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WS-18-1470w Miri W � W NOT IN SCOPE 5 53X54 FNOTSCOPE FL20466 NOT IN SCOPE 6 75X51 FL20466 NOTINSCOP Q \ ui � W LL J LL «1 Q CL z LU (f; O m U (f 1 cc�- �e-- t 7 f z i 19X38 U) Q D--- FL20466 ■ ■ E a T 2 o ' Q Lu p v 2 > 0� W L 10 O U 112X63 Im cc z W IL' FL11969 uj z CL EL O C m , Pte. Q N (P NOT IN SCOPE 9 38X52 FL11969 8 75X51 FL11969 3 60X82 FL20466 4 44X44 FL20466 OSCAR MIRANDA 700 NE 101 ST MIAMI SHORES, FL 33138 1 NOT IN SCOPE 75X51 FL11969 2 53X39 FL11969 NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE INC.`` RAMMS ENGINEERING, Yti 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd =.85 _EOR 175 MPH WIND ZONE Interior & Exterior Zone(4 Exposure C For th 5 -Walls) Positive Pressures 175 mph Wind Zone �� ) CATEGORY,2 BLDG;, Height ( a ) 10. 20 30 40 50 60.6" ective Wind Area (or, Tributary Area) in Square Feet,, 10 20 30 40 50,,, ) 60 0.95 0.92 0.89 /0-98,-,, --,-0.86 5 40.4 38.5 37.5 36.7 36.1`,, 35.7 -53.4 -51.1 40.8 39.7 38.9 '--,,38.,13,,,'1 37.8 25 44.6 42.6 41.5 40.6E -"--40=0 ' 39.4 30 46.5 44.4 43.2 42.3 , ';4d1.7 41.1 40 49.4 47.2 45.9 44.9, x`44.2 43.6 50 51.8 49.4 48.1 x`,47,.1 46.4 45.7 60 53.7 1.2 49.8 �,48.8`. 48.1 47.4 /-7( 1 r--- N, Interior Zone 4 - Exposure C alls)egati Pressures �� For the 175 mph,lNintl-Zone CATEGORY 2 BLDG Height (Ma o ) 10. 20 30 40 50 60.6" ffective Wind Areik(or; Tributary Area) in Square Feet 10 20 ` X30/ > 40 50 60 - 0 -1.05 -� `-1:02/F ` -0.99 -0.98 -0.96 15 -48.3 43.8 -42.0",,,'") ; 40".9' -40.2 -39.6 -39.1 -53.4 -51.1 --4'767' -44!41--, , ---43°3 -42.5 -41.9 -41.4 25 -53.4 -48.4 -46.4 _-,,,-45.2 -44.4 -43.8 -43.2 30 -55.7 -50.5 /,'48.4, -47.2 -46.3 -45.6 -45.1 40 -59.1 -53.6 ' ;' 751:4 „ -50.1 -49.1 -48.4 -47.8 50 -61.9 -56.2 _--,`-53.8/' -52.5 -51.5 -50.7 -50.1 60 1 -58.2,-_J,' 55.8 -54.4 1 -53.4 1 -52.6 1 -52.0 Exterior Zones (5 - Walls). Negative Pressures Exposure C _ For tl e6,/ 175 mph Wind Zone CATEGORY 2 BLDG !, Height Maximum �,'--_ '1 Effective Wind Area (or, Tributary Area) in Square Feet 10. 20 30 40 50 60.6" 1.40 -1.29 -1.23 -1.19 -1.15 •.. 15,. ---54.1 -50.4 -48.3 -46.8 -45.6 • • • • •20 '� -57.2 -53.4 -51.1 -49.5 -48.3 • •25 -59.8 -55.8 -53.4 -51.7 -50.4•.• .•30 -62.3 -58.1 -55.7 -53.9 -52.6••; •;-66.1 -61.7 -59.1 -57.2 -55.8 `50), -69.3 -64.7 -61.9 -60.0 -58.5: : 60 -71.9 -67.0 -64.2 -62.2 -60.6; • . -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAYBE TAKEN FOR FLAT ROOFS.• • • • • • < `"\�_ 'Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, m but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). - -f THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART , f WITHOUT WRITTEN PERMISSION BY RAN MS ENGINEERING. ALSO, THESE j (� TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY l U ROBERT MONSOUR. SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search dbprProduct Approval `ly USER: Public User 1 Product Approval Menu > Product or Application Search > Application List >nAffirmation FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Hurricane Protection Manufacturers Association 14475 NW 26th Ave. Opa-Locka, FL 33054 (786) 245-6777 tllerena@aluminadc.com Yiping Wang yiping@mcyengineering.com Tom Llerena 14475 NW 26th Ave. Opa-Locka, FL 33054 (786)245-6777 tllerena@aluminadc.com Shutters Accordion Evalua Ion Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received • • •••• Piping Wang . . • •• • • ••• •••••• • • PE -55983 ""•• •• • • •••••• National Accreditation and R ria'gement Institute :6006: 12/31/2018 •����. :�• �• t •••• • •• Sifu Zhou, P.E. ••••• • • Validation Checklist - Hardcopy Received:.. ...... FL2 4 _R1_COI _Cert ificate of Indeenckns• FE.p�if • • • • • Standard TAS 201 1994 TAS 202 1994 TAS 203 1994 i Certified By j Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products i FL # ; Model, Number or Name 20466.1 Performance System 2 Aluminum Accordion Shutter ` Limits of Use____.__.._.__.___._..___... Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +195/-195 Other: For maximum design load vs shutter span, see installation instructions. L 04 6_R1_COC_FBC 2017 Affirmation Letter SS.pdf Method 1 Option D 110/02/2017 10/02/2017 10/05/2017 Description Performance System 2 Aluminum Accordion Shutter' -+Large and Small Missile Impact Installation Instructions FL204 6_R1_II_AD16-13 05-18-16 SS.pdf 1 Verified By: Yiping Wang PE #55983 Created by Independent Third Party: Yes Evaluation Reports FL20466 RI—AE EVR SS.pd Created by Independent Third Party: Yes �a o Contact Us :: 2601 Blair Stone Road. jallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyrrjc t 2007-2013 State a I f Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licerised under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_ Product Approval Accepts: . . .... ...... Safe •• •.• • 1 • • 0000• • • • ��� 0000•• 1 0000 •• • • • j 0000 • •• 0000• 0.000• • •• 0000• 00.00 0000 0000•• • 0000•• • • • • • • 0000•• 0000•• 0 • • •0000• • 0 0 • • • • • 000009 I GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND NON -HIGH VELOCITY HURRICANE ZONE (NON-HVHZ) OF THE 5TH EDITION FLORIDA BUILDING CODE (2014). 2. SYSTEM RATED FOR LARGE AND SMALL MISSILE IMPACT, 3. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE #F 14 x 3", 410 -HT MINIMUM SERIES W/ 135.0 ksl YIELD STRENGTH & 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co. BOX 507. WEST CHESTER PA 19381. 4. ALLALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OP Fy=31,0 ksi. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 7. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G - 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THESTRUCTURE. 8. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 9. BOLTS TO BE GALVANIZED OR. STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 11 IT SHALL RE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OP THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRET_q_S4. �R WOOD FRAMF BUILDINGS 12. A PERMANENTS ITER MANUFACTURER LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE 'LABEL TER MAT NE LABEL SHALL BE PLACE -OR EVERY OPENING. SHAL READ AS FOLLOWS: "PERTO MANCE SYSTEM 2 ACCORDIONS (UTTER" HURRIC NE PROTECTION MANUFACTURE S ASSOCIATION OPA-LOC FLORIDA MIAMI-DADE TY PRODUCT CONTRO APPROVED ST REPORT TAS -201, 202 & 203. 13. (a) THIS P UCT EVALUATION DOCU T (P. E.D.) PREPARED BY THIS ENGINEER IS GENERIC. (b) CONTRACTOR TOBETT—SPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL CE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMITTO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. 14, ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. . . ••• . . • ••. . . ... . . . . .. . + ••• • • a • TYPICAL.ANCHORI (SEF CHARTS .)R•..tN„ l• L: S•�GY• • • i • . • • • TYPE A. 114" �IT.PCON B TW BUILDER Fu - 120 KSI, Fy = 92 I(SI INTO CONCRETE fdx3000 PSI • • • • • • • • • • • • 1-314" MIN. EMBED • • • • • • • • • 2-1/2' MIN. EDGE DISTANC • • • • • • • • • • INTO CONCRETE BLOCK • •• • • • • • • • • • • • ••• •• 1-114" MIN. EMBED 12 N ' IN. EDGE DISTANCE TYPE B. 1/4"m20 CALK -IN BY'POWERS' FASTENERS INTO CONCRETE fc'-3000 PSI 7/8" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE 61, INTO CONCRETE BLOCK 7/8" MIN. EMBED :3" MIN. EDGE DISTANCE -TYPEC. --1/4" CRETE -FLEX SS4MASONRY ANCHOR BY"ELCO" CONSTRUCTION PRODUCTS Fu = 120 KSI, Fy = 92 KSI INTO CONCRETE fc' =:3000 PSI 1 3/4" MIN. EMBED 2 112" MIN. EDGE DISTANCE TYPE Cl. INTO CONCRETE BLOCK 1 1/4" MIN. EMBED 2 112" MIN. EDGE DISTANCE NOTES: WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2" AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE W ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR. ANCHOR TYPE A. & Al: REDUCTION FACTOR = 0.77 ANCHOR TYPE B & 31. REDUCTION FACTOR = 0.50 ANCHOR TYPE C & Cl: REDUCTION FACTOR = 0.77 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3". M.n• v..wua�n+,u..a, wwreNr '�ywnu.rm.FnevEmn, ~,K: Nil..-niN4 L'iNNF,uie.Ne� i W we. w,.,a, d v l s nuvn e+,rc �i,NS GM.AKr EVNY1nux f(Ki,,BEfI RNE Bore,ot CFv!,iE EBca r,iE � v,extacEB s. na+ ,n ei,. ucrna �Ph eKfY,GBBOtOlf lNut Bk exewn«; I,YY:BIBnnBcaEo Mo,• EwnKrr.ur, uowxo dlBcero.rn.e,<n nN monE, sarve•cc- E_ rNBNEU Mq,nkM L6011EB� MK May 18th, 2016 WRESHOLD TRACK S.D69" .N3 24 4.50 0" 3.984 1.85 2()4 2.625'" —71.083 ' m m �n�MALElFEMALE PERFORATED BLADE lalHa Es roR 3116'0 ALUM POP PoVFTS .075' —,.,261.075" c c �1.2�_ I v Mo B CEILING HEADER 2.095 1.45T— .80. 1 C PN m 3.545'— O 8 OPTIONAL St OTTFO HOLE (SLTnr.V. X/1'. �+ 1 MAL.E/MALE SOLID BLADE r - ?D f \FEMALE CENTERMATE BLADE arty _ , b alloe LOCKING PIN OPT NAL) .MC `•' 1.500' W . i" .7 14 NICKEL PLAT 5/16" 0 X 1" S.S.M.S UTTON LOCK J 1 W! PLASTIC KNOB LOCK COMPONENTS c.. tl.fnr .`:15� xno ALUMINUM ANGLE L1 - . • ••• . . • ••. M ALUMINUM TUBES May 18th, 2016 MAXIMUM DESIGN PRESSURE RATING "PT (PSF) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. MAXIMUM DESIGN LOAD "Pd" (PSF) MAXIMUM SHUTTER SPAN FOR ALL SECTIONS V. PAf+ Lmc�' Mm, PANT -Lr -s (R) of.) HVHZ NON-HVHZ MINIMUM SEPARATION NO MIN. SEPARATION TO GLASS (in.) IS REQUIRED ALL SECTIONS 40 13,_2" 14•-1" 3,0 - 45 17-0 14,_1„ 3.0 50 12'-S' 14'-1" 3.0 5S 12'-2" 13.5" 3,0 - 60 11-11 12'-10" 3.0 - 6.4 11'-8" 12'-4" 3.0 - 70 11'•5" 11'-t1" 3.0 _ 75 '11'-3" 11'-6" 3.0 _ 60 11'_1" 11'-Z" 3.0 _ 85 1(P-10" 10'-10" 3.0 g,S 10'-3" 10'-3" 2.875 100 10' 10' 2,875 _ 105 9-9" 9'-b" 2.625 - 110 9'-6" Y 6" 2.5 _ 115 9'-4" 9'-4" 2.5 _ 120 0'-1" b'-1" 2.5 _ 125 8'-10" 8'-10" 2.5 _ 130 8'-6" 8' 6" 2.315 - 35 8'-2" 2.375 140 _ 2.375 - 145 - T-7" 2.375 _ 150 _ 7'I" 2.375 - 155 - T-2" 2.375 - 160 - 6'-11" 2.375 - 165 - 6'-B" 2.375 - 170 - 6'-6'• 2.375 - 175 - 6'-4" 2.375 180 - 6'-2" 2.375 _ 185 - 6' 2.375 - 190 - 5'-10" 2.375 _ 135 - 5'-8" 2.375 _ FAO Z Ln . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . -- . . ... . . . . .. . it AD Of/t(�Fi iOROOft�OR OR 02 D ©b IONAL) TYPICAL ELEVATION N.TS INSTRUCTION: STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY, BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX, DESIGN LOAD FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. or(B) F1 / t✓ Or SEE NOTES ON SHEET 7 O 10 FOR LOCKIVG SPECIFICATIONS D1 E May 18th, 2016 AD Of/t(�Fi iOROOft�OR OR 02 D ©b IONAL) TYPICAL ELEVATION N.TS INSTRUCTION: STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY, BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX, DESIGN LOAD FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. or(B) F1 / t✓ Or SEE NOTES ON SHEET 7 O 10 FOR LOCKIVG SPECIFICATIONS D1 E May 18th, 2016 CONCRE I E ANCI TORS CONCRL I L ANCI TORS POURED CONCRETE (SEESCHEUULE) 7 POURED CONCRE'TL (S;A RLOJIRED OR CONCRETE BLOCK WALL REQUIRED # 14 x 3• S.S. S.M.S. Wl 71113"0 EDGE OF SLAB 7/e" LONG NYLON BUSHING (IYP. top & BO 1 IUM) IF A%'PLIGADL[ 8 1,, x 2• S.S.O A 5.M.S. (TA. 9,41 �,.,,jOP&BUTTOM1I(/8' LING&BOTTOMj/ LING x \Il(`•`�i 7/S' LONG NYLON gUSI LING POURED CONCRETE OR CUNCREiL POUREDCONCRETL.I CONCRLTL-ANCHORS-, BLOCK WALL REOUIRED RCUUIRL'U (SL:L SCI IL DULL) WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION SECTION A SECTION B - s DUSIUNG TOP/BOTTOM) E. D. -DGE OF SLAB IF APPLICABLE CONCRLIL:ANCHORS pQUk (E.E SCI-IEDJLE) EU CONCRETE REQUIRED FLOOR MOUNTING INSTALLATION SECTION B1 .oy[ 1 air _,• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MAXIMUM DESIGN PRESF&l% Ry nflG "Pd'4E -J*N O-ORRFA3 ONWI N6 MAXIMUM AI1iCl-li>R6}ACIIfG In. EC11tn LES+ •' MAXIMM DLSIGNLOAD "Pd" (PSF) •CcwN/eTofNGO rI o l! SHUT -ER SLBSTEUITC CONCRE72SUSSMAILBLOCK SPNI ' -. --------_-__ __.-._ I,y:aii MV OR ANC.- ANCMJR ANCI Ah OR fli-F R T- C 111:01 RPF Ct sLCT!N 1 0 1:Oh1�B31 UITOh1) SUBSTRATE CONCRETE j MG110R ANCMOIt I iI:CROR TYPF A 1'i PF. H Tl'I'f C • .�•.� N N 78 9 9 ! • IfLJ,1 014 x2'S.S. 6 60 96 0" 8 6 7.5 6 S M.S. (Iyp. • - • • -• - - SEE SCHEDULE 6 6 144" TDP & 130I -10M) 5 FOR Min. SEPARATION - 6 6 EE SCHEDU' 154" TO GLASS 4.5 C' FOR Min. G oR© 6 60" 9 SEPARAT{O 9 3.5 4.2 6 6 6 65 TO GLASS 9 EXISTING 9 3.2 G 6 6 GLASS. 7 7 EXISTING - 6 6 6 120" GLASS. 5.5 6 - 6 6 G 148" 4.5 4.5 4.5 - - 6 5.5 6 60" 9 9 9 E 0F`rK?VAL 6 78 8 8 8.5 - 3 6 6 6 70 96 BUSHING 6.5 p - - 6 6 6 z ,orTOM) �`F- 120"---5b - - 5--. -5.5_.. __.- -.... ._- _ 6 _ 6 -_ -6 .. _ »14x314"S.S. 143" 4.5 4.5 OPTIONAL. S.M.S. (x712^ Q.C. 6 60" USII;NG 9 9 3 3.4 6 6 6 TOPiBOTTOM) 78 1" -- EDGE OF SLAB 7 7.5 - - 6 6 6 IF APAK ABLE POURED CONCRETE OR CUNCREiL POUREDCONCRETL.I CONCRLTL-ANCHORS-, BLOCK WALL REOUIRED RCUUIRL'U (SL:L SCI IL DULL) WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION SECTION A SECTION B - s DUSIUNG TOP/BOTTOM) E. D. -DGE OF SLAB IF APPLICABLE CONCRLIL:ANCHORS pQUk (E.E SCI-IEDJLE) EU CONCRETE REQUIRED FLOOR MOUNTING INSTALLATION SECTION B1 .oy[ 1 air _,• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MAXIMUM DESIGN PRESF&l% Ry nflG "Pd'4E -J*N O-ORRFA3 ONWI N6 MAXIMUM AI1iCl-li>R6}ACIIfG In. EC11tn LES+ •' MAXIMM DLSIGNLOAD "Pd" (PSF) •CcwN/eTofNGO rI o l! SHUT -ER SLBSTEUITC CONCRE72SUSSMAILBLOCK SPNI ' -. --------_-__ __.-._ I,y:aii MV OR ANC.- ANCMJR ANCI Ah OR fli-F R T- C 111:01 RPF Ct sLCT!N 1 0 1:Oh1�B31 UITOh1) SUBSTRATE CONCRETE j MG110R ANCMOIt I iI:CROR TYPF A 1'i PF. H Tl'I'f C • .�•.� 78 9 9 ! • • S • •3,5• �!� • 6 _• 6 60 96 0" 8 6 7.5 6 8 • • • - • • -• - - 60 •-•-6•-• 6 •_• 6 6 6 6 144" 5 5 5.5 - 6 6 6 154" 5 4.5 .5 - 6 6 6 60" 9 9 9 3.5 4.2 6 6 6 65 78 9 8.5 9 3.2 G 6 6 96 7 7 7.5 - 6 6 6 120" 5.5 5.5 6 - 6 6 G 148" 4.5 4.5 4.5 - - 6 5.5 6 60" 9 9 9 3.5 3.9 6 6 6 78 8 8 8.5 - 3 6 6 6 70 96 6.5 6.5 7 - - 6 6 6 120"---5b - - 5--. -5.5_.. __.- -.... ._- _ 6 _ 6 -_ -6 .. _ 143" 4.5 4.5 4.5 5.5 5.5 6 60" 9 9 9 3 3.4 6 6 6 78 7 7 7.5 - - 6 6 6 80 96 6 5.5 6 - - 6 6 6 120" 4.5 4.5 5 - - 6 6 6 134" 4 4 4. S - - 5.5 5 6 60" T5 7.5 8 - - 6 6 6 100 78 5.5 5.5 6 - - 8 6 6 96 4.5 4.5 5 - 6 (i 0 120" 3.5 3.5 4 - - 5 85 60" 3.5 3.5 4 - - 5 66" 3.5 3 3.5 - _ 4.5 NOTE: FOR LIGHT DUTY SHUTTER ON SHEET 9, MAX. SPACING SHOULD BE LIMITED TO 6" O.C. -DGZ. OF SLAB F APFUCABLL I REQUIREUv�wn�ic �.-CONCRLIL-ANCIIURS @ 9" ON CENICR FLOOR MOUNTING INSTALLATION SECTION B2 wm,&W_1. sm May 18th, 2016 EXISTING GLASS. - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 114'0 2DO/4"S.S. BOLTS (SEESCHEDULE) WlNUT&WASHER(lD9'O.C. 6 OR#14x aWS.M.S (� 6 4 5.5 (d_l. 9" O.C. \ L 6 6 b 8.1 EQ Q 78" t- _ ^" x x S.S. S.M.S. W7 7/16'0 f7-• 8 ��_�__� 70 LONG NYLON BUSHING / I (f I 6 6 (Typ. TOP & BOTTOM) u 60 96" 6 6 #14z2'S.S. 5.1 6 49 6 •(i •-• 4 5.1 S.M.S. gyp. TOP ANGLE L1 6 6 6 •• •• 4.! & BOTTOM CAN BE i 3 4.1 144" 154" 6 6 INVERTED 6 6 �` •• • 03,1110 •-• •3.2 •8 4 0 • 6 6 i •Fs G uu�j SEESCHEDULE 60" 6 6 6 3.7 1 5 -FOR Min. SEPARATION Fi 6 6 3.7 65 TO GLASS 6 1 6 6 4 5.8 1 6 ANGLE L1 SECTION C'il,"B.OW41• • SLCi:DNC160*T*.7 SHUTTGi2 SUBSiRATU CDPlCRE'f} !:-�- --!-•----•-"'--•'• '•'--• _ • • IIB0 �AT[Bt•CCK y1B5�2A1`COi ORL' 10 SOB,-QA7L BLOCK- SPAN- ••' • "•" • TwtA+) ANCNGfi NN6gn AN::HR; A��Hpf.'At:GR A!i(:F"ry ANGHGR At'" MGfi ANOh(• MIGI•'R�A.GHOI: MICHOR Ty1'CA 11TT8 TYPE• T![A iYl 81 lYl'E:' ttP[A• jl TE TYP"i, YI'EA 1WEP.t 1Yi'ECI 60" 6 CAN BE 6 4 5.5 8.1 B 6 6 INVERTED 8.1 78" t- 6 0 3 4.5 6.3 6 6 6 3 4.5 6.3 60 96" 6 6 6 -• 305 5.1 6 49 6 •(i l _ BUSHING TOPIBOTTOM) 1, Min. L1 114" 0 20x3'4" S.S. BOLTS WJ NUT & WASHER 0 9" O.C. OR #14 x 314' S.M.S. r 9. O.C. CONCRETE ANCHORS (SEE POURED CONCRETE SCHEDULE) OR CONCRETE BLOCK WALL REQUIRED BUILD -OUT INSTALLATION SECTION C ANGLE CAN BE INVERTED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED- CONCRETEANCHORS (SEESCHEDULE) - . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . MAXIMUM DESIGN PRESSURE RATING "Pd' (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MAXII.ftlh1 DLSIGN LOAD 1Pd-IPSf1 SECTION C'il,"B.OW41• • SLCi:DNC160*T*.7 SHUTTGi2 SUBSiRATU CDPlCRE'f} !:-�- --!-•----•-"'--•'• '•'--• _ • • IIB0 �AT[Bt•CCK y1B5�2A1`COi ORL' 10 SOB,-QA7L BLOCK- SPAN- ••' • "•" • TwtA+) ANCNGfi NN6gn AN::HR; A��Hpf.'At:GR A!i(:F"ry ANGHGR At'" MGfi ANOh(• MIGI•'R�A.GHOI: MICHOR Ty1'CA 11TT8 TYPE• T![A iYl 81 lYl'E:' ttP[A• jl TE TYP"i, YI'EA 1WEP.t 1Yi'ECI 60" 6 6 6 4 5.5 8.1 B 6 6 4 6 8.1 78" 6 6 0 3 4.5 6.3 6 6 6 3 4.5 6.3 60 96" 6 6 6 -• 305 5.1 6 49 6 •(i •-• 4 5.1 120" 6 6 6 •• •• 4.! 6 ♦ 1 •6 i 3 4.1 144" 154" 6 6 8 6 6 6 �` •• • 03,1110 •-• •3.2 •8 4 0 • 6 6 i •Fs - •• - 3.4 3.2 60" 6 6 6 3.7 1 5 1 7.5 Fi 6 6 3.7 65 78 6 1 6 6 4 5.8 1 6 6 6 1 - 4.5 5.8 96 6 6 6 - 3 4.7 0 6 6 - 3.5 4.7 120" 6 6 6 - 3.8 6 6 6"44 38 8" 6 6 6 - 3.1 6 6 6 - - 3.1 \70 60" 6 6 6 3.4 5 7 6 6 6 3.4 5.5 7 78 6 6 6 3.5 5.4 6 6 6 - 4 5.4 96 6 8 - 3 44 6 6 6 - 3 1 4,4 120" 6G - - 3.5 6 6 6 - 35 143" 6 6 6 - 6 6 0 - 60"4 6 6 6 _ "-3- 6.1 --4.7 6 _ 6 6 6 _ 6_- 6 - 4.5 ..3.5 .. 6,1 -4.7_. 80 6 6 6 - 3.8 6 6 6 3 3.8 12U" 6 6 6 - - 3.1 6 6 6 - 3.1 134" 5.5 6 - - 6 6 6 - - 100 60" 6 6 - 3.5 4.9 6 6 6 3.5 4.9 78 6 3.8 G 6 ;f.S 96 6 6 3.1 6 6 3.1 1 5 5 5.5 - - - 5 5.5 16- 195 69., 5 5 5.5 - - 5 55 66" 4.5 4.5 5 - S 5 < 0 �m m E R$ r U OPTIONAL a BUSHING TOP/BOTTOM) #14x3f4'S.M.S. X112" O.C. "Min. o I 174' 0-20x314" S.S. BOLTS WI NUT & WASHER (92 W O.C. OR #14 x 31.1' S.M.S. @9. O.C. BUILD -OUT INSTALLATION SECTION Cl May 18th, 2016 ANCHORS AT 'IU3E END SEE CHART BELOW MALUM. TUBES SEE CHART ON RIGHT #14 SELF DRILLING SCREW @ 6" O.C. TYP. SEE SCHEDULE r 0 2 Min. SEPARATION F TO.GL.ASS_.___...S.m... ca N� '^ OPTIONAL f BUSHING l TOP/BOTTOM) —1" Min. 1 NOTCHED 1/4" 43-20x3!4" S.S. BOLTS OPTIONAL W/ NUT & WASHER @ 9" O.C. POSITION OR #14 x 3/4" S.M.S. @ 9" O.C. 1j-- —POUREDCONCRETE CONCRETE ANCHORS OR CONCRETE BLOCK (SEE SCHEDULE) WALL REQUIRED BUILD -OUT INSTALLATION SECTION M ALUM R18L S!ZL OPLN'G WIDTH MAX. Kt6W- DESIGN LOAD tPSI') ANCHDI2 NPL "A" ANQi0R'YPE "C' 2"x2"x1/8" 42" 88" 65 65 2"x3NI/8" 60" 88" 65 65 78" 88" 57.3 62 2"x4"x1/8" 7A" 84" 60 65 78" 77" 65 E.5 MAX. DESIGN LOAD FOR TUBE SIZES & ANCHOR TYPE USED SEE CHART ABOVE 7 S- MIN. 3` P. 7 OPTICiNQL: FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK fcm'=>1500 PSI USE (2) - 3/8" KWIK- BOLT 2 1(2" MIN. EMBED INTO CONCRETE BLOCK 4" MIN. EDGE DIST. AND 4" SPACING MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + . . ... . . . ... .. .. . . . .. .. . OGG • .—: . . ... . . . . ... • • • • 11 AMM!(UP� CP<�NGL�"•• { SHUTTER OPEN'G WIDTH 1 r-1 S 204W SECTION M BOTTOM MAMMUM SHUTTER SUBSTRATE CONCRETE DESIGN LOAD 'Pd"(PSF) SPAN INC") ANCHOR SPACING (ir..) ANCHOR T- P+A f ANQ IDI: I)Tq� C 60" 8.5 9 B5 72 7 7.5 64" 6 —"6.5 88" . . ... . . . ... .. .. . . . .. .. . OGG • .—: . . ... . . . . ... • • • • 11 AMM!(UP� CP<�NGL�"•• { SHUTTER OPEN'G WIDTH \----ALUM. TUBE OR ANGLE TOP / BOTTOM (OPTIONAL) � 99 ,9,'lIFgdABe ae. r9N �• e• �, F L4 N/ ; ®F 0,A ate.` 1 r-1 S 204W x, ADIS-13 77,—,o7 to i i II I II► � I �I � 4 I � I , \----ALUM. TUBE OR ANGLE TOP / BOTTOM (OPTIONAL) � 99 ,9,'lIFgdABe ae. r9N �• e• �, F L4 N/ ; ®F 0,A ate.` 1 r-1 S 204W x, ADIS-13 77,—,o7 to May 18th, 2016 r,F a:nar;g °.0 ted°`©a NO `✓J NOiI"3 or SECTION Df (& MULTIPLE SHUTTERS) NOTES) SX16:3••R 1• z•Rr..,zti• w1LLMnUM T,'y'c. ,ii• EQ. a `cul or L (Rk 10.1 wa swrmn nnv>i� : END Ci A -- r r.tv . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • lIjQT�S�C3RL0!.f�lNGaf. H�& �I PUiiU CnN:� lE. • • • • • • • i VEJ • • +PUSH80TTC31M1 LOCK�IVIA•V BE USED FOR �' • • • •INST:j"TWOS SEQJn D *ROM THE OUTSIDE ORINSIDE OF SHUTTER. WHEN INSTALLING JV FROM THE OUTSIDE, A 7/8`0 9 • • •HALE SHAa46E aFiIIoLED AT H AND J (stir Nods) Q,6•°.n.. • • •TO TIME FROXT SAM (2)3/16"r ALUM. POP °:,� °t,,,,t°•,,, `• :RICIETS A 131 H6Xrt IV'.NST THEN BE a� UH rxc>•or.rorr.r��, .{ °Mt•=*'°^ �Rl,m DRILLED At 1 TO ALLOW FOR IDS PIN TO N,Or F_ S ' PASS THRU. WHEN INSTALLING J FROM olcmL Icw —TIED -Z (2)3/16"0 ALUM. POP RIVETS. A 3/ O HOLE MUST THEN BE DRILLED THRU H) AND ED p z 7 ..RTS GR yt6'a TO ALLOW FORJQ'S PIN TO PASS THRU. W q faHfyYAgfE 2-5/16"x1" LOCK J1 MAY BE USED ie• nrr RY°s6w INSTALLATIONS SECURED FROM THE OUTSIDE °. c.• isr,) •.�mr } �� en HOLE DRILLED TO 11 SHALL BE TAPPED TO RI UMINIM itJgt: .•U � yr g, g - ACCEPT 18 THREADS PER INCH MACHINE If Z g 4 5ECilON E A""—M" g NOTE: END CONDITIONS SHOWN CAN BE INTERCHANGEABLE. _0 ti f p tll � H °P,Kk,a gLnliCU NIXk' ,a,.NbR„R, QJ� l.'wt'n 1)g° 'O2 CUNhLOVn MLaN (Yi ]•..'v'.a 050• wP wi'IrY'. ,rY: &Yl,rt:N 111VP°;:, ,5 C -sF , n, vyrai4Y.,E ,BOB'alG pCt.OY, PngrypN H r )•a .,ya C iItBF.J 91g t SECTION SECTION E1�� {� su":W-t• � J or k"J (:5111. NO I-5) ,ii• EQ. a `cul or L (Rk 10.1 wa swrmn nnv>i� : END Ci A -- r r.tv . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • lIjQT�S�C3RL0!.f�lNGaf. H�& �I PUiiU CnN:� lE. • • • • • • • i VEJ • • +PUSH80TTC31M1 LOCK�IVIA•V BE USED FOR �' • • • •INST:j"TWOS SEQJn D *ROM THE OUTSIDE ORINSIDE OF SHUTTER. WHEN INSTALLING JV FROM THE OUTSIDE, A 7/8`0 9 • • •HALE SHAa46E aFiIIoLED AT H AND J �. r o,]L y M S.CAr"°• S B RCifrTHE BA at,•,. P..'e Wit,?;, •M4jij R:/qE©FCK OF Q,6•°.n.. • • •TO TIME FROXT SAM (2)3/16"r ALUM. POP °:,� °t,,,,t°•,,, `• :RICIETS A 131 H6Xrt IV'.NST THEN BE a� rxc>•or.rorr.r��, .{ °Mt•=*'°^ �Rl,m DRILLED At 1 TO ALLOW FOR IDS PIN TO N,Or F_ S ' PASS THRU. WHEN INSTALLING J FROM THE INSIDE, MUST BE RIVETEDTO EDW/ -Z (2)3/16"0 ALUM. POP RIVETS. A 3/ O HOLE MUST THEN BE DRILLED THRU H) AND ED p z 7 TO ALLOW FORJQ'S PIN TO PASS THRU. W q 2-5/16"x1" LOCK J1 MAY BE USED Z v p� t ALTERNATIVELY TO J LOCK FOR coNtAGTr nNcr as 0 0 Z Z .i INSTALLATIONS SECURED FROM THE OUTSIDE OR INSIDE OF SHUTTER. IN THIS CASE, A 5116'_0 HOLE SHALL BE DRILLED THRU H AND } �� en HOLE DRILLED TO 11 SHALL BE TAPPED TO ACCEPT 18 THREADS PER INCH MACHINE If Z SCREW. 4 g NOTE: END CONDITIONS SHOWN CAN BE INTERCHANGEABLE. _0 ti _-----_....___._._.......__._--.--...__..._....__.-____..-_. ............____ , p tll � TION Drux °P,Kk,a gLnliCU NIXk' Q QJ� l.'wt'n 1)g° 'O2 CUNhLOVn MLaN (Yi ]•..'v'.a 050• wP wi'IrY'. ,rY: &Yl,rt:N 111VP°;:, ,5 C -sF , n, vyrai4Y.,E ,BOB'alG pCt.OY, PngrypN H r )•a .,ya C iItBF.J 91g t Z � 17`y.' V >OM% V <P�j d C7 .- LL = J - H 4� �j.•S� 3 At 6 OF SM6.O CD^n'st[IE AN::rWR3 J ��-��Cp3[aC1A FA MSiE iaacir V.r. rs® ISOMETRIC �t oo,n. wI- Il (TK,, Ar TGn A nOfrObt SIAM NYLON QAP- DETAIL ,ko,rl oillrrrA aye E. FL 1 Ot3�a`'• May 18th, 2016 SII ADi6 L3 70F10 sI MiIEIMINIMINIMINIMlm Iti tORl (; )OR DID ID O+ O OR D1 OR V TOPE SOTIOM (OPTIONAL) TYPICAL ELEVATION 2 5/R` TYPICAL G' PERFORATED BLADE ELEVATION Q F— May 18th, 2016 0 t r• W° WZ 30 0 a O's Z W9. SII # aea •-wss v . [t1 err u•wa ' Z' >tat•p 1q. e or to . . .. . . ... . . ... . . . . . . . GENERAL LIMITATIONS AN12 CONDISTIONS OE USE FOR G OR 91 BLADE ACC SHU ER $ TEM WMX,, ��IAC • • • C �+VA OR 1 SPUTTER SPAN PNtSSURE'ATsNG!NA�IMUM •MI•:IN4#A AND ANCHORsPACING Ali?, ININRJEI SEPARA?dN TO GLASS FOR G• AND GVWORKING IN UNISON WITH G AND Gt AREAS PER SCHEDULES ON SHEET 3A, 5 8 9. Fl 2 MAXI•,l•A PPRFORATICRI ARER Rr G•, AM e r 2 1 6.28• AND MIJ%T BE L :AT D Y*THI: T4 CF�JTFt`650% F•THE BLADE OOR ,f 1 SPAN. • • • • • • • • • PErj JRATal BIIDES •. G1 N•JSl03E 4PA IU A1*1?iE TOP AND EE NOTES ON SHEE"f BOTTOM 25% OF BLADES SPAN, i:r,- *tH• ,• OF 10 FOR LOCKING "a i�•L n .w`S � v. ECIFICATIONS 3. PERFORATED BLADESG', GV SHALL BE INSTALLED AT EVERY .. OTHER BLADE (FREQUENCY). •' . • „per`+ A CENTERh1ATE5 H, H1 b1U5T ALWAYS DE ACCOMPANIED BY TWO SOLID BLADES G, G7 A7 EITHER SIDE OF EACH CENTERMATE. :.: • • D % 5. STARTERS AND CENTERMATES MUST BE ALWAYS SOLID. A• ��. ~ r'N. , !' : :� .N��w 6. STARTERS CON NECTION TO EXISTING BUILDING OR TO L i t �� �F4• ENDICORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET T. or or or or or E 01 SECTION S -S THRU G MALE/FEMALE BLADE TOPE SOTIOM (OPTIONAL) TYPICAL ELEVATION 2 5/R` TYPICAL G' PERFORATED BLADE ELEVATION Q F— May 18th, 2016 0 t r• W° WZ 30 0 a O's Z W9. SII # aea •-wss v . [t1 err u•wa ' Z' >tat•p 1q. e or to . . ... . . . . ... Li A LIGHT DUTY SHUTTER WALL MOUNT, CEILING AND FLOOR INSTALLATIONS OU'REDCONCRE!'E f— W/ Al, A2, A3 TRACKS, CENTERMATE HL & BLADES G, G1• •, • 3EWIRED J w O • CONCRETE. ANCHORS • • • • • • • 1L�p- C 18.0. C. • s •• • • • • • .. • 04S +cr+aroa•mean A9QCi1R1TVYf • • • • • • !Yj COIdCRCTE. MCHORS • • • • • • • • 310 x af4' S. KS OR y+, G @116' O. C. EO. Q. p ALUM. PO? RIv p •1 1E' O. c. • • • • • • • 1 1? OR71 11T xT i(K:' 2''i N i • • • • , • xxoRxxa^wtrxm POURED 7F • • • • • • • • • OR 2" x 5" x .0 5,m N G q@q(//(� 10G' 103" ; : • • yV : THICK ALUM. ANGLE Tn NOTE: s s^_ • • s v0• •• END COND IONS SHOWN N N BE INT RCHANGEABLE. OI 00 K� TOP/ BO?TO (OP ZONAL) 3.G1' 3.fi1' 3E7 --,f---3.61' 321' 3.61' ��• D®" Q TYPICAL ELEVATION MAK SHSECTION G -G Z UTTER SPAN "L" MAX. DESIGN PRESSURE Z J 60" +I-76 PSF 2A51' 3,826" W N f+ g 108" +l- TO PSF CONCR(CHORS 2.302" 3.763" W Z m (SECS HFD E FOR �A POVR[TJ CONCRETE SECTION �ONP ,Ea)� REO(10D r'CRETF '06' 1.720, .3' .�'' CONCRETEANCHOR� OR CONCRETE MAX SPACIN 110./FFfi^OO �, Z �o (3FE SCHEDULE f OR BLOCK Yv'FI L Z – SFf' 'TION AONPAGE 4) REWIRED E-.DGF. OF SLAB p 9is, 314 x 3_S S S MS W!?116'i'! x S .IF APPt,icABLE_-- 6" 0 7(8' LONYL G NON RUSNING (TyP TOP BOTTOM) 314 x2'S.S 74x3'35 SM.S. Wl7/1G"Ox V,�25 1,25^ 1.23'" -.—.© 5toS (TyP•LONGNcYLOI.�,.. jy Z E%ISTih'G _Op 8 so I T -- 1-3,26--!N. 3" MIN. EXISTING GLASS. > JPseo k 6 6251 8 759" 1 2.01)(r8 759" 81 = — n % D .0 3" .0 .0 3" ul.axrss SMS (TyP A2 WALL HEADER (8 INVERTED) A3 V•/ALL HEADER (81NVERTEDI (K No, a, TOPBBOTTOM) LIGHT D(, LIGHT DUTY UO W -LJfR® 1.826' p5 7.720' a Q Z k .018' g n Z ZU� p On 1.23' 0750 2.61 6 rJ1p )_ a =0� g A7u_ a 7 9" 2 raPMONAIZUSHINGOPA107T0wtl•D " .D ' "14 x3+4'S S. �_CE LING HEADER(&INVERTFD) HL CENTERBLADE OPTIONAL MS.01Y OC. LIGHT DUTY L G.T 1U BUSHING TOPRDOTTOM) - 1' EDGE OF SI AD ;F APPLICA6I.E CONCIR=ANCHORS E.D. 4��� � fir 2a48B (SEE SCHEDULE FOR o y FLSM Da11s 11-il-! • SW T",! A ON PAGE_ 4) �g,A ri .� MAX SPACING LIMITED TO EANCHORS o POURED CONCRETE (Sm. SCNFDUt.E FOR �• ,y POIMFD C,ONCRF.TE.OR CONCRETE SECTION ) RIOIJIRED TI N A ON PAGE. A f' iflf Ll' DI OCK WALL REQUIRED IW SPACING UIJ;TED TO i 2' M �`$ •.•y WALL MOUNTING INSTALLATION CEILING &FLOOR MOUNTING INSTALLATION NEW SHEET °J. � � l' �`•' �"°'° in SECTION L1 SECTION L2 �C�`. 16-13 mmm P C3t3 �e� May 18th, 2016 @ 6" O.C. W/ 1 112" Min. THREADED PENETRATION TO EXISTI NG WOOD STRUCTURE # 14 x 3" S.S. S. MS. W/ IF7116"0 x 716" LONG NYLON BUSHING (Typ. TOP & BOTTOM) q #14x2"S.S. on M /' S.M.S. (Typ. EXISTING REQUIRED �' ( GLASS.— SEE SCHEDULE I � O LS S. GLASS. GLASS. OR Min. SEPARATION f BUSHING (TOP/BOTTOM) TO GLASS s TO EXISTING WOOD DECK. ALTERNATIVE 1 S M.S. @ 2" x 6" WOOD DECK a� REQUIRED (NO FINISH ALLOWED) — 0 N ExISnNG GLASS,- EXISTI WOOD PLATE � GLASS. REQUIRED. BUSHING t @6"O. C.W/11T F Min. THREADED PENETRATION I TO EXISTING WOOD STRUCTURE L1 N 1" Min. 1l4" 0-20r.:-14" S.S. BOLTS E -Q W/ NUT & WASHER @ 9" t 14 x 3" S.S. S.M.S. 6 W/ 7/16" 0 x 7/8" nH LONG NYLON BUSHING r At (Typ. TOP & BOTTOM) #14x2"S.S. WOOD HEADER SS (Typ. TOP REQUIRED & BOTTOM) SEE SCHEDULE -FOR Min. SEPARATION TO GLASS ALTERNATIVE 3 GLA SII a 1/4" LAG SCREWS @ G' O.C. W/ 1 1/2" Min. THREADED PENETRATION i 1 TO EXISTING WOOD STRUCTURE ✓j1 `� r L { WOOD STUD @ 24 O.C_ 4 MAX. REQUIRED ALTERNATIVE 2 114" 0 LAG SCREWS 6" O.C. W/ 1 1/2" Min. - THREADED PENETRATION TO EXISTING WOOD STRUCTURE 114" 0.20x3/4" S.S. BOLTS W/ NUT & WASHER @ y'O.C. EXISFIP 'LJ 1" GLASS. Q Min. _ #14x3"SS, S.M.S. � _ W/ 7116' 0 x 7/8" B LONG NYLON BUSHING Ora (Typ. TOP & BOTTOM) #14x2"S. S. S. M.S.(Typ.TOP EXISTING WOOD HEADER & BOTTOM) GEQUIRED� LASS SEE SCHEDULE FOR Min. SEPARATION 2'k 4" WOOD PLATE Ji TO GLASS REQUIRED. ALTERNATIVE 5 WALL MOUNTING INSTALLATION (OFFSET) • SECTIONS A SCALE, 114"=1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS a� �O� 2"x 4" ~ WOOD PLATE g N n . • ••• . . . ••. ���'i>� D�IL iv . • ago WOOD TRUSSES OR RAFTER @ 24" O.C. REQUIRED —••-. !it8"x4•p1in.)6063- 6Al4yy�?%ATE i • 0, CVG" - 4j)" ULTRACON TO ~� • •TACH W4TER OR "6RUS* L•)CATE SCREWS • • AT MID".)THOFEfkISTI RG1R000MEMBER, • Old' A4NOMI NAL"&H) %r? 2 112' Min, THREADED PENETRATION. it 14 x 3" S.S. S.M.S. LOWS WLOI1 BbGHIOG • • • IT yl*"&�10Ti0tvII • • OEE SCIPEDULE FOR • • • -�-- # 4x�r„ S•S• • • • • •• SS _S.M.S. (Typ TOP & BOTTOM) OPTIONAL EXISTING BUSHING GLASS 97A - ALTERNATIVE 1 FOR Min. OF IONAL TO GLASS — " _ BU ING STI TO G�I (TO OTTOM) GLA Mins I � L1 1/4" -20x3/4" S.S. BOLT W/N &WASHER@9"O. OR 014 " 4" S.M.S. @ 9" O. t' .x,1/4 G SCREW 6" O.C. f 1 1/2" ~ Min. T DED PE t TRATIO VAI 1 TO EXIST WOOD RUCT SEE SCHEDULE 3 Min. SEPARATI TO GLASS 0 a N I�p PO 0 ri nom z N � z� W2 Ei v ° sx3 t W � 5.4 O O .OPTIONAL... -1l4"_O.L.AGSCREWS BUSHING (TOP/BOTTOM) @ 6TO.C.W/11/2"Min. THREADED PENETRATION TO EXISTING WOOD DECK. #14 z 314" S M.S. @ 2" x 6" WOOD DECK 12" O C. REQUIRED (NO FINISH ALLOWED) — ALTERNATIVE 3 4 114" LAG SCRE @ 6" O.C. W11 112" -/ 2" x 6" WOOD DECK Min. THREA D PENETRATION REQUIRED (NO FINISH ALLOWED) —71TO EXISTING W D STRUCTURE n \ #14x2"S.S. WALL MOUNTING INSTALLATION (OFFSET) S.MS. SECTIONS B D SCALE 114"=1" NOTE: z Ln WALLIFLOOR/CEILING MOUNTING SECTIONS CAN BE 2 N OPTIONAL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. BUSHING-------------.__�._._--------..._.------------..._.._---_....._.� NOTES: 1" ; #14 x 3/4" S.S. S.M.S. @ 12" O.C. t. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND M Mill. LOADS LESS THAN OR EQUAL TO 70 p.s.f. AND 9'-0" Max. SHUTTER SPAN. 1/4" 0-20x3/4" S.S. BOLTS i 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUALIGREATER. Wf NUT &WASHER @ 9" O.C. L-.--......._.....------..__- .._. .... OR 414 x 3/4" S.M.S. @ 9" O.C. 1/4" LAG SCREWS @ 6'0 C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE ALTERNATIVE 6 a r 1 �II FL s x i`t/; z. r , w1� �/ ��/ .9 i W 7tT l.•eY May 18th, 2016 Florida BWlding Code Online BCIS Home i Log In I User Registration P Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff SCIS Site Map Links Search I 4Upr c ,' Product Approval 0USER: Public User Product Approval Menu > Product or Aoolication Search tionll > gpi2licanApproved .� FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code E94 ern Metal Supply 268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irodriguez@eastemmetal. c Bill Feeley Irodriguez@eas metal.com ShOttersSt Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received • • • • • • 0000 Walter A. Tillit, Jr. • • • • • 000 0000•• •• • PE -44167 • 0000•• • National Accreditation and Management Institute 0000 •• • 12/31/2018 • • • • • 0000 • •• John Henry Kampmann Jr. 0000•• • •• 7 Validation Checklist - Hardcopy Received • • • 0,0s00 • •• •• FL11969 R4 COI EASTERN METAL SUPPLY, INC. 17-099_ • CERTIFICATE OF INDEPENDENCE. PDF • • • • • • • FL11969 RCQI_EASTERN METAL SUPPLY, INC QRAVAG 17-100 CERTIFICATE OF INDEPENDENCE. PDF • • • 0 • • 0 • • Standard Year TAS 201, 202, 203 1994 5/29/18,10:06 AM 0000•• • • 0000•• 0000•• 0000• • • 000.0 • • • • • • • • 00.000 •••••• • • https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODbO5Gfns%2bp5lYruT%2bPYOGes8ZgmB92%2bEnQ%3d%3d Page 1 of 2 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/13/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Prod FL # Model, Number or Name Description 11969.1 0.030" Thick Galvanized Bertha Corrugated galvanized steel storm panels retained or not by Steel Storm Panels (2.25" Deep)- tracks to provide hurricane protection. HVHZ- Drawing Number 17-099 Limits of use Installation Instructions Approved for use in HVHZ: Yes FL11969_R4 II—EASTERN METAL SUPPLY INC. DRAWING 17-099 0.030 THICK GALVANIZED BERTHA STELL STORM Approved for use outside HVHZ: Yes PANEL.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large Missile. Max. span is 8'-6" for +60, -70 p.s.f. Created by Independent Third Party: Yes ASD for panels mounted per sections number 1 thru 5 and 8. Evaluation Reports See sheet 4 of installation drawing for other spans and FL11969 R4 &E—EASTERN METAL SUPPLY, INC. DRAWING 17-099 PRODUCT OF EVALUATION REPORT.PDF pressures. Created by Independent Third Party: Yes 11969.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel - HVHZ- Drawing Number 17- to provide hurricane protection. 100 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11969_R4 LI EASTERN METAL SUPPLY, IN _DRAWING 17 - IQQ_0.050 BERTHA ALUMINUM STORM PANEL.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 10'-0" for +62, -73.3 Evaluation Reports p.s.f. ASD and for mountings number 2, 6, 7 and 8. See FL11969 R4 AE EASTERN METAL SUPPLY. INC DRAWING 17-100 PRODUCT OF EVALUATION REPORT. PDF sheet 9 of installation drawing for other spans and pressures. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: RefundStatemeot� • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records rreeqyuest, do nofvw. • • electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact :50.4$771J95. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmsrs within email address i6 • they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do notAylsh Ab • supply a personal address, please provide the Department with an email address which can be made available to the public. To determineifg•uore a licensft%ndetO Chapter 455, F.S., please click bap- • Product Approval Accepts, ®E—UW F, -;;l, -- •••• •• • • • • • • Credit Card• ' • • • • Safe 5/29/18,10:06 AM https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODb05Gfns%2bp5lYruT%2bPYOGesBZgmB92%2bEnQ%3d%3d Page 2 of 2 sENEFA NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WASIDT USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 0425.01-00 AND H 0616.01-05, PER PROTOCOLS TAS -201, TAS -202 AND TAS -203. 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A653 SO, GRADE 40, WITH G-90 GALVANIZED STEEL DESIGNATION & Fy= 52.3 ksi. (AFTER ROLLED) 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED). (A) TO EXISTING POURED CONCRETE (f'c=3 ksi): - 1/4" 0 TAPCONS & MAXI -SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDER. - 1/4" 0 CRETE -FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4' 0 x 7/8" CALK -IN ANCHORS, 1/4"0 ELCO male & female "PANELMATE" OR 1/4" 0 ELCO male "PANELMATE PLUS" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. - 1/4" 0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHOR OR CRETE -FLEX SS4 ANCHORS IS 1 3/4", FOR ELCO PANELMATES IS 2", FOR ELCO male "PANELMATE PLUS" IS 2". A.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. (8) TO EXISTING CONCRETE BLOCK WALL (ASTM C-90): - 1/4" 0 TAPCONS & MAXI -SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDER. - 1/4" 0 CRETE -FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4' 0 x 7/8' CALK -IN ANCHORS OR 1/4' 0 ELCO male & female "PANELMATE" OR - 1/4" 0 ELCO male "PANELMATE PLUS" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. - 3/8" 0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4" 0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. . . ... . . . ... .. .. . . . .. .. . NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON MCHOF69, ELCO PAWELMATE0 ELCO mole "PANELMATE PLUS", RED HEAD DYNABOLT AND CREV-FZEX SSJ, It*TO JHE.CONCR9TV BLOCK SNIT SHALL BE 1 1/4". 13.2) 7/8" CALKt IN:kN(!F101 S SHALL iE ENTIRETY EMBECI�ED ICTO:HE CONCRETE BLOCK UNIT. UNIT. NO E4EDJAENE INFO STUOCO SHALL_ BE PER, . 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOUhO STUOCO EXISTO M 1 MINIMUM FOR WALLS WITH NO STUCCO. B.3) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTER. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG .Il`6WJM:H0UL: Wucc@2�IST! AN3 V� INIMUM FOR WALLS WITH NO STUCCO. 8.4) IN CASE THAT PREOAST lTal(EF EC$ RCOIt-RETE PAN9LS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOCGH•TO*R H HE IW SJRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON N%TEiS•IN 8.1)R& 1) ABOVE.• • • • • • (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 8 (SHEET 2 & 3 OF 9) EXCEPT THAT HEADERS 2, 3 & 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 11. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, 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 CONTRACTOR'S RESPONSIBILITY. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF 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 DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (High Velocity Hurricane Zone 020/7 TXTECa, INC. 0.030" THICK GALVANIZED BERTHA STEEL LC STORM PANEL (2.25" DEEP) DRAWN BY. IL ECOFN�. EASTERN METAL SUPPLY, INC °'DATE ate: STING R ENGINEERING COMPANY IVE 1268 WEST ROABEACH. WEST PADA BEACH, it 07 334 334 I(,IyJe>sN'r /,To, rgnjir'/rM PHONE: (561)533-6061, FAX: (561)588-4780 17-099 EB -0006719 m. ue tayrpx w DRAWING No WALTER A "LIT Jr. P.E. n.OR/M Lic. / 44167 rxo rs-ae of/f(ns , SHEET T Or 9 15.119' (TOTAL MOM) )/ • R JW sows 12.000• (EFFMIAf INDTN) S. x — Rror/m ro 1.500_ 4.473' 1.300' r- IL E C O �N�. MACK 07a28 1' _.DJD' GAL✓ANZED i 5'O 3.875' 2. 25- E (2) EB -0001719 J/PAN£L etws ra. air An. IrJOsl.v ~ 3.000' kw. 2.560' n �J• Zn SREE7 fA Of 9 M1 ,Lye .123' .075'- .073' 2681' J \I L2 "0- 2 681 ,0-2681 O2 h" HEADER ° (� 3' Max" 'U' BUILD OUT mNE: J/8•. r• .188• ..190 .190' VARIES 1.25' A/ax. I 090" h. 100- .095'AL TERM • al .090' I LEO LOCAn 1.950" © F' TRACK Oj R£VERS£D F' ANGLE TRACK suLe :Jia• - r 8 O -1164' f -.D9, - L n m I 675 F-.030" OR .060' 094' DETAIL 1: sruD w/ OIE usr ZINc NICKEL PLATED WING NUT . . ... . . . ... .. .. . . . .. .. . • 2.125' fA HALF PANEL 4Q 'U' HEADER A:ALE : 3/8' - J • -d ss 1 Ae:s• X .: - ..Iso• 10A 8d ntl I c0cca � i3 � EOCe LK OPTION f OPTION 2 f0 KEYHOLE AT PANEL COMPONENTS N. T. S. .09J- ,� SEE )/ • R JW sows 0.030" THICK GALVANIZED BERTHA STEEL S. x — Rror/m ro 750 A.v C SVACMkS r- IL E C O �N�. F— DETA%AiL 1 Jh I .ISS' L 2.000• M1 H 09 STUDDED ANGLE i 5.000' 2" x 5' (Max.) xx .125" s- i' _ Ifn .INS• ( 1 YEY HOLE WASHER )Ja.S-MI3, Allen. A(y0Y AV.. /IN. ANECS W/ 1/2' S. W/ /J2' WING )vMAPS N. I FLORIDA BUILDING CODE (High Velocity Hurricane Zone) c2017 nLrcco, INC. 0.030" THICK GALVANIZED BERTHA STEEL Lc.STORM PANEL (2.25" DEEP) DRAWN BY. IL E C O �N�. EASTERN METAL SUPPLY, INC 1266 WEST ROADDRNEStINC PALMBM' 07a28 1' t ENGINEERING COMPANY 'ne se. Sr. 405. wreenA GPOL1b n JJlea rwsbn-Isw . r„ : rJos/en-ISJI E 17-OggRNDNE: EB -0001719 DRAWING No etws ra. air An. IrJOsl.v ~ WALTER A. 11LUT ✓r. P.E. FLORIDA Lk. / „167 ao rs-o.e oT77r/r7 SREE7 fA Of 9 I 02017 7XIECo. INC. • I• 9 Cont CONCRETE ANCHORS DRAWN BY: CONCRETE ANCHORS (SEE SCHEDULE) Mos. (SEE SCHEDULE)CONCR' (S££ SCHEDULE) * : L.)a116T1_IAw Tax r ()0.!X71_13)1 EB -0006779 NOTE FOR COMBINATION OF SEC77ONS : '9p••. WING NUT O 12' O. C. REQUIRED L¢0. rs-oM o7/IMU 6 1. I CONCRETE 01 I OR CONCRETE BLOCK WALC / I.000• (SEE SCH£OIILf) Mor I • •• • •) •E • I •• (SFEE SCHEDULE) ) INSTALLATION SECTION 1 SCALE : 3/8' - I' FOR M/NIMUM SEPARARON TO O STUD VALID ALSO FOR POUREDS • e PRR110NUTO SE? W EXIS77NC CLASS • • CONCRETE • • ••• •• EXISTING GLASS POUREDPOURED £ i REQUIRED j j CONCRETE UU_ I N y REQUIREDCONCRETE REQUIRED--\ 2 Cat. iIII 7/410 -70 r 1/2' I 1140 -20 x 1/2' SD SCHEDULE I W S.S.M.S. W/ 7/8 xl/J1• J ME WING NUT O EVERY I SEPARATION TO WING NUT O EVERY TO OVERLAP O M/DSPAN EXISTING GLASS I ti i EXISTING GLASS j W y 1 I I j i I W 1/4. 0-1207x83 4 j /4 i -20 W I1/I i -20 r 1/2- SS.M$. W/7/B iJ/32" WING NUT O EVERY OVERLAP O AADSPANX. I S.S.MS. W/7/8 iJ/32 WING NUT O EVERY O M/DSPAN I g2 HC NUT O I i �OVERUP C IT' O. C. I ,/4' 0-20 J!F BOLTS W/ 7/B I I ) nNISHED WALL 9 nL. I C (w/ STUCCO) / E I/4' 0-20 x I POURED12. POUREDJ CONCRETE I J/4' BOLTS W/ IV / 7/8 x 3/32 .566' J£D. WING NUT O / R£ETC POURED CONCRf7E I CO OR CROR CONCRETE !L7 MREQUIRED CONCRETE BLOCK WALL BLOCK L REOOR CONCRETE / 0x1/2• SS.M.S. REQUIRED BLOCK WALL W1NUT O 2 0. C. REQUIREDCONCRETE 412-� ANCHORS/CONCRETE ANCHORS 6 Cant. .. .. . . . .. .. . • : 000 - TE ANCHORS (SEE SC (SEE SCHEDULE) • • • • 3 Olnt. • • — • • • • •• 500 • • • • • 01 •Po • • • he •URED ••• 1 • (SEE SCHEDULE) 9 Cont (SEE SCHEDULE) I (SNC ETE DNCHULE) RS I I (SEE CONCRETE ANCH RS cOnL' SECTION 0 ANCHOR WALL MOUNTING INSTA 0 UT A ^At BU/LD OUT /NSTALLAT/ON SECT/ON 2 SLALE : J = I. SECTION 3 CALE : JIB' = I• SECT/ON 4 SCALE : 3/8• - I- 7 - 1/4" 0-20 x BOLTS W/ Q 7er J/J1' (7� 02017 7XIECo. INC. • I• L.C. CONCRETE NCR•E DRAWN BY: IL E C O iNc. Mos. 07/26/17 DATE: E.ID. * : L.)a116T1_IAw Tax r ()0.!X71_13)1 EB -0006779 NOTE FOR COMBINATION OF SEC77ONS : '9p••. WING NUT O 12' O. C. REQUIRED L¢0. rs-oM o7/IMU 6 a L FLORIDA Lic. / 44167 CONCRETE 01 I OR CONCRETE BLOCK WALC / I.000• (SEE SCH£OIILf) • I • •• • •) •E • I •• (SFEE SCHEDULE) ) INSTALLATION SECTION 1 SCALE : 3/8' - I' FOR M/NIMUM SEPARARON TO O STUD VALID ALSO FOR • • • • e PRR110NUTO SE? W EXIS77NC CLASS • • • • • ••• •• EXISTING GLASS I I j j I UU_ I N y I 7/410 -70 r 1/2' 1140 -20 x 1/2' SSM.S. W/ 7/8••x3/32" W S.S.M.S. W/ 7/8 xl/J1• J WING NUT O EVERY I ` WING NUT O EVERY OVERLAP O M/DSPAN ti OVERLAP O AI/DSPAN I C 1/4. 0-1207x83 4 j SOL Is C g2 HC NUT O i y IT' O. C. I ,/4' 0-20 J!F BOLTS W/ 7/B I I ) 9 nL. J/J7' WING NUT O 0. C. / E POURED12. POUREDJ CONCRETE IV I OR CONCRETE .566' I BLOCK WALL — .500• !L7 MREQUIRED 0x1/2• SS.M.S. W1NUT O 2 0. C. (SEE SCHEDULE) 9 Cont (SEE SCHEDULE) I (SNC ETE DNCHULE) RS I I (SEE CONCRETE ANCH RS cOnL' SECTION 0 ANCHOR WALL MOUNTING INSTA 0 UT A ^At BU/LD OUT /NSTALLAT/ON SECT/ON 2 SLALE : J = I. SECTION 3 CALE : JIB' = I• SECT/ON 4 SCALE : 3/8• - I- 7 - 1/4" 0-20 x BOLTS W/ Q 7er J/J1' (7� Df. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 .6 & 7 Of 9) 02017 7XIECo. INC. 0.030" THICK GALVANIZED BERTHA STEEL L.C. STORM PANEL 2.25" DEEP DRAWN BY: IL E C O iNc. I 07/26/17 DATE: E.ID. * : L.)a116T1_IAw Tax r ()0.!X71_13)1 EB -0006779 NOTE FOR COMBINATION OF SEC77ONS : '9p••. WING NUT O 12' O. C. PoURED i1I L¢0. rs-oM o7/IMU 6 a L FLORIDA Lic. / 44167 CONCRETE I OR CONCRETE BLOCK WALC / I.000• REQUIRED 9 Cont. - SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE : 3/8' - I' QFF : DETAIL OF SEC710N O STUD VALID ALSO FOR _ WALL MOUN71NO INSTALLATION - SECTION 7 (TOP) Df. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 .6 & 7 Of 9) 02017 7XIECo. INC. 0.030" THICK GALVANIZED BERTHA STEEL L.C. STORM PANEL 2.25" DEEP DRAWN BY: IL E C O iNc. EASTERN METAL SUPPLY, INC 4268 WEST ROADS DRNE PAUL BEACH, 07/26/17 DATE: No. 444167 * : L.)a116T1_IAw Tax r ()0.!X71_13)1 EB -0006779 NOTE FOR COMBINATION OF SEC77ONS : '9p••. �F-Si�= WALL/FLOOR/CEILING MOUNTING S£CT70NS CAN Bf _ t COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. i1I L¢0. rs-oM o7/IMU 6 a L FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02017 7XIECo. INC. 0.030" THICK GALVANIZED BERTHA STEEL L.C. STORM PANEL 2.25" DEEP DRAWN BY: IL E C O iNc. EASTERN METAL SUPPLY, INC 4268 WEST ROADS DRNE PAUL BEACH, 07/26/17 DATE: IT TESTING ! ENGINEERING COMPANY M.W..161M1 St SY. WA �1R4 NA 6A4ttNi R..Ur66 17-099 : L.)a116T1_IAw Tax r ()0.!X71_13)1 EB -0006779 61 PHONE: (561)533-6061, FAX: (561)588-4780 : 61)5 DRAWING No �; yR M., w WALTER A RWT Jr. P.E. L¢0. rs-oM o7/IMU 6 SKEET 2 OF 9 FLORIDA Lic. / 44167 CONCRETE ANCHORS (SEE SCHEOULq \_ POURED CONCRETE REQUIRED-\ (SEE SCHEDULE) FOR MINIMUM SEPARATION TO EXISTING GLASS r 4'1 2'- SM.S Wx 7/B' x WINO MIT O E SAPA OVERLAP O AIlOSN 602150-20 0215 W/07x8/x ;V 12' WSNG NUT ALL WMA LEG LOG1170N • / 8 Cont. i E D. POURED CONCRETE OR CONCRETEBLOCK WALL / — REOWRED E 1//1' /-20 S S MACHINE CHINE W/ NUT & WASHER CONCRETE AN CONCRETE O 12' O. C (SEE SCHEDULE) 1 Cont. _BUILD OUT INSTALLATION - SECTION 5 SCALE : 3/8' - Cont. F' 0-20 S. S. MACHINE T/ MIT &WASHER 2' O. C. 1. AM. T—"y .750' CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED W I C1/4' /-20 x 1 9SM.S W/ 7 J/J2 WING NUT O EVERY 2 OVERLAP O M105PAN a (SEE SCHEDULE) FOR MINIMUM o SEPARATION TO 1 EXISTING GLASS g Cont. I I• CONCRETE ( SCHEDULE) /I POURED CONCRETE)/ ' REWIRED Ad— i o. T/4' 0-20 x 3 7A J/4 BOLTS 3/J1 WING NUT O 12' i i CEILING INSTALLATION . & FLOOR - SECTION MOUNTING 6 .. .. . . . .. . I O • • • SCALE : 3/8' - 1" NOTE FOR COMBINATION OF SECTIONS : • • . . ... . . . ... % .. .. . . . .. . I O • • • I I • NOTE FOR COMBINATION OF SECTIONS : • • WALL/FLOOR/CEILING MOUNTING SECT/ONS CAN BEAL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I IKTE7Ni/7f I LEG LOCATION I• • • • • • ALL PONT SOLID -SET OR D)OR 8 Cont CALK -IN LIR ELCO mak/ CONCRETE ANCHORS E.D. PANEZA447E OR me4 PANE (SEE SCHfWLfa • • D. 07/26/17 DATE • // PWR£0 CONCRETE \ REQUIRED —\ • ^ �E • • • • SEE • • • I O • • • I I • NOTE FOR COMBINATION OF SECTIONS : • • WALL/FLOOR/CEILING MOUNTING SECT/ONS CAN BEAL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I IKTE7Ni/7f I LEG LOCATION I• • • • • • D)OR 8 Cont • • •'• • • • • • ��-20, / J/' 602�jej ••• WNG N/ I I fY o. C. ) I 1/4' /-20 x 1 SSM.S. W/ 7/d• J/J2' 1 r WO NUT O E14RY I I `=• OVERLAP O MIDSPAN I I I (SEE SCHEDULE) � I FOR MINIMUM I 4 SEPARATION TO I EX157ING GLASS /-20 x :OCMsJ/32 VWIN I I x O 112' 0. C. I I O 8 I cont KTERMM.E LEG LOCITKTN —1' 1 I I CONCRETE ANCHORS I u ED.� KL POINT SIX (SEE SCHEDULE) CALK -IN LIP E POURED CONCRETE) 17.0. REWIRED CEILING & FLOOR MOUNTING INSTALLATION - SECTION 7 SCALE : 3/8' - 1' 02017 OLTECO, INC. 11LI"ECo .IT TESTING & ENGINEERING COMA W )6th SL SW. JOS. tNOOxWI 0.111IXIJ3. R PApW : (JOS%4 EB -0O . Fax : (JOfA171-r3: EB -0006719 WALTER A Tl3r. P. f. FLOR/p1 Lk. f / 44167 • 0 (SEE SCHEDULE) FOR MINIMUM SEPARATION TO I EXISTING CLASS r/2 SM.S W/ 7/8" x WING ".4 UT O EYERY OVEALAP O MRLSPAN CRETE WALL D -sET oR CO maleR mok PANElALA PLUS -20 SIDESVALIC OR O '40-20 TRUSSN LT ' FOR SPACING) - SECTION 8 SIDE WALK BOLTS ARE 3/4 0x3/327HICK HEAD NACHJNf SCREW W/LENChI AS PER NOTES A2 & 9.1 (SHEET I) TRUSS HEAD BOLTS ARE 1 10x1/87HICK HEAD NACHlN£ SCREW Wf ENCM AS PER NOTES A2 & 8.2 (SHEET 1) FLORIDA BUILDING CODE �p SCALE : 3/8' - 1 Hurricane Zone EL L.C. STORM PANEL (2.25" DEEP) A./ EASTERN METAL SUPPLY, INC 07/26/17 DATE 1 `�' '' T� C A, •' E. D. = EDGE DISTANCE (SEE SCHEDULE ON WEST PALM BEACH, FL 33407 ��, '•• `•'`v y' SF` •". •w� SHEET 5, 6 & 7 OF 9) 17-099 NO. 44167 i ORIWlN,: Na aro rJ-ae O7/)f/1l 1 NOTE FOR COMBINATION OF SECTIONS : '� S {S',• ..... • �� 1' WALL/FLOOR/CEILING MOUNTING SECT/ONS CAN BEAL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 02017 OLTECO, INC. 11LI"ECo .IT TESTING & ENGINEERING COMA W )6th SL SW. JOS. tNOOxWI 0.111IXIJ3. R PApW : (JOS%4 EB -0O . Fax : (JOfA171-r3: EB -0006719 WALTER A Tl3r. P. f. FLOR/p1 Lk. f / 44167 • 0 (SEE SCHEDULE) FOR MINIMUM SEPARATION TO I EXISTING CLASS r/2 SM.S W/ 7/8" x WING ".4 UT O EYERY OVEALAP O MRLSPAN CRETE WALL D -sET oR CO maleR mok PANElALA PLUS -20 SIDESVALIC OR O '40-20 TRUSSN LT ' FOR SPACING) - SECTION 8 SIDE WALK BOLTS ARE 3/4 0x3/327HICK HEAD NACHJNf SCREW W/LENChI AS PER NOTES A2 & 9.1 (SHEET I) TRUSS HEAD BOLTS ARE 1 10x1/87HICK HEAD NACHlN£ SCREW Wf ENCM AS PER NOTES A2 & 8.2 (SHEET 1) FLORIDA BUILDING CODE �p SCALE : 3/8' - 1 Hurricane Zone EL L.C. STORM PANEL (2.25" DEEP) DRAWN BY EASTERN METAL SUPPLY, INC 07/26/17 DATE 4268 WEST ROADS DRIVE WEST PALM BEACH, FL 33407 PHONE: (561)533-6061, FAY: (561)588-4780 17-099 p]osnAW WW ar,arTax ORIWlN,: Na aro rJ-ae O7/)f/1l 1 SHEET 3 OF 9 ' POURED CONCRETE R CUT PANEL CONCRETE BLOCK WALL '.UR CONCRETE CONCRETE ANCHORS 12" 0, C 2" x 4' x .125" JI05-H74 OR 6063-T6 Y Q Cont. Al— ANGLE O h CN CASE A (Plan, SCALE: 1/4" = 1" 1 2' x J' r .093" JI05 H- � 6063-T6 ALLOY Cont. Alum. ANGLE i WITH ANCHORS • 12" 0. C. 8 i o I A y 1/4` CAP i i I i / IRE CONCRETE BLOCK WALL R£OPCUIRf0CONCRETE CASE D (Elan) SCALE.' 1/4" = 1 " . • ••• . • . ••• •. •• .. .. 1/4" = 1" (REO b CONCRETE I REOUIR£0 OV o� mo k CASE E (Pla�1'P� ��CNs'ei 9 —�-. . SCALE.' 1/4" 4 ' * NO. 44167 _O ALE CASE C (Elan) SCALE: 1/4" = 1" L.C. • • • • APPLICABLE TO VARIES 31 II • • • • • • • • • • POURED CONCRETE Max. • • • • • • • • ••• : OR CONCRETE BLOCK WALL • • • li 6 C • • • • • • POUl�f�1NCRE' • • REOUIRED— • • • • • OR CONCRETE BLOCK WALL \ u REQUIRED 3" 1,2,3,4,5 & 8 +60.0, -70.0 • • • • 500" Min. 3" 1,2,3,4,5 & 8 • • • �I L • • '•a• • • CaNC RTE SNC 2.500" 3 3/4" 6 & 7 iy 1 I • • • • • 0912*0. C. • Min. 3 3/4" 6&7 L II • • • • • • • •• • • • • • • • • L� V k OR OOR ® 1.000" ALTERNATE LEC LOCA770N r II OROO pR OO OR ® 2" x 2" r .055" TO 1" Mox.I \ 2' x 5" x .055" Lunt. \ II OR Alum. ANGLE OR .080" J105-HI54 SHEET — — — >¢ — :_ �i METAL Alum. BENT PLATE \ 1/4' O 24 W/JACKN I OLT 4 4" x .072" 0. C. 310 14 OR 6063-T6 ALLOY Cont. . ANGLE \ 1/4" = 1" (REO b CONCRETE I REOUIR£0 OV o� mo k CASE E (Pla�1'P� ��CNs'ei 9 —�-. . SCALE.' 1/4" 4 ' * NO. 44167 _O ALE CASE C (Elan) SCALE: 1/4" = 1" 62017 7VECO, INC. IL ECO.NC. IT TESTING & ENGINEERING GOA NW. J6M SL Sk JOS M44rt41 0t40G4 / ]none : (./C3JG EB -0p EB -0006719 WALTER A 1KUT Jr. P.E. fLOR/A4 Lic. / 44767 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0.030" THICK GALVANIZED BERTHA STEEL L.C. STORM PANEL (2.25" DEEP) APPLICABLE TO AS. . DES/CN \�MAYIMUM I.S"URI RATING Max. PANEL L£NCTN ! MlN/MUM SfPARA1ION SECTIONS / & (p.s.l.) C77 (SEE SECTIONS) TO GLASS ANY COMBINATION No Mv.w yRORAWMC oIo rs-ae oT/8✓rT s OF THEM A6.0, -76.0 7.-6" OR LESS 3" 1,2,3,4,5 & 8 +60.0, -70.0 >7.-6" TO 8'-6" 3" 1,2,3,4,5 & 8 +66.0, -76.0 7'-6" OR LESS 3 3/4" 6 & 7 +60.0, -70.0 >7'-6" TO 8'-6" 3 3/4" 6&7 62017 7VECO, INC. IL ECO.NC. IT TESTING & ENGINEERING GOA NW. J6M SL Sk JOS M44rt41 0t40G4 / ]none : (./C3JG EB -0p EB -0006719 WALTER A 1KUT Jr. P.E. fLOR/A4 Lic. / 44767 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0.030" THICK GALVANIZED BERTHA STEEL L.C. STORM PANEL (2.25" DEEP) DRAWN BY. EASTERN METAL SUPPLY, INC 07/26/17 DATE. 4268 NEST ROADS ORWE 17-099 VY WEST PALN BEACH. FL 33407 rH PHONE: (561)533-6061. FAX: (561)588-4780 No Mv.w yRORAWMC oIo rs-ae oT/8✓rT s SHEET 4 Of 9 As.¢ °�'^' PALSMM[ RAN.0 (A.aEI • • • IDR•.E LES THAN 3 */2", REDUCE ANCHOR SPACING BY Ig UL j1PLWNQ SWING SHONN ON SCHEDULE BY THE FOLLOWING MAFAX.W AACIKM9 nwcE+9 !ot C 0. . , 1/]' " FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 4 0„ Iualav PAVLt loA:rN 'L•!rtl LEIY. BulEtor nm MLsrsLL7Aav INaoLC13 w9ca rArinnrs Au POVIs APKIc.IIE ro 1A1�t�1-3n 1AKYWt AID MO SEEK C'AE)I-LIEF 534 MME/)EM.E PA10AMiF Lt.[ PA'L Artf[ Kut uu-/M Spyp-u7 ���'`%1 t Nm rnr/.TAIuv 2,5" ro roNavG7E to xoc6 ro rnrwLTE to eGax ro cncmr ro nax ro cnoceeTE to avow ro cwca¢ to •6ar ro aoncAaF ro •ocw to arc6L7E ro aou a nnI .35 - I - 12' N/A NIA NIA 12' N/A 12' N/A 12' NIA 12" N/A N/A N/A 1 (70P) 12' 1- N/A 12' 12" to, 12" 9- f2' 8- 12' 7- 12' 12' I (Bono/) 12' N/A N/A NIA 12' N/A 12' NIA 12" NIA 12' N/A 12' 12" 2 (TOP) 12" 5' N/A 12' 12" 10- 12" 9' 12' B' 12' 7' NIA N/A 2 (BOFTW) 12' N/A N/A N/A 12' NIA f2' NIA 12" NIA 12' NIA NIA NIA J (TOP) 12' S' N/A 12' 12' 1 10- 12" 9' 12' 1 8' 1 12- 7" NIA N/A 3 (BOTTOM) ♦66.0, -72.0 12' NIA NIA NIA 12' NIA 12' N/A 12" N/A 1 12- N/A N/A N/A 4 (TOP) 16'-0- To 7'-6 12" 1' N/A I2" 12" f0' 12' 9- 12' B' 12' 7" NIA N/A 4 (BOTTOM) 12' N/A NIA N/A 12" N/A 12' N/A 12' N/A 12' NIA N/A N/A 1 (TOP) 11, NIA N/A B• 12' 6- 12' 12' 1' I1' 4- N/A N/A 5 (BOTTOM) 12' N/A NIA NIA 12" NIA 12' N 12- N/A 11' N/A NIA I N/A 1 6 (TOP) 9' NIA N/A N/A 12" NIA 12' NIA 12' NIA N/A N/A I N/A 1 6 (BOnow) B' N/A NIA NIA 11" N/A 12- N/A IO' N/A A N/A I N/A 7 (TOP/BOTRIM) NIA I N/A f NIA NIA N/A NIA 6' 9- 6- 1 7' 12' 1 12" 8 (TOP/80110M) LYN 111LlIrtN AWYA'lg SPATMS fo! E 0...1 AS. QESdI PAEawE Ll.11: II.tL.X 6C0 KYEB F AAKL'A•F ro AAIF.0 (PaIJ axays7Mw-sa IAti0A5 RLD HD SIEEK CRa[-AEk St4 4MEATMNE MME K1LS cYA- 5040- scclu.s / t ANI' PAKI 2" ro cacaL7L ro aoq ro coK m ro •COY to � m el0f2r To caA'Rl7E to ro LgKm7E ecaIX ro cacaaE ro maw& cw6w�aa9 of IND, (h) 12" NIA NIA N/A 12' N/A 12' NIA 12' 12' N/A NIA NIA I (TOP) 12' 5' N/A 12' 12' II' 12' 9' B- 12' 8' 12- 12' 1 ( ) 11' NIA NIA NIA 12' NIA 11' A I2' NIA 12' N/A 12" 2 (TOP) 12' 5' NIA 12' 12' it, 12" 9' 12' B- 8' NIA 2 ISO—) I2' NIA NIA NIA 12" NIA 12' A 12- N/A N/ NIA 3 (TOP) 12' 1- NIA 12" 12' 11' 12- 9 12-N,8' 12' 8- NIA 3 mo—) ♦60.0, -61.5 12" N/A N/A NIA 12- NIA 12- N/A 12" 12- N NIA NIA 4 (TOP) >7'-6' TO 8'-6 12' S' NIA 12' 12' 11' 12" 9' B' 1 8- NIA NIA (BonOM) 12' NIA N/A NIA 12' NIA 12" NIA X'12 NIA N/A A NIA OP) 12' N/A NIA 9' 12' 6' 12' 5" 4' I2' 4" N NIA 5 (BO ) 9' NIA N/A NIA 12" N/A 12' NIA 12' NVA I1' I N/A N/A NIA 6 (TOP) 12' NIA NIA N/A 12' NIA I2- N/A 12' N/ 9' NIA NIA A 6 (BOTTOM) 8' NIA N/A NIA 11' NIA 12' N/A II' N/A 7' NIA N/A N/A 7 (WIBOTTOM) NIA N/A N/A NIA N/A N/A 12' 9' 12- 6" 1 12- 1 8- 12' 12" 1 B (TOP/BDTTOM) Lp AM ASO OLFCN PF) Laa16.5I AMapRS SPACWG TML 0. ] I/7• - LEr eu¢r EioO Co16'1114CI[W 180a.CI5 HOiIER FAtia(B3 A4 NNR AMLAA•E ro MTN9 (oac) Ate^-- TAKCMs Bm ro nrGtr rxEle-Nd ssr MME/Fa1ME PAnnw¢ MME rAr¢Mrrr Kus cur -n saw-uT SEL'I5Y6 / k ccualwnav 1LMTIA.V PAV4 IET.crN i' (rtl w— w— .carnal ro eIOGX ro cNK'AEIF ro BLOCK ro roNCIaIE ro — ro mvunr ro SLttn ro LYYCPEIF ro .XK ro LYVrK1E ro flOCN w- FMOII2' 12' NIA NIA NIA 12' NIA 12' NIA 12' NIA 12 NIA NIA NIA 1 (TOP) 12' 4" NIA 12" 12' 9- 12' B' 12' 7" 12' 6• 12' 12" I (BOTTOM) 12' NIA NIA NIA 12' N/A 12' NIA I2' NIA I2" N/A 12' 12- 2 (TOP) 12' 4" NIA 12' 12" 9' 12' 8' 12' 7- 12' 6- NIA NIA 2 (Bono.) 12" NIA NIA NIA 12' NIA 12' NIA f2' NIA 12' NIA NIA NIA 3 (ToP) 12' 4' NIA 12" 12' 9' 12' B' 12' 7' I2' 6" NIA NIA 3 (Bono.) +66.0, -72.0 12' N/A N/A NIA 12' N/A 12' NIA 12' N/A 12' N/A N/A NIA 4 (TOP) 17'-6' TO B'-6 I2' 4' N/A 12' 12' 9 12' B' 12' 7' 12' 6' 1 NIA NIA 4 (8077710M) 12' NIA NIA NIA 12' NIA 12' N/A 12- N/A 12' N/A NIA N/A 5 (TOP) 9' N/A NIA 7' 12' 5- 12' 4- 12" 3" 9" 3- (Borrow) " it, NIA NIA NIA 12' NIA 12' NIA 12' NIA 10- N/A NIA NIA 6 (TOP) B' NIA N/A NIA 12' NIA i1' N/A II' NIA 7" NIA N/A N/A 6 (9On(1M) 7' NIA NIA NIA 9" A I0' N/A 9- NIA 6- N/A NIA N/A 7 (TOP/80T10M) N/A NIA N/A NIA N/A NIA 17- B'1 12' 1 6' 112' 6- 12' 12' B (TOP/BOTION) . ....... .... • • • • •1 S D! DESIGN PRESSURE' RATING (p.s f) AND • Sl('SR� E�P(MVDIN �1y UNANCHOR SPACING SCHEDULE FOR • • IIYSTA1.1.a TIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES •• ' • O***4X&U#AjC13 SPA(. IGS ARE VALID FOR 3 1/2' EDGE DISTANCE. • • • IDR•.E LES THAN 3 */2", REDUCE ANCHOR SPACING BY Ig UL j1PLWNQ SWING SHONN ON SCHEDULE BY THE FOLLOWING • • F46TOR.% (MOTL• ! %(in.• P D. FOR CALK -IN ANCHORS IS 2 112-). FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 4 0„ FACTOR ACTUAL E. D. TAPCON/ 2,5" CRETE -FLEX SS4/ CALK -IN SOLID -SET RED HD. SLEEVE 3.5" PANELMAT£S 4.5" .75 .78 1.00 2 1/2" - .50 - 1.00 2"- 0.88 1 1/2„ .35 - I - ANCHORS LEGEND 'SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. FLORIDA BUILDING CODE 02017 nLTECO. INC I 0.030" THICK GALVAN E. D. - EDGE DISTANCE Vp 40167 -.•-ts;�CNA�E� . Hurricane Zor EL L.C. _ ANCHOR ANCHORS MIN. TYPE SPACING TAPCON/ 4 0„ PANEL MATES w. J6M u, sr 703 wipes 64wErrs. n 1)166 PwAs : (JWA571-13.10. Fm : (36S,b71-1171 CALK -IN 2,5" SOLID -SET 3.5" J1810 RED HD. 4.5" DYNABOLT SLEEVE SNEET 6 Of B CRETE FLEX SS4 5.0" 'SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. FLORIDA BUILDING CODE 02017 nLTECO. INC I 0.030" THICK GALVAN E. D. - EDGE DISTANCE Vp 40167 -.•-ts;�CNA�E� . Hurricane Zor EL L.C. _ STORM PANEL (2.25" DEEP) DRAWN BT r IL E C O �N�. EASTERN METAL SUPPLY, INC 07 DATE/." ./T TESTING t ENGINEERING COMPANY 1268 WEST ROADS DRIVE WEST PAL11 BEACH, FL 33407 w. J6M u, sr 703 wipes 64wErrs. n 1)166 PwAs : (JWA571-13.10. Fm : (36S,b71-1171 PHONE: (561)533-6081, FAX: (561)588-4780 17-099 EB -0006719 ,M; aan ya m, MSowIKN • DRAWING No WALTER A `LUT JT. P.E fLORRN UC. / 44167 CYO 13 -ON m/Jy1T 5 SNEET 6 Of B �� ANCHOR ANCHORS MIN. TYPE MMaNM A� qP5 5 AfiMi !DAL 6 � J I/1' •• TAPCON/ 4.0" PANELMATES IL IE C O 1117. CALK -IN 2.5•• SOLID -SET 3.5" A50. OLSCN 4.5 ' LI.M. 61•fll.' I7-099 CRETE FLEX SS4 6.0" DRAWING No am Cmw7ftCIX41 AA00LK/S 610 rJ-are or A011p IAFIDdW AM POW, A'FGCIYE IO AA[IJ TA^LtlNf/M4'1-SCI rAPCa6 RLD IAD SILEK CA[It-IIQ' J54 Wt£/RJ1YE PANDWII WIC PAMW2IC RUS CYN -W Satl-Sfr SIMV SIM 1(MJ ro CMCAEIE m&— m [0.YCAC1[ ro &OAK m CAYDM'IE m as m DP`Ca7E m&— m GA .Tj m Yah IvaMCmj m. w CaKwEIL ro Yax M nfAl 12' N/A N/A NIA 12• N/A 12' N/A 12' N/A 11' N/A N/A N/A 1 (TOP) 12" 6' N/A 12' 12' 12" 12" I1' 12• 9' f2" 9" 12' 12' 1 (BoT ) 12" N/A N/A N/A 12' N/A 12' N/A 12' N/A 12' NIA 12" 12" 2 (TOP) 12' 6" 11' 12' 12' 12' 11' 12' 9" 12' 9" N/A N/A 2 (BOTTOM) 12' NIA N/A 11 N/A 12" N/A 12' N/A 12' MIA N/A N/A J (TOP) f2' 6" 12' 12" 12- 12- 11' 12" 9- 12' 9" NIA N/A 3 (BOTTOM) ♦66.0. -760 12' N/A LNIA N/A 12 N/A 12" N/A 12' N/A 11' N/A N/A N/A 4 (TOP) 6•-0" OR LE5512" 6" 12" 12" 12" 12' 11' 12' 9"12" 9" N/A N/A 4 (BOTTOM) f2' N/A N/A 12' NIA 12' N/A 12' N/A 11' N/A N/A NIA 5 (TOP) 12" 4" N/A 12' 12" B• 12' 7" 12' 6' 12' 6' N/A N/A 5 (BOTTOM) 11 N/A NIA N/A 12• N/A 12' N/A 12' N/A 12' N/A N/A N/A 6 (TOP) it, N/A N/A NIA 12' N/A 12' N/A II' N/A 10" N/A N/A N/A 6 (BOrrOM) 9' N/A N/A N/A 12" N/A 12' N/A f2' N/A 9' N/A N/A N/A 7 (TOP/BOTip4) N/A N/A N/A N/A N/A N/A 11' 71' I7' 6' 12' 9" 11" 12' Is (70P/BOTTOM) •LtnAk/v ANCMM9 P—C NR E. 0. " J 1/7• •• WWW ASA a55CIl ICM. 6MILaY 600 CG•QIAMC110N PADDLCIS ADM EASrD[1!S AOMS AAPOG•B!E m Rl1,.Y. (0.1.L) IMCpV�YAO-S[1 L14L1]`6 wMS PAWAAM Cl)Y4M/ AfI a.. AME) i' (R1 m CMCAE9E m ,CCK m COACPRE m POCK m COhCAf1E m aaw m GAKAErr m aaar m m aa>r m crolKlenE ro aax ro ro ffiax w nol 12' N/A N/A N/A 12 N/A 12" N/A 12" N/A \12• N/A N/A N/A 1 (TOP) 12" 4" NIA 12' 12' ]0' 12' 6' 12' 1/2' 12 7" 12' 12" \ ' 'BOTTOM) 11' NIA N/A N/A 12' N/A 12' N/A 12" 12' NIA 12" 12' �2 (r0°) \ 12' S• NIA 12' 12' IO 12' 6' 12' 7 I/2 12" \ 7" N/A 2 (80TTOM) 11' NIA NIA NIA f2" NIA 12' N/ 12- NIA I2' N NIA - NIA 3 (TOP) 12" 4' NIA 12' 12' 10" 11" B 7 1/2' 1 7" N/A NIA \ 3 (BOrTOM) - ,66.0. -76.0 12' NIA NIA NIA 12' N/A 12" N/A 12' N/A 12' N/A NIA N/A (TOP) 6'-0. 1O 7'-6 12' 4- NIA 12' 12" 10 12' 6" !1" 7 1 12' NIA 4 ( OM) 12' N/A NIA N/A 12' N/A 11" NIA N/A N/ NIA NIA 5 (T 10 1/2" NIA NIA 7 1/2" 12' 5• 12' 4- l2" 4" 10 1/2 1" N/A N/A 5 (BOTTOM) It 1/2' NIA NIA NIA 11' NIA 12' N/A 12" N/A f0 1/7' A 6 (TOP) 9' N/A N/A N/A 12' NIA 12' NIA 11 1/2" N e" N/A N/A 6 (BOTTOM) 7 1/2' NIA N/A N/A 10 1/2" NIA 11 1/1• NIA 10' N/A 7" WA NIA N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A I NIA I N/A 12" B" 12' 1 7' 1 12" 1 12" 18 (TOP/BOTTOM) YlY4AY MCYAXPS SPACPtl mn L A - J 1/2' AS0. IT.. a4t6Gr am Ca4TAUCaW IMpp,C15 wsne lTrn[6S ALL rtvrls ^^' Io I Arcn14/ +r-srr u•ec+9 Km ND s��r aerrE-ncr sI Mur/TEwL[ AuaLWrE MYc rAMCIMEIE aus cYK-w saAu-s' ANttr�cpr�umx 1[A�c'DI i .) to C6nCRCIEj to YDTX TO OLwuM1E m K— m oavaverz m aaX m CLk m to Aour m LnM]e[aj m aOCK ro CQvJKIE ro east a IWM 12' NIA N/A NIA 12' NIA 12' N/A 11' NIA 11" N/A NIA NIA i (TOP) 12" 4' N/A 11' 12" 9' 12" 7" 12' 6" 12" 6' 12' 12' 1 (BOTTOM) 12' NIA NIA N/A 12' NIA 12' NIA 12' N/A 12' N/A 12' 12' 2 (TOP) 12' 4' NIA 12' 12" 9" 12" 7' 12' 6' 12' 6" NIA NIA 2 (801`10M) 11' NIA NIA N/A 12- NIA 11' NIA 12' NIA 12' N/A NIA NIA 3 (TOP) 12' 4• NIA 11" 12" 9" 12" 7" 12- 6- 12" 6- N/A NIA 3 (BOTTOM) ♦66.0. -70.0 12' NIA NIA N/A I2' N/A I2' N/A 12" NIA 12' NIA N/A NIA 4 (IOP) >7,-6" m W-6 12" 4' NIA 12" 12" N/A 12' 7' 12' 6' 12' 6' NIA NIA 4 (BOTTOM) f1" NIA NIA N/A 12' NIA 11' N/A 12' N/A 12' NIA NIA NIA 5 (TOP) B" NIA NIA 6" 12' N/A 11' N/A it, J• B• 3' NIA NIA 5 (BOTTOM) 16' NIA NIA NIA 12' N/A 12" NIA 12" NIA 9" NIA N/A N/A 6 (TOP) B" N/A N/A N/A 12" N/A IG' NIA !0' NIA 7" NIA N/A NIA 6 (BOTTOM) 7" N/A N/A N/A 9" N/A 10" N/A 9" N/A 6" N/A N/A NIA 7 (TOP/BOTTOM) NIA NIA NIA NIA N/A NIA 12' 7' 12' 6' 11' 6" 12" I2" B (70P/BO)IOAQ • • ••• • • • •If •• •• • • • •• •• • MAXIMUM A.S.D. p� M.PRESSURE RATING .s.L) AND • ••• • �— • • • COhIREBPONDtNGA&NMVR & HOR SPACING SCHEDULE FOR • INCTALLATfONS IMO CONeREETZ' &D CONCRETE BLOCK STRUCTURES i • "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LES jhyVI 3.7x2" REDUCE ANCHOR SPACING BY � M,••�LQTPL:AG•SW IAG .SHOWN ON SCHEDULE BY THE FOLLOWING • • • ICC4R-% (MOTS, • Min. O D. FOR CALK -IN ANCHORS /S 2 112'). • • F.P 4THIL40PER•TION TO B£ POSIBLE, REDUCED SPACING OBTAINED • • Uf/A(& FACTQIR SHALL NOL*SE LESS THAN MINIMUM SPACING • • INDICATELI FCR Ps1t!/ AACHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. TAPCON/ CRETE -FLEX SS4/ CALK -IN SOLID -SET RED HO. SLEEVE .75 .78 1.00 2 1/2 - .50 - 1.00 2" 0.88 1 1/2" .35 - - ANCHORS LEGEND 'SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. C20I7 NLTECO. INC. E D. = EDGE DISTANCE FLORIDA BUILDING CODE Hurricane Zor SEL L.C. ANCHOR ANCHORS MIN. TYPE SPACING TAPCON/ 4.0" PANELMATES IL IE C O 1117. CALK -IN 2.5•• SOLID -SET 3.5" 3/870 RED HD. 4.5 ' DYNABOLT SLEEVE I7-099 CRETE FLEX SS4 6.0" 'SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. C20I7 NLTECO. INC. E D. = EDGE DISTANCE FLORIDA BUILDING CODE Hurricane Zor SEL L.C. STORM PANEL (2.25" DEEP) D0UM By.. EASTERN METAL SUPPLY, INC 07/26/17 IL IE C O 1117. DATE; 4268 WEST ROADS DRIVE r TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 I7-099 w. m,' $I SM. = tMG:NA oIBOOIR , mm Mm : (Jwj8I1-15J0 . r.: (]OSb71-13J1 ES -0006719 PHONE: (561)533-6061• FAX: (561)588-4780 �.. L• a.rt o4sosnPl rrt DRAWING No WALTER A TILUT Jr. P.E. n.OR161 Lie. / 44167 610 rJ-are or SHEET 7 OF 9 1/4" 0LAG SCREW O 6" O. C. W/ 1 1/2" MIN. THREADED PENETRATION TO EXISTING WOOD HEADER. Cant. WOOD HEADER I v REQUIRED . I SEE SCHEDULE) IC i FOR Um. FOR Min. I SEPAITO I EXIS77NG WOOD HEADER. EXISTING NG GLASS CL I 4 3 00 2 I I W • • • • I • ALTERNATIVE I + W d SEE SCHEDULE) REQUIRED FOR M;n. 1 SEPARATION TO I EXIS77NG CLASS I 7/8• 0 r J/J2' Cont. WING Nur O I EVERY STUD O 2' 0. C �) 1' x 2" r .125" (MIN.) ALUM. 4"E4DED' P£NETR�RD rg TUBE W/ 1/4" 0 LAG SCREW . I O 6" D. C. W/ 1 1/2" MIN. IC i FOR Um. THREADED PENETRATION TO SEPARATION TO EXIS77NG WOOD HEADER. I 4 3 00 0*0 ^• N� 00 • • • • I • • WOOD HFA • + 1 • • • • REQUIRED (SEE SCHEDULE) Cont. FOR Min. SEPARATION I 3 WOOD HEADER I i REQUIRED W I I (SEF SCHEDULE) I 3 FOR Min. SEPARATION ITO Ex6TING GLASS i m I o I . . .•. . . . ... • 100 LA SL•R£W • • • • • • 4"E4DED' P£NETR�RD rg fXl5RNC WOOD %FADER. s • • • • IC i FOR Um. SEPARATION TO EXISTING GLASS I b Y• 3 00 0*0 ^• • Conr• 00 • • • • I • • WOOD HFA • + 1 • • • • REQUIRED (SEE SCHEDULE) FOR Min. SEPARATION I 3 TO EXISTING CLASS I W I I W (SEE SCHEDULE) o FOR Min. SEPARATION 2 I l0 EXISTING GLASS I AL TERNA Tl V£ 5 9 Cont. 1 ` one WING N 3132 1/4" a -2o x 5 Cont. J/4" BOLTS J 1/4' 0 LAG SCREW i 1 71" O. C- ,I 7/8" x J/J2 PLATEWING NUT O O 6" O. C. W/ 1 1/2' MIN. 2"REQUIRED ,' " 0 LAG SCREW ',�I ?' 12" O. C. THREADED PENETRATION TO '� �' O -0. C. W/ 1 1/2' Ml . 1 4" 0 LAG SCREW EX/STING WOOD HEADER. THR D PENETRATION TO O 6" O. C. W/ 1 1/2' MIN. I - EXISTIN WOOD M£AOER. THREADED PENETRATION TO 21, IX/STING WOOD HEADER. REQUIRED WOOD STUD O 24" 0. C. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 6 REQUIRED WALL MOUNTING INSTALLATIONS SECTIONS A NOTE FOR COMBINATION OF SECTIONS SCALE . 1/4 - I" WALL MOUNTING SECTIONS CANBE COMBINED !N ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NST 02017 TXTEC0. INC. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINC �71M� Q INC. AND MAX. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9 71LUT TE5TING w ENGINEER/NG COMPA 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN uTss x w ,Ian se. sr lro, wOamA cA7rrxxs. n .0 PINE No. 2, W/ SPEC/FIC DENSITY OF 0.55 OR EQUAL. ane+.: (J0.t,(177-rsv . ra : paspn-rx7r EB -0006719 WALTER A TILUT Jr. P.E. FLORIDA Lic. / 44167 I WOOD STUD O 24' 0. C. REQUIRED I v I 7/8" 0 x 3/32' WING NUT O EVERY STUD O 12' O. C "-'�) Conr. t/4' 0-20 S S. BOLTS o W o. D. W/ NUT & WASHER t Cont. �4' I LAC SCREW O 6" O. C W/ 1 1/2" MIN. THREADED PENETRATION TO EXISTING WOOD HEADER. ......CITE •: ENS NQ. 44167 ,may FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0.030" THICK GALVANIZED BERTHA STEEL LC STORM PANEL (2.25" DEEP DRAWN BY: EASTERN METAL SUPPLY, INC °' 4Ft. 4268 WEST ROADS DRIVE NY WEST PALM BEACH. FL 33Q7 17-099 766 PHONE: (581)533-6061, FAX: (561)588-4780 MY. ae OQfar ner 7e7r ,tY. w erYs7w M*7NG No ' ao 7s-o.e ol/tM7T i SREET B OF 9 U J W \ t o7 Z IC i FOR Um. SEPARATION TO EXISTING GLASS I b Y• I I \W � I 4" 0-20� J " BOLTS 6 4 ' 9 Cont. 1 ` one WING N 3132 1/4" a -2o x 5 Cont. J/4" BOLTS J 1/4' 0 LAG SCREW i 1 71" O. C- ,I 7/8" x J/J2 PLATEWING NUT O O 6" O. C. W/ 1 1/2' MIN. 2"REQUIRED ,' " 0 LAG SCREW ',�I ?' 12" O. C. THREADED PENETRATION TO '� �' O -0. C. W/ 1 1/2' Ml . 1 4" 0 LAG SCREW EX/STING WOOD HEADER. THR D PENETRATION TO O 6" O. C. W/ 1 1/2' MIN. I - EXISTIN WOOD M£AOER. THREADED PENETRATION TO 21, IX/STING WOOD HEADER. REQUIRED WOOD STUD O 24" 0. C. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 6 REQUIRED WALL MOUNTING INSTALLATIONS SECTIONS A NOTE FOR COMBINATION OF SECTIONS SCALE . 1/4 - I" WALL MOUNTING SECTIONS CANBE COMBINED !N ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NST 02017 TXTEC0. INC. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINC �71M� Q INC. AND MAX. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9 71LUT TE5TING w ENGINEER/NG COMPA 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN uTss x w ,Ian se. sr lro, wOamA cA7rrxxs. n .0 PINE No. 2, W/ SPEC/FIC DENSITY OF 0.55 OR EQUAL. ane+.: (J0.t,(177-rsv . ra : paspn-rx7r EB -0006719 WALTER A TILUT Jr. P.E. FLORIDA Lic. / 44167 I WOOD STUD O 24' 0. C. REQUIRED I v I 7/8" 0 x 3/32' WING NUT O EVERY STUD O 12' O. C "-'�) Conr. t/4' 0-20 S S. BOLTS o W o. D. W/ NUT & WASHER t Cont. �4' I LAC SCREW O 6" O. C W/ 1 1/2" MIN. THREADED PENETRATION TO EXISTING WOOD HEADER. ......CITE •: ENS NQ. 44167 ,may FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0.030" THICK GALVANIZED BERTHA STEEL LC STORM PANEL (2.25" DEEP DRAWN BY: EASTERN METAL SUPPLY, INC °' 4Ft. 4268 WEST ROADS DRIVE NY WEST PALM BEACH. FL 33Q7 17-099 766 PHONE: (581)533-6061, FAX: (561)588-4780 MY. ae OQfar ner 7e7r ,tY. w erYs7w M*7NG No ' ao 7s-o.e ol/tM7T i SREET B OF 9 1/4' 0 LAG SCREW O 6' O. C W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD HEADER. / 1 Cont. 1/4' 0-20 S. S. BOLTS O 12 0. C. W/ NUT & WASHER T �! I I WOOD HEADER REOU/RED I (SEE SCHEDL 1 I FOR Min. SEP I TO EXISTING G I 1 ALTERNAT/VE 8 1 (SEE SCHEDULE) 1 FOR Min. SEPARATION I 1/4" 0-20ELCO mole/Temple PANELMITE OR Mole PANEL"" PLUS O 12" 0-W/ 1 7/8' Min. THREADED- PENETRATION1 0 r 3/72" WNG WING NUT O EVERY STUD O 12' O. C 1 q7-] I W I WOOD HEADER I REQUIRED .(SEE SCHEDULE) �i FOR Min. 1 W :SEPARATION TO (EXISTING GLASS I I 1 : I Q I : 1 1 I ALTERNATIVE 10 W1' 2 1/4" o LAC SCREW FOR Min. W/ 1 1/2 Min. THREADED W PENETRATION O 4' O.C. may.. n W ALTERNATIVE 1 o_ TRUSSES OR (EXISTING GLASS RfOUIRIRED ALTERNATE � i TO EX1577NC GLASS: FOR Min. N SEPARATION TO I 1 2 (EXISTING GLASS ALTERNATE ) W LEG 9 OF 9 1 LOCATION I � W\ / 1 1 I O MID OF PLATE 1 8 Z 2 le, 1 Cont. I R WOOD II 1/4' 0-10 ELC PANELMATE OR Mole PLATE 12" O.C. W/ 1 7/8 � 1 � 1 1 OOO*STUDI 24' O. C. EOUIRED ALTERNATIVE 9 onf. REOUIREDE7RATION 1/4' 0-20 3/X" 11� BOLTS W/ 7/8 1 I - I •Min. r2' WING NUT 2' 0. C. 1 I' Min 1 �I 101/4' 0-20 S. S.1 90LIS O 12. 0. C. W/ NUT & WASHER. 1/4" 0 LAG SCREW O ALTERNAT/VE 11 6' 0. C. W/ 1 I/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4' - /" T. f r.7 NOTES., 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINE AND MAX. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9, EXCEPT THAT FOR ALTERNATIVES 2 AND 3 A Max. PANEL LENGTH OF 8'-0" AND A Mox. DESIGN LOAD OF t 61.0 PSF SHALL BE USED. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. OR RAFTER TEK SCREW. I Cant. O 6" O.C. SEE SCHEDULE) FOR Min. SEPARATION TO 1 EXIST/NG GLASS 1 1 ALTERNATIVE 3 (Max. DESIGN LOAD -61.0 psT Mo, PANEL LOAD- 8'-0") I 'SEE SCHEDULE) j FOR Min. SEPARATION TO XIST,NG GLASS I 2' x 6• I WOOD F REOU/RE n TNO FIN I' x 4" x 1/8" 6063-T5 Al—. TUBE W/ (2) 5/16' e !AC SCREW TO EACH RAFTER OR MUSS. LOCATE SCREWS AT M/DW/DTH OF EXISONG WOW MEMBER, (2' Min. A'90':' '"0111) NETR1 2 At in. THREADED 1/41e x 3/4" 1" x 4' x 1/8" (Min.) RW BUILD£X 6067-15 AW m. NBE TEK SCREWS W/ (2) 5/16.0 _- O 6" O.C. I LAC SCREW TD EACH 8 I SCREWS A� OM OFA Cont. I EXISONG WOOD MEMBER. (SEE SCHEDULE) (2 Min. NOMI/4V. W1On1) EO £0 1/q' 0-70 3 4' W/ 2 1/2" Min. THRFAO£D FOR Min. BOLTS W 7 8 ORATION TO j PENEIRAROK 1/}' 0 LAG SCREW 3/32• WNG NUT E A GLASS W/ 1 1/2 Min THREADED O 12' O. C. I 1/4' 0-20 x 3/4" PENETRATION O 4' O.C. BOLTS W/ 7/8 x J132' 0. 0 N 0. UT ALTERNATIVE 4 ALTERNAT/V£ 2 (DESIGN LOAD- t 6 1) psT Mox. PAN L CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS B SCALE: 1/4' _ I' NOTE FOR COMBINATION OF SECTIONS: FLOOR/ WALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUITA 1UIib4N011 Z iI �p N TION DETAIL' �"� ..... =�V No. 44167 q � i -o STATE OF g- A(LI'q 02017 TK7FC0, INC. IL ECOiwc IT TESTING & ENGINEERING CC N.W..1SLtt��Sb..IDS. NRG%MN a4vaNs P—(zwl-I=. Fw: (305)e)1- 0-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. 1 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone 0.030" THICK GALVANIZED BERTHA STEEL L.C. STORM PANEL (2.25" DEEP oaAWw er. EASTERN METAL SUPPLY, INC 0'/26/1' DAiF: 4268 WEST ROADS DRIVE VY WEST PALM BENCH, FL. 33407 17_099 PHONE: (561)533-6061, FAX: (561)388-4780 nW 4v. r aeoo>x DRAWI.NC Na as 1s-� m/N/U f SHEET 9 OF 9