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<br />} INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />SCALE 3l+e'-,
<br />MAXIMUM A.S.D. DESIGN PRESSURE RA ING 31 AND A T SECT N 3B
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<br />MAXIMUM A.S.O. MOX. PANEL LENGTH � XWOM INC Sam" mkct ANCHOR VAC D n
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<br />DESIGN PRESSURE L (t, MlrouuM SEPARATION PANEL �,�'•,!ctOR10* : •ti 20 GAGE GALVANIZED STEEL STORM PANEL Fv WATI LYM SINORi swm ON SCHEDULE Aplla Y - 1AOIDIN No. 41 i * `Owe n,tm, At 20 DACE GALVANIZED STEEL STORY PALL
<br />( ) TO GLASS CONDITION �� D•xM E• n THE FOILOeaq FALTOIY. is lHw ,_ I ,_ - �rHt= :' _ ��'''�� _
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<br />INTO EXISTING WOOD STRUCTURES
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<br />,. INSTALLATIONS ARE ONLY VALID MR GUItDXmS WITH ASD. DESIGN !LADS
<br />UP ID .56.5. -72.0 PSF AND PAWL'S LENGTH UP TO 8•-11',
<br />2- FOR NEW MOOD FRAME CONSTRUCTION: WOOD MEMBERS TO SE SOUTHERN
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<br />No. 44167
<br />P.ESEALL AIM. n s_ LEANS STOWSMEM
<br />I E-2 "AM SWAM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.LO.) WETS BEEN VERIFIED FOR COMPLIANCE N
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE.
<br />DESIGN WIND LOADS SHALL I E DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOL
<br />POET A WHD SPEED AS REOUIFLED BY THE JL,R6DCTON WHERE THESE SHUMRS WILL BE INSTALLED AND
<br />FOR A OMECTDNAL1fY FACTOR Kd-0;65. USING ABLE 7-16 AND SHALL NOT EXCEED THE WWI% (A5..0.)
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2E a 26.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULIBAIE OEM" WAND LOADS DETERMINED PER ASCE 7-15
<br />SHALL BE FIRST REDUCED TO AS.D. DES" "C LOWS BY MULTIPLYING THEM BY 0.5 IN ORDER TO
<br />TO COMPARE THESE W/ MAX. (AS 0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 26 IS 26.
<br />N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,ED. AS TESTED WERE NOT OVER StRESSED. A 33R INCREASE
<br />INALIOWA6lE STRESS FOR WIND LOADS WAS am USED IN THEM ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S- 2015-
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION +626 OF
<br />THE ABOVE MENTIONED CODE AS PER rENESTPATON TESTING LABORATORY. INC. REPORT / 2032, AS PROTOCOLS TAS-201.
<br />TAS-202 AND TAS-203.
<br />2. INNS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF TE OPENING ACCESSING IHff OPENING FROM THE
<br />NSOE W/0 THE USE OF A UDDER OR LPT. '4 6 APPLICATION IS VALID WHEW INSTALLATION IS INTENOFD TO Or PERFORMED
<br />FROM THE CRISIS OF STRUCTURE.
<br />3. SEINES I000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WNOOWS WHEN INSTALLATION 5 REQUIRED 10 BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />4. SERIES 2000 INSTALLATION 6 AND APPLICABLE TO SINGLE ADOUBLE HUNG AND NDWONRA SL OETS STYLE WINDOWS WHEN
<br />INSTALLATION 6 REWIRED TO ■ PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />5. ALL ALUMINUM EXTRUSIONS TO BE t163-16 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED)
<br />S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SAW. NAVE 3105-1414 ALLDY.
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. ASTM A -SW GRADE 50 Min., OALVAIZED STEEL
<br />DESIGNATION W/Fy- 58.5 NMI (AFTER ROLLED).
<br />B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DON
<br />W/ 50 Mal YIELD STRENGTH AND 90 IOW TENSILE STRENGTH StSHALL COMPLY IN/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />9. BOLIS TO BE ASTM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL WRH 36 0, MNIMLW YTELD STRENGTH,
<br />10. ANCHORS 10 WALL SHALL BE AS FOLLOWS:
<br />(A) TO EXISTING VoUNEO CONNCRET -
<br />1 4•0 TAPCON 1 / ANCHORS AS MANUFACTURED ET TW. BUN.DEX. NNC- (MIN. 1'G-3192 P.a:.)
<br />1/4• • x 7/8' CALK -IN ANCHORS. AS MANUFACTLWO BY DEWAT NC. (MIN. /c.3000 P.Au.)
<br />/14_10 PANELMATE FEMALE D t PAWLIAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRlCTx7N PRODUCTS,
<br />W.-JAM P.r.l)
<br />AI) WWAUM EMBEDMENT OF TAPCON ANCHORS IRO POURED CONCRETE SKILL M 1 3/4- AND 2• FOR PANELAATE
<br />FEMALE O IS PANELMATE PLUS.
<br />A2) MM" EMBEDWNT OF ,/4'0 X 7/5' CALK -ON ANCHORS SPILL. BE 5 7/0' INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PEM.RiTED.
<br />1/4- 0-20 SS SIDEWALK BOLTS USED SHALL 8E LONG EMMIGH(SHOULD ANY FN64 MATMAL EX" TO ENGAGE 3/4-
<br />Oft ANCHORS.
<br />A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE POUND ON THE EXISTING WALL OR
<br />FLOOR. ANCHORS SHALL BE LOAD ENOUGH TO REACH THE MIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHWA
<br />6E AS MENINED N AI) AND N A2).
<br />(B) TD EXNsnwl cGxNCREtE �Du,� R�
<br />1/4' • TAPCON ANCHORS AS MANUFACTURED BY ITN. SUILDEX, INC r
<br />1/4• P X 7/0' CALK -NH ANCHORS. AS UFACTURED Of OEWALT (N'm-1500 p.v)
<br />j111{e
<br />4-10 MANW- PANDA41E rEAAUE D +HID PAWLWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION
<br />PRODUCTS (I'm-i071 P 4.i )
<br />U10Y PAIFUAft PLUS W/
<br />-"-_. . 3/3T• wRlO NUT YTILSNLT
<br />(BEYOND)
<br />jeouRa CONCRETE
<br />OR CONCRETE BLOCK
<br />REOUNED
<br />WALL_ IiMNiil-! IN TAUATION
<br />•u������
<br />SCALE 3/6'-l'
<br />P.E. amAw 1a1ME/W,E
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<br />20 CANE CALVANRED STEEL STORM PANEL
<br />COMMM sY
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<br />PROTECTION PRODUCTS, UC.
<br />LIEO ENE.
<br />� St sow
<br />ONE. " 330514
<br />P-OW (M4)•M-YEHW POOP M4)r•-M
<br />•- r. a +r •.•ra A DA«
<br />20-176
<br />�. -"-I
<br />DIMWrYr
<br />SAO MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANUMATE FEMALE O IS PANELMATE PLUS INTO CONCRETE
<br />BLOCK SHALL M 1 t/4-
<br />112) MVNANWA EMBED" OF 1/CRY 17/e CAUL -IN ANCHORS SHALL BE 6 7/6' ONTO CONCRETE.
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EN01iCH(SNOULD ANY FINISH MATERIAL EXIST) TO
<br />ENGAGE 3/4• HMO ANCHORS.
<br />8.3) N CASE THAT PRECAST STONL OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.
<br />ANCHORS SHALL M LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORWE
<br />SHALL BE A6 MENTIONED N S.,) AND N 8.2).
<br />(C) ANCHORS
<br />SURER. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHCR'S
<br />MAHWA11 IT SHALL BE THE RESPONSOORM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />6 TO BE ATTACHED TO INLSLME PROPER ANCHORAGE. THIS SHUTTER MALL ONLY BE ATTACHED TO CONCRETE• BLOCK
<br />OR WOOD FRAME BUILDINGS.
<br />12. THE INSTALLATION CONTRACTOR IS TD SEALICAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />CONTACT WITH ME BUILDING TO PREVENT WWO/PAN INTRUSION CIAWK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />LENGTH
<br />t3 STORM PANEL INSTALLATION SHALL COMPLY WAIN SPECS INDICATED IN THIS DRAW°O PLUS ANY BUILDING AND IONNG
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHETS PERMIT IS APPLIED TO.
<br />14 ATRIAL 001004 AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM- IS PfflW ON
<br />15. (•) THIS PRODUCT EVALUATION OOCUMEM (PLED.) PREPARED By THIS ENGINEER 6 GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFK PROJECT, Le. WHERE THE SITE CONW06 DEVA7E FROM THE P_LO.
<br />(b)THIS CONTRACTOR
<br />ING L*T SAM OF
<br />PRODUCT BASED ON THIS PED. PROVIDED W/jSHEE DOES NOT DEVIATE, ROM THE CTION. PURCHASE AND MISTALLATION UOCONDITIONS DETAILED ON
<br />THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />(I,) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />(I) SITE SPECIFIC PROJECTS SHALL M PREPARED BY A FLORIDA REGSTERED ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE 04PA iR OF RECORD E.O.RJ FOR THE PROJECT AND WHO WILL BE RESPONStBIE FOR THE PROPER
<br />USE OF THE P.E.O. ET4GItEER OF ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL
<br />SU&IIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS :OR REVIEW
<br />(0) THUS P.E.O. SHALL BEAR THE DATE AND ORK)INAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or
<br />RECORD THAT PREPARED R
<br />16. STORM PANEL MANUFACTURER'S LABEL WWI BE LOCATED ON A READILY V618LE LOCAIM AT STORY PANEL IN
<br />ACCORDANCE WITH SECTION 1709-9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br />LABELING TO COMPLY WIN SECTION 7709.9.2 OF THE FLORIDA BUILDING CODE.
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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS Y/24 (WE OfE 2 snowy
<br />Z HANG STORM
<br />(SCALE +/2-1') INSTALLATION RETAILS FOR SERIES 2000 AND 1000 -
<br />T'/24 4'/2 4 V/ a w/o ®• ® (w FOR a ,WONT
<br />•�r� ,� MR CONCEW &40cm � r � 2724 T /24 canaE+E ANC M f FELNaaat a (BLS r e°a.) PAN POURED CONCRETE OR CONCRETE BLOCK
<br />3' SCNmAt a SHEET 2t TOR ROOD IA:IE,. r- E
<br />^'----- 1.59I' ---- - « rYa FEE SECTION a WET 24 MP. AT Y -(SEE SCHEM" a SIftT Ya) --"' '� ,• L
<br />2.Tso•---2.581•---• 1'YAV f•,r' ` a•nSR4T4T'GRa -. ,., 6�a-
<br />15.19a• (TOTAL WITH)-- -- - _. .. _- - --- - f Ili' TaT• SAS) !OE ope�c -� li1EDM i.i ,moo,(,,
<br />(EFFECTIVE WDTNO ._ _. - _ ._ _ __ - ) - --- - ---, 2.25D--1 y - ao a g1 wwcr m)� t,e salAE -� r `.IWcn Y�LOAXw ��� S:w'•li' :r
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<br />' i , ���I+ ya, �� 1 Ng A a)
<br />1 TrP. 2.244' h4' )1_1 - ..) i._�.: .�.1 �.l _I. -i i �.. _�_ 1 I I ' f l ' _Ll �. 1.. I. .1 ►..3 _�� i ► �.� 1 -', _� I .1 i _ I a T: RFI.w� III I V ,n1N-aay.: ;. 4 !w eos V r \ Nw �iD`iFl•
<br />A/' { 2.iS7• GAVOT MRI. POCK H,EtANEP_. - 1.SOD• 2.500' _ 7 - _ f - -. - _ - _ _ _ ---- - C
<br />2.00D• 2 -/' / I TIP. °BASIN AA 1,� EDGE
<br />� ,tea. y i .tow i I iEDiw0l1 wNEi1F. twmwam PAWLL)`.._ferobw MNEu i-'T'!-'1-��-r-•-I Hw z •E• r�r -,- ) �. �� sE x L. � 1 .1.1-
<br />}_ ii +�'�r r rr,T.r •.__
<br />HEYLNEo r 11 7.2N' `TEE N01[ t >. A OFtDA : I (Om ►Alai r ( ^,•W+•J t� I tERLERDR vANAEt i :;:.� ��.` .N/DRw�H Ir
<br />._. EDGE GRAM s0 YN•RA OETAR, AJ _ I I I I j I >M NWTE 2. 3, .Maw SEE a 3. a °�}°W NqE 4 I i i I SFE xOTE?t'a�EO,.ow - cwnOT tNrPl I
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<br />. _ .. ..BETAS 1 s 7• . . I + 5/16, /A.w NO,I
<br />- - � s0 • I 11,
<br />-"t, VPRDSTORY PA_I+f2..70 r �. T1 i >
<br />11I-�I i-.IIlY�x.L.{j )..,1I"� �.�_)_��..-�r_I��.�.�_ I i_.� �._ 4Dx 1 � a � rr
<br />I I, 1 , 1 � � 1 � ! 1 � O
<br />!� O REVERSED "h' TRACK O3 REVERSER "U" TRACK N _ 4 I I � saam" Wt WCDAK L i 8 ) i i ^
<br />•-A ON Warr as N a srm n R 1 v• sw• Y.i
<br />/ ! SEE NOTE • BL127w. NO/L 3 • PA[UAATE (tyP) CDR M . 1/,•� 4. i0R Mti i t CRY- a'
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<br />VNNEL•S ENQ l) % _ _ tGOADVA� - 3• -1 Mt-_�_,Y�- - _ • At wOVMt1tIK y/►EYaNw/W w /DWr,ON /S�[Ya3/w WE I 1/1'P-MWP Yh 7GAMTON 1 T
<br />W! NEW" COIN. - Fj'� I _ �»..2j0' 1' Caw . SFYiOKb Or SHRTw00EE T' AT F11D a I I!r 1 11:. AT DID PAK6TnW I m CRASS aES NN 'I { TO aA65. 7/W' M � CAW 0~
<br />Mm Mat. r M LOiArfD 7 M CRASS. 7 1
<br />3 �D• �j N l SE NDE 3 ©a ©w OK w 4- O Ta ((� INKY oYONM O OaM 1 N HIND 6 F
<br />M.�• i1LI0r ! 7 r TYPWAL ELEVATION FOROPE 7 DU ALUM MS NC PFA E wrrr I 1 I i H ---- 1 1 Otwl' awAW i I _.. Q
<br />8'3' I • oaENUPiCMa AUMR M P'RONpEOAT LY/W/! Pal ' i---
<br />-. ✓% _. RFAW NANDIt TO PACUTATE MSTAtlAna/TYPOF INTENDED
<br />TO ISTMIID FiOf1 -�. -a b p , 1 Rp
<br />\\+� 125• 125• _ K 2NTEpOm ro BE FNSTu1EE FROM - --� 1" F-
<br />�Y"A 1N,oE Of STRUCT,AE- 1 T I 1 ; i' p
<br />rrsDE of STRUCTURE— a 'v` / 41
<br />HEMMED .- I .- SCALE vw I,
<br />NE { I/.• TMa CAP ,!.• rr. CAP T/.• Y.. CAP tI4• NP.c GAP j 1 I it 1 Iw/ TA '.K
<br />(f Ty '1� 1 I aaf r• Y 1 1 I IPA • 1 WC N .) C� 1 1 1 �� r
<br />ISOMETRIC VIEW DETAIL A 2.000' �' 2.000' { --- --
<br />ROUNDED CORNER IS ENDS OF PANELS .t25' -N 1 aOV a W/o ®' ® 1 /(/'{L,OKMIE ROGTOr lawm I �i f%/ r K 6 wn
<br />END UP III HEMMED EDGE. AC/ T DD PAM6S) [WNL1Y1[ oMRKR _ _O SECT1Qj�A-A EDGE -
<br />SECTION B-B I"L . � I -
<br />T I� �� 1� elm- R ,' 1 � � ., r
<br />,• - CT ]RAM• - 1• .RANCHO � �.,-..J._ 11� I 3 or,N
<br />(N.T,SJ _I '1 -� T44.c ' -;• (1). DEFINITION OF WMINIPS 3000; E - 2 HAD STORK PANEL SYSTEM CONSISIM a PANEL « .Cu
<br />1
<br />(TOP-) - s' WK. --. - _ - - HOtEc TRACKS A7 TOP t PAN#LWtE PLUS OR 13' LONG 1 ;, :f `.ArtiTT1'-a•v,NYi7a-aWNa wN" 1 r��-�Re•--�:-Go--. s wNwKW.�wt'W`eTY3'„_.,w�T/,• BLOC / H ' M,.- .rt»"P^N3:
<br />_. (1). OFrra7Kr' OF cam__ KS 2non. E - 2 HANG STORM PANEL MTEM CONSISONC OF PANEL . (J•A7 BOTTOM w/ PANE[EATES. n al Aq"AaI « 1a
<br />w . w . Cunt. TRACKS TOP A BOTTOM. - r.Al hi ,lsT1.DNn/,• CO m!•'►2oa/r
<br />� ��pp��/A.,yy �u��� ` (2). END PANELS SHALL ALWAYS BE CONNECTED TO NG 5AL Wlat By MEANS OF at g TOR , Wna6 T •Y.�P,,A.• y¢
<br />AL�iadtJo O © Z XS Alas,-•i ALUM. ANGLE (Z) ,END PANELS SFMtt ALWAYS BE CONNECTED TO BOTTOM iRACx OTHERM6E A STOP GAR PANELYAIEs LM, E USED T w/ 15' EONM.[%I(g�7)1 TRACK AY BOTTOM. END PANELS rn'eIRR AD1oaa N°•uRtYTM _ _ _ IC EGRL a D[ oiDaDlWt rA wnfe'.t1m' q„'A
<br />1 1 f WINE ( SHAH BC PROVIDED AT TOP OF StCHL PANffLS. SNWl BE CONNECTED TO W/ T 4Y-2DR}!i`•L.S, W// 7 ]�!/]}2' tRLt aTaAE /f
<br />5061-78 Atllrt. ALLOY WINO NtR OR IJ4'h2�MNN. I�UMOSCR EW HAND TAPPED (ExCEPT AS NP wln FU ,.t 2 } •( _,% �d raR mI �(F,) OF IIr at '^
<br />{- 125` (S). IF END PANE ARE COMB -SOLED TO BOTIDM TFACK, CONNCCTDN SHALL CONSIST OF DESCRIBED ON NOT# (J) 17A?. :vi a1, wan on Ay,J ■ v i
<br />I I /SHWA20,]/La5• Ms. w/ 7 6'wN]J32' wmND rANT oR tWAYN3 C WOO TPUMescn#w (3)� FOR CASES WHEN END PANELS AM USE JOINTLY w 1 WALL WOUNMO INST. �w�
<br />111T0 TAPPED EOTTOY TRACK, tOCATDN OF FASTENERS WAY
<br />1 AT EITHER OF TWO ! S• TOAD © AT _. S S S
<br />(I EXTERIOR MT RANGES OF ENO PANEL
<br />jAQOtOM BUi END PANELS ARE NOT CONNECTED TO aD 4 TRICtt Al STOP BAR SE�CTI�/ 1 Q SOUE 3 -tOLOOR TO u
<br />I t MOM M BE PROVIDED AT TOP OF SUCH PANELS,
<br />!I (4). N CASE THai ENO PANELS ARE NOT CONNECTED TO 80TT0Y .RACK D.•. A :.TOP EAR LTCA
<br />(4). FOR NSTAIATIONS WHEN END PANELS AND SOME NTt" PANELS ARE DIRECTLY SCALE ]/M'- 8 �L I. SECTIQN
<br />,S ONLY USED AT TOP AT LEAST TWO PANELS PALL BE CONNECTED TD BOTTOM TRACK MJaE SCALE 3/8.7•
<br />N USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS MAY ■USED JDINTtY W/ TRACK Al BOITOY ATOWWNG BOTTOM TRACK TO WALL pS[i
<br />I N IMBED TO E)GN51N1G St/u WAL Bt��jt/SINS OF PARk1MAtES. ONE DRERDR PANEL f M p SE Pss DID yw aPaemgrta roN
<br />TO BOTTOM TUCK MAY OCCUR AT ANY PANEL LOCATION. W/ TWO PM RMIES FOl1AMAD SPACING SHOWN ON ELEVATION ND w/ 3 1/2 `w0 M(g]a w T�ANaAR•(p�i oKil BO A A T
<br />N` •• "`E/j (s) SEE SECTION ,•, 3' ! .• ON s1EET 24. SCE ARCHON SCHEDULE ON SHEET 25. Yin. EDGE DISTANCE. FOR THIS r•ec 8ON[R1pR vAFEI. NSEO r W! V ODES 4 R a KN6. (W m A BDtmY, Y� a 1aM al EaR d"•- �E'A /
<br />•'t 1 in 75p• Loss• (Typ.) ••"'�. ✓,p pAi11O/MIPAp NOT NEED TO SE CONNECTED TO (T2E)# n AM' YEMNS. TRACK SNNL NsrAiim '°Du""°"'''°E\.'.•• CEN•p.� T,p
<br />i V Sf' •':T ,R ��(>, A. 71('['/w/r� riEEKN`I THAT
<br />UwAO'S (RETANNE�D BY �. tiaT S. RNGM ODE of PNiFi) NAYS
<br />z iit6 @) ✓ W
<br />N0.44167 i�'y�GfN '. Y;s I = No.44167
<br />* FLORIDA BUNDNNG CODE NI h WIOGN Nurrtcans Zone yY FLORIDA BUADNC CODE h Val ituMoanE Iona L�-_ - Q To. a 2CmW wuNTxm PAN W I• # FLORIDA BUILDING CODE h VHod Nu cons Zone)Q
<br />'---.750'-- - • 02M nnm ,c 't -am T1E04 CRC COMBINED W IWr ww TD SrT Yn
<br />T ATf OF 20 CASE GALVANQED STEEL STORM PANEL F.P.Fi No. 4 167 20 GAGE GALVANIZED STEEL STORM ►ALTER F,' .wrA,ADN. STA tmm 7aT¢ L K 20 DACE GALYANRED STEEL STWBt PANEL rP
<br />DAWN sc aNWN er. �� TF (' CROWN IN,
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<br />7 3"X3'(Yo><. ALUM, ANGLE 8 'A °FS • DR1D _ - - -� PROTECTION PRODUCTS, U.C. °7�I/sw _#' SyTAT DF :fr=�y L PROTECTION PRODUCTS. UC. '/'CROW° '1 PROTECTON PRODUCTS, LLC.
<br />O AL a SI!?P_ iiAH :A,$/ NAL ���f Ii. E C O ENe 3' L I - IL E C O EEac. sFaGEt 1/2• . r inEw x w n b. 1 L E C O ENa
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<br />1 i" LONG G I IIIHNNM 'T '�•� t TRAWL rL svu 4 .h .• DN+E FL wN N TN y DN4 rL U314
<br />'u LNN w. r a YAWN NWre,R W 1NR .NIDH taaKlaEW-731a. FAK t+a+JN•-EDT 20-176 NI.. r wR...P aPD.K R Srw POE tiD.)r-M4M ra: ta+leefam 2D- t 78 r. N, r aA CRAG n'ac US Mee a4a OAK (MA) I_XH? 20-176 Q
<br />6063-T3 Alum. ALLOY tr nw . W m-RP rw ,HOW D1-1w qiA S•.QiQ w`w : Srt an.1MN
<br />PE. WAR/lapAT{IIIEfGIE 1M1,01 A�1k., P; r p-1 :M r4n slr' fIMY'Pa r yARN N ,' t JL WN,ASIaaM4TRE/gR wu1Ep AA RIlIT X„ P.E rr-1 r HOP NW...0 r OHNN•NP r: P[ �M7E r
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<br />SHEET NO.
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