|
- - 11 I 11 I II I LINITITIMM-11T�
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<br />IIIIIIIIIIIIIIIIIIIIIEV-.1111 __
<br />-
<br />- - ___
<br />- I
<br />____ __
<br />,
<br />- _
<br />MAXIMUM AS.O. -
<br />-Ewmmm ,-W, t
<br />__
<br />M Do strAwift
<br />TO GLASS
<br />I AMA.
<br />I ARM TO
<br />II -75-I G' CR -
<br />=
<br />2 9/w
<br />-
<br />I BOOM -
<br />[ 1;� IT 3%_;�W.__
<br />2'W & 3'W
<br />__ -
<br />.0.0. -75.3 ....4
<br />I
<br />� 7/8*
<br />1 GOLFED .
<br />_
<br />I -a.- -
<br />I ` - `N"". A' O'C"A" a - W PANU LENDT"
<br />- - IM PAWL
<br />MA �111`tgn& OF'
<br />T111. M119I =.m73TT-ffj7wT16=XJV iT*W*1iiI:W*1a11Js1I, 1w7T1,f11.iq)1w_1r7[0i1.[C�
<br />-
<br />. 1� :6
<br />- sj;1]1t1#Ixm10j,wIi,IZ W� I -M*Jfj��*i�43[13M�jg#.'41,e-lt.111411],',
<br />� IF-11"IF.111i 11IEjjAX4fII�j.!;j3jjW I It
<br />W;fFA3W-UM4JN
<br />I"
<br />A,S 0 VIGN
<br />MAXAMUM AAICNQAS SPACING FOR E, 0. � 3 1/2- "
<br />! APAJCABLC To -
<br />MR`C
<br />TAPOOMS � C49-W FANMAIAM IONIC 0 FAMSUMTE A,
<br />_.
<br />� -1
<br />MAXIWAM PANEL
<br />RAXNGE
<br />(P..J.)
<br />;�_=
<br />I
<br />,,,, '. I,
<br />to CONCRETE
<br />10 Co"'I"Co"70 CONCRETE
<br />To CORCRIO1
<br />BLOCK
<br />TO CONCRETE
<br />TO CONCRETE
<br />&,W$
<br />-
<br />-
<br />12,
<br />�,� i 12"
<br />N/A
<br />12,
<br />I N/A
<br />12,
<br />N/A
<br />L 1� & 2' CTOP)
<br />�
<br />IT'
<br />3 lo"
<br />r
<br />'.
<br />4-
<br />1.
<br />
<br />�
<br />-
<br />V (BOTTOM)
<br />M15S 20DO 1
<br />12,
<br />__
<br />3. 12,
<br />- -
<br />v
<br />a'
<br />6"
<br />-
<br />a,
<br />S.
<br />11 (BOTTOM)
<br />JRp_j_09q
<br />+S&C, -15,3
<br />NIA
<br />M/A Il/.
<br />- __
<br />:�N
<br />A
<br />_
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<br />A
<br />_j/
<br />__
<br />12 1/2'
<br />-
<br />-
<br />TI,
<br />-
<br />_-
<br />(BOTTOM,
<br />--!-
<br />70" OR LESS
<br />7.
<br />N/A 6 1/1-
<br />.�IA
<br />SJA
<br />1
<br />4 1/2'
<br />NIAL
<br />4 1/2'
<br />N/A
<br />j 3' (TOP)
<br />11.
<br />-
<br />N/A . 12,
<br />N/A
<br />. -
<br />I 9 1/2�
<br />I
<br />N/A
<br />9 1/2-
<br />N/A
<br />.
<br />1 3- (BOTTOM) �
<br />1
<br />12-
<br />N/A 1 12"
<br />I
<br />N/A
<br />1 12- 1
<br />NIA
<br />� - -
<br />_iZ�
<br />N/A
<br />1 4� (TOP)
<br />I
<br />�
<br />12'
<br />6" 1 12-
<br />9 1/2'
<br />1 12- I
<br />IT- I
<br />- L2'
<br />I I'
<br />1 4� (ISGTT�.7)
<br />I
<br />III UMTFED TO 06.0 mcf. A.S.D. DES" PRESSURE RATXC�
<br />A SEE SHEET 26 FOP ANCHORS TOPIC A, SPACM FOR INSTALLATIONS MID WOOD
<br />MAW BUSUDINIC.
<br />MINIMUM ANCHOR SPACNICS, AND IONRI EPOE MFIANCE AM 44DOMM ON THIS
<br />SCIeDULL MR ED. LCZ INAIN I I ARM40R SPACING
<br />10= 5WINIT"'E", Am"11-
<br />Ity WAPPLYMS, SPACING, SHOWN . OUAWAA; fAcrom FOR
<br />THIS OPERAI TO K POSASLF REDUCED SPAONO OBTAINED USOV FACTOR SHALL
<br />NOT BE LESS INAN WINMUM SPAOING INDICATED VOR EACH MOM INVE AT
<br />. Ampicias LOW0
<br />440" TIK
<br />- I/r.
<br />t/4-.
<br />TIV'k
<br />-
<br />I/ . 4 �#
<br />TApWN
<br />FNMGUWYE
<br />n e
<br />PANDMATE
<br />PLUS
<br />,,M_
<br />feA, AHMAX, SFACMI th)
<br />3
<br />3
<br />3
<br />* 112
<br />APHIPT.- CPAPdAA 01)
<br />1
<br />
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<br />___
<br />4- Mww
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<br />A
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<br />4
<br />. mm"10
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<br />-
<br />- .
<br />1. -f- - I
<br />11
<br />V-1-F-0
<br />+ RVOLARIES WIP, INSTANCE BETWEEN BOTTOM OF _11L A-,".
<br />AND 0 TO BE-. 1/2' M"Me,
<br />�
<br />++ RCOUIRICS MR. DISTANCE BETWEEN BOTTOM Of PANEL
<br />AND (1) TO W 3116- vl� -1.1-Ir
<br />ULAR. LIFE SAFEn
<br />& E-Z HANQ STORM
<br />PANEL SYSTEMS
<br />1
<br />(SCAU 1/2-11
<br />-I,----------- ---------
<br />- � � I 11 - ISAW (TOTAL WOTH)- - - -- ------- --- -----
<br />- ----- ----------
<br />___2.I87----
<br />1
<br />.
<br />; ____ - -
<br />- " ___ -
<br />- - , _-, , - -- -- ----
<br />_12-900' (EMCM WWH)- � -- - --- ---- -
<br />I I- - - ,
<br />z
<br />'qr j
<br />ffW.,4,;-
<br />750-- S
<br />I
<br />!
<br />I �
<br />�'_-__ - 5 1/,v CTYP.)-.--- - ___.
<br />",
<br />� �__
<br />.
<br />. .S74!-
<br />-
<br />� , To mw 0 6 q4,
<br />-, .1 25�- - � OR a 12 lIr O.C.
<br />1
<br />-
<br />- So -
<br />SDC., - 7 _3 �
<br />_� ,
<br />- I -ISO'-- -
<br />i �
<br />Izw - " � 1.250"
<br />� 1
<br />I �I.Sap. I
<br />- ,Do, . .
<br />'00' 1 .11111 ,,
<br />- - -
<br />� A '*' ,*%y HE RVARSEW
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<br />II I
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<br />I �
<br />I , -
<br />- , -- " , �_ - I—
<br />/ " ,
<br />(��, , I T� - � � ',�, . ,
<br />Q.024- Milk THICK - ''
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<br />- _'
<br />--A t
<br />r",-__ I"
<br />I
<br />:
<br />I � C DOE
<br />DALWINIZED STEEL
<br />ASY M AG53 TYR
<br />GRADE 80 100"m
<br />, . .
<br />-lit.-!, , �
<br />,.125*
<br />- - -
<br />�
<br />L� -A I .
<br />-
<br />:
<br />- - MAIL A
<br />.
<br />AM
<br />I . -1 ----
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<br />I
<br />I
<br />I
<br />I
<br />.... (D STORM PANEL - 1,3w, -
<br />WALL A�J_ 1-_'A - -,
<br />, 2GoJ
<br />i &
<br />I
<br />AA41I SHALL BE P15TALICID AINAYS
<br />- - - - 2,387' - -- -`
<br />FROM LEFT To RIGHT W1 1/2' LED
<br />(�)
<br />misAm (�) AMIX No ITUR
<br />I
<br />AT Mo AT LEFT SIDE OF PAMOL
<br />�� �
<br />'._1 * ,'� � I
<br />- M. TOP Com
<br />I ., w PANEL
<br />0,024' [MI,l.)
<br />I
<br />I
<br />__1 __ I
<br />AWUS CAP al `.� �
<br />W/ NEAMAM EWE 11" "' --,I -_ 1
<br />1_�, I ,11
<br />&OIDS"
<br />,xw � ILAII.
<br />4- � Ir ,,- PANEL
<br />i ��j �
<br />.
<br />GALVANIZED SITU
<br />I, ,
<br />I? X11
<br />4
<br />)
<br />-
<br />" - , _;5�1
<br />" RHar ,
<br />1___`�,�!�!,��i��i�,�__Z_
<br />/�_ �
<br />133-i 0,270--i
<br />" I
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<br />I
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<br />I
<br />f I- 'i _ t
<br />11
<br />-
<br />'�, .-
<br />- - 1200*
<br />t I- - _F:1
<br />,
<br />I
<br />I
<br />11
<br />. ..EP
<br />I
<br />0,345 IDIS 0.250.0
<br />I "' ;II
<br />- _____ 2-521* - - ___
<br />- ,2,2W* -
<br />� !
<br />I
<br />J
<br />�_,_`;_____1
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<br />I
<br />=METRIC YMW DETAI"
<br />.
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<br />- I
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<br />- I
<br />, - I
<br />,�
<br />,_
<br />1� , -_
<br />(Is) OR (YO
<br />\11�)
<br />11
<br />I
<br />.
<br />_201
<br />HOUNDED CORNER 0 ENDS OF PANEL'S
<br />I - tam �='
<br />'. � 14.1, �
<br />11;�
<br />I �
<br />I
<br />�___.370" -- - END LIP W1 HEMMED EDGE,
<br />I (ILLT5)
<br />L-4. �_Asw
<br />'37,5,1 `YP. sorrom
<br />-
<br />DUALU
<br />I
<br />1,750'
<br />072,
<br />ISE,.
<br />I
<br />�
<br />I L. I
<br />� .067'
<br />� (,Yp,) 75V
<br />-G-i
<br />(�) KEY HOLE MUER
<br />3105-Hi5il ALUM ALLOY
<br />i if. EOPE OF PAND.
<br />, -1-
<br />(,i
<br />_) a
<br />_7w
<br />� -
<br />;
<br />!
<br />I
<br />, I
<br />--- I
<br />I
<br />z 124' - 1 '750� -
<br />T
<br />I, I . SEE SIM 6 FOR AODEIKINA,
<br />.81 '. i
<br />OWMAIKINS, IF SLIEVE CDNFT� IS I I,,
<br />I
<br />1.2wll
<br />I - -
<br />: _��75 . SLEEYE 2 1 /B F ---
<br />� 091' i (i)
<br />i -
<br />I . MAX, LOGTH
<br />- _12b,
<br />� , (1,.)
<br />-
<br />I—
<br />i
<br />t I --- ONLY VALE FOR INSMUNDOTAS INTO
<br />WOOD STRUCTUKS�
<br />A. 1� -
<br />u
<br />141 1 - -,-- ------ � --.-. __j
<br />-, '-wr .
<br />- - 2,w- --
<br />I
<br />L-1-0007 ___ 2.000'
<br />- : Ivi' 2.01W
<br />I-rllg" � Cryp.)
<br />1 �
<br />I
<br />I I
<br />Lal
<br />�
<br />3.750-
<br />I
<br />(�) R N' HEADER
<br />�- I 00 I
<br />0-
<br />I . -4
<br />� 50,
<br />-_
<br />0�
<br />,
<br />I
<br />-- ------- - 1-1, '105�14...
<br />"
<br />I_
<br />� I
<br />I
<br />(& SLEEVE 11' MAX,
<br />- I
<br />I -- 2,000'-,--
<br />I I
<br />LEt4GTki -
<br />@ ANGLE
<br />(B Atz-BA'm
<br />.�4'
<br />- --- ___3"QO* - _3i_4'7__ 6061-76 AiLbov
<br />"44111HPA"f`
<br />016-_1 �:.T!4/;\
<br />0 114" WIDE)
<br />�
<br />, I
<br />t A r-_,_r- _�____wl
<br />, -
<br />I ill 1.
<br />1, I I . _L___ - �
<br />:
<br />41 , L�
<br />I I _200, .
<br />I � - - - I . � ,- I/ �', (USE ONLY PON f-Z HMO STORM PANEL
<br />- I rIN' __ _____,j . 1082-_ -Oi�ms -...T
<br />- 11. �!� ^ , e % SYSTEM) 6M-16 ALUM, ALLOY
<br />1 .4��D
<br />� I . � __ ____ I I '. �_
<br />i I � � -- '� e No. 44167 *, s FLORIDA SUILDIN ?!Lft High Velocity Hur one Zone)
<br />"a' -_ - . ", "' - NO CODE L _
<br />� -- 4 -, � �, I. - , I ". � . 1,104. * 0 25 z * -
<br />- 42wo nmm Am� 24 GAGE GALVANIZED STEEL STORM PANEIL F�p
<br />.N 1-125��_
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<br />�� --�-. STATE OF ':
<br />1250* i�� . %. .. 'A
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<br />MIN I- � 01,1 :
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<br />9�.!,_\
<br />- Dkialf! W
<br />, = W/27/wfm
<br />PROTECTION PRODUICM . ,Mm
<br />-
<br />204'
<br />4" 14
<br />_Tr
<br />�_KST-c__l - --C1101,
<br />4=*n!1Sff
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<br />(ZAMAC 3 ALLOY)
<br />P.C. SEALtS*`MTUimjum
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<br />'AMILTER A TILUT
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<br />'
<br />INS-TALLATIQN DEJAILS EQ8 SERIES 2!20 & 100Q E-Z HANG
<br />, -SIORM EANEL
<br />INJO EXISIING WOOQ STRVaURES
<br />r;�� � I
<br />LAC SCftV$ 8 I* 0
<br />, 1 ;/4 �, If/
<br />�
<br />__ - � - I ,�.
<br />1 41__,__ , , -, 2. P", THAI PENETRATION I W 11 - I- (3
<br />� 1, , �i 1/4 L`4 %ROW%` 0 e Ox, W/ , 11- " - - M CNISCHI; WOOD HEACER, I � " I .= 21W WOOD
<br />� I i � 11, � 7 w-um
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<br />- SEPARAIRIN - 10 OLISS, " a
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<br />! 2-91, & ASTIA C 3M-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #112301-10 AS PER
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<br />JAS_
<br />I
<br />FLORIDA UILDING Cm WALL. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN SRUCTURE BEHIND SVEN f`ANELS-
<br />I
<br />AN4,IORACE SHALL K AS MENTIONED IN C 1), C� 2) & C.4)
<br />Z, A-U A4UMINUM EXTRUSIONS, 10 BE GO63-16 ALLOT AND TEMPER (UNUSS OTHERAISC NORED) SEE SHEET ' Z tv) ANCHORS VML BE IN5TALIM F,1LOVANKI ALL OF THE RECOMMENDOMONS AND $PECIFICATION5 LW THF ANCH08*5 MANUFACTURER
<br />1
<br />2)_ AU ALUMINUM SHEIF1 METAL USED AT MOSURES SHALL HAVE 3tO5-141A ALLOY 8
<br />PANELS VAY ALSO BE INSTALLED HOWONTALLY FOUIDWING INSTALLATION DETAILS SHOWN ON SECTION f THRMIGN 6 (SHEETS 4
<br />I
<br />4, ALL STEEL SHEET METAL PANELS SHAIA kANt STRUCTURAL OVAUTY Ma. ASIM A-Z53 GRADE 50 MINIMUM, G-00 GALVANIZED 3191AIGH 5) EXII THAT mCkOFRS(3 &O SHALL NOT Bt USED.
<br />STEEL DESIGNATION WIFY� 921 IPI (ASTUR ROLLED). 9 I r SHALL Rr THE RESPONSIBILITY OF THE CONTRACTOR To vEmFy THE SOUNDNESS or THE STRUCTURE WHERE SHUrTER 'is TO BE
<br />�
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<br />5 UFTE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONIC K OR WOW MAW
<br />ALL SCREWS 10 HE STAINLESS STEa 304 OR 31t A45I SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DAN ATTACHED TO INS, REM BLOC
<br />BUILDINGS ,
<br />SW;g WISO " YWLP SURENGTH AND 90 AS, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING 0LE SECTION
<br />241 .13A EACH YN, AN At, RNAD S I W
<br />jU ' CULAP STORM PANE, IWTTI LENGTHS OVER 90'. AS PER 5tCTIONS 1, 2, 4� 5, 6 0 TO W W, 3 ,k 4W ON
<br />SNEOS 4, 5, 6 & 7 RESPECDVC�Y; SHALL HAVE A LECIBLE AND READILY V648LE MARKING INSTRUCTING OWNER OR TENANT TO
<br />b DOLTS To BE ASTM A-407 GALVANIZED STEEL OR A0 3CA SERIES SZAINLM 15TEC1, WITH 36 �..I, MINAI YIELD HIRENOTH SECURE PANELS WTm APPLICABLE REINFORCEMENT DURING PERIODS OF 14URRICANE WARNING
<br />7 ANCHORS TO W41 SHAU BE AS FOLLOWS lf� THE INSTALLATION CONTRACTOR IS to SEAL/CAULA, ALL SHUMIER COMPONENT iI WHICH REMAI, IN '�ONJITNUOUS COWACT WITH
<br />THE BUGOITIC TO PREVENT WIND/RAIN NTRUSIONV
<br />(4) To-a-0hil-RDURULS.2timall
<br />- 1/4"p TAPCON ANCHORS AS MANUFACtuRED BY I.T.W. OviLDEX. INC jWn f';"92 pt., ) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INIS MkWING PLUS ANY LUIUDING AND ZONM FECULUICNIS
<br />- 1/4* 6 x 7/0' CALK -IN ANCHORS, AS MANUFACIVROP By MWW INC PROVIDED BY 7141- ,A)RISDICTION WHERE PERMIT jS APPUIED TO,
<br />- 1/4'4 , 3/4' SCUO-SE7 ANCHORS, AS DISTRIBUTED BY Au PONT SCFFFW� BOLT A SPECIALTV CO
<br />im;,, r`%OQ PA,0 %I (d) PITS PRODUCT CVAUJA'nQti 091-UMEW IP.E.O.) PREPARED ST THIS ENGINEM L, SENURIC AND DOU NOT PWM5K INMRMATKIV
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<br />- $14,-10 PANELMAGC FEMALE ID & PANEL"TE PLUS ANCHORS, AS WANUtACWRM By ELCO CONStRUCTiON PRODUM. FOR A SITE SPECIFIC FACUECT, ,,t. WHERE THE SITE CONDITIONS, DEM41t MM THE P10
<br />- 1/4-4, ZAIAAC LAI ANCIIERS, AS MANUFACTURED BY DEWALT, �NC (h) CONMACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION RAMILUNG LIFE SAFM Of THIS PRODUCT
<br />A 1) UNMUM EMBEDMENT OF IAPCGN ANCHORS INTO POURED CONCRETE SHALL BE I ,/A'. 2' FOR ELCO PANUMATE AND BASED ON THIS PET) PROVIDED HIE/SHE DOES N01 DEV,ATE FROM IKE CONDITIONS DETAILM ON TIRS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE fS THE CON7RACTOR'S RESPONSIBILITY I
<br />1 3/4" FUR ZAMAC NNUN ANCHORS.
<br />(c) THIS PRODUCT EVALLIATION DOCUMENT WILL BE CONSIDERED INVALID if MODWIED
<br />I
<br />A. 2) CAII & SOUD-SET ANCHORS SHAU BE, EMBEDDED 7/8' INIO THE POURM CONCRETE NO EMBEDMENT INTO
<br />I
<br />STUCCO SNII BE PERNAMIEV. ;/4' 0-20 SCREWS USED SHALL BE t 1/2' iONG MINIMUM SHOULD STUCCO EXIST, (d) !PTE SPEOFir PROAECTS SHALL Of PREPARED BY A FLORIDA REGISTERED ENONNEFYI OR ARCHrECT WHICH WILL 915CONC THE
<br />AND 19 MINIMUM FOR WALLS WITH NO STIUCCO. AND MAY BE HC41ED SCREWS OR ALL THACADCO SCREWS W/O HEAD, ERMINCER OF RECORD (E-O,R�) FOR THE PROJECT AND WHO WU_L BE RE$PONSW�� FOR THE I
<br />BUT WITT4 WWI Aim PROPER USE OF THE FIE D ENGINEER OF RECORII A0 INC. AS A DELEGATED ENGINEER TO THE I
<br />P.EO ENGINEER SHAII SUBMIT 70 "HIS LkII THE SITE SPECIFIC PRAW44GS FOR REVIEW I
<br />A.3) IN CASE THAT PR��CAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUDDO OR WOOD BOARDS BE FOUND ON THE
<br />Exj"NG WALL OR FLOOR, ANCHORS SHALL BE LONG EWWO14 TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS (iel THIS PEO. SHALL BEAR THE GATT AND ORIGINAL SEAL AND SIGNATURE- OF THE PROFE!5SIONiki.
<br />ANCHORAGE SHAL, OF AS MENTIONED IN A.I) AND IN A2). ENGINEER OF RECORD THAT PREPARED IT
<br />(0) ',Q-Fx=Nr.-��---w2QLC4,L-AS'-V-S--DD: It SHUTTER MANUFACTIUREWS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />I
<br />PANEL SHLTTFA IN ACC DANCE WITH SECTON 1709,91 OF FLORIDA BUILDING COOE� ONE LABEL
<br />- 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY � I W RVIII0, INC, SHALL BE PLACED FOR OR
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<br />- 1 �4. 0 . TJS` CALIL-IN ANCHORS, AS 1,UNUFACTURED BY OEWALT. INC FILDRICA HOLDING CODE
<br />- I/4-0 A 3/4- SCM-SET ANCHORS. AS OISTRIBILInD BY ALI, POINT SCACA, BOLT & SPECIALTY GO
<br />- 014-1 G RANUNIXIC FEMALE In AND PANtLMATE PLUS ANCI�OAS, AS MANMrACAJREC, BY ELCO CONSTRUCTION P 11m,",
<br />R.W_vo.
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<br />- 1/4' 0 ZAMAE NAfLJN ANCHORS AS MANUFACTURED BY ODWALl. QIC ,� ,
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<br />5.1) MINIMUM FMKDMENT OF TAPCQN ANCHORS, ELCO PANEUVATES ANO 7AMAC NAILIN ANCHOR. ("TO THE 4" ,, Nc EN ...., 'con$
<br />. , Zone)
<br />BLOCK UNIT SHALL HE 1 1/4' __ .. _ - FLORIDA BUILDING CODE (Non High VolotIty Hur
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<br />9�2) CA1.11-IN & SOOD-W ANCHORS SHALL HE EMBEDDED 7/0' INTO THE CONCRETE 13LOCK U10, NO A&*04 67 '.. 7 .2010 RLIES0. At 24 GAGE GALVAN9ED STEEL STORM PANEL fil
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<br />____1:,_ ____ -±n _�
<br />STUCCO SHALL BE PM,irtfO' 1/4' 4�20 SCREM USED SHALL BE I !/2' LONG MINIMUM SNOULD 1T to EXIST, * < 4el"i �=_ - " / 11 %
<br />AND I' MINISIUM MR WALLS WITH NO STUC,CO. z .0. STATE . 47 N PRODUCTS, 11C. "'
<br />f it -00 %, GLOMIL NOTM110
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<br />8 3) 114 CASE THAT PRECAST STONE, f,* PRECAS!, CONCRETE PANELS. STUCCO OF, WOOD BOARDS ISE too. . , A* Am ,iL. f, �
<br />E . 11 081. .* -76--� Mv--., - -1 - � . PA__ IL �(,),I
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<br />-XI"NO WALL. ANCHORS SHALL BE LON4 ENOUGH to REACH THE MAIN STRUCIURE BEHIND "� PAMN I - oAA=. "NON'
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<br />ANCHORAGE SHALL BE AS MENTIONED IN &O ANO W 8.2) . /A;",.,; -
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<br />I CXGT,N9 POURED CONCRETC EXISITING POURED QDNCRIEYKL� ' � � I . "I 'riE , , , 4 � I
<br />(sa SCHEDULE 04 - -1 _ SHEETS 9 THROUGH ID) - I I �� ,, � _____,I,_ BEAM REQUIRED, STRUCTU 1, � �!,
<br />SHM75 9 THROUGH Int, BLOCK - il I'll a�� i � � ,_ ,� ,�--���- _-, %.=-A, ADEQUACY 0 EXISTING WOOD ,� :� �1.1. � �!� I cn
<br />OR CONCRETE BLOCK OR OoNcRm It , I �11 1 -6--i
<br />� ,
<br />�_ I I . BEAM To BEFr � ;
<br />REOUIRED. : REQUIRED. I q I ; ,� I 'CHTFIED By , _�
<br />� , .. . i, .L IL; , ` i I I k �i - I., - 'L" M., _40 - so --- . _1 z 1
<br />1 I- - -_ I !,� , ' I �,__ 1 1
<br />�1_111 ,�A .� - - . UI ", % ? I . i � -4- I - 1� ')
<br />* LO=TE LEG 0 - - I .J. -I'- , -__._, . . REGISTERED ENGINEER OR " I '. - / -
<br />, __
<br />� 1 --- -E.D. t (G�,;� ,`�W'." WOQDX�_ , ,-42) WOOD ANCHORS , � I L m1ral � ;a ;C��,__ -, L .1 ,1 I I - 1, �� . i " " (D
<br />:gy , I - � - - ., f�! I I I (SEE ScHcOuLE _
<br />% , -_ - I - ,
<br />'M I . . �. _-) REOUI I .. I �: . - - �� I
<br />SHEETS 9 THI 10)�� z � i r (SEE SCHEDULE ON - -; , , i�! � _=__ - - . - -I--- 0 SHEET I 1. FOR � - � ' _WOOD ANCHORS ALTERNATE W=W ANC)Aq�FR§_ !.� I - I- ANIL -
<br />1Z ETEP011"MIREG . I - - - - , 11 - - (2, , -1 ; a - _11"1-__ _ , I . I � V,=, rwo.rcl I W W
<br />- AP, 4'." No vtNeaA quo I r, I I 1 1/0 SHEET I 1) , � I , I UM SPACER 0 - v, - SCHEDULE ON (SEC SCHEDULE ON �, �jl q - .
<br />. I _ -,_ -__ 1 - . I I � I � -to-�-F_O � I , I -�I* is wti, w/ MIT
<br />-
<br />I'll., .11. � ... L � 1 .�� �� ,IT - 1 2* , ", , ,c im" , 0". � - ! OF It* I SHEET I 1) SHEET I 1) ,Ill A,". =__ � ,_v t__ ,",
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<br />i ss. wst *� .0 � "_ , � _� I iI , , I � I . I �V i I,I,2� � , � �,
<br />CONCRETE ANCHORS '-ft -"�1/1; I 1, I I Al. - I I _ 111 rl- � MAX� I - ,
<br />1AN � - I �' /4 1 J �� �,, , , 71 - , I � , /21 a& -
<br />0/4, , _0 �
<br />__ _1'1 ,, _, I _=
<br />TAq - - ,�-, I . , I I -, I I "I . ,,r , � I
<br />I 'I L"", M!?� 'L" L I N I e �, )� I WOOD HMER , 4 - t .1 , 21 1 M � I I - ,/1.
<br />9 (SEE SCHCova ON I ". I 11 i I . , I � PPQURED ,/ , " "I, ,� � ED : ---I - L----'-------- -4-0
<br />1 , N&I, I 1� s I - I
<br />I. I I �1. % �.' L - WOOD HEADER
<br />,_ � 00 -T_ -lio" - -,- - __ --I I I 1, t i - I � I � I - �- - -- - - -- - - _T-`W"L -, - --- - , 4 I,.'--,- U)
<br />o SHEETS 0 THROUGH 10) A _` . ,r, . � ,�, I __" , - 1 ()7 1 REWIRED , �, - - _L I I
<br />q�_ 1 I , i r I I -:1 I ED � ? _ I
<br />I .... - : �, � �
<br />i t - - -- �- , - ,I 1 I - ;
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<br />I � "' - , , ;4 LF I 1I_ I . ; z � L p , L
<br />,__�_?_,., IL PANEL ENGTH I ir�l i I 1. - - ---A- --- - i = WOOD ANCHORS I
<br />��` -1
<br />.
<br />I ' � I ; I I � ; 'L � -@I' MU. LORD ALUMINUM SPACERS 0 12 1/1', -.1 I L i - I t
<br />I I L 1 1 �, � 1 I 11 (SEE SCHEDULE N_ - , M`J�, 'L 0 7
<br />�,_� . I - I I I � - (SEE TABLE #1 � ' L "� I cu
<br />A I 4_ � , - Lmij 11 I : r . , I . I I sHm I 1) ; �
<br />I ED i , , (SEE SCHEDULE I O,` ON SHEET 1 1.) � :
<br />=9 I - C, ,I ,� L ----------- I- iI r r(l) ; �
<br />i . "T I MAL I FDN SHE:�� I I , �,, �� I SEC NOTE -' BELOW FOR. LIMITATIONS FOR MIR. I
<br />1_... 1, �r I ".. Y I � I �fl , ! ! / i - -1-1 (37Y 1 1
<br />1 1 SrPARATION f I SEPAPATION I *vl MAX, 0 Aw. 1, 3 1 1 1 1 I/V CONE: SLICurs. EPARATION TO ;
<br />i tv. : . � , I I I �
<br />� � , � , , TO PAASS� I � 4 I� � � I : f- >
<br />I , I i I - cl ) - SCHIE I PANEL LENGTH I I I �; � L cl ) 11 J) I
<br />- . " I 1 GLASS,(Sff .
<br />f L L A, a -1 (SCE " I It ut , I � - ; � I I 0
<br />, TO GLASS, . PANEL LENGTH
<br />IL � - , _ __A_ L., � , �,Y- � I i I �M�,,' ON SHEETS I - - �
<br />A SEE SONEQUI
<br />-
<br />.7 r1f : SEPAR DON TO GLASS _ I t^'# Wl- SCHEDULE ,X A F I LE (SEE SCHEID F I � � 1, i __PANEL MATE FEMALE IO OR PANEL MATE SC14EDULE i 1/1'".." 9 :
<br />id, L M. -.1 ' ff� Cg� W,0 I 9 & tog (SEE SCHEOUI ON SHEET S) . I I ON SHEET 3) I I CLASS.
<br />- I ,L* m.0 (SEC SCHEDULE ON t ON SHEET 3) I � I SPACER , t__ -- ,,.-- - � L rL PLUS (SEE SCHEDULE ON SHEET I 1) I ViAnwo : I ,^�_,-
<br /> 'L "
<br />I V EA PIEFAMP , I � � I � -L' NIAX(
<br />0 I—' I - 4wm; V. fi� (IN SHEET 11) I I �,�,� ON StItu 3) - - -
<br />%" r( . .
<br />I � ,2:: I L A i i . �2k , L- -Z ,� " , r 4H SCHEDULE ON s4ur 3) -
<br />I -_ -_ - v - I I ; I 4 �i%�."�*,@ PAREI UENI'm
<br />I , L-'- - , - f , UK,_ ,Aut r-n I I.. .1 j I _ __ - "I "" A ... 1L, MAX, I ------__ -,-- h � , PANEL.
<br />I � - , L_ i (SEE SCHEDULE ') " -61 PANEL LENGTH t - - ," I 1_ - PAW I ,k_ -- - - I *0 I -1
<br />a PANEL LENGTH i ------ SHUT 3)--A w-Niiii ,_ ... ,__ 'A u - -----, � , , _ . , ! - j
<br />I "' , I - I mi,, .. �j , I �j� um. atiff, T-n � , ,- (SEE SCHEDULE
<br />� (SEE SCHEDULE r'Lt-1 , . __ ., _=%=_I,1 If SEPARATION 2'W WOOD _' i I PANEL LENGTH 1-1
<br />__ � -1 oil SHEET 3) , - : PLATE REQUIRED III . URAPT. OAK T-el IN S"EJET -A)
<br />. -
<br />! - W. � I I � ON SHEET 33 I I , I I - - - I � (SEE SCHEDULE - I � � I - -_ ____ - - - --- - L_ v - 11 III -1 FUR , CL
<br />I I L I EXISTING 1 EXISROIG __1 To GLASS, I
<br />I SEPARATION �, GLASS I (SEE SCHED LE
<br />. � T� - _� ON SHEET 3) ��
<br />I L I . .... - I I * I[ � I :
<br />: � - � I ALTERNATRE.2W! - I-— ___ - - -I <
<br />� 1 ,' 1 - &#,� �6,-c --
<br />-1 To GLASS, . i i " -it ; Z_s �1_1 MASS ... I I I (i) 11 wl� C/3 6-
<br />- �
<br />1011 , M11" 1_____ N-1--1 � I "No"o"? ,� I 1� ,I � t ON SHEET Z) � : .. I __ "
<br />I(SEE SCRED UE 5D% 1-1----..�-,,-�.���l�44�),Y��-.--, V_ _� I z I �1�1� I I I ,DIREGI MOUNT W 1�1'-
<br />0 ON SHEET U I I F !___ ___ -, - _1 , -1
<br />I MAX. - c I - - 1-1 - - - - _�= - �j -C,) Of, , �
<br />4 n�4 3) OT'Ll '(D Or *L` 777M i 1 I �-__ -_VF� " L I _4 �_
<br />: I 5�, SCALE 3/8,,,11 1 !
<br />'�," , MAX. I - __1c _A) ;
<br />� " ... M : � I t T I , 1 5" 1
<br />'1� - 'I"- �
<br />I I "' I ,-,,-�-� '�6 I -01 , t L - : 0 12 1/2- 0,C. SEE TABLE #1 ON SHEET I I FOR MAX, PANEL LENGTHS lk I I OF *L1 �
<br />I __ - � , A I 1 115`.,_105'1 wx i -1....,
<br />@ I F 0 , _ � _ -SPACER - I ! BOX I I I i
<br />i
<br />,I .-I _.. ____ . - k LL --- - - � ED , i OF 'Ll I ,�,, MAX. ALSO DESIGN LOADS FOR THIS INSTALLATION. ' 1. L - - t�' MAX � !17 10
<br />i 0 12 Ijr Etc, , -_ - -.�,;,�' LENGTH I I I I OF ', ' CO 1, I ' 04-- ,
<br />"I.." , ". - AMYL I 0
<br />- _�:, I I . i . - - _L_A- L ,- L A- - - - 'I
<br />a i I _ - I . , -_ ` Y a i2 112- mc.
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<br />RM±__iL -.---, " "" f ". T �, r L " X �Ev ROLM I, _14 - ::: ::: : i & 12 1/2' OC_ e =:;
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<br />�� CONCRIECE ANCHORS CONCRETE ANCHORS � I :,� !I I �/ t - _w HEM, W.'s
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<br />. I � _ ;we 6 Ile 0. " - � I! �'�� j , _______________1 ALL i : I I - __ - - - -1 , _ , ! r, :,� .__�_ -I I! � A C
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<br />,
<br />� � SHEET 11) I -- I -, - _____ - 'r,
<br />dR CONCRETE BLOCK - LENGTHS PER SHEET 1 � I i � (1) 06MULAIM IS I�Atow srm mtu*m wm 157-o. 1 WOW PLATE ,
<br />� 'L I __ = - DECK REQUIRED __ __ _�t_ - WZ ANCHORS
<br />11 - 4 , 'GERED / . _ -_ _; PCOUIRED � 11 . � �
<br />SPACERS 0 6 O�C VALID FOR t L. - � ' ST"' -xs- WOOD I
<br />.1,�z - 1 4)2 $/8' LORD MAX..ALUMINUM
<br />EXISTING POURP . �_ " ""=.J`.`- 'g, ','�,Ii, . L7 -_ ! � , _ * * um. I -
<br />CONCRETE �', -, __ OF WALL OR SOLD S-Em 9 1 4 SHEETS 0 ;HROLACH iOI , , - 4- 1 EF. STU I A
<br />REWIRED I LOX ' ' _ I . ' (SEE SCHEDULE ON i L
<br />REQUIRED MAA LONG ALUMINUM SPACERS 9 2'W WOOD _ � L � �, . , ANY ' , I ._: ,
<br />EEJ. __ PLAIT REWIRED I � , " i � atuft REAFff woopAim ON SHICE!"N'M) ' . ,3/4' � __ SCM LE ON
<br />--- - *5 11; 1/9" 04. (SEE TABLE #1 ON _ _ � , . " - '�AG , cz 0-
<br />- 1-? - Al �L '!"' 11 WWAR SA V10 BE I 11r SIM IF, 0
<br />1� M A .
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<br />. 11 .'�f'� u CONCRETE ALL DESIGN AND PiWEL , � , ;� _ , I -
<br />� EXISTING POURED CONCRETE i 2'.-' L_
<br />_ - txmllKu �UPL I " - �z ' f
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<br />I C=110.119s _ f I R � ", REOUIRED. i -04 '*am, i � , , y I. .___ � , L T
<br />OR CONCRETE MOCK _1 �, � i , �� MAX J&AN Aw ACS110:11100 �,
<br />� / I WOW ANCHORS �
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<br />L " RE SIANAM"m TO vtAss W"= I , r � "A � SHEET I 1) , __111______ __ ____ _11 I � ,
<br />, r, -D Ho ;1""DET 3 MAY BE REDUCE17 'a vi. As I L � ' rLZ 200"Um -1. ____
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<br />'I � ", 11 ICIZ It,' 57U i � � : �,
<br />SHEETS 9 THROUGH 10) I � , D I � 1;
<br />� �
<br />SMCEcs 9 & I m) , , � COMITROXA, � , I DO =%, :,-, ===" .1p- A:,T%TpCoI0, SIX f �
<br />� , , L � "� ,w , -
<br />I (SEC SCHEDULE ON I AS THE NUDANX COROMI AM � ' i -
<br />� : r � ,sf SHEET Ill Polaim WIN, � I (TIM 6 A WORICTION FFKAA 12 t/2w 04, WACM AUMM off 1 ,
<br />I �, 1 -- 2* M]---
<br />I � I � . r I SHEET 6) L j � --- I- ; , 0 a)
<br />� I I i :J_ __ I I � _:."
<br />M1.182 A MOUNTING BUILD-ffl N!.UNTING L � L I �� j (1) MAXIMLIM AM DES" PFOMM I
<br />5 WALL MQUUNG /QIBLJM WaPACERS 0) QR , � 4 447180 6 ,H% -45 -v- i � (3) WAL 24 WU FAVID. LENGTH 5 LMYTM 10 114' AT ANY OPENING 1
<br />Mwa SECTION 5 11 I _: i �__-L J - t ; (THIS 6 A RESIRICTION FROM LARGER PANEL LOW" AUDINED 04 1 cn
<br />I ; DO Mm" SMRM PANEL Lumm M I UkTING I WAMI SHEET 11),
<br />SCALE a/8- I' SCALE 3/8.1* SCALC 3/8-1- 7z. WALL M I DIREU MQUNI I U11 ING A E= MQUONG BUILD -OUT MOUNIING " cu
<br />(") 7. %L 11 � � 1 (.21 t/r tM SPACER COMPONENT JINA SHALL BE AS #4=IM ON AL=,NAUn 3W
<br />WALL MONTA o AN vlar,AILI SCALE Vo- I - t "YET I OWA"I" or v 9 LEAR gym 111A " owif I I
<br />l ALIERMWE IN I 11AUI1 WAR 1041 1, 1 141 i SCALC 3/9.i* "00ALINIF4, "`Lq§1R" " m
<br />C-11HIMICONow AND Tic "20 OAT =16.1r.". � - "'
<br />005TALLA3104 VAU MY " WHO VC, I
<br />I SCALE 3YS-l' 14) 0 1 91A.&M , `?"41
<br />zom 1. 2 � a PER Am r e�p�� �: - �,�,;, %
<br />01,0101111 issal-m I 0,10416#11", I i ,I , _ �,
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<br />, . 141 L�kj �______.__j I It � * A
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<br />10 ' ... I..' I 11U . '. -, " =
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<br />-1 lit" \�r hKm, .!*;;i;,. I
<br />, ,ENS,t'-% "'VNe, = : NO. 4416 . 2 2E
<br />. ,It, %, - I DA BUILDING CODE (Non High Velocity HUT c .
<br />. e .
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<br />. .
<br />-1 . . FLORIDA BUILDING CODE (Mon High Velocity Hu Gone Zone) -1 FLORI one Zono NQ1Ls_QR_QQ"N0QN_w__vx11m: FLOM A BUILDtNo CODE (man High velotity Hur cane zona)�
<br />F - - B ;
<br />- I w__ ___ I . INSTALLATION ARE ONLY VALID FOR. MAX, A,S.D, � I- --- _____ -
<br />t - f ` ' S *=10 11.1m. mc� ". 1 � INSTALLATION ARE ONLY VA1.10 FOR W, ALSO, / : 1). ofm Itom W_ 24 TOP & 80170M MOUNTINGS DESIGN PRESSURE RATING (P�s,f) S '. .. E -m r4nm W. 24 GAGE GALVANIZED STEEL STORM PAWL 111'. <
<br />* -*1 , .,* E . "I,* . - I
<br />, Im 24 CADE GALVANMED STECL STORM PANEL 0.44167 " a S I%TF OF .�
<br />= , ic� 44167 -. N2m_fpB_QQM%mumLAx_3E9Tm� CAN BE
<br />__ - 11 - -1-111 � I I I s CAM04 10, DESIGN PRESSURE RATINO (P.ILI) AND PANEL LENG ,THS 3*: I z GAGE GALVANIZED STEEL STORM PANEL am" .� _ AND PANEL LENGTHS . - . I- z SRON
<br />NMLFM- i. - * . � - , -, __ BE = I * - - COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 Ik *-� 'r ., z ��_, I " I \
<br />� __ LLc. 01/"/"" TOP & BOTTOM MOUNINGS CAN AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR t � .. = / GL08AL PROTECTION PRODUCTS, = 0""' INSTALLATION. I FOR NEW WOOD FRAME CONSTRUCTION: WOOD . �O I A --- colme. \ _-2fi- z
<br />EDGE DISTANCE - GLOBAL PROTECTION PRODUCTS, [AZ; COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') k !f_-7=4t_::'�':, 11LIEC01mic. 11,11E, MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC 11LIE GLOBAL PROTECTION PRODUCTS, LLC. "'"r"aa
<br />, � � �
<br />E.D. - (SEE SCHEDULE ON % -�,% STATE Olj�, - �___ i�.. smit U` , . ....... - -.-. -_ ; Am IL.. 51 STAW
<br />TOP & BOTTOM MOUNJINGS CAN BE _ . __ 'Wo &It 6 STRECD INSTALLATION. 0. - = . - - PDAKFAH, `i1`(`P �.., 51 SITIER DENSITY OF 0,55 OR EOUAL 14 A
<br />. �. M. ��A� I �, - .,IORI . imr rc;f;;�; E"CAPOAM COMPAN,
<br />,
<br />1 2, FOR -..-., A`t-PIPPIA-A, - ft� 3M. "'I", , ,�flt I
<br />. NEW - . IX, 1I=.1_H,W 20-175 . I, - -S= ` "JORA-7546, rAx, ")sfff� "�_
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW - lu", MA.M,�.�,4iailr= - , t'�"", 3W4 -175 WO MME CONSTRUCTION: WOOD C40 I ARAE. FL, =l. 20-175
<br />,,� QP11E IS. z
<br />-� �� - - I., AM: DRIARIIN-IIIII7 20 ,I� PNPNL DIN DAME ,)ON
<br />�Xt - 4 F�i,ZU�wl_l - . . ...... �=A) -_ ��_Al "�_ (96 _pp � F
<br />INSTALLATION. Nal 110�0 , - -.1 - I - [-.1 - I - DR." A, MEMBERS TO 08DE SOUTHERN PINE No 2. W/ spEcinc k DRWAAG AP, I A� sm,10jawitc/aiin - W�__ - - IM-1-V" W-1 - I - I- - -_ <
<br />CA-000I FIE DENSITY OF 0,55 OR EOUAL� "Ib-na-w-00-K; �%W'11-- - - �mwfg CA AW10 - - WMA !L-
<br />JN1HG1lW/SKRAftJW/DATT , - . . . WLTVR �'m & � - � is _j
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<br />'w, pj� = Tun I, PC , i I
<br />"'If"", - :-fl �__J_ I ams, 111!n� ==.-Ii. - - I% I 44,L� I
<br /> 1.11 I- I I I .1 � 3��_ E� M I I , � ____ st I - S I -
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<br />SHEET NO.
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