".:. -6 g" 8". s.".__ 6 .:...6�._...5. 1/2" 5 4• 3 3/4.. >41-•ao 8" 6 6" 6" 6 6° 6" 6�.._6--.._6. _-_8_.:_...: 6 :....6' .. 6" 6"..'_ 6' 8 5 . .4 _ 4. 3 3/4" 3�3%4"3�3/4:'3'3/4" .. . >41-6D 6" 6 6 6_..: 6 _ 6' 6". 6" 6" 6" B" 6".. -6 6 6" 4" 4" 3 3/4" 3 3/4" 3 3/4".3.3/4" _ - - >st-8o 6".. 6 ; B 6" 6- 6 6'. 5,(/2 .6".. 6 _5" 5" 5" 4" 3 3%4" 3 3)4" - 3 3/4 3.3/4" >81-105 - _ ..._..,...._..._... _ 6" 8 6":. ,.. .6 6". B. 8" 6"- 5 3/4' 4 1/2" 4 1/2" 3 3/4 3 3/4 ^3 3/4 3 S/4 ',3 3/4 3 3/4" - - - - - >to1;-t20 6 6 6" 6 6' 5 1/2: 5 3/4" 5 3%4" 4 1/2 4, 1/2" 4 1/2" 3 3/4 3 3/4'3 3/4 3 3/4 -. - _ �.. �. __- _ 4 1 2 4'1 2 3.3 - >12f-tao •6 6 .. B_.. -...5 W._.TS�. --4..._.. 4 3/4".4 3/4 3.3/4. _.. ..__/4 3 3%4" 3. 3/4" _- - _ - f 41-180'. .6 .6" 5" I.4 1/2" 4 1/2" 3 3 4' 4" 4" . - 4" 4" -.. 3.3/4" 3 3/4" - _ _ ........_.. ��0``�`- ^• "C;��/4 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • �C ENS d�' o zozo mrEca I x. �1 US,���y oRAwe 11: . {� K M.P. - ND.4416 a �+ ROUingShutterSyafam O6/6/2020 * - 1L CC►OING. DATE Thin TE MG x ENGINEERING COMPANT EXPERT SHUTTER SERVICES INC.w R U.a U.am•xrmxA cwwu.R.n,ea 668 S.W.WHITMORE DRIVE d' STATE OF b '/ � ox.:na)en-,>o. •.:cwa)6„-,m, - - 20-064- ��••, :(V�i` 6R PORT ST.9LUCIE, ,M2)4 -000 eocl.wm DRAW NG Na cA-eooe7to O(aoo)7•c-ame.rA1u(n2)67,once •" WFLORIOA L'c 44167E PR c.t< m;w �� •^'�; SHEET 17 OF 26' E. SEAL/51GNATURC/DATE MAX.ANCHOR'S SPACING SCHEDULE Vb FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16"d TAPCON XL ANCHORS TO GROUT FILLED CELL CONCRETE BLOCK WALL A.S.D.DESIGN PRESSURE RATING&SLAT SPAN RANGE t .WALL MOUNT MAx. SLAT SPAN RANGE. DESIGN __.'.. PRESSURE • RATING 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(pAJ.) . s 30,0 8" B. 8" E" 8c 8. 6" 4 1/2" _ 8. -,_� _. - _..__..._..—. - —_ B. >41 s0 8" 8" 8" 8" 86 4 1/2 >61 80 .8`- - 8" 7 5-1/2 - .. _ � . - t�e SLAT MAX. SLAT SPAN FOR A >at-tos 8" 8' 7 1/2' S" q - -.W. �SPAN� GIVEN.A.S.D.,DESIGN _ _% - >10s 120 e 7 1 2 6" 4 - PRESSURE RATING SHALL ....._.. .:_ _•... _..... �.. [r -=-— }�@ EXCEED MAX: SLAT>121-140 8" 6" 5" - _ _ .. . - -•----- . .. -- SPAN INDICATED ON SLAT >141-1e0 7 5" 4 - - - - PERFORMANCE CHART ON SLAT. SPAN DEFINITION SHEET. 15.. TRAPPED MOUNT _DESIGN SLAT SPAN RANGE ' PRESSURE ,0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9't > 9'-12't > 12'-16't > 16'-20't RANGE(p.c.f.) . 6. _ ............. .......... �._:.w:__..._ ......_ •__. >31-4'0 6" _.6_— 6 6' 6- 6` 4 1/2- >41-60 .__...._. 6" 5" 4 1/2" __ ..____— - _ ....... ........... .:::._ 1/2 _>tos-120 6" 6" 5 " 4" 4 1/2" - - - >121-140 5 5" - 4 1/2" 3 3, - - >14i-160 6" 5" 4" - - BUILD-OUT MOUNT SLAT SPAN RANGE DESIGN .. .. ..... _.- PRE 0'-4't ._> 4'-5'tPAnNo - ._..-.. > 5'.-6't .. > 6'-7't > T-9't. . _>:9,'-12't - > 12'-16't > 16'-20 t :_......: - RANGE p f. E E l J, E E E E E rE E E a �E9 E� E E - E ;(E E E E s 30 0 6 6' 6" 6" 6" 8" 6" 6" 6` _. 6" 6` •6" 6" 6" 6" 6 6" 5 1/2" 4' 4 1/2" ._.._......._........_ ._. - .. -.-.____ ..............__.. - ._.___..._...._r.__......__..___._ .__..___ -...__ _ »t-4o 6 66 6" 6" 6" 6" 6" 6" 6" 6` 8 6" 6" 6" 6" 5 1/2" 5` 4" - 4' - >a1-so 6` . 6" S. 6". 6" 6 5 1/2" 5 1/2` 6" 6` 6. �6'.....�_ 6" -5 1/2" 4,1/2 - - - - 3 3/4' _.__ >st-s0 6' 6" 6" 6" 6" 5 1/2 5 1,2 5 1/2 4 1/2 _.5" 5 4" 4" 4•'-- - - _ 3 3/4" - - >ei-toy 6 6 6' 6" 6 $ 1/2 5 1/2" 5 1 2" 4 1/2 3 3/4" 3 3/4 _-- - .:__ ... - - - - >106-120 _.. 6 _..6"_ .._.....--8�._..5�._1/2" 5 1/2" 4 1/2.. 4,1/2 .4 1/2' 3 3/4 .. - _._,m.... ....... . . _....._...._- .._. _ _. _ ._. ....._. . _...... _ - ....._ - - - _ _....__ _..._.........._ __:�.:,._..._._. _._.........__._. >121-140 6" 6' 5 1/2' 4" 4` - -3 3/4" 3 3 4° - _---- - -- _.. _ -_......... _ •• FLORIDA BUILDING CODE (Non High.Velocity Hurricane.Zone) �Q EN `�53's ozozo nLteco'INC. Natt �� 5 ORA er:' r.. No.4416 '�-���_= sshuttersyseeiFF �i. EC_®INC. $ol oe/e/zoz9 Thin TESTIN a:ENa1NEERINO CONPANY EXPERT SHUTTER SERVICES INC. DATE ��7/J� I'm nIF aan.FL,ct.,am xmaxW n x�le9 STATE OF r il��� �Ti Rnr�6W.1t-xeJo.Faa s( e]1-10.11 e8e S.W.WHRYORE-OftIVE a-m 7:Ultoco®aol.com PORT 5T.LUCIE,n-34984 'x CA-0005719 PNOXFx(e00 749-9036,FA%:(772 971-099a DRAWING No .. WATER A TI Jr.P.Emccinux art m.r .. a9c�riox C,IF - �` E. SEAL/SIGNATURE/DATE FLORIDA Ue(.`f44167 mtxtK r.� , - sNEFr to oE2a I SCHEDULE VC: Vx FORCES (Lb/FT)&Vy FORCES(Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL.CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE 'AND NEGATIVE A.S.D. LOAD) SLAT SPAN RANGE A.S.D. DESIGN _ _ ..... .; - _ - :._. _- _ PRESSURE O'=4' > 4'-5' > 5'=6' > 6'-7' > 7'-9' > 9'-12' ? 12'-16' > 16'-20'- RATING V Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy W. y (Psf) Vx Y .. _ - Vx V' Vx V S 3040' 10 60 10 75 165 90 238 105 421 135 594 - 180 999 240 1390 300 >31-40 10 80 10 100 386 120 440 140 398 180 823 240 1328 320 1823 400- __... -....__......... _. _._ ..__.. .... _. _� _ _.....-- _.._._......._... >41-60 10 1201 290 150 794 180 509 210 708 270 1266 360 - 1962 480 2553 582 -_. _. >61-80 10 160 616 200 767 240 4 796 280 1 1007 360 1695 480 2422 600 2547 596 - ->81-105 123 210 550 263 711 315 1142 368 1372 473 2009 591 2492 638 >106-1.20 313 240 728 300 881 360 1345 420 1587 540 2112 640 - - - - _ ____ _ _ • _.._..w >121-140 552 280 960 350 1003 420 1612 490 1869 630 2039 635 - - - - _ .,. -.. _ >141-160; 781 320 1186 400 1322 ' 480 1873 560 1740 640 - - - - - - * - SLAT. SPAN DEFINITION NOTE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY THAT EXISTING STRUCTURE IS DESIGNED TO SUPPORT Vx AND Vy FORCES IN POUNDS PER.; UNIT FOOT OF SHUTTER HEIGHT AT BOTH JAMBS. SEETHISSHEET FORVxBVYVALUES. Vy' SIDE RAIL, Vx `/ Vy1Uµ7il�l� � fl/I ._ _ FLORIDA BUILDING CODE(Non High.,Velocity Hurricane Zone) y ��� .• 4� o 2020 mTECG INC. �GENS _.;DRAWN BY � 9. _. .. 'Rb1,6i Sh der rstem 06%/2020 N0.4416 �l tc.o lm.. E DATE TIUIT TESTING&ENCINEERINO'COMPANY" EXPERT SHUTTER SERVICES INC. tMN.W.':6UyiW)8761 1 NBpNU(G A,3�,09 BOB S.W.WHIT40RE DRIVE 20-064 "s o'•, STATE OF �C llrmail:Ulteca0aot.cam PORT ST.LUCIE,rL s4ses - lV� - CA-0006719 PHONE.(ado)749-Bose.rA L(772)m Bea, ORAWINO Ho - Op F(0 Rl0 �ti' r WUTER a nufr �. �i F a•; C?`[r�E. SfAI/SIGNATURE/DATE FLORIDA.uc./'44187 9u. . .nrw 4 .. SHEET 19 ar2e �i S SLAT PERFORMANCE CHART Ib 1. & ICI;::(ONLY VALID FOR 1/2"SLIP] SLAT PERFORMANCE CHART IIb1 & HOI: ONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM,SEPARATION TO GLASS FOR A GIVEN WOOD GRADE;A:S.D.DESIGN pRE55URE:RATING'(pis:fS SLAT _ r FOR A GIVEN MAXIMUMA.S-D.DESIGN PRESSURE RATING(P.e.f AND PRODUCT MOUNT FOR A GIVEN MAXIMUM X&D.DESIGN PRESSURE RATING(P.S.0 AND PRODUCT MOUNT CONDITION FOR SLIP.1/8"AND PRODUCTMOUNTINGTYPE"FORWOODFRAMES:WALLS: CONDITION FOR INSTALLATIONS W!O STORM BARS PER.DETAIL2 BELOW - INSTALLATIONS Vd'O STORM BARS PER DETAIL 2 BELOW '- ---W12"X4".STUDS-AS PER LIMITATIONS ON DETAIL 1' "" - ... .:•.' .. - - USE MAM M WILE lE114Q?I,FOa1Pff RO NBIBNE AM Lm USE wAw F=K AiO,L=*UE... CHART lb CHART IC1 CHART IIbi CHART II01 ,�, SEPARATION 0 Tiq'ii�ul�T6tu°�Y 'uSIIN€ "ug FosmE O' ICM cuss uEst n To BACK of _ A"Uw ._ USE NAX"POSITIVE •USE WXMUM POSRNE WOOD GRADE ES SIAr.In WX.SLAT SPAN `Isu7L•((t) 5/1610 TAPCON XL ANCHOR.. AS.D.LOAD VALUE : 5/16"0 TAPCON XL ANCHOR AU.LOAD VALUE WALL - W W/o STORM m - . .. - _% _ - M(N:'SEPARATION _ NAX '._- RECUIRED MN6 SLAT SPAN - t7FgtRRED LQL SEPARAI�P( '.. .. - RE U) '1 NOI� 'wm ww0 ma. IIew1EaE MAX. -MAX.SLAT.SPAN � TO GLASS L TIO � 'SOUTHERN PINE 2.(G 05$}___ 6C - A.S.D. •(,yam{••({{} +. REQUIRED LEAM'M A.S.D. w.' (fi) - DESIGN ... &Am OF�Ttin)- DESIGN et9tG-oui •^ 1ml, DOUGLAS RR SOUTH(04.46) 6C 1 5 e 5 i 5 1/2 RESSU WALL Bnua our, inn-our W/O STORM BARS PRESSURE "fir uqu w/ u�ou w W/O STORM BARS - RATING MOUNT w/ %w/• RATING l _ SPRUCE PINE FIR-Sff)i(C 0.36 60 4 5" a s (ps.t-) NofE9a) HSrfsn" SEE NOOsa m-23orm; , Milo xow., (Ps.t.) Noma) Sm wan (SEE None ID ;- "'1°I . 10 0- 10 o., tU.'.D 1 7l 2` .' '300• 8-3' - 8 3'- B'-3, 1 ,...... .i 1/8.. . SSA++ 10 C` 10 0,,,. 10 0 1 7 12 ...35.0++ 7 9 7 9..... 7 9" -1` 0 7 ;1�7 ' Yn to 0'_ 10 0� 10 0 1 7 1/7,- ,.4Q0++ - / 7 7 7 7 7 Y..> 415.0.� IU 01D: ,.. 10 771�2 �30+� 7 t 7 4 7 •1 1 ' 5 1/8 �-, 50.0+++ 10 O 10 0 10 0... 'SOD - .:_.• 55.0 w 70 0" 10 b 7 .': 80A+t+ 70 0" 10-0' 10'-0".. 1" - 7 TJ2`. OO.Ii!�. T-3" 7 3 .."7 3 1 5I Il �` kE tI j it /r WALL MOUN, SLAT PERFORMANCE CHART IIII_:(ONLY VALID FOR 1/2"SLIPS' !! 1 .'' i FOR et o our ,I r ...... -..... ..::. ( I I i-8 3/e MR l I I - MAX. PDIIN,W." i I - �T , 144 FORAGNEN MAXIMUM AS.D.DESIGN PRESSURE RATING(Ps,fj AND PRODUCT MOUNT 11 W4'-WR \� ! g CONDITION FOR INSTALLATIONS Wt0 STORM,BARS PER DETAIL 2 BELOW MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE; CHART IIIbi CHART IIIC1 ) (� ) ` \, 1)2'PFLriooDrttwooD r"tiro _. , .. ERN FINE P. -. VALID F'ORDOIX'F/S-RR-9]UfH(C0.46) Y!/ 2 v�STUDS Yf/ (2}2•.B'vA00 STUDS SOLTH SIOE BEYOIVO)t .EkCH SIDE,BE WO)t USE MAX"POSITIVE SRjIJCE PIM-FIR-WH(G@0.36) . 51i6'0�TAPCONXLANCHOR AS.D.LOAD VALUE DETAIL 2(ELEVATION). ++VAUD FOR DOUGLAS--RR-SOUTH(cmnas) -DETAIL 1 (ELEVATION) MAX_ .....MAX.SLAT SPAN �dLASSLI SEPARMN TO .SOIRtEFPf R1E 2(0=0.55) S"v� T = u't DESIGN, - LAMK�(�) RMK�.SLAT in '^a VALID FOR SOUTHERN PIPE#2(G�.55) . -PRESSURE wxL BUAa-ouT DuxD-a/I• - SLAT SPANDEFINITION',.• L..- . uouxr Mw w/ Mou,i�w/ W/o STORM BARS PATINE (�.xDRse) (sse a u SA) i-0 /- SLAT SPAN DERNMON 12'-0' 1T-0' 12'-0'_ 1".. .,_......_9�........,.:..._.. .. 12`-0".. 12'-0' A VOTES it 0 .t2,.0 ...1'.... 9 .-.' '48.O.+p 12 0 12-0"" 1'e=D' -I" ''s'"' 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.C. DESIGN PRESSURE RATING. ' t: WOOD FRAME WALL TOL BE BUILT STRICTLY IN ACCORDANCE WTTFI SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF THE FLORIDA BUILDING CODE, MINIMUM'LENGTH OF I(�(t'�'fy'f�7� �S EITHER SIDE OF OPENING SHALL BE.33'. el I EITHER H .._ FLORIDA BUILDING CODE(Non High Velocity.Hurrlcgn6 Zone) Q•, G 2020 TILTF.CO INC- +' DRAWN BY INSTALLATION INTO WOOD FRAME STRUCTURE L\CENSF V� autilu� M.P. 'yL� Rotltng5hn(terSps(em 0e/8/2020 No.4416 7 DATE TILUT TESTING 8 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC _ e N.anln SL.6 Sm emxlw c„m ENS.N.:Sw6 608 S.W.WHITMORE DRIVE 0'• Pwn.,(2ueTi law r (2s)97I-I831 20-064 STATE I PORT ST.LUCIE FL 34984 �'. �'� e-moll UiewO Icom,. PHONE teao 719-8038 fA7f.-(772)87I0990�, r--04AWIN0 No ---`- w F F GRID ��4 �.. WALTER n.n°AffyJ..P.E. m, owaerno„ av n. 06 em v wrt t ( A „, �rt /� S / �;Q�h',E S(IL/SIGNATURE/DATE FLARIDA Lk..7T-4F167 I no';I7"eu> 'SHEET 20 Of 24 MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE WOOD GRADE,A.S D DESIGN_PRESSURE RATING(psf)AND SLAT SPAN RANGE WALL MOUNT&BUILD-OUT MOUNT TO ZVI'.WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 112"PLYWOOD. (SEE DETAIL i ON SHEET 20? fSEE DETAIL 2 ON SHEET 20}' DESIGN SLAT SPAN RANtF DESIGN SLAT SPAN RANGE.... WOOD GRADE PRESSURE WOOD GRADE PRESSURE , - - -RATING - - __�_.._ _ -- -- RATING tlto-4 >4fn5 >5fAG >GtoT- >7iu9' >9ioi0' >iuto-12' - .. '.. RANGE - .f' 5 34.0 6:: - 5 30.0 6" 6" 6a... 6" 6": : g" SOUTHERN PINE 2 40 6" SOUTHERN PINE 2 40 . 6 , tt" 6 s e" 4 3/4 4" (G=0.55) 45 s (G=0.55)- 45 4"5 /2"3 1 50 6" 50 6.. 6.. 6 6" 4 3/4" 3_.1 .._.... . .._ . 60 ,. 6". ... .. 64 s" .. .. 6':... .5:3 4"1 5 i/4 3 3/4" 3^ _ DOUGLAS-FIR SOUTH < 3U 0 6 DOUGLAS-FIR SOUTH s 30.0 6 s s"... 6" 6 6" 5" .._ G=0 46 _ .(G=G46)..:., 40 6. _(. ) 40. 6 6.: E:,' . 5 1/4'. 5 Tj4�: 4 1/4" 4".;., SPRUCE PINE a . -FIR-SOUTH SPRUCE PINE-FIR-SOUGH -- 300 6' S 30.0 6 6" 6" 6" 6 5 1�4" 4" G=0.36 -- G=0.36). BUILD-OUT MOUNT TO 2"4"WOOD STUD WITH MINIMUM,1/2"_PLYWOOD. SEE DETAIL 2 ON SHEET 201 SPAN RAN , SLAT GE DESIGN WOOD GRADE PRESSURE G-4 >4-5, >5�' >6'-T" RATING >7-9 >9-1D'* >1d-12' .. RANGE.-.g tlDUM W E YWHI W F. YSUlir W C YlDNY.W YOgNr W mww W ampa W YIXRtr W E:YN,M iW E NOUNr W Y .LE MOUM W E YW17r W 17)Itll7r W'E s_30.0 6" . 6.1 4 1/2 i 4 1/2„.. SOUTHERN PINE �j2 40 6 6'. 6" 6' .... 6 ,. 6 -- - 6 6 6 61. 5 1/4' 5.1/4" 4:.1/2 (G=0.55) 45 6" 6' 6 6" &" =: s° 6 6 1,2 5 i/4 a 5 4 4 m. _ $0 6: 6.. 6 6" 5 1/4. .5 1/4 .;.4.. 4., m _ . 60 6 6" 6' 6 6r .., 6 5.bI4:'._5 3/4" 4., 4" 3 3 DOUGLAS-FIR-SOUTHH s" s" s" s s s 6_'. ' 6" s" s" 6" s s" 5: 6 .__.._(G=0.46} fi" 6', �° b" 6" 5 1/2" ::5 1/2;' ..51/2"';5 ,/2 4 i/2 4 1/a.. 4' 4SPRUCE PINE-FIR-SOUTHs'. 6" 6" 6" 6" 61 61, 6" 6 61 5 1�4' b 4. 4' (G=0.36) NOTE• ti�i11J/ 4 FLARIDA BUILDING CODE (Non High,Velocity Hurricane Zone) MAX. SPAN FOR SWI FOR �����Q�� .... �� e2020 mreca we onA"ar A GIVEN A.S.D. DESIGN r.�: \CENS 9' s'��3tt1+Ii� yP PRESSURE RATING SHALL z Rot(mgShntter oeye/2c2D NEVER EXCEED MAX. SLAT - No:4416 'L: E INc, OAIE SPAN INDICATED ON SLAT =* * :7� / � TIILn TESTNb 8 ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC • STATE Q nxss P^0"'S6(ShW1+w. ,+"fw s'+ei+'v'. 868 S.W.WHITNORE DRIVE, 20-064 PERFORMANCE CHARTS ON +o�. T PHONE (BOOT,]T.UCIE.iDI [34904 -ooso SHEET 20: F a-mcEG UOOD6719�m .c� 6 <ORiOP �. WFFiaaiDA U. 44167 m:+i- ........ was' ..`\ ... .. avI x. cesom+mx.-.." .o�rz, uv.w- mzrrm wrz SHEET 21 of 20 �i s G RE CAL/SIGNATURE/GATE d �* nr x TABLE 1 MAX ALLOWABLE STORM BAR SPAN,(ft) FOR A GIVEN A.S.D. DESIGN LOAD fp s.f.) &A GIVEN'STORM BAR SPACING (ft)*i so�1 STORM BAR SPACING (FF)A. DESIGN . ..... PRESSURE RAnNG. 2' 2.66T 3' 3.5' 4'. 4.5' S` 5.5' 6' 6.667' 30 0 11 0' �11'-0 11 0 11'-0 11'-0" 1.1 0"_ 1 1 0 1 i'.-0' 1 1 0 11'-0" THIS REGION IS ONLY VALID.FOR INSTALLATIONS ...._.. _,. ;' W/ 17OR MORE STORM BARS,PERSHUTTER 35.0 ' 11'-0`- 11-0 11'-0" 11 0 i l'-0" _11'-0 11 0 i 1 0 11 0 l -0" r.".._... _ __:- ._ _ 46.0 11'-0" 11'-0" 11 0 11'-0 ...:..,1:.1. .:0 11 0 11 0 ... 11-0' 11 0 -_....._ . _ - ..., 45 0 91'-0° 1 1 0 1 1 0' 11 0 11 0 1 1'-0 11 0 11'-0' 11 0" 1 1'-0" _ __... .. _ - - N 50.0 11'-0" 11'-0 . 11_ 0 11 _0 11 6 11'-0 11 0» 11 0" 11 0 11 0 . ._ ... _ .. -. kw -_. 1. THIS REGION IS ONLY VALID FOR INSTALLATIONS 55 0 11 0" 11,'-0" 11'-0" 11 0 11 0' .. 1 i -0 11�0 11 _0' 11 0 11 -0" * W/ 2_-......._....__ .............._ OR MORE STORM BARS PER SHUTTER. _.. . &0.0 11 0 11'-0" 11'-0" 11 0 110" :1 i 0 1 t 0 1:1'-0' .11'-0 . ...............:. _.._ 65.0 11'-0" 11'-0" 11 0 11'-0 11 -0" ill-0. 11 0.:...:;. 1.1'-0" 70.0 11 -0» 11 -0 11 0 ... 1 1'-0 1 i _0 11 0 1 1 0' 11 0" * 11 -0 75.0 11 -0 11 -0" 11 0 11'-0 11 -0" 11 _�.....•, 11 0...__..,. 111-0" .........._ -._.._ 11 _0 11 D 11'-0 11'-0" 10'-10" * - _.................. 85.0 11 0 ­ 900 11 O". 11 -0 11 -0" 11 0 11 0-- 11 -0 950.. ... 1.1'-0" 11,-0 11 0 11 O„ 11'-0" 11 _D - W . _ - _........._. 100.( 11 -0 11 -0' 11 0" 11 -0" 11' 0" 105.0 11'-0 i 1'-0" 11'-0" 11 0 11 0' 110.0 11'-0" 1;1'-0 11'-0" 11'-0" 10 10- , _ - - _ ._.__ ...._...._.........__.__ ......... 115.0 11'-0" 11'-0" 11'-0" 11 -0 - - 7. - .........._ ................ ..__......_� _ __-- ..,..,. ... . 120.0 . 11'-O" _11'-0 11'-0" 11 0" - - - .....I. ....... ......_:.:- �. _... _L2 12b0 1] 0,. 11'-q 11 0 10'-10° . ._..._.._ - - 130.0 11,_�„ 11'-0" 11; 0 ... __.. ... .._ ___.. Q 135.0 11'-0, ` 11'-0 11 0 ._.. - ..., 140.0 1 i -o . . 0,.. 11 0" - - __. .....- ..................._. .........:......-u - _ ................ - - 145.0 11'-O" 11'-O" 10'-11.,, - - - _:,:: 155.0 11 _0_ 31'=0 - - . -. - L 16()'0 .........t ** MEASURED IN BETWEEN CENTER LINES OF STORM BARS IN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) FEET OR FROM TIP OF SIOE RAIL TO'CENTER OF STORM BAR. K�Y`�Q�..,• 0 2020 TILTECG Inc. tjj "DRAWN 6Y: LIZ, utterSFW 66/s/2020. z No.441 7 • DATE TILUT TESTING &ENGINEERINO COMPANY EXPERT SHUTTER SERVICES INC. e]sa xw.awn.u.u.w],Vac u Wrmr]ts,,t attar 868 S.W.WHITNORE.DRIVE 2D-064 . =�; „ / FFwm:(aWRrJI-1 a]D.Pa.,(]OS)671-t]]i O ST.'LUCE F e4-_ �� C�J[A aTATE 0 "-mml:utt��oaem.o"m I DRAWING No r - PNDYE.(E66J)�Y-Y6a6,'FAIf:(7TQ.6T1-8998 . .. j.��'•.FLORID 'i•'.•' -` Wd1.lER'.TIL11I'Jr.P.E 'm.x. mcamm. .aM: m, nsmrron ••' C?�•��• SEAL/SIGNATURE/DATE RORI84 Liar 44167 t" P�lhau imr sxEEr 2a w 26 TABLE 2 TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION S-S'(SHEET 9) FOR A GIVEN.A.S D DESIGN LOAD(p,s.fj,&STORM BAR SPACING (ft) SECTION 81-131 (SHEETS}'FOR A GIVEN A.S.D.DESIGN LOAD.(ps,f.),&'STORM BAR SPACING (ft2 STORM BAR SPACING V'(Ft) ASA STORM BAR SPACING a"(FT) vaessus .._ Rm 2' 2.667' 3' 3.5' 4'' 4.5' 5' 5.5' 6' 6.667' • 2' 2.667' 3' ; 3.5' 4 4.5' 5' 515' 6' 6.66T 30.0 A,B,C.D AB,C�D A.,B C D ::.AB,C�D_. AB CWD_ : A B C;D_' A,B.C,D A;B,C_LD AB C D 'A,B,C,D 30.0 A B.C.D „ A,B,C D :�0.8;C D A,B,C,D 'A. D.._, A,B C+D A B,C,D AB,C. A,B,C '.;'A,B,C.'.,: `33A A;B C D A,B,C,D A,B,C,D ttiBC,D .� ,C,D hB C,D AB,C;R„_ A BIC D_: A,B;C,D A,B;C•D..: 39.0 A,B,C,D. A,B,C DA B,C D A B C D A,BtC�O A 8 C A B,C A,B,C 400 AB O;D, A,B.C, AB,C,D A,B 0 D ... A;B,C,D A,B,C,D A,B,C_D... ..A.,-B G D ...A,B.C,D AB,gtR 40.0. ..,.A B,C,D.: A,B,C,D. A,B C D A,B C D A,B C A 8 C A.B.0 A A _A.. _. A B C D.- A,B,C D� ' 0.B,C3D A,B,C;B A,B,C,D�. ,A 8 C D m: A,B C D A,B,C,D A.B.C,D ..A B,C W_ 45>0 AB,C,D :. A,B,C,D ... A,B,C D __A,B,C. ABC A 0 6 '- A "A A A-.._.... _ �..._. B.C. ....._....,.. 50.0.: A,B,C,D A B Cb__:;A B C D AB C.D� A,B C D A.B,C,D 0.6 C,D 0.B C,D „A,B Q D A,B,C 50,0 -`AB,C D A;B.C,O A,B,C,D A,B,C .! A,B C ".A .. A A .. _„55.0 A,D C,D A,B,C,D hB,C.D .: AB,C,D A 8 C D. A,B,C,D A,B,C,D ..._A B,C,D AB,C A,B,C, 65 0 ABC 0 A B C,D A,B,C ; AB,C A :..A '. A . A AB,C,D 11,B,C,D AB C D AB,C;D 0.B,G,D AB C D., "ABC-D 0.8,C.. A B,C A;B C "-" ..�.�,. ., - _ 0, _ .. AB,C,DA,B C A,B C A B A A A .A a5.0 0.B,C,D A B C D A B C D - AB,C,D A B C D B.C,D AB.0 0.8 C: .._._ABC' ,CAB 0., A,B,C,D ABC -.A;B C - A A A A• A A A 70.0 AB C D B C,D 0.B,C,D A,B CyDm A B,C,D .AB,G A,B,C A,B,C .._A,B A 70.0 0.8,C,0 _.0.8 C _A.B A. A -A _ ,A A A _...w_ .�..._ ..... 75A AB C,D 0.B,C,D A B C.D, .A.B,C.D A,B,C_D_ ABC. A B C AB A A _ ___-`__„„_,. ,m.._.„.,,,,, _. „..__.� 75.0 A.-�B,C D ADC A �--A ... 80.0 ..0.8,C,D.. „A,8_C D_ A C.D AB C,D,, ABC. A,B,C ABC A A A __......,.... x.,.>... 800 A,BC AB A A A .. A A 85.0 -�A B C D A B.C.D. 0.8 C,D� A B C D A B.C_.. A B.C.... _k 6 A A A__. ... 85.0 A B C A A A A A A. - ...90:0 AB.C,D :-.A.B.C„D _ B.C,D A,D,G ABC AB.0 A'. A ._..,..A... A`_. . ",'800. ;A,B C _.__.....,A ..., A A „_.A,_ _ _95A A B CD aB,C,D 0.8,C,D ABC A.B,C 0.B A.... A. A .. _ A......_ _9S 0, -.:ABC A - A" .A - IW A BED. AB,G,D 0.6.0 D 0.B,C : A,&C.._ A A A A _,_A ;- - „ ' f05.0 A,B;C,D'.: ABCD BC. A,B,C, A,B,.mm A A A A A 110.0 A B C D 8 C D ..A,B.0: ,AB,C ',.`.A ..A A .,A A A -"._..._... .._,.-. .._. 118.0 A B C D A,B,C D AB C.. A,B,C-:' A. _.... A_ A A' A A .'".._."�. '120.0 A,B.C,�•,U -- !48+D.. >,._Ai.B.0 A.B _..A..:.._..:.,...,A A A A... A_. "120.0. ,..A A _ A A. - - - - 125.0 A,B C D.' A BB.C^_ A.6.0 .A ... A .A A A... A A." 125..; _ ... _,_,.m.... ,.725A ,.A A A _130.9 B C.D .�..... D.0.. .A,B,C A '. A A-„-„- ....A A A A. _..13 ...,..._ - ................. Ae...-.-.,... .. _k... .. .... ........_ _130 0 .A A A 139A A,B,C,D AB C_:. - AD C. A A A A A A ...... ...._ _""""." _..140.0 ..A BCD _.ABC A6 A...... A A ... A A A ._.--_..: - 145.0 0.B,COmm AB,C. 0.8.... ,. A:_.� A.... ,.A. A.: : A A ..>.w.,._ .,.e... 145.0 A : A A - .150.0 K0.6.C,D : ADC-. A A....._. A ,... A A.:.,. >: A _ m.. ,. ....::.:� .._ -.. ..._,.... ., ..._...� _._.... 150.0 A A - - - - - m_165.0 _ ABC - A.B :... A A A A A _ :._A. .._...;... - 155.0.. ._r,A .A.....-.» m-. i 150A AB C ..:.., A : A A A A - - - -1900. ...,.._A A - ANCHORS TYPE LEGEND A• 3/8.0 CARBON STEEL KWIK BOLT TZ EXPANSION ANCHOR W/ 2 1/2" Min- ' EMBEDMENT*& 5" Min. THICK• POURED CONCRETE (f'c 3000 psi) B 3/8"00 1/4" POWERS CALK-IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*TO POURED CONCRETE (f'c =3000 psi) & 3/8"0-16 -- MACHINE SCREWS C, 1/4"ex3/4" ALL POINTS SOLID-SET' ANCHORS W/ 7/8" Min. EMBEDMENT*TO POURED CONCRETE (f'c = 3000 psi) & IpJJljjlj'�j I(4 1/4"0-20, 18-8 STAINLESS STEEL MACHINE o�,` H ,1')1� �. FLORIDA BUILDING CODE(Non,High,.Velocity 13urricone Zone) SCREWSCEN-- 02020 TILTECO INC. DRAWN OY-. ,.D 5/16"0 [TW/E3UILDEX TAPCON ANCHORS W/ - �. ,� ' ' M P• - 2 1/4" Min. EMBEDMENT*TO POURED - N0.441 6( - ----� _- D(^� �C 0'INC DingSh HerS�stem Ds�D Tm2o CONCRETE (f'c = 2899 psi) 11C; * T WT TE NG"g ENGINEERI140 COMPANY' EXPERTSHUTTER SERVIC - Eg' , e]31 KN.3atR BL;fib,]0!,VgBWA WNEIiB, 668 S.W.WHITMORE DRIVE INC EMBEDMENT IS BEYOND ANY FLOOR CEILING FINISH STATE OF �� Eaq.+(A 0:tip•T :(Jagali-+m+ 20-064 �" a-mail;Ultaco®ool,eom PORT ST.LUOIE FL�6;86 - y 9' ,`('4 DRAWING N. / �0 F<ORID�' v' C4 0006719 PNONfa( )769-905a fAlf. T2.H11 OB80 F ��.. WALTER A 71LLR,Jr.P1. BaBanw, aua w ....mat ....,.... �4 ss�o'••'.': i�, \\��P.E. SEAL/SIGNATURE/DATE noRIDA Uc.(I 44187 + .ao:n-su. ry _ .SHEET 23 of 26... .. SCHEDULE 1a SCHEDULE 2a; FLOOR TO CE(LING.(TRAPPED)MOUNTING WALL MOUNTING MAX SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN:{FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D., A.S.D.DESIGN PRESSURE RATING Ims.f.),& A MAX.`MULLION DESIGN PRESSURE RATING(P.S.F.):& A MAX.MULLION-SPACING(FT)' ` SPACING(ft) MAXIMUM MULLION SPAN(FT) MAXIMUM MULLION SPAN(FT) lux D MAX D, ►iximuN O Gi 4"x8"xIM'MULLION G2 4'x7"x114'THICK(318'FLANGE)MULLION ► n" ©4"x8"xi/4"MULLION G1 4"x8'ki/4"MULLION G2 4'x7'x114 THICK AS.D. MA)DYUY G 4"x8'X1/4"MULLION f>61CN PFM3SM --- - FLANGE)MULLION _ - (pafJ ORIENTATON'.g1 1'�ORIEMA110N 2(Q ORIEMA 2N 1 ORIENTATON 2 Q) ORIENTATION i. �) ORIENTASPACING SPACING PATING TION'J2(Q). (P•••1•) (f ORIENTATION gt t ORIENTATION 2(Q ORIENTATION 1 ORIENTATION 02(Q ORIENTATION#2 Q ENO INTERIOR END - INTERIOR ENO INTERIOR END INTERIOR END END INTERIOR' - END. INTERIOR END INTERIOR END INTERIOR END INTERIOR F1iD INTERIOR 20'-0' _7 1D 9'-6" ,.....7.. 3_. ..,12 0' 9'-4 10'7 ..8'-0' r12 _ 9'-8',,,,,_. ..._. 7 8 12 .8,.. 30A 20 Oe_ ;_.7 10 .:4, 8 .....;,7 3 12-0 - 9'-4• ..... . 8•-0• 12 8 .. 7 B 1.2'-8•.. - , ,6•-9. 11' S• 8'-B 10'-0 '7,7 T 8�-11,�,.......,,„ g 11_,;W„ 12W B" 35.0 2O 0_ 6'-9 55' -10 0 T-T 12_6' 11_, •_B'-1 - 9 ,7 ., 7-3' _ 8'-5" 6-g' 12'-8•. �0.0_ 20 0'. __8.10 8 10 8'--4 f0'-11 g-1 9' r 7-3.` 128'........._..... ._..... ..,_4SA 20-� : 6-68- 88 10 ,T._... . 1 -2` �12-8�„_, O -8• 8 . -8iD 8 Z B 93 8.11 12'-8' 62` 12-6'...._..M. -0 8 2 _'. B-2 B 0 . 71 T.'4 .:. 8'-11 8-7_.. _ 7_4�................ 5_.17':._ 12-8rW 6D.D ..::::20..U'. 9 .2 ....8�2 6'-0 f0 2 .. 7-4 g-11' 5'-3' 12 20-0' 5-11-1 Y 7 11'„ 5-9 9 0,,;,__, 8 -B'-7 8,-.3_,_, __,„._ 6'-B' S'-7 12-6 83.0- 20 0 5. 11 T-11 5'-9' 9'-1080.05 6• __ 6'-4 8'-6 8'-2' .... 6 4 5-6" _.12'-g� 60A ,19. 5 5-9" 7'-9' 5'-6_ 9'-8 6'-10 8 6 4 B`- 12 D�. 5 B 12-6•18-4' 5-9 7 9. 5-4 8 4 •; 6'-4-... 8-4. 6 2- -4 5 6 12-6 BSA � 1B-•4... 5..9 7 9. 5'r4 .9-T 6'-10 85 4'-8' 11-10' 5-6 12-[i_-_.._ _..._.... ._..._. ....2 ___6 -2 6'-3' 5-6 ..12'-B' 70A 1T-4' S 9 7.8 5'.-4 9.8 8 T10 8'-4'., 4 8_ 11-9. 5_-6 12 6 75.0 18 .6' 'fib 9 7 7 5 _4 „.:,_B'-0 6'-3 __8-D 8'-Y 11 7+...,., _8 3 „_ 5'-6_„12 b 7A0 18-6' 5-9` 7 7._ 5 4 9-5 g-10 B'-3' __4 g 11 -7 5-6 11� 5 60.0 15 9• g 9 __.7 7._ 5'-4` ..7 10_ __.6...3'_„ 7-10 6'-2 11.;_6 .8 3 5'-6 12'_---- BO.O_._,_15'-9' 5-9' 7 7... 5'-4 9 4'.. 6'-10 8'-3' A-8' 11 6•.._ 5 8 12'-4' &SA 15-0 5'-9' 7 7.::,_..._5_4•. 7.9 __6•w,d' T-9 6, 2 11•-5._..._.-.„..6' 3" 5 6__.r 12_.3,,,,,�, 88.0.. . _.15-0' 5'-9' 7 J 5 4 BOA._._14'-2' ._5 10T-r 5 5 .....?„9 6 b :. :7 9•._ 8-3" .. 113.„ :,;.._. ..6' 4 ...._.. -5'-7. 12-3....... ._._90.0 14'-2' _._5)-10' 7 7 ... ".g.._5�. .B'-3 6,:_,11 8 3'„ 4 10 115' S. 7,�, 12 3 _ .. _ ., ..93.0 13•-5' 5'-10' 7.7 8 6' 7 9 - 6'.-5•._.._ S'-B 72-3 ..........13'_-5...,, 5 10' 7-7 5'-6'...__._9'-3 8'-11 ...8 3 A'-11' 11.. 5.._;,. S B_...w 12...3 5&0 12-0 . 5-11 ? 7_ 5.T.: ,, 7 9`.. .8 8' T-9.._.._6 4 11'-5' -Fi'-6 5'-9•._tY-3 100.0:..,. l2 9`. .,...5._11 7 7 5'-7 9-3' 7-O B'-2' S 0' 11'-5' S-9 12'-3- ..V..�..•._..,..m... _. ,... 5•_T.,......._7 9._.:_ 8 ,„,7 7_,-9'.__ 6'-5 ....1.1-5•.. B 7 ._ g'-9 - 12 3 705,0 12 Y._ ...8'-O' 7 7 5 79'-3 j,.1 B 2'_ 5 1 11 5•.-...5 .9 .' 12 3, •. fl0.0 11.7 8'-0" 7 7., 5.8 'T�-9 B,8 1'-9 6'-8,- _11-8' „, .6,B` 5..10, .7 6'-1' 7.7 .. 5 9` ,. ,,,•7, -9'_.,. „. 8-9 �.. ..T-9 8,-7 11•-5' ... -._.>6. 9`..�. ...i, 5 11:,;. t2'-3 113.0..._ 11'-1• 6 1 7-7 '5'-9 B 3 72 $'-3' .5'-4' it_-9' : 5 11 12'_3.- 120A' __T fi 5 9... „7:9' 6-10 T-9• 8'-7 11-5 6-1o',„,•„.„„ 6-0 .: t2 3..__, _,120.0 10 6,..:.�.9 1' 7 6 5'-9 9'-3-3 T-3. 6'-2' ,SrS 11 5 6 0 . 123__ ...__W._w. ..........w 12b.0 10'-2' 6'-2• 7 7 5'-1O' 7 10-. ...7:-0.._ T-10 g-9. 71�.S _..7.0..._. 9•-1'__.._12 3_._ 125A.......,_1Q,2 6 2 _7 7.. -5•.]„0 ,..9::3• � T-4 _8 3' 6 9 M 11.,5 9 1'.. T-3 . L3Q.D- 9-10.. 7..7 .... 5...._,...r..-„-10' ,.7 9 ... 7•-0� �7�-8.�.._._....._6._8. j 1'-5:_...._. 7-0' .. 6 1.�_,.., 12�-3.......:__ .:130A 8 10 8-3�:„. 7"'7Y ..5-10 9'-3' T-4� 8. 2" 8 9 t l'-3' 8 1 12'-3 133.0 •9-5 6'-4' ._7.7 ,,,,_,5 11,.,„ •7,10 ..7 2' _.T-10', .B'-1Q_„_,11.5,.,_. ,__ T-2' 6 2_;.::12-3, „_;133.0 9 5 ._......B.-4 7 7 5:..11 9'-3 7 5 8 3' 6 10• 11'-5' 6 12..3.,.. 140A .9'-1' ;..._6'-4_ •_ T-7 8'-0� 7 10 mm7-3Y,.,.... 7�10 6'-11 •,11-5" _, ,7 3 8 3•,,, 12 3_,_ 1�OA 9 1` B4' 7 7 8'-0 9 3. 7 8 B 3 B 11 11 5 8 3 123 _1�13 O._ 7 9� 7-4 _.7 .9.. .. 8' 11 11 „,,.-5• •„_.T 4 ,_6.. 3 12-3.,.,„ -146.0 8 1 O ......6'-6',W 7 6 ...- .6 D 9'-3 7...6 8 2, 6 11 11 5._. 6 3 12 3 160.0 8'-6' 8'-8' T-7• 8 1 ..._.�.�.-9...,,. T-5'_....?�-9.....'.. 7 0 _,11 3:.. .. 7, 5.. _^;_..... 8-4•.._.12-?..,.. 130.0 8-6�._...,..9 g ,,,.7 7._. _6 1. .. g•_3 _••.._7'7 8.2... ....7 0 11-g•..� 6 4 12 3 156.0 ..8,_3. B•-9• 7•-7... ....6. 2'._. T-9' 7-9 _.T-9 7-1' 11'-5' T 6 165.0 g _..?..:7,__. _B-2 8�3 T-g 8.-2.. Y-1'_ 115•._ 6 5 - TZ-3. 180A -8'-0' 8'-T 7'-8' 8'-2' T-9` T=T.' T-9 T-2' 11'-5`. T-7� 6-6` 12-3 180.0 g'-0• -6-75' 6 6` -'- 12'-3 `MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D,DESIGN PRESSURE RATING SHALL NOT 6E EXCEEDED, t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT. .33 Te'iff*i - 1 TEND MULLION ter. �.....__..._.: • , -- -� o I--"'-: ": ..-1, INTERIOR `#'►� I I-MULLION F .. I � LORIDA BUILDING CODE (Non High Velocity'Hurricane Zone) : ♦"5y' E .�Sy ' `•\'•7��•''�\� . 4gi'iiy.ip jjS DAWNEN,p` 0202011LTECO INC. M.P.yau BY•. MULLION SPACING:"S" Np,4416 5� _I �: `.O Rouings6niters}7atem Ds/DATE EXPERT �+��• TILLIT TESTING do ENGINEERING T SHUTTER SERVICES INC DATE STATE�F �•4U / �7 ease x.w.sca.sl.,su.ws,nxcwu c�amxs,n idea e68,S.W.WHANORE DRIVE 'ZG-064 A•, /'j•�(/ - Rws. pse)eTI-IW1 FORT ST.LUCIE.FL 34984 11 �• O� fit/„� a-ma I:Oftwo..I.- pHONts(600)749-9066,TAX:(772)1171-0999 DRAWIHO No J LORI ti. CA-DD06719 ,w wwma urt m. maema ouc. -eii(`�`p••.......••' ... WALTER A TILLR 44 67 // V S1.0 A� t\♦'P•E. SEAL/SIGNATURE/DATE RORIOA Llc.d 441b7 a m it-w / • SHEET 24 OF 26 + SCHEDULE 1b - - SCHEDULE 2b .FLOOR TOCEILING-fTRAPPEO}MOUNTING MAX SPAN tRi FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX SPAN Wn FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D. A S D DESIGN,PJtESSURERATlNG(p s f)8 A 12'-0"MAX MULLION SPACING ff0 DESIGN PRESSURE RATING{p,S.F;),,;&.A 12'-0"MAX.MULLION SPACING:( MAXIMUM MULLION SPAN(� MAXIMUM MULLION SPAN(Fn' ` WK LIAX ©4"x8"x1/4"MULLION G1 4"XB"xt/4"MULLION G2 4'xTx1/4'THICK(318"FLANGE)MULLION MUUJON d 4'k8"x1/4"MULLION, G1 4"xtl'x1/4'MULLION G2 4'zTx114'THICK PTtssvRE SPACNO 'FLANGE)MULLION PfMSSM SPACBIo (�pa.1.) (ft} ORIEMA1tON�t--� ORIFMATION`2 �) ORIENTATIONS 1: ORIENTATION 1)2(Q) ORIENTATION 1 � -ORIENTATION'�2 ). I') (� .ORIENTATON d1 :ORIENTATION 2(Q) ORIENTATION- 1. OWEMA710N 192 Q) .ORIENTAl10N 12„ INnRIOR END..... INTMOR END INTERIOR END INTERIOR ENO END INTERIOR END. INTERIOR END :INTERIOR END INTERIOR END. .INTERIOR: END.. INTERIOR. �70.0 t2'-0' 11',-T 11'-B' 9'-9 12'-6 ; 12'r8' [1,2�e',,:, 10,;_7__. 12'-8', fY-B',,,,,, ,_ it_„V--3 ;,,;,12-6• 70.0 T2'-0` B-B• �i t'-8_" 9-9- '12'-8' 12'-8� 12'.6. 10 T 12'-6" - it'_3' -12-6`,..... JSO, .12'-0' 10 7 10'-11' 9'-2' 12;-„g 1Y-,8 11 1m.0 0 12'-8' 12 B• 10'-4 .12„8 „_,,,,35.0 .:'.12ry 0'," 9'-2' 1° 71'_ 9'-2' 12 6 12'-8' 11' 11 10 -0" 12' 6 -10' 4" 12.6' 12'-0' 9 10 .._,10'-5 8'-9' 1 Y-6 ....11 8 ,-4,.:".. 9 8..: 12_v 11-10'. .: 9'-7 12'-8 ........40�0 12-fl` 8-v 10 5 a'-B' 12-6•...... 11'.-g� 11' 4 B 6 12'-8' 9-Y 12 g' 4&0 .12,-0' 9_3. „ 10 1 8 4' 17_5 10-11 11',_,. 9_-1 12-g 11 2.-, ,,,,_ ' p-0 _,.12,-8_„_ 4B.0 -4' 10, 1 g'-4' 12'-5•, 60A fY-D'. 8'-9` - 8 B'._ "'8'=1'-" 12'-0 10_.4.. .. '-T 0'-8' 12_6 _. 10'-7_ _8'-8 12-8 .: ;_59.0 12'-0' .B'-1" - 9 8' 8'-1' 12 0 ,10 4`:,_'..10' 7 ._W-0, _12'-8' DSA 1Y-o' B'-4• .„;;.9 5, 7�.10�,: 11'-8 9- e 6 12 B_„ T 10', 11 8• 9 10• 10'�T 8'-6 12 6 5 1 12 B`60.0__ IY-O_, B-0- B-2 ,,,,, _ -11'=4• 5' , 11 .83'..:, 12 6 ,;; 9T - T-_9 1Y-6 .T ,,,-12'-0' 7 6 9'=2• 7 6 tt 4' 8 5 _9' 11 a-3 126 .7 8 72 6'12'-D" T-8 : 8 11 7._2, 11 0` 9'^• - ' • �,,,,,,,, � 3' 7 5 : 1Y-8' BBA 12._4 7 2,- :8-11' 7-2 -„11�0 ,,,9-f 9 8 0-0 8",", _ ...-. �...____„_... � 12'-8` ..-11' 7-2• W-6• 70.0 12 0 8-11 B 8 - ^ - ,J 2. 8' T-Y' „ 12'70A 12-0 7-4' B'-6' 8' 11 10 9• 8'-8' 5... 7 10. ... - , ._ .T,...,-. ........ ... .._.... _ ..- _ 12-0- _7 1' 8'-B' 8'-8`. t0'-B 805_� 9 J" 7-e'-W 72-8• B T, 6 11 12- 6- '73.0 IY-0' ^6 .8 B,_6 -,6"-8• t0'-6'._._„_�„e-5' 9' 3 T-B 1Y-8' 6 11 12..8_,,,_, -80A 12'-o" �,6 11 B'-4' 6'-5` 10'-3...... 8 2: 9•-0' 7__5• 12_B 8-4 .._ .... 8-B _,12�8,,...�. 80.0 12'-0 g'-5- B,4 g'-5• 10'-3` 8'-2' 9':.0 _ T_5 12 8 g.8' 12 g 8'-8`" 8'-2• 8' 3' B'-9' T-11 g'-10' 7-T 12-8 g-1 'B'-6' 12-8 8BA 12'-0 8'-3. 8 2'- 6'-3' 10'-1T-it` 8' 10 T 2 12 9' 6 g,. 12 8 BQO8'-8' 8 0 _6,.1 e'-2• T^8' .8 e.._....T=O' 12 5�':..:....,_.T-10' 8'-47._. 12�-8�,�, 90A 12'-0 6'-t• g 0• 9-1 ...9'-11• Y-g.._ ..._gV-g T-p .1T 5 B-4' 12 '8 T-5' 8'-e• 8'-10' 12'-1 _ 7-5' e'-2 12 B 86A 12 0 5'-11' 7 10 5 11 ......... '-8^ 7 8 8-0'� 8'-10` 12'-1 8 2`mm 12 6 10 5t {1....:_8 8 ........_..._.- .....„ ...... .. _... _ .. - 10Q0 12'-0• m.8-?�..__. 7 fi' ,w 5�.B 6'-J' _. 7:0� 8' 0 ._......I2.6'�... 100A 1Y?0•_...._6-a_.._..... 7..._8 g_9.- 9 7 7 .4 8._g.. - 5'-6' 11'_8,_, 8....0 19 8". , tOSO 12'-0• 8'-0' T-7• 5' 8 T-10 7'-10• W-6' 11'-8 6 8' S'-10 t 12'-0' 5'-B• T.-T - 8-8� 9-4• __7. 1 B'-3 -5'-3' 11'-6 5'-10` 12'-4` 'SCHEDULE 2b',(LIMITED LOAD,MULLION SPACING&SPAN INSTALLATION) _ SCHEDULE 1b' (LIMITED LOAD MULLION SPACING&SPAN INSTALLATION) WALL MOUNTED MAX SPAN{ffl FOR END&INTERIOR MULLIONS FOR A GIVEN. FLOOR TO CEILING(TRAPPEDi MOUNTED MAX SPAN(it)FOR END&INTERIOR MULLIONS FORA A SD DESIGN PRESSURE RATING(D s f)AND FOR 12-0'(CASE 1)&8'-0•(CASE 11)MAX. ' GIVEN A.S D DESIGN PRESSURE-,jp s TJ AND FOR 12--0"(CASE.It&B-0'ICASES la&III MAX.MULLION MULLION SPACING(RI' SPACING(R) MAXIMUM MULLION SPAN MAXIMUM MULLION SPAN (Fr) � + G 4'x6+x114'THICK Gi b'x8'z114'THICK rx1xVM1'THICK c�Es "a, G 4•x6'x1(4'THICK Gt 4'xS'xtik'THICK G3 2'x7'x1)4'THICK LAX1NSW1Al10N OF310N YL�xM! MUWON MULLION RAAK'.'MULUON D.ddiQd1MN MULLION MULLION '_ MULLION ULUON )1 as }• t ATWN E1 axT&fl 11 CiDDiIAm F aDi!x11at 11 owDax"F$PAW+G 13xx1 fN1gI0N Ott CASES RATNc A m �11(RExrxaav 1, II 11 DRENTM ImmoR l - END .(P+•L)Ram (R)'- f�t (0)t: �t �t (0)'l (4t Mt. (fit (li)t �t �/t (9)t END END INTERIOR END INTERIOR INTERIOR END INTERIOR :...END . INTERIORS END- INTERIOR INTERIORTERIOR:. _( I - 30.0 12 0 - 12--8' mm12 6 12 6 12'-6_ "SOA 12-0'. t2.8' 12 8 12 8 12 61- it : 35A 12 8 ,2 6 it 11 12'-8 12-0' 12 8' 12 8 11 11 1T 81 "...... 3� ,.._ - A 12 '0. 12 8 - ll 8 11. 4 12'-BA12-0' '12 7.B .11 a" 11 4 12 81-0" . 12 0 12510 110ICASE Y .'1S0 12 0' 12 3 10 11' l0 11 12, 611-0• z ..INTERIOR 12 0 - 12 D _10 4 10 7 12'-6 7 12' B 11'-0" ,i,w_._._..✓. 12-0• - 11 8 _ :9-10' ^70 _ I MULLION tsso 1z 0' - 1T a s'-1o' so J i2' ti _ Tt'-o' ; i - - - - _„_BD.O 12 0' 11 '4 B 5• 'r B' it ,72'.6 .d1 0 BOA '12 0' 11 4 9'-5' 9 11 12' 8..... 11'v0" ..__ - . �,8 '12 O• - 11 3•_. 9 4' .....9' 11 12 6' ... 80A 12•-0'. - ... 1t'-J': a 4'_ 9'-l1' :t2'- - t1•-D' .�.,:,p .;:,,., I*�.. - - JOA' B•-0' - 9 0 a'- 9 0.. .9 0' �-• 9 0' 30A 8..'.0�...._,-.,.;".._ 12�-6' 12' 6�.__._12'78` 12' 8 ,_ 11rr.0. 1"--•.-S•._.... -.•S•.v_,.. _ JB_A g'-p•.„ '9 0 12'-6. 72'-8,......_12 B' Y2' 8 11 0 -� 4. '.....60.0 8'-0' ..8,_0' 9 0. 9 D 9..0: 9 .....0` !00 �'-D'..........._-._ww 72,_6.. 1z'-6 12 8 ...._12 6 ii D._.. MULLION SPACING:"S, ido e D s'-o s o 9• p• 9-0--- -;Fa- 9 D' 12 8- 12'-8' 12'-6' - 11'-0' ., _ .. CASEh',•,,.M......._. "........... _..... ..._..•� .........__.,„_.,......__-.- �60.0 8 0 _ 0 D 8 0 9'-O• 9'-0 - 9 D .- 12 6 12-8_ 12'-1` _,_12, 8 w- 11-0' 65.6 8.p 9 p 9 0 0 0 9 0 9 p �o _', e o .. fz s_,, i2'-6' u a t2' a t1-p' .M}AXIMUMMULLIONSPACINGSHALLBESUCH �•o s o... 9 0 B p 9 12 2 ' 1 + i2 2 _ 11-p' THAT MAX.ALLOWABLE SLAT SPAN FOR THAT wit G•0 e' o'" eoa e'-D•. - 1Y-o' 1z'-o• �1%• .1z-o _ n'-D" DESIGN LOAD SHALL NOT BE IXCEEDED. Too a o s o' e o 8 0 " 9-0 •„-9 0 _ rr-SBA 9. 0 35A e'-°•_ 9 o s o' s D ' ,_s'-o' - 9-° ..- MULLION ORIENTATION IS AS SEEN FROM THE �--- 4pA B'-0 •' .....9�-0�....... .9'-0' 9-0- 9.,.:.9' °� .. _ 9,_0. t ,, ..._,.._,.. ,._...._..• ._. __..__..._. ------- BSA 8'-0' 9 0' 9 0 9 0 B-0 - 8 O, OUTSIDE(EXTERIOR)OF PRODUCT. - BOA B'-0' B'-0` B 0 'B_ 0' 8' 0,.� _ ..9'-0• ....... .. ...._.-___._ .._: -_._....-. '0.5.0 8'-0•. .8-O' B.0. 9.-0• 9'-0 _ 9-0. ' 66.0 :.9,_0•.. ... ..B,-0,:.. 9_0 9 0 . 9'-0• - 100A.... 8,-0. .._- 9,-0. 9'-0• 9�• 9._0 - ,9�-p•m., B0.0 80' 9 0 8 0 9 0 ti 0 9.:-0 CASEU ma B D• 9 0• 9 0 9 0 s D B D,� ��1''tI�Iibuff FLORIDA BUILDING CODE (N00 High Velocity Hurricane Zone) iaB Bo a-o so e. D aD \\\ A 'I o p(p \\ �rir z02o n TECD Inc. d j panwn Br• J-.00 �r t/Li2� L .0 e 9 • s o : ss '''• ENS� FRotting 5hYtterSyalem 06/8/z020 9" B 0' a-D a 2 7 B 9-0 - 9 •- �E tin 6r y o t N G, '� DAZE-o' 9 N0,44167 t Tuur TesnNc ti ENmNEER1Np c°NPANv' EXPERT SHUTTER SERVICES INC. 20-064 -0'- -3 7- • 9`_p• - 9 '•y� %*M m,N.W.]au.si.sl..]oe,vwcwu DvmDts n]]tea 668 S.W.WHI7l10RE•OPoVE lAnan.t(]0a}a)I-�]]0.Fu,(]OS)D7i�IS71 ST.LUC E FL 349114 NOTE:USE 9'•0"IF ANCHOR CONSISTS OF'HILTI,INC HUS-H SCREW OR POWER FASTENERS, - e-mail:8tt"coQ'a"Lcam . ORAWINQ•N" i o'•, STATE OF �- _ PNONu teoD)na-sOSBI,TAIL(Ix Wr-DoaD WEDGE-BOLT ANCHOR.SEE SCHEDULES,1&2 ON SHEET 111A. s :1w. • CA DD08719 1 WALTER A 71WT Jr.P.E m.w, _ omarawr. wtt 'cv..w.,...otanernon o.n ...-.. .... $OFF,FCORIOP• \CA E.SEAL/SIGNATl1RE/GATE IL.RIDA LI �44167 .. . s a..... - - �/I/IIpN11111111N\\ SCHEDULE ic, SCHEDULE 2c FLOOR TO CEILING'(TRAPPED)MOUNTING WALL MOUNTING, MAX SPAN(M FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(F-n FOR END AND INTERIOR MULLIONS. FOR A GIVEN A.S.D., A 5 D DESIGN PRESSURE RATING(p.sl).&-A T-0"MAX:MULLION DESIGN PRESSURE_RATiNG(P.S F) -0& AND 7' "MAX.MULLION SPACING SPACING(ft)` _.. (FT) MAXIMUM MUWON SPAN(FTj MAXIMUM MULLION SPAN(F) -. utxlJOt1 - - . MAX. _„ .MAX, - - . .. .... p D. wvbMUM. ©4"x6"x114"MULLION G1 4"x8"x1t4"MULLION G2 4•)7'xilV THICK(318'FLANGE)MULLION tE M mIONm ©4-yvLA114"MULLION G1 4-x8"X114"MULLION n 4`x7'x11A"THICX RAM MULLJOO RAi010 8'FLANGE}MUWON (psf.) (�� ORIENTATION#1 {c}'�' ORIENTATION.#2( ORIENTATION 1 �) ,ORIENTATION-2"(Q) ORIENTATION 1 ORIENTATION 1J2( ) QRfENTATION�1 (� r12' NTATION 2.(D), ORIENTATION#1 ORIENTATION#2(Q ORIE rmloN J2 Dt' ENO INTERIOR ENO INTERIOR - ENQ INTERIOR END: "itdTER7tlR ..END END INTERIOR ENO INTERIORD INTERIOR -END_ INTERIOR.. -END INTERIOR END INTERIOR ]O.p._... T^0". 12-8' 12'-6' 12 6 1it6* 12'-6` '1Y-8 "72'-6" 12'-6"., _ 12..8° 12_6. 12-6". 30,Q_ _.7-O 12 6 12' 6 _ ,,,8 12.,-6 12'-B' 72'-6„�� 12 A'_ 12-8' 12 6 12'-6' "- -B" 12'-6' .. 12'-S 12' 6 12 ,Q' 12'-8 12-8 ,,..._ 12'-8`. 12 6 " :. _- Fj O.„„„. 7._Q__ L2:: , 2;:6 . 8 12'-6 12 8' 12'-6' 12'-8' 12'-8"_ l2 8. 36.o r-p-p r 2-e 12 __._. - - ' 4Q0 0 12 6 12,-8. 12'-6` • ,_12�-6' 12'-6: 12 8- "_..12'-6" 12 6' 12 6 12'-8" T-0` 12'-6' 1 B 6" 12'-B 12^8 12 12'-6 12�-0 12 6 12'-6 12.'.-'._" 12'-8' 12'-6,,,,„„_. 12...-..-.,---_..--.•.•.6 ._:12-6' 1Z'-6' 7.0.._ 12_._�•_6 ._L 0 8 12j-.6 12'-B' ___ 12 80.0 7'-0 12-6' 1 7 12„9... 12-0: 12'-6. 1 _. 72-8' 12'_S' 7 0 12 8 11 7 6- 12 6 `12..6 12 8 72 12 72 1T-O 12-6 11-3 12'-6` 12'-6' - 12' 6' ..._,_2-8.4.__ 12 8... 2-0"_ ._.q}xQ..._.„ 0 12 6 .... .17�3 8 1Y-8 12--6' S2..�3.,_.. 12 rB'� 12 6 12 6 _12 e12 6' 10-i l T2°-6' ..;, 12'-B'. .11-11 12 8 12'-8" 12�-fi.__ _12. 6 1 -B . . A 7-0 12 6' 1,0„ 11;.__ 6'. 12..,_6 J2�-,,,,,,,8 1 I'-11' 12 6` 72 6'.'W 12-6 12 B '... 10 8'.. .,;12.._t.._... 12'-6 11'_7 726 2 :6._,.. - ....--_... r - 1-6 10'-B' 12'- 12'r6 12 6 11-T. 12 6.. -6 12 6... ._ 12'70.0 7 0 :12'-6' '10 5__ I1'-6` 12'-6` 11'-3 12.._8 _.1Y 6' 12�-8` 12 6.___ 12 6';_ ,70,A:.:.. T C' - „12 8 10 5 ..... 12-6 12'-6` t7 3 12 _ 12 B' 12 6-.- 75.0 T-0''. .•12'-7' 10'-2" 10',-11 _12 6__MiI'-D ,T7 11 12'-6 ... 12' 6 - 12 8" 12-8, 76._., -._7„0, 12-IL- 70'„2 ,_," 10 1 12_.8 12 6 11 0 11 it 12 6 12 8 12-8'� 80.08-11�.,,, -10' 8..._ 12-4 12' B 10'-t0 1P-5 ,Y 2'-fi� 12-8 ,,, .11'-11 12-8 _y�OT-0 11 8 .. 9,�11,.. f0�-8 12-4 12 6' 10-10' 1� 5 12 8 11. 1.1, 12' (75.0 T-0° 11'-0' 9'-9" .._ IO'-2'..,. 12'-1` 12',-fi .. .:10 7 11'-0'. 12._0_„_ 12__„,„„_,,,_,,-6-6' ,.___._. 71'-4" 12'-8'•:_ �g,�'4...........-%}-0� ,.,],?. 0 .w 9-9 10�-2 12'-'I 12 8:.... 10...7". 11-0` 12 8 11'-4' 12 S' to-7.":. 9'-7�` 9 10 11�.-f0 12 5' 10'-5' 10'-8' '12'-6" 12 Y 50 10 12'-S. -v, 4 _.7 0` „10 7°,_,;- .9' 7 9' 10 11 10 12' 5 10^5` 10 0 12. 6 .10 1D" -12 6 11 7__._ 1 -11 10�.-2° 10'-4' _ 12..'.9`.__ i 1-9 .....,:. ..10-8` 12'-8� .4,.........._T-0: 10 2 9'.'....:_ 9:...8........_71..7 17 .11.. 70^2' 10 4'.•.__._ 12-8• 10 5' ...121_B: ,._._.,.__. .. .......: ... - ...7 0 .._9_=1t)•Y 9'-3 ...__9,'-3' 11=5 11 6 10-0 10'-t'.. 12'-8' - 10 .1'... 12 B 100.0 7-0 9-10' ''.....,9 31...._ g- --•3. 1t_._. -5`..... t 1'-§' t0-0 tOt :72 8 11510 7 12 fi ,....100.Q......,. ._, 9-10 ,,, -10 72- S1-1 . 6 . . 114' 9-10' 9-10" 12 6 6"11 T- @T 8''11' 9tq._ 11-1 ., ..8.-9.�.. 9'-7° 12 .6 _ ,�_10.^9...._ ;.. - 8 5" 12'-6 -.. 7y0:,.... 3 8' it B'-10 11'-1 tU 10 9-8` 9 7 . 12..6 9-S" t2'-8' 115.0 T-0 9'-0' 8. 10 8'-7 10-11 9 Y 9'-5' 12 8. 10-5' 8 t",- 12.8,,,;,,. 7-0 _,:9 0 - 8 10 B-7° 10'-11 10'-7' 9 7`~ 9-5- _ .._ .... _. ..-..-«..--._......._.._.•.,." L1gQ._ 12000 7 0' 6-9-„.,._6'-B" B 5_,_... 10.9 .10'-3'_"- 9'-5._-_ 0 3' 12-6_,,, ,.� 10'-2` _,9'-10` 12-8' 120.0 : 7 D,. B 9 8' 8 6 5 10-9 10 3' 9-5 12 8 9 10 12_6` - 12SA i'-0'..:..8. 9'-4 9-1. -12-8'. 9-1� ,8-T 12'-B� i2.......... 7,..Q_ 10'-7 10_U 9 4' 8 1 72 8 B 7__ 12' 6" 1300 7,-0' 8'-4' 8'-5' 8'-0' : 1U' 6 9 9 @'-2 . .8 „11 12 6 9'r_9 8 5 ,,,,,,_12 6,,,,._ 1.W..Q,; 7 0 --8-4 8`5 8_„"0. 10'--6-6 2 8 11 12 8 8 9 12 6,,._ 13B.D T.-O•_ 8"-2` 0'-4' ' 7 9 70-4` 0'-T" 9-� ... B-9' 12 8�... ......._.:_9 B' - _ 8-2_ 12 6_' .. 7.0..._ --0...... 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ALLOWABLE SLAT SPAN FOR THATA.S.D.DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED, t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE(EXTERIOR)OF PRODUCT -TEND MULLION zt j o .. _ III { v I�INTERIOR ' _.. MULLION cane Zan 1111 if FLORIDA BUILDING CODE (Non Nautilus Velocity IIurri e) . 1.'.�. `��\� �r+• �� ' /ri 0 2020 TNECO INC. _ .. "RAW"BY: ..;5,--�..-S.......: `��P� N.P. t, ' �`,�: �\CENSF .. RolingShuffOrSyalem e6/e/2020 .. _ MULLION SPACING:"S" = D 4 6 1L E C 0 1qC. EXPERT SHUTTER SERVICES INC. oA,E .. T i• TILL! TESTING h ENGINEERING'COMPANY T CE �( eaa9 H.M.=auv slat.]95 NRC94 9,A9FNa,n yIa 668 5.W.WHRMORE DRIVE20-064 p Pnm, (wa A-IaaO,ro°i(a99)E)1-IAI OR ST.LUCI FL 349114 �. S O^ e-mail:-000 0ool.com DRAWING Ha • -._.. ._ "__._ _ - $"�•'. STATE ll �� _ - PNONE:(90a))49-90a6 E PI]L• ' P •!�t WALTER OTIOLUr J,P.E. xn x., omiwrnx wrt uv w easmlr "ws LORlO FLORIDAUc:A a+teT ann-:a sREtT 2e DT2a �.E. SFALJSIGNATUREJDATE ''"' _ '.