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<br />____ I _111-1 (1) 0_ = 0
<br />-, INSTALLAIJON.- DETAILS FOR SERIU 2,QOO & 1QQ0 E-Z 14ANQ SIQRM PAMELO _____ I i CD CL 0 "
<br />, -1 GENEM NOTES = CU -0 0- .
<br />IN10 EXISIING WQOD UIRmum Owm�=QMLJUI& UFT 3I A, L:Z.M§A_vdATL,BMW): (ic) - , � 0) -4.- a) (D
<br />- . - T STORM PANEL SHOWN ON TINIS PRODUCT CYALLAIRON DOCUMENT (PLDJ flAS BEEN VERIFIED FOR COMPLIANCE w ACCORDANCE /1-4 TAPCOK AKMORS, AS MMUFACIUREU BY LTW sulw_x, INC 0 1 0 Cn :!=!
<br />Mal" "2- DIN11112" MMEE MUNG (PA&I MO � �,� �,� i I � r �1 � WITH TIME 2OX (7th WON) OF THE FLORIDA WILOINO COM ?HIS STORM PANEL SHALL HOT BE INST&LED AT HIGH - 114-10 PAIM.MATE FEMALE 10 AND PANEWATE PLUS ANCHORS, AS MANUFACTURED BY EUCO CONSTRUCTION PROOUCM
<br />� I w - , I " i 11, , / I , , - - U, ow woo VELMrf HURRfOANE ZONES (MIAMI-DADE / MMARD COUNTIES), 4,0 LAC SCREWS PER Nzs,
<br />-i.1-1- t�4 L4 1 11,141 , OCSION WIND LOADS SHALL BE CETERMINEO AS PER SECTION i609 OF IPIE A20VE MENTIONED COGIE. FOR A R4%C WiND - 7/18'0 * 51W WOOD BUSHING, AS OWPOSUTED BY ALL POINT SCRCW, 900 W SPECIALTY CO,
<br />1111-Afiam - -1 T/2, W� INNEM" pularwro I ", j � 11 .1 I � � ` f 11 i " (IF 'ON 'Em SPMQ AS REWIRED BY THE 4URWICTiON WHERE STORM PANEL WiLi, BE INSTALLED, AND FOR A VIREC110ftALITY FACTOR - ,,, (D -0 Q
<br />� '�t` I-) , T01 COSONO WOW HDO11' � I I . . -0 -0
<br />CORESPIDNOING IdAXIMUIA PMEL LLM .0 !j�mrbvu M&MMUM AL&D-DESIGN P WNG PONDIN2 Mubw I UK" 9 $1 VIC WIN - To I -
<br />� _� , � 11111i�:_13�%, .I",, III-
<br />f 0. - E= DSUWCE - -, ' -r,______:i1 � KO-0.85i USING ASCE 7-tI5 AND SHALL NO EXCEED THE MAXIMUM (kS,D,3 DESIGN PRESSLIRr RATINGS INDICAIM ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE I 1/2* AND Z' FOR ELCO PANWAME PLUS
<br />FOR SERIES I 000/2= E-2 HM ZM PANEL M SYSTEm SPACING SC14EDULE FOR INSTAU"NS INTO ORME & M=RETE BL= Sl ucn=A It - 11 ,, i' ' "-'_AkC-L #7..I- SA�, , i, I 1l, r' III = 0 U -= a)
<br />_V&ID DgLlc FOR pAt"r � -11. , . y � I ----G) .� " ,111,, J111" 1 4" ,L 9 THRO 12 ,& 17 18. AND PANELIAME FEMALE M L_
<br />LS-1-Ama-21il, I C, T14 - S�tAr �, 2 - 6 I -IL I WONG IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL & FIRST C 0 ?�:
<br />� ., . , 04 -L -I - , - �T .i-RMI.15': 41 0 0- -
<br />I I , , . - - - ID _JT`1 , 2!L PLOUCED, TO AS 0 DESIGN PRESSURE RATING BY MU PLYING THEM BY 0.6 IN ORDEP In COMPARE THESE W/ MAX. (A�S a) C�2) MIMWJM THREADED PENETRATION OF LAC SCREW, INTO THE WOW FRMC UNIT 94ALL BE 1 1/2- NO THREADED
<br />-1 I IN ORC I
<br />, ; 4 �, I A I DESIGN PRESSURE RATINGS NDICAMD ON VEM 1 9 114RU 2 & 17, 18 PENETRAWN INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADIED PENETRATION
<br />,
<br />�_Icl 1_�_ APPLICABLE TO tT i I I/ \ /,,I , � , 0 M, 00 Of ID - jER TO VE,RtFY THAT ANCHORS ON THIS P�", AS TESTED IN �= INCREASE 44 AU,"Afkf,
<br />WAXIIAMW MWOOS SPACING MR E, ft, - ), h 9 I � '4". .s..'.., w lit4m, a" =
<br />V, """ M;�= oeel%, W-N �g.-N -.,-.% - __ 111. T 1 =-2-vit- mus, I ,�r . 6 \ 1 ,;, * a - 0 LL -
<br />.6 , I rff� - � , i I , � M NOT OVER STRIE _ A 33F
<br />MeURE TAFiOaN$, i OLAT-4m "CIAM FOWG_' 0 MiXAAUW PAWL j, ", I J 3, E DVAIL 1/24 a IKS W11 TO FKATINO wow "E�L � I I � - STRM FOR WINP LOADS WAS FASrtWCkS SPACIN43 TO Wow HAS SEEN DEFERON"m IN CAI) MINIMUM COCZ DISTANCE OF LAC SCRUWL INTO WOOD SHALL BE AS INOILATED IN THIS MA*M
<br />1'. X-MlIsA= MI* *4 4=11 11 ACCORDANCE WITH NM,S, JOIRSO USED IN THOR ANALYSIS M 0 -4.- 4-
<br />� - - - LENGTH V Jet) � I 11 4M 'A DOI at r&Rf rrip.� 14 co
<br />,
<br />2 SAIIIr BOLTED . 1. I V. Y., 1.*, To - To CONCRETE 10 MM III 11111 To OCHMM � , ,--.- - . , � GCwL Xlr A ITIOR PANrL'S ADVOWIET FOR IMPACT AND VAND RESISTANCE HAS S.- ECt" 6091.2 OF LA) MINIMUM PENETRATION OF WOW BUWIN4 SMALL BE 5/8'. 114- 0-20 SCREWS USED SML BE I 1/2- LONG M(NimUm
<br />+".a. _75_3 70' OR LESS 1.13 j;,GaNOwmj7o CONCRETE - - I i ", t i ,k, I - m ,Z14 VEWMD ON ACCORDANCE VATI4 S I �
<br />V* a 31W - __m im I --- s/Ir Mu.. Pw RATT TWIIL #14IT" S.Ms , , , �, - . _mu___._ THE ASOW MENTIONED CODE AS PEA1 AMERICAN TEST LAB OF' SOUTH FLORIDA REP(M5 #WI4,01-01 ME) 0021%,02-M. AS SHOULD STUCCO EXISL AND I' MINIMUM FOR WALLS WITH W STUCCO, 0 >
<br />- - & r (TOP) .. .I 41, mfwm or EVEM 0 - -1 .- - 4) i k . I , -'I PER SSTO 12-09 4: A$N C 3M-02 STANOAROS� AND AMERICAN TMING LAS SOUTH FLOMOA REPORT )112�_111-10 AS PER -
<br />C_
<br />.68,0. -75.3 70* OR LESS 2 7/8' SIXTED . 4' & 4'W t2, NIA 11. N/A I 12' N/A 12' 1 N/A 1 1 mwom "P I io C�5) IN CASE THAI PRECAST STOW_ OR. PKCAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />11. 4. --Ij �� TAS-VI AND TAS-203 PITOWLS, AND AS PVFT CALCULATIONS PERrOWED IN ACCORSi- " W1 SECTION IGG4 0, THE L_
<br />FLORIDA BUILDING CODE WAU_ ANC"OOS SHALL BE LONE; 04OUG14 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. U) (D _4�
<br />3'* to' ,. 5� A- v A,.� i - - - Iii, -_1 (SEE IT= 0 ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 2) & C.4) . - c-
<br />I &TwU4/z-"�FS & wwo*ff AT OVILAP & ax OF PARM LENGTH 12' 3- W r ,I. a. ._§�-,M). -17 __L_� I r I I (n CIO ca.
<br />: - __. 87 a" 2� �1110-1111. I I I I - � _ips____...___ WOOD, WPAGM Womm I 111� 7. &L ALUMINUM ExIFILISIONS TO BE 50621-76 ALLOY AND TEMPER, (UNLESS OTHERMSF NOFIED), SVC Sum. 2 IV) MrHCRS EHAJ� BE INSTALLED FOLT.OW0,14 ALL OF THE RECOLOADOATIC45 AND SPECIMATIONS OF TK ANCHOR'S MW^CTUMR. = CU ZO -4-0
<br />N/A N/A 141A N/A 12 1/2' W I '. Otm,m) - 2 0/16. WK,. t y4-po.v,- v � I - .1. ALL ALUMINUM SHEET METAL USED Al CLOSURCS SHALL HAVE 4TC5HL4 ALLOY, =
<br />WA MIA - � 0 PANELS "( ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DEL41LS SHOWN ON SECION I TUR0000 0 'SHEETS 4 �- -0 - U) <
<br />+66�0, -15.3 - - 70* OR LESS 7 g/,O* a. w ! THROUGH 5) Ur-EF- THAT HEADCRSO a(D SHALL NCR !,It USED.
<br />71 9 1/2' N 4 1/2' 4 1/2' N/A - 7-PAPAWN'- . I I �-iiw i I _. 4 ALL W,Ett. SHEET METAL PMELS SHALL HAVE STRUCTURAL QUALPY STEEL- AMU A-653 QWL 80 MINJMUM� 0-60 C,4lLVMIZED .
<br />N/A , /A NIA 3' (TOP) M CLASS- TIZZ - I I-WOR -� 12, Oz .
<br />. I E��_ EVERY - 2 'A' w� S11mL 019"110N W/rr- 222 "I (AIFTER RqLkml- 9, IF SHALL BE THE RESPONSWURY OF ISE CONTRACTOR TO VERIFY THE SWNDNfSS OF WE STRUCTURE WHERE SHUTTER IS TO BE
<br />- 12, N,A 12, N/A R 1/2" 1 N/A 9 1/2- N/A 2v (BOTTOM) 1 EAW OVUkAP 9 . I - - � 9 -WAN14T"- I � ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRM BLOCK OR WOOD FRAME
<br />_ ] 1 4�-"4/4- QA54 I .,_20.4"r IWS TO HE SIAMILESS STEEL _V4, OR. 316 "I SERIES OR CORROSION R VSMANT COATED CARBON STEEL AS PER GIN MUINGS.
<br />- ri, - IZ __ i5 # $ - j/ I To L( _ d 5. ALL SCRI, E_
<br />12' IN A I I v SCREW !/ , a 5018 W/ 50 k1i YIELD STRENGTH AND SO Hit TENSILE STRENGTH AND SKILL COMPLY W/ P,OFVOA BUILDINO OW SECTION
<br />N/A 12' 1 N/A 12- N/A 4, (TOP) + " -1, I f, v - - - .1 - A - � _21U' ,9: 5 241 1 _Zr.,JA� 10 EACIH REGULAR STORM PANEL WT)4,LENCTF4 OVER 90'. AS PER SECTIONS Vj Z, 4. 5, 8 AND AL1SNik",$ IW, 3W & *W ON
<br />- - .., ...... � i 7w/.11;111.1i1% � E
<br />'. I . � !� 10 awm - rmk� 04PLW I �w � SHAL HAVE A LEGIBLE AND R MY VISIBLE MARIONG I "-UPW, MER OR TOW 'TO
<br />12' IV a 1/2- 2 i I 1. � 2 - -,r I I CVw OVERLAP SREETS 4, 5, 6 & 7 RESPECIMLY. EA
<br />I I (BOTTOM) I I P 0 I I 1 1-1--l-1- I i 9 BE BOLTS TO BE ASN A- 101 GALVANIZED SMEI. OR AiSf 304 'SERIES STAINLESS SI EFL. WITI 36 k.i MINIMUM T.Irw VIVENVYft, SECLIRE PANELS WITH APPLICABLE RONFOACEMENT OURM PERIODS OF AURW.Mr� WARNING
<br />t I 7 ANCHORS 10 WALL SHALL $L AS FOLLOWS. I " 1HE INSTALIATION CONTRACTOR IS TO SEAL/CAULK ALL SOUTI-0 COMPONENT EDGES WHiCH REMAIN IN CONTINOWS, COMPACT WITH
<br />I
<br />*LJUffM TO MO IL00. ",D. DES" PRESSURE RATING F'h� --J,-- - gi I � I 11 I i � - 19 I I BUILDING FO PREVENT WIND/RAIN IMMSION.
<br />4 t9i I - g4, � (A) M_E&9MW,EQVSEO_��
<br />AWE SHIRT 26 MR MCIVIS TYPE & SPACING FOR IRSTALIUM" INTO WOOD vv � f, I ii - 1/4-* TAKON ANCHORS AS MANUFACTIPRED BY IJ,W. OVIUDEX, INC, (Wn. f'-4lI92 p.s.i.) STORM PANEL INSTALLATION SHALL COMPLY WTH SPECS INDICATED IN THIS OPAWING PLUS MY BUILDWr AND ZONING RECULAPONS
<br />FRAME BUILDING go 12) 10 BE- 1/2' � _f i � i �- p - 1/47 6 X 7/0' CALK-W ANCHORS, AS MMUFACTURED BY DEVIALT M PRVADED BY THE JURISDICTION WERE PERMIT IS APPLIED TO,
<br />mmmum ENE owmcv An WWAM PR TO Me, i t/4-0 * .5/4- SOUG-SET ANCHORS, AS CIMTR16UMD BY AQ. POW SC"� SCILT At SPTGI GO
<br />=,.-=R.r 0= MICAROD ON S014150" MUCE ANCHOR SPACING � b 199 " I , to, (0) T41S PRODUCT -,VALUATION DOCUMENT UP,".) PREPARED By THIS ENGINEER Ls GENWIC AND DOES NOT PROVIDE wOtimilvirm
<br />ON SOHISARE BY THE FOLLOWING 90045, FOR r, I - tMIri, t'I�3000 P�I.�) FOR A SITE 1�-Canc pROjEr,, �A� WHERE THEERTS COROMNS DMTE FROM THE PE.O
<br />rAS OPERAROR TO BE POSSIBLE RMOD SPACRIS WMkED USM FACTOR SMALL i 'I . I - 3 1 �" T ;I1A_JC PANCLMAIF FEMALE ID & PANUMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSIROCTION PWO'JCTSL
<br />+ KOUIRES V- DISTANCE BETWEEN BOTTOM Vj � 6 . . ' �' I I 11 11, THE t
<br />OF PANEL 71I 1i e 3 I I i
<br />__
<br />Not BE USES THAN MINIMUM SPACING INDWID) " EACH ANCHOR TYPE AT - - �.'-11] il [ - I !-L - ____ [ 1 - Tj I# 11 1-1 k� I - 1, 470 ZAMAC, NAILIN ANCHORS, AS MANUFACTURED BY DEWALT. FNC� (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECITON, PURCHASE AND INSTALLATION INCLUDING UFr SAFETY OF THIS PRODUCT
<br />ANCHORS Uratra 1/4'. 2 - -I - - I I /,., � - - I r � j"i BASED ON THIS P_E.O� PROVIDED HE/SHE DOES NOT MWIt FROM THE CONDITIONS DETAILED ON THIS DoCUMENt.
<br />. ++ RODUM U.. OWANCE BETWEEN BOTTOM Of PANEL A i , r ID I k I - - A, 0 MINIMUM EMBEDMENT, OF tAPCOW ANCHORS INTO POURED CONCRETE SHALL Of I Zilej 2" FOR EUO PANUMAtE AND CONSTRUCTION SAFMY AT SITE IS THE CONTRACTOR'S RESPONISSIL"
<br />_ t. , . - ,
<br />2 - Y-tv".y , I .UjS -1 -.
<br />... jt4 I/ I /� V;* ��, -4 . � mATE PUjS � ��
<br />Now m ,�_ , � , , W.. 1NOCAMOM � ,V. -ka'sI.- M.S, 1 3/4* FOR ?AMAC %A!UN ANCHORS.
<br />-
<br />T.vw - RA__ - AND (2) TO W_ 4/ir 0 NOTE A -0 1� - .. . 1 MAIM' wm W THIS PPOCUiC1 EVALUATION DOMIMENt WILL BE 0ONSIVERM *NALJD IF MOiYqCD
<br />1.9 --- '1� /11 � r ,A ,I � "" il , � I , 2 - I L
<br />a i � 2 vEwW) - ____ I2 t/2 _.c -I a .1 1. A,21 CALK -IN At SOUD-SU ANCHORS SHALL Elf EMBEDDED I/W INTO THE POUKO CONCRM NO EMBEDMENT INTO
<br />OL Ammom VACW w f - t/4", LAG SCREAM 0 4- 0,C, i . - - - STUCCO SHALL RE PSMI MI. V4" 0-aO SCRI USED VAU. BE I I/,?' LOW. MINIMUM SHOW STUCCC` EXISI, fid) SM SPECIM PROUCCM SHAkt Of PREPARED BY A FLORIDA R15CMTERM ehotNETR OR ARIGNMV W401 WILL BECOME THF
<br />Y I kj 1.2
<br />-- k1l'.. A -2.1u.-RETTLAIND "'A* - K' _-, I k VW", AND T' MINI UIA FOR WALLS Wm4 No SIUCCO, AND MAY BE HEADED SCRF" OR ALL THWADED SCAEWS W/n HEAD, ENGINEER OF RECORD (E.O,M) POR THE PROWSOT AN=U WI , RE RESPONSIBLE FOR RHE
<br />vold'ANIMMA" Do -s 3---T-7- I % I �
<br />4-wl -- _.�_ 1 --- FIAT ae 1� , 11 - -dwav SLIT WITH YANG NUTS PROPS USE OF THE PLO, ENGINEER OF RECOAD� AS A MSCAIL0 ENOINEER TO THE
<br />i 10, 3 ,/, , ,,� '. coon" m -a a- �, i h 1,9�
<br />..w ".A 014 . * .-a ,-wopq �J, 11 "I :: WERE 'A, ) i % � � --;p4ll ,WS. W/ I'm P�E,D� ENTAMES, SHALL SUE000 70 ','INS LATTER THE SITE SPECIFIC WAW45 FOR REVMW-
<br />4311111. 1A IV" Llril 5-1- - I. - 2uhm _____ - 111
<br />�mwv __ \ v- r , - - e 6- ox. / A.31 IN CASE THAT PRECAST S'Oflt� FRECAST CONCRETE PANELS, PkVMS, STUCCO OR WOOD BOARDS OF FWNO ON THE
<br />WOW PtArf FIOURED 1. I � PEAMO KA11i BE LONG ENOXAf To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS C.) THIS P.E,O. SHALL SIM THE GATT. AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIDW
<br />I Pon ENCINEIR OF RECORD THAT PREPMED IT
<br />WALL MOU I I WOOD 2 ANCHORAGE SMALL BE AS MENTONED ill A-1) AND 114 A.2),
<br />; I�r � ALMMME 2'*W ; I - .. IE MOUIRED it EXISTfNG WALL OR FLOOR. ANCHORS S
<br />- 4 FLAT ON ON EW ; I I , 2'.1' MOOD RAI OR ON EDGE I
<br />.
<br />SCALE 114�- L � �; " RECILLAO) PIAT
<br />z 4 I �, PLATE
<br />3!i , I -] - __ - � � � � I I , ,�t�� , - IC SHUTTER 10MUFACTUM'S LABEL SHALL BE LOCATED ON A READILY ITIVRiLt LOCATION AT WORM
<br />I Nw miti, (2) 2'.4, � Mi, ,= r It
<br />--- -T-111 I. - f , , F3) Q -4 mr,
<br />- Amawlyr ,�,, , � . m t1ft.._
<br />. � __ L., 7 __j_ 1_0 I v __11 . _ ( ! T/4 � 0 f I� t W Si INC, PANEL SHUTTER IN ACCORDANCE WITH SCMt,lC,7QT9i9�!OXL,tL=�AUDIrOL"G CODE, ONE LABEL
<br />, ,
<br />I SCALE 1/`---l- I � , ,�', SHALL BE PLACED FOR EVERY OPENING 'rOW 11109_*� 01 THE
<br />, , , V. -iii., I - I/O s x vol Mx,-Ri ANCHORS, As mANurAmuttv By ovoAd, INC. FLORIDA BUILDING COM,
<br />-ft-om- I - \ __._ - 1t151&UAM___ - -0 X 3/4- SOUD-SET A CHORS, AS DISTRIBUTED PY ALL POINT SCAM, ROILY & SPECIALTY CO
<br />m=1 `� - I �, mfi - �/4
<br />1 , _�K, I IMA ALURNAM 4"W - #14-10 ITAMEUII FEMALE't PANELMATIE PLUS ANCHORS, AS MANUFACTURED BY eLOO WNSTRUCTION FIR'",liffiff",
<br />"'ttittinfirl", , INSTALLAT-10145 AM ONLY YAUD POT Ob-OGS W" A.Sa OEM LOADS _ - 01 M010irivi! awn V., SCALE 1/4__11 'D AND ,
<br />141. UP 70 .66-1IL -75,3 P.1 AND PANEL'S LENOTH UP To VCT, So ,� 1� " 41, , - 1/4" 0 2AMAC NAIUN ANCHORS. AS mANAiRAGWRED By DEWALT. m ,-Tk� �: Rl"m
<br />, , - � ." - - "
<br />, rft� - 7 2 W.- " I """ A T. - ,�.'_ .�
<br />,6�111c� P�. f, ,$,� FOR NEW WOW FRAME CONSTRI,0`10tc WOOD MEMBERS TO BE SOUTHERN dl- , , et,,��%�� � ..... ,i�/)� w", SCALE qvr- I 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO RmEj_4ATm AND ZA'AAC NAlm Aw,NOR. INTO THE ~ it�kCEN % *M
<br />., !'�;%,. '.I, .Z�f . .1 -
<br />'��- " V�6% z
<br />�,, ,�-'��Ems � � r
<br />. ,,, % . zs, PvAE Na� 2- W/ SPECIFIC DENSITY OF aSo OR EOUAL .. , -- . - . _� ,_ FLORlDA BUILDING CODE 2Lon High Velocity Hurricane Zone)
<br />.r " - BLOCK UNIT SHALL IRS T 1/4 , -
<br />I .* . , __ ,- --,.-" \Y1iIEN&e`%1 , o .11,
<br />I I '. 1F FLORIDA BUILDING CODE (High Velocity H cone Zone) , 4t , � - --W-%,44 7 " ' 'I'me OUTDID. m 2# GAIGE GALVANIZED STEEL STORM PANEL r^
<br />� 11 11 - - I -11 I - . I FLORIDA BUILDING CODE (High Velocity Hur Cone zone)l %'l) rALA-04 a SO1,0-JET ANCHORS SHALL BE SUaCDOEO 7/0- INTO THE CONIORC-r. BLOCK UNIT, NO to -, 1
<br />- I
<br />I ., NO� 44 1 Of .1 li arm ImurA #01 r, hvA-I& . z f RD, 4 � - *= 72,104, INC, . . . . . . . . . . . . -11,11,1111, "e"" "
<br />=*� -*- 20 OW GALVANIZED STEEL STORM PANEL ou" mi SEE T ' O%X.,AI 10P AS 1 *' -, * � 20 Ow GALVANIZED ". STUCcO $NALL BE PERMITTED. Ile *-20 SCREWS USED CHAL.- BE , 'Ir LORD MINIMUM SHOULD rx�'T, * <41 �� �_, -_
<br />= - -1 - 'I I STEEL STORM PARR 0`0101 W� AND 1' MINIMUM MR WALLS WITH NO STUCCO. , - - -
<br />I - ��,, �__ low! 2 m _11�r ON EFT . 2,§ 1 ft� O�S -I"" S-- '. '. S kT OF( - llz� � _1% T ___ - I - GLOW PROTECTION PRODUCTS. JLLC. ""�,_
<br />z . * f WELL =T%. " M CH S F /T1 ME C 0,.. \
<br />� AfOOD_ I - `__ , HERE;, OLOBALPROTECTI �.. ARDS 17 -
<br />S_ �O% SlkTEO-- ,I, __ "I GLOBAL PROTECTION PRODUCTS, I.I.C. at/n/w2o . M"m ,P-, : __ ON PROWCTS, LM ""t"K'TLP" Sa) IN CASE I PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD DO BE 0 . 1W.ft USMO & CIMANCIANAP0 COMPAWIF IWO S.. M aww
<br />, ,31'� j � - I I A m1k __�> . .. I *.:* -,�,�- --- �., - ITM "" I, OWNL rL =iw)", -
<br />,,, r I __ "Dow AWANAM me 4800 LX SI StATO - EWING WALL, ANCHORS $)'ALL BE LONG ENOUGH TO RUCH THE WAJN STRUCTURE SE14WD SIM ,,, N't
<br />) R!? - ; � - _s.____ .1, At
<br />_111, IWAI' I. , I I z �__ _�_ _� ... - . Tw.jIfFA1m - . 7 . �)M%`_�A, f11K 11 115
<br />20- a 1111w,:!ei� - - . I I-T 1� &ZONNE We IT= C.M. FL MI. ANCHORAGE SHALL RE AS MENTIONED 94 &1) AND IN 8,2)- 1 - J-1 -
<br />MY 202m ANOW-Umm I l4W_ T - _r ... IN, '1A0Aj,,7,;,';1 - a-Dam's - -
<br />ar."tam-'sBA, m- No � � I 7 "i's x "'
<br />"';,, $4 NAVY'Sof- f _0 rmmfmw cmpAmy FHONE, wmL rL ="Ot., _., 1 �71,j .i. 0 .0 n: If,
<br />"" "'M40""'-w- Ya _ IG- 4 807MM 1AMINTHOM W Of C(AW" N P10&I O"o,"Am-Y&W A- M-0180-470 20-176 ,,,' ,%W'.4 Z41MAMAVWE
<br />F RAI - . - ,. .:ffill � -I P-M P117
<br />"lloossimp";-t I 0I v*, 10 SUIT Aw, .mmA.Anov. - - toz I Two -.1.1 211 I'll 1z .:I -it.
<br />"AIN , t W .A - T &.1 omomt; "i L
<br />"Plawwom V. n. -.1
<br />smomokumf4clar H. � .m=- .".; 1, P,E� 3LAV, 'L I"All"'I I M
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<br />1�/ ,�., - * , � �--_ _,", -7 TMATION
<br />--- I , -"- tw .4 `IOLTS �_ ___� . l� ,�
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<br />- , , 11,� -_ 1. , 1 ,10. At a Ill, cc. _ _�� . Bew �,`, .
<br />I
<br />CONCRETE A14CHORS - JD CONCRETE � " , M. � I
<br />" - ' . _ �
<br />, EWING POURED CONCREIE � SHEETS 9 THROUGH 10) EXISTING POURF ,,-,,, 1, ,x " e W I - 11- AOEWACY OF VJSTIA4 WOOD -',' I � __ 1! �,
<br />(Sa SCHIEDUU: ONF, -, � OR CONCRETE BILOCK i '4 I- ___�" ". , I I I L r �_ I- __ %4=1111-In i � T � , U) -+--#
<br />"
<br />SHEETS 9 TNROUGH 10 OR CONCRETE BLOCK . REOIJAIED, , I � � �t " "I � � I y"W/ ILI M_ SEAM TO BE CERTIFIED --,,&-4.---d - 1 � _L
<br />" , � - , , BY >_ ! z �7
<br />� 3 1� I ,
<br />� REQUIRED. , ----L----- ,
<br />_� TOWTE UC �/ L , 'i . I � r , � � I- ; i 'itt -,
<br />- Il . �
<br />EWING M L CONCRETE ON.', , j f I � - I I L' �_ _ , W -----I PANEL LENGTH REG15MRED ENCANES IN , ` -6 " ` , - R , __@ " a)
<br />ATION S_ �; - - , r i 11� " I I (SEE SCHEDULE ARCHITECT PRIOR TO IURTER -, z �� -,- - I �
<br />...,,,100 ,; - � - �, ", t F f____� I I - ON -EET - -- I 1. I �
<br />,jUkr, (sm Sm REWIX� (SEE scmwjis� ON �11 , I -
<br />1 SHEETS 9 2 ', �Au � " SIT i ,-,� r�, � - ANCHORS AL.TER=XM
<br />wow L-- C21 WOW ANCHORS I OTIL i
<br />�
<br />� -1 � , � ___A_____N__ �, WALIATON, , , . I I � I' ML, - , 9*I't, +0 WASHER MAP CD a)
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<br />-0,T'v I � I AtL " I
<br />W` I �, �, �� � �� . .......... 'I WOOD HEADER '. - "'
<br />'AM -r-_ __ - _ - , , I ! 1/4.
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<br />� . ........ - - -I.-I'll CONCRETE ANCNORSL � 04 � L 1, 2, L�'� _. _,� f j -2-
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<br />----- - - - --i 0- ; -14 . , - x, 3�
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<br />SHEEM 9 TIOROOSH 1());;;;; ,/, . I I I � 1 i i I- -- I - ��) i REQUIVIED _I
<br />L , Wh I . � 1 � - L� ,r , � _L L ,_____�_ �
<br />. I NIAD MITI, i T I _� i ',V tQ 1 I : L , WALM
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<br />E.D. �, a It'- tLc. . i � ,C, M.. z I I I 11 � I ----- -- J-1 _! 8 - Oz -6--i
<br />s It i- 11 _4_-1.F I I I - t_ � " � - =1 to I i � ; � � : , � t IT wAvo a 1/. �
<br />I I F�� I , ,_ , i L . MAX. LONG ALUMINUM SPACERS 0 12 i/2* - wow ANCHORS I �
<br />I � � i ; � PANEL LENGTH - I I I I A :1 !
<br />� I I I I I i 2
<br />� I I (SCE SCHEDULE � T ! I � � I � �_ I i I (SIM SCHEDULE ON—- - 'r
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<br />Casm � I U.: Llj� I 004, CSEE TABLE 01 014 SPW 11�) I I ! SKEST I 1) Mi., �
<br />I i I L 1 v ; � �, �, 4 I SEE NOTE - BELOW FOR LIMITATIONS FOR i , i
<br />. "I � kfi.� It LAP, I I r I I : �'r L
<br />- . Q) � �� " I � 11i � I , i
<br />I I ..- � `t� I i - 01 I SEPAJIMITION v MAX. 11 ,,, i I 11r WNG mzm ISFPAFbzn,6" TO 1 - -Irl) � � L ! I
<br />I __(D I SEPARATION TO atfiss� v I", , 0, , " - I - I __L I
<br />ILI, 11" U,
<br />_1 , IT 11 � I IME4 _(j) ' 4J ! �-011 >
<br />� , ". I- 11 PANEL LENGTH I -1 GLASS,(SEE' � I "'L F
<br />I I I Waj� L SEE SCHEDULE Ama LENGTH I )ULF ",j �, I � � 1 � q� � ! �
<br />SCHEDULE t SEE SCHU : I � I SpHrothE I I If i
<br />, . I p ON SHEET 3) I-$ 1 ,
<br />I ,� I j TO GIASS. . I k1Z,tc," r_(ON SNECUT 3) ON SHEEf 33 ,�"i � , t ; � PMEI_ MAT. FEWLE ID OR PAWL MARC I . I
<br />11-111 __ � , I � ON I .1
<br />9' - - __ - ___ � .... AT AR i (SEE $KIM 1 1 ( ta�F 0
<br />1 ION TO GLASS I SPACID (SEE SCHEDULE I i
<br />I - _-, 'L, MAK, -4 (SEE SCHEDULE ON - Sum 3) , - =_E�. 'L� MAX
<br />_n I I, m 9 a - . . a � SCHEDULE ON SHEET 3) " t� 1 o-
<br />4 1 �;, f ON . :,, w ,M4, SEPARAT04 TO CLASS,
<br />I 1. ": f I - ER III, I. ON SHEET 3) � - ------- - :jt_- - ____L --- i PLUS (SEE SCHEDULE ON Sw_v 1)) 1, 7- ,- - �, A, - I r SEC - I -
<br />4 I- -f ---- - i I _. . t - -- ! - I! - , CORE PIR AIML ! j 'g, -
<br />It I - �_-"L*--Ai, - __ - 'r - 74,i� 1 � w m � I U. I -, !�� .,. W, : --1 ! I , � I, -Y'k- - I PANEL LEWITI
<br />PANEL LENCT14 __ I_ - -11 mr&r `�� I_ � ____ - _., -.-, -0 I wn. ! . IV U _____.___ -----. __ - -
<br />, I _4�; �; � __ il
<br />R'_" _-J`f� L ', ___�,__ _1 ' (SEE SCHEOUL I- .., PANEL %Mmm I 1, ,_ MOM our t-n I __ - f,-J ,, -1 , .,; U, - W� --I--- I . __- (SEE SCHEDULE 0-
<br />, I ON SHEET :S)E /2 -.,I I , ft --- Zi� I 11 'i - P77!717 ..... . --I PANEL LENGTH -k- I - - - ON SHEET 3)
<br />I I (SEE SIDNEDULE , I ",e) , - - -W600----� " i - - I r-n
<br />IEWI, I A_ - _11--.11. 11 =_1 1 12w-41--, - ___ __ � � -GSTINO S,G AmN I � 2 .4 - I ; (SEE SCHEDLU -
<br />� PLATE fEOUIRED _1_1_77
<br />1 avita I I , EOULE1_ 7 CL
<br />1, SEP ON 1 ON SHUT 3) EX -.4 ; ".- __,___ � �
<br />� 0 IW` I I I � � GLASS ;_(Sm SCH I *
<br />I � � _0 I -1� -,,A- - ___1 i 011 s4wr 3) 1 , -1 �
<br />I ! .11'" � 5�� 1 GLASS , ____'j A- A _L-] =Il
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<br />564 -I -1 I ; ! I � It I (n
<br />; - 1�1 1_.__._4,_._.. r �_ q * I i - _-,
<br />OF � I I � I_ I ; I AMENATNE 2W` I i -1- 1 - - , __N=11- I �L-1-- 1
<br />,1,3 � .
<br />11F;0tL I OF IV � __ -- ��- ��-�--i I I , . I <
<br />0 � _01 _ L I . I I I I .L.
<br />1 7 . ; I 5010 : !
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<br />9 MAX _IX/,; - I MAX. . �",,4 - I I 1 � - I SCALE 3/8-4, 0 OF T' I I 1 -4�v- OF -4-0
<br />- �� I �; SEE TAME #1 ON SHEET I I FOR MAX. PANEL LENGTHS At � .
<br />(�) - " 1- ,@ � I . Sm 1 SOX i I_ - I - -!�l/2' O.C. MAX . F_ I f
<br />! � I
<br />0 , I 0 12 1/2- 04. i 111- I-. I __.. __ ,I E 0 ; Of Ir ; I It OF "Ll 1 to U±z - 11 04-- _0 1 , I I - 0
<br />1 , - ,
<br />I EID - .� i 1 4 _:; ;-, - ." MO. A -SA OEMN LOADS FOR THIS tMALLAMON, I
<br />� ";r 1 - MAX 7- :" � i
<br />i � 41�1_;__l I - I' 'L . 1�1 v:, � , - , 11 � 4 0 12 1/2' D.C. � i f - --------- J-_ j
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<br />I � , I ! 10,1101, I �
<br />" 11 11�11 i___ �',� I , �"", �,
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<br />� , I CONCRETE ANCHORS __ � - 'i� � � I � � ,I ** mm. i i I 110-- - I
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<br />=m�-gw-'.`§� �V-�-` (SEE SCHEBOLE ON - - ; I �1 T , 1, L, -1 I "
<br />REDURIED �� �1 . "K, EDGE OF WALL OR SLAS SHEETS 9 THROUGH I SHEETS 9 THROUGH 10) I � :,U9 2 1 1 Low MAIL AjAmuv - - -- 1p - I ,� I ; I _li� _� __ - - " i ,
<br />- I I , I I--.- - % % I ;� 1�
<br />I- - i -1 . j � � ) r, 0
<br />- L .
<br />,,K,7��-;�, ` I (SEE SCHEDULE OW-' - "I' k - , I _-_----__-A--- STAGGERED W1 STUD 1 3PAPOR 1A "T K I i/21 L" W.- I - , - I
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<br />- SPACERS 0 =' Q,C_ VA , I � _J1 � L� '1� 1! ,11 I � '
<br />1� - T. Cotiam") - . ,AJO FOR 1, - I I - P (SEE SCHEDULE ON i i ; _ L_
<br />I
<br />, 1 5l _- I __ gr"'REO � ALL OEM AND PANEL ' , F -T-'- jj �11 2'.#' WOOD PLAT , , -,
<br />- � _r Er, 0LZCRET1 EXIVINIC POURED come" UDWTM$ PER SHEET 3: "" , I � I it) WISTMIAPOR 3 INIATED TO A ONC SIM WAXAM WIN W-It' I I . - i 1 q,
<br />I I L I _ L � sHm. I 1) _____ - V
<br />-
<br />*mam- "I I � � ijj� MAX wix floor 9�ts Alt= " ANY _____ _t_ - ft'OUIRED I',- � ., �, i -
<br />. � PLATE REWt �1 �. � " 1 " � I� __( I , � 1 'i Mw *11'r- --- - ------ - . - DECK REQUIRED 1� . . � , LE ON
<br />I � --/- ., 9EQUIRtm � I - �, 1 L i , � - I : euuw low I lit. I (SEE s __' : L , 0-
<br />"UNCItM ANCHOn t _ 'a =Rs
<br />L � I REWIRED, OR CONCRETE BLOCK 2'"* WOOD , , ,-, �!) - WOW ANCHORS - ;
<br />lSiEC SCHEOLLUE ON7j _- M SPACERS 0 ' � � �, I ��W/ , � ION� WAIMPON TO GLASS ,� "XII, WOOD, � CHEDULE ,�, ____�, .... 4- _, -1 I H stw I 1)
<br />, " � � - --- _ - I -
<br />, ��L j� i ON
<br />) � IR ,I; r/.� 1-001�" (11rIT"AUSUE #I ON L I I , . �
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<br />'1__E0.__1____ . I , - - -1 _ q I I vim I 1) , - - __ __ __11 CIO
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<br />" 1 I I , t 11, SIM ZWET 3 Alky K ROXXII0 I- 11 j, - PLAM MUM 'm I I I - �
<br />SN= It THRWGK 10 SHEETS 5 & I aj , , � . , i � �, 1, (Sa SCHEWLS Ott fl. 1 ot, =-..::0'2-.==x =AT IT Fwp .,S, OR I , i ! t, fl ,
<br />,
<br />- I _" "I TINS IS A ASSIMICIoll FROM J2 tir 04, SANOW 41beW � - i� -
<br />, � km AS THE FOUMM �M`a ij
<br />I L 7 � � i SHEET It) othm"m wYft N I ,
<br />I- 1� I i I � I �- 2. mi- - � _ - '_ I— 0 a)
<br />. . L
<br />-_ 1-1 � I I � , IL - ! (1) MWIAM AW DESIGN PRONK SHM 0)� I "' - -1
<br />AND FLOOR MOUNUNG BUILD -OUT MOUNTING I - - , ,� I
<br />L RATM 13 -ft -65 P�.!� I (o) " 2- MR PAP" UNION 15 UWM 70 06' AT ANY OPENING
<br />MILING WALL MQLMNG XaMERS 0) _m I ' '' 5, G � I - _ 0 U)
<br />5991KM-A � _ - �' I -I'J''I I (THIS 6 A INSTRIC"m FROM LIAM PAWL tomm NAMED ON
<br />3/6-1, SCALE 3/8- t- I I- (2) !" SR`W PAM ")--M Is I - - so"Dif S"w 11� --k-
<br />I I I ___ _1 IR i m �g�m 6NQ EUM WMIN9 LLLLLLL �� - " CIO
<br />WAG 1/1-1. M=Cwpmw rhm, WILL BE AS woraw 00 VE SW
<br />I ! WAL1,AMM I I %CALZ 3/3.1* -I, fn
<br />1-1) =1mTw%11w1WyL 1 . . . .,w,. I a 3 -As D-EFERM"E'vaAmr i "AMAJOL01000"t. "
<br />ALTUMAIM Ut 1 C-s"s SrAmooto mo tic =0 TV* MI") Of Tm "A" sc^x 3/6
<br />SCALE 3/0.1,L M) WM1M1ANWZ%0UnWA1D INALD" GDOL I I
<br />1 ZW40 L 2 1 /
<br />I ,�;,w:.�tq,�\
<br />19#11-011. I � �
<br />, 0 , "0141"00t,f), I . ( I s I#.- �1` " w
<br />Z_ . \k0EAf,qi.-.1�iAM.
<br />�I� PL Titt I 4,074,4111111's I , - :3
<br />o...... ;�N. ��.m - � � .......... /,* -
<br />. ,� - � . . �_",Nz - �F . . s
<br />"INC I N= ` AID. 441 * �
<br />,
<br />Km . \z __ 1 67 BUILDING CODE (Ron High velocft�v Hur cone Zone)
<br />to * , '. MIS, 2% *� . . FLORIDA m
<br />�� --,',,yww%. . I, *'* 1. irs" FLORIDA BUILDING CODE (Non #009h Velocity Hur cone Zone) N .
<br />- �. FLORRI BUILDING CODE (Non High Velocity HU conlit zone)[ ___ , , __ AL* "
<br />I . - 1. INSTALLATION ARE ONLY VALID FOR MAX. A_S,D i I _
<br />1, INSMIATOON ARE ONLY VA41D FCR MAX, fi,,&C� 5 _f____ - OR= ILI= m -I'.. am TOM INC, 1`41�
<br />'. 'I cow ulmwl vr_ 24 GAGE GALVANIZED SM STORM PANEL CA NQjE_EQj_QmmmjQN_.QE_SEr�m: 1 �" AID 4 f�p. TOP & BOTTOM WOUNTINGS CAN BE ON PRESSURE RATING (p,s�f) MD PANEL LENCTHS I * 9 24 GAGE GALVANIZED SIM STORM PAWL <
<br />9' iT' o 44167 4_ , 1 167 " SL 24 SACE OA i STATE of - A
<br />I W,
<br />9 Z I DESIGN PRESSURE RAI , - LVANIZED SM STORM PANEL DESI
<br /> L 11 111 - I D" ft INC (p.s I) AND PANEL LENGM #*� i - MASN m COMENMED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 �"121,11 'V,.
<br />I *1 '*1 I— - - I a '. , - . , 'P z
<br />I . * . * _*f I
<br />I Em COMBNMN or - . . = 07/n/Irm TOP & BOTTOM MOUNIINGS rkN BE AS PER SCHEDULES ON SHEET 3 [EXCEPT FOR - . - INSTAILLATION I FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />GLOBAL PROT - .��-- vi - - -
<br />-,.,O.. _ `Z�_ / 11MCOjimc. i�;- / 11LIECOINC. GLOBAL " e f, K-i-I / DATE,
<br />EDGE MSTANICE MTE CC, - ECTION COMBINED IN AW WAY TO SUIT AW ALTER14ATE 2W) PROTECTION PRODUCT., u.c. ',"
<br />F-IL - , PRODUCTS, Lm wx- 0MV.. MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEEWN; IILIEZ;3,...'� GLOBAL PROTECTION PRODUCTS, UC- "`_"_
<br />(SEE SCHEDULE ON C -P*. - "' , - NAL � 4 AM %*. lil StROR
<br />. - - 61 SrRm INSTALLATION. _AS, -1 . DENSrTY OF IL55 ON EQUAL- ITU"
<br />TOP & BOTTOM MOUKTINOS CAN BE �_ �Urr TDITINO A, � K - 61-011-V
<br />- -- ,__ .7,��77 OAML FL 3044 1 11wfL
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ', ,"�E, "'I- mW,-S! "-. A, "U"O.'"' ritamL twym-7sm m wyme-lI707 20-175 Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD 5RIO 01tv pwom, w4Nme-latit. w. 0164)(49-am 20-175 111i"111.01 -Ne !%kjl:!� sm-I&Ki. PAW (064im z
<br />INSTALLATION. , �ii'tn , � TO BE SOUTHERN PINE No 2, W1 SPEtInC $1 � wv - - a�� I � p,WK. CASH wAC F m" -em 20-i75
<br />- " 1 .6..w 1 AN, � - . I _--iiommiii� T Jklit- ORAMMI N. MEMBERS D"AlIAMI - <
<br />m I KIWAIM, " :i��.X= - omom IN,
<br />____ �m_ 10m " IN 1.14, 17 I I w 1�t. 400v-�--TW44�MTF - __ ist "m 5 or to . A -a., - kiL smm I . it _j
<br />IE�' I , __ C" 19 ,PC, � Ow.!El � Fir ;;Z;� �/WE � C4-wmio �
<br />-,--- IN"ot4z;�'.TE W4L I DENWY�Of` 0.55 OR EQUAL, M'. � � I I&J �±� -
<br />I n ________J__ P M I A I _j --- 4_1 b or "` I L_ - E!± __ ___11=&Mw171_ I i a -
<br />I . . I I .
<br />.
<br />SHEET NO.
<br />- � .mmm&.I.,i.,,..,. IS H 1 .3
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