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HomeMy WebLinkAboutProduct Approval; Storm Panels Shutters... u-VL l Florida Building Code Online BQS Home 1 Log In User Registration ' Hot Topics Florida �� r &t-'�,,, ►aft-oP titr='Am nwle d N' Product Approval USER: Public User Submit Surcharge Stats &Facts ublications contact Us f BCIS S(te Map Links Search File Copy Product Aooroval Menu > product or Apylication search > gQplleation List > Appllaatlon Detail 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 FLvision R5 Revision 2020 Approved EVIEWED FOR Approved CODE COMPLIA lYr.m STe Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 bfeeley@easternmetal.com Bill Feeley bfeeley@eastemmetal.com Shutters Storm Panels MLie coy cc7��zf 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. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy Received FL11968 R5 COI COI EMS 0 040 pdf FL11268 R5 COI COI EMS 0 050 pd FL11968 R5 COI COI EMS 24 pdf FL11968 R5 COT COI EMS CLEAR pdf Standard Year ASTM E1886 2012 ASTM E1996 %AVOTO 2012 ASTM E330 r O't1 2002 TAS 201, 202, �,Q V Z 1994 gt. p�ef1�,1tt1r9 � Sections from the Code- www.floddabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLX1ecJxOtiGgQ7ubCZfOt1173Mvqp%3d%3d 410 I/ I 1/LUL'l Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/19/2020 11/06/2020 11/06/2020 12/15/2020 FL # Model, Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25" Deep)- Non-HVHZ - Drawing provide hurricane protection. Number 20-180 Limits of Use Approved for use In HVHZ: No Installation Instructions FL11968 R5 II DRWING EMS 0 040 pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida, Inc. Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large Missile. Max. span is 12'-0" for +25, -25 p.s.f. FL11968 R5 AE PER EMS 0 040 pdf and 4'-0" for +125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A, 9 and 11. See sheet 10 of installation drawing for other spans Created by Independent Third Party: Yes and pressures. Valid only for wind zones 1,2 & 3 as defined by rASTM-1996.2 0.050" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25" Deep)- Non-HVHZ - Drawing provide hurricane protection. Number 20-182 of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL11968 115 II DRWING EMS 0 050 pdf 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 12'-11" for +30, -30 p.s.f. Evaluation Reports FL11968 R5 AE PER EMS 0.050 pdf and 8'-2" for +75, -80 p.s.f. for mountings without "h" header. Created by Independent Third Party: Yes See sheet 5 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection. HVHZ - Drawing Number 20-181 Limits of Use Approved for use in HVHZ: No Installation Instructions FL11968 R5 II DRWING EMS 24 pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida, Inc. Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large Missile. Max. span is 9'-8" for +30, -40 p.s.f. and FL11968 115 AE PER EMS 24.pdf 7'-2" for +70, -80 p.s.f. for panels mounted without "H" header. Created by Independent Third Party: Yes See sheet 4 of installation drawing for other spans and pressures.Valid only for wind zones 1,2 & 3 as defined by ASTM J-1996. 11968.4 Clear Bertha Storm Panels (2 1/4") - corrugated polycarbonate storm panels retained or not by Drawing Number 20-184 tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: No - Installation Instructions Approved for use outside HVHZ: Yes FL11968 R5 II DRWING EMS CLEAR pdf 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 +28, -28 p.s.f. Evaluation Reports FL11968 R5 AE PER EMS CLEAR A.S.D. and 4'-0" for +105, -110 p.S.f. A.S.D desgin load. See pdf Created by Independent Third Party: Yes sheet 3 of installation drawings for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Bacic Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CoRLrlght 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 www.floridabuilding-Org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf/EcLXIecJxOtiGgQ7ubCZfOt1173Mvgg%3d%3d 2/3 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUM WITH IRE 2020 (71h EDITION) OF THE FLORIDA BIALVING CODE£.NT (P.E.D.) HIS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE THIS STORM PANEL SYSTEM SHALL= BE INSTALLED AT RICH. ICH VELOCRT HURRICANE ZONES (MIANI-DADE / BROWARD COUNTY). DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION I= OF THE ABOVE XEHAONED CODE, FOR A WIND SPEW AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.8$ USING ASCE 7--TB SHALL NOT DTCEfD THE MAXIMUM (A.SD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I & a IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASW 7_lo SMALL BE' FIRST REDUCED TO A.SQ DESIGN WIND LOADS BY MULTIPLWNC T- PRESSORf RATINGS INDICATED ON SHEETS I & S HEM BY 0.6 IN ORDER TO COMPARETHESE W/MAX. (A.SD) DESIGN STORY PANELS ADEQUACY FOR IMPACT AND WND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION iOO➢ i.20F THE ABOVE MENTIONED CODE AS PER All. REPORT 10130.01-01 AND 10703.01-07, PER IMPACT YES77HG £ODIVALENT TO ASTdf E-1996 STANDARD & ASTY E MO-02 STANDARD, LIMITED TO INSTALLATIONS Wi/NIN WIHO ZONES T, 2 & 3 AS REFINED BY ASIM E-1996 STANDARQ 2. CLEAR BERINA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING FOLYCAR80NATE SOURCES WIN THEIR CORRESPONDING MODEL NUMBER. GENERAL ELECTRIC PLASTICS LEXAN 103 DOWN CHEMICAL CALIBRE 302 V-6 CAVESTRO, LLC. MAKROLON POLYCARBONATE SHEETS MINIMUM PROPERTIES FOR ALI nF TUP ARnW Rn, rw. TT1'!(iiLL NR r"Luwl: APP =4ffE: 87ANWA4D W RMT Ammm. SPECIFIC GRAVITY ASIM 0792 1.20 G/CC AMZMAML- TENSILE YIELD STRENGTH FLEXURAL STRENGTH AT YIELD FLEXURAL MODULUS ASTM 0638 ASTM D790 ASIM D790 8,700 p.s.f. 12,500 p.s.L 340,000 p.s.4 NOTCHED 1ZOD ASTX D256 18 FT-lb/fn SMOKE DENSITY RATE OF BURNING (MAX) ASTM 02843 ASTM D635 75 (MAX) C-I CLASS SELF IGNITION ASIM D1929 650 F 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER ALL ALUMINUM EXTRUSIONS 1N CONTACT WITH O551MILAR MATERIALS SHALL COMPLY WHH SECTION I11-6 OF THE 2015 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STANEESS STEEL 304. OR J16 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DEN SECTION W 24115 i4. W/ 50 KS1 YIELD STRENGTH AND 90 AV TENSILE STRENGTH R SM4U COMPLY W/ FLORIDA BUILDING CODE ,. S BOLTS TO BE ASTM A 307, GALVANIZED OR A&I 304 SERIES STAINLESS STEEL, WITH 36 K31 MIN. YIELD STRfNGIN. 6. ANCHORS TO WALL SNALL BE AS FOLLOWS: SEE SHEET 2 OF 5 FOR APPLICATIONS. (A) TO EXISTING POURED CONCRETE.• MIN. F'C = 3 KSI -1/4' 0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BIRLOEX -1/4" 0 X 718" CALK -IN ANCHORS OR £LCO MALE It FEMALE PANELLUTE' MANUFACTURED BY DEWALT, INC AND ELCO CONSTRUCTION PRODUCTS` RESPECTIVELY: -1/4' 0 X 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECNLTY COMPANY. NOTES: A. 1) MINIMUM EMBEDMENT UITO POURED CONCRETE OF TAPCON ANCHORS IS 13/4' AND FOR ELCO PANE IS 3/4' A.Z) 7/8' CALK -IN ANCHORS AND 3/4' SCUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO affiEDMfNT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND I' MINIMUM FOR WALL WBEI NO STUCCO. A.3) IN CASE /RUT PRECAST STONS PRECAST CONCRETE PANELS OR PAVERS B£ POUND ON THE EXISTING WALL OR FLOOR INDICATED ON N07E5 A. 1) h A.2) ABOVE , ANCHORS SNAIL BE LONG ENOUGH TO REACH THE AG/N STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SMALL BE AS (B) TOEXI 0NTAPCON ANCHORS MANUFACTURED / Or I.T.W. BUILDEEL -1/4' 0 X 7/8" C4LK-1N ANCHORS OR ELCO MALE d: FEMALE PAN AND ELMATE' MpHUFACTIIRED 8Y DENALI, INC. 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: 0-1) MINIMUM EMBEDMENT OF BE TAPCON ANCHORS AND ELCO PANELLMATES lINTO.THE CONCRETE BLOCK UNIT SNAIL I 1/I' 8.2) 7/8' CALK -IN ANCHORS AND 3/4" SOLID SET ANCHORS SMALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4' 0-20 SCREWS USED SMALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. &3) 1N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE £XLSNNG WALL, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCRE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.l) TUo 8.2) ABOVE (C) ANCHORS SHALL BE INSTALLED FOLLOWWNG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 7H£ ANCHOR'S MANUFACTURER. 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 TIIRU 5, SHEET 3 OF S. & STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE' AND SHALL BE STORED AND PROPERLY MAINTAINED. 9- 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. f0. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SMUIIfB IN ACCORDANCE LYITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE' PLACED FOR EVF14Y OPENING. LABELING TD COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUIDING,CODE. It. THE INSTALLATION CONTRACTOR 1S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH INE BUILDING TO PREVENT WND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 12 STORM PANEL INSTALLATION SHALL COMPLY WNH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (A) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT,• LE WHERE THE SITE CONDITIONS DEWAIE FROM THE P.Zo. (8) 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 OEMAIE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY, (C) THIS P-E-D. WRL or COMMOEREO INVALID IF ALTERED BY ANY MEANS (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BEiCOME 1H£ ENGINEER OF RECORD (E.QR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER US£ OF IN P.E.O. ENGINEER Of RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SMALL SUBMIT TO TMS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (E) THIS RED. SHILL BEAR THE DATE AND ORIGINAL SEAL AND SOM47URE Or IRE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED ?. va Di5Il9NG SHALL ONLY RE Ra TO 7-1 OBTAIN PERMS IN WE STATE OF nmDA S\:a Q: \? F iLOR(DA B!//LOlNG CODE (Non Myh VdeATDy NMITIavno Zone ' No. 44167 _ vz= mmm CLEAR frtmrjfA sTaRM PANEL MP M$m en STA" "' = ILET C O T� EASTERN METAL SUPPLY, INC TAM fC0 RIQQ;. �\ 1eslnto f ENGfH6£RtNQ 00MPANY am ww Mans ww '�'r/Jjss+ONPI � G ��►s Oaf-rsr �' ,n. mmi Q . .rsoa 20-T81 Lra4�itsi , I Y,lq SALT 1 Gr 5 (D CLEAR PANEL AS APAAME Mp) L L —logo, U-1 30 ANGLE RUND OUT RACKET ANGL£ WITH STUD -4.500"-- @PROMME WIDE CLEAR PANEL ".. L . 1 gg iaR-1 I z -Fa TRACK ANGLE Oro TRACK T apnom am KEY HOLE AT PANEL Q9 Xr-y HOLE W 4) 'REVERSED '°F' TRACK AMMM Mr 5oFMUW_.r . R STORY PANEL TYPICAL ELEVATION &_ SCALE: 318" = I" 114 ' M 114 CIP-1 SECTION A AIR BUILDING CODE _0 -n DETAIL 1: meP/arcur gvw MMMMMMWe B Cvnl. 7 A/JI• w: "N-r6 OR acr-l-.§ !JW/BUI(OFFX TAPCON$ \ M/f o H2Rr SRA O P.V@WIE O®W/RW/6/1ROE7C TAPG N-%\12• a G ST.IMVW SWEWA(X @OLT OR OAWOR CO OR EECO TEX7M PAEWTE TO ANCAM W/ I/1%-10Tlff/SS1 ��- �• �� \ OEWA(T aIL' al!/(-f1y5 (SEE scNEautE FOR �AaNG). \ P (SEE Sa/muLE FOR SPACING). \ i MOM SaNnM EE FOR \ (SEE Sa0ONE FOR SPAMWJ. f, E a \\ SPAGWO). r t� E a POI\ I �• \ 2 Cent CONCRETE \� 4\I \S \\ \ \ \\ \ \\\\\\ UCREIE-� E 0. C POUM E a l i RE"M I FOUREV E a 1 I \\\ •® \\�\ \ I '® CONCRETE BDLTs W/ 7/6• r 4 I 1,� REctr�E�% I Jam. �•� •J'® s s u? s wI � •® SIMWAIION I I 7/B• r G z E rm I Loa TO 57M �MAR L&M am PARF �tE7,G7N smw I ® I2• o.a 1 CL4W'�- 1/4 0-20 , 1' I �� ��� � , - I. W. S/ PANEL IEltDDOI IS 7/BLliE/; aE7A'[AS0P•_PAM ETLN 57�W^C I (SEE SWmNF) POLMM caw. E7E \ I SEE S T � �� I ' OR -Q '® \ I BLOCK WAIL E a ` I OR OCCO E E a //41/-20 r 3/4• {/I�) O !Y 4 C ` POOR COI E�a` \ I K WALL REWORE0 \ WUS JIMWWING N!!T I •� BLOCK WAILLEG LLOC L000• { 7Con(. REnDarm — �_ dLl(-a5 OR ELCO TDRRON RW/BfRLOEX TAPCONS t PANDMATE ®®W/ 1 .%-20 J, I OEWALT,F' �- 3 Cant so"T OR a a W/ ® // GIEK-OISOR EZCO-J 1.Oao1 1 POURID Y. `: (SEE SpIEDU1F FOR SPAGWC)W/ 1/40-201RT1^,.9EE1D ErotT . TEA7AON PANELGI7F I I roNtRE7E �' (SEE erumrnc FOR SPAGNG). / (SEE SaIEDULE \ 2�Cont 1 I RWIaRM •--E D. \ fOR SPACING). RW/BUllOETf TAPCONS OR � E R _WALL MOUNTING lAISLALLAT/ON WALL MOUNT/NG INSTALLATION {D M J T aG - \ SFCT/ON 1 BUILD OUT INSTALLATION 7 SPAG SECTION 2 C�ILlNG & FL�OR MOUNT/NG /NSTALLAT/ N Nw/BUI{DIX IAPCONS OR E a SECT/ON 3 - SECTION 4 OEIYALT. IOC CIIK-Br5 {� POMM CONCRETE (SEE SCNEDIRE FORSPACLYG). I —REQUIRED \\I\\\? Co„ t 5 1/410-20 , I • S X S W/ ,® 7/B• , .3/J2' WING NUT O 12• o.c SIDE WALK BOLIS ARE J/4 4,J ' NCK r•YNULUL I I Yam. EAW NOI EE Scnw 141 NOIE FOR C01RINIAON OF SECNONS SEPARA170N M � LDMW (SH£E7 !) WAU1?Z OR/CWLTNG MOUNRNG SECWNS CAN BE E]GSlWG ClAS5 I (gE S 7Rfh5 HEtO BOLTS ARE T M/B7MCK COLFffiNEO IN ANY WAY TD SWT ANY jwALLA710N. 1/4%-20 r 7' 1 PEJT IXR2 g B.2 (SFKE7 I) S 3 Y. S W/ 7/L• , J/J2' I WDIC NUT � O r2• as I '�! / ,® E 0. - EDGE AISIANCE 4 aa Sa�L ON ALTUANIEO LOG � '� { POURED COI , ERA T(L(/g44 FLONDA BUILDING CODE Mon NI h Yo! 1• , I I ,/• INSTALLATION DETAI � �.••-••••••••• r � a � NaTrleane Zone mv/BraIDEx'AFcays OR I-- l l� / SCALE. 3/8" _ (^ iCENSE �% o2o2D m/aa arc CLEAR BERTHA STORM PANEL L.P DEWACT, D1C G7LX-!!LS E a j j• J� auwm or. (SEE SCIVXW Farr SPALTNG). E a No. 44167 C_ElUNG A FLOOR MOUNTING INSTALLATION = _ IL EC O iNe. EASTERN METAL SUPPLY, INC OAR SECTION 5 STATE OF rUtrr TT3Tao r ENf7rIDHNO COLw 42W HEST AMM DRW ..� • FLORIOP �' c `�` L>»"�`nw11°re', W �s9n,,, x6T vuy BEAnt rt JJ407 20-184 /¢ �i`r`S/OIUALENG� r` a DDDasla a r mr .n r m� mr DRAWwc N, ., �r WALIER A TIu7r ,n. rs7 - 9/Fc7 J or s MAXIMUM A S D DESIGN PRESSURE RaNCz(p.s.i.) wau CORRESPONDING MAXIMUM PANEL LENGTH "L" fFt) AND CORRESPONDING ANCHOR SPADING " SB (L) S ucniu cc CAD I.IQrA/ I AT ^ Ili WOOD FRAME STRUCTURES • y ry WJMM amov PRFSSUAF /UIWO O+alj Ifi PMU LELOTR L (!) ' .aw am LDM S/ppil PAhQ ANCWW SPACrKs 3ZL7roy SECTmA6 $ d s 1TOY) ! SFCICI 1 iT7) j t SWMN 4 OW) +2aO. -2aO t0-0' 7' 12' 12' +28.0. -30.0 9'�8' 7' 1. +J0.0, -J5.0 at. -If, 7' 12' 12' +J5.0, -40.0 B'-4- 7' 12' 12' +40.0. -45.0 7'-11• 7- +45.0, -50.0 7'-6' +50.0, -55.0 7--2' 7' I2• 12• +55.0. -60.0 C-10' 7• 12- 1• +60.01 -65.0 6-7• 7' 12• 12' +65.. -7..0 6 =J• 7- +70.0. -750 5'-10' 7' 12' 12• +710. -80.0 5'-6' Y 12' 12• +80.01 -850 5'-2' 7' 12' 12- +B5.0. -90.0 4-11' 7' 12' 12' +90.0. -95.0 4'-8' 7• 12• T2' +95.01 -100.0 4'-5- Y 12• 12' +10a0. -105.0 4-2' 7' 12' 12• +1050, -110.0 4-0- 7' 12' -- Min. PANEL LENGTH IS J-0' •tANJQNUN ANCHOR SFACWGS ARE YAUD FOR J 1/2' FIIGE 05TANLE FOR E 0. LESS THAN REDUCE ANCHOR SPACING BY AWTTI$Y)NO SPACING SHOWN ON SCHEDULE BY THE fOLLOWlNC FACTORS (NOTE: Yin. E IT PDR GfLK-fN ANCRORS LS 2 1/2 FOR INS OPERADON 10 BE POS�iE R ID SPACING OBTAHNID USOYG FACTOR SHALL NOT BE LESS THAN f2NOlLRI SPAMO LMMZED FOR F&ACH ANCHOR TYPE AT ANCHp1S LE6BY0. ACRLAL E a FACTOR 1APO9 PAAO:WATES CALK -TN J' 86 .75 2 1/2 .71 .50 2• .50 - ANCHORS LEfdD ANCHOR ANC RS TYPE SP CING PAARMTES CAL)l-Al y5' POURED CONCRETE /I -OR COAVEM BLOCK WAU. REONTRID. LAn. ©O 12"CRETE ANCHORS DI AR -i-f 606J--T6 1AlLOY / 2500- C.nL Atom. ANGEE CASE A ('Elan ) POURED CONCRETE OR CONCRETE BLOCK I- _ W CONCRETE ANCHORS1 y 21 0 12' .. l� ,h 2' a 2'. 0.55' TO 2". S' r .055' Cant Al... ANGLE OR .080' 3 105-N154 SHEET NEW AHwn. BENT PLATE CASE C (Plan) 2' r J' ..09J' J105 R-14 OR 6083-76 ALDY Cont. Alum. ANGLE- / WHIN ANCHORS 0 I2' 0. C. n a1/4-GIP / T 1® r"", (PlaCASE D n- No.44167 STATE OF : Q LEG 10GI710N ME) POORER CONCRETE OR CONCRETE BLOCK WALL REMMM O OR (DOR® ORO OR©ONO I-- 2' 4' , 4' I .072- �, J105-N14 OR �O 24' 0.0C. CML Al ANGLE GLE W/ .NCKNUT �• CASE B (Plan) CASE E (Plan) Snw. 1/4' > I' END CLOSURES DETAILS SCALE. 114" = 1 " BU/LO/me CODE ( Non r/s r-z0 tzco mou/re ire 6' Ac W/ M00D HEADER 4' x 8' (Mn.) FJ°SRMG I 1 7/a_ WdL PQgTRAWN OR RLDIIDPED. WOOD BEIW REWJ = �} \ jjr jtf SS HEx WASHER — 1/4%-20 EIQo mofe/Icm.1. _ 1/4'h-20 ELCO male/Iwralo PANE MYE HEAD MOO SCREW"' W/ PANE[WTE O 6' o.e w/ TO BE cou!nED or 1 1/2' WG PENE7RIRON O 6' ac. . 17/B' L6n. PFJItTTRAROM OR OR ARCRm ENPRM R 1 7/B'Yar. PENE7RA11lRL. � SHDOER ��� f � / 114 SS HEX WASHER OR ABCHRE I PRAMS Ro/cant HEAD WOOD SCREWS W/ x ���- 1 1 T r/2• E nPETEM7/OH ©s• a s � WOOD 1 0WWSS,i/f1 11WASHER/!PEHEM4710N O 6•2000�•N 8'0 SN O 7.OIOD Mn.1/ I Y`!", ! 11Yo viNi ew7E �D , , , Y.., - 2 C-L I i I L/ � I Cont I �• ®� i l . ® 1/4'0-20 , J/4' 1 1/4-0 20 x 1 •—� I 1 . °OL7S w/ 7A. , ► . © Hous w/ 7/8' x 1' AGn. I 1 • Aft ! J/Jz' WWG N07 m ,NM17°Ni N I Haz I T%n°NN° I I J/J2•o 12' .. 0 1r ac I RAW I PANEL. LENGTH Goss I I (SEE NOES aMM)—SEPARAANON TO EXLWING WALL MOUNTING MMTALLAT/ON BUILD OUT INSTALLATION _ SfFMM�1roN____. I PANEx NGM I ALTERNATIVE 2 ALTERNATIVE 4 - mctm G I (SEE MOMS eEt°w) I d I ai_ j __� ` soCE'Lmsn'rONNc I 1 cuss 1pi-2o : J/�- ° / ,-- 7/d' x J/J2^ i eot7s w/ 7/a• x, WbOD wWc NUF I 1L 4TS % 7je '. 1 -- — 3/J2- wort Nur PiATE -1/e C-20 ELO° mak/Iemate PANEtflA7E O 12' o.a O 12' ac REG(/IREA O 12 o c W/ 1 7/8' Yin. PE 9MI70N i O. OB J/� ®1W 1 1 ® DECK REOUWm • ©OR 54 ! 1 '� AT MIDWIDIN OF RAFE � (�L_I�� I (NO SWISH AIEOWmJ Cant i '. EO uJao' 0 / �� I Jw• i LEO WOOD ' I IL Yi 4; i {{r �iE� / AE01E ED. 1/41-20 ELCO mole/female DOD yr \ 171W ra O 61 ac W/ 1�771 1 7/8' Y'n. N WASHERON OR / PM'14 . . ma/mora 114 x 1 J 4 SS HFxHEA SS. HEX wASHLN`` 1 718 CITE O 6' ae W/ �O � SCREW w/i r/z• MA HEAD Wt70D SCREiVS W/ 1 7/B'Ym. PREM770M OR 1 1/2' LGn. PDYEWAWN O' 6' /14 SS HEX MWER PENEM17ON O 6' o.c _WALL MOUNTING (D. M.) \ o IDWIDIH OF PLATE i -. WAD WOOD sc. w/ ALTERNATIVE f 1 a 4/DWlDW OF MTE QMM dr FLOOR MOUNTING /NSTALLAT/ON ALTERNATIVE 6 NOTE FOR COMBINATION OF 900_N. WALL MOUMMG SECTIONS CAN BE COMBWED IN ANY WAY TO Stpf ANY INSTALLATION. tract MVU/Y/BY& IIVZlAUAIIVIV BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATIVE-5 INSTALLA TION DETAILS ON EXISTING WOOD BUILDINGS SCAL ... = I" FLORIDA BUILDING .CODE ( Non 1. INSTALLARON ARE ONLY VAUD FOR MAX ASO. DESIGN PRESSURE RATING AND PANELS LENGTHS AS PER SCHEDULE SHOW ON SHEETS 4 OF 5. 2 FOR WOOD FRAM£ CONSTRUCRON: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIRC DOV59Y OF 0.55 OR EQUAL