HomeMy WebLinkAboutProduct Approval (2) GENERAL NOTE!
7,STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PF-D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES:
ACCORDANCE WTRR THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL=BE INSTALLED AT B. MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.C.TAPCONS,TACO PANDMATE,ELCO NAS.
HIGH VELOCITY HURRICANE ZONES(MIAMI-DARE/BROWWRD COUNTIES). INR?THE CONCRETE BLOCK UNIT SHALL 1j4".
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4'0 SOLID,SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT
FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED.
FOR A DIRECTIONALRY FACTOR Kd-O.B5,LASING ASCE 7-10 FOR.INSTALLATIONS UNDER 2014 FTiC AND SHALL 7/4'0-20 SCREWS USED SHWl BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR WALLS
NOT EXCEED THE MAXIMUM(ASLO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7,9 THRU 17. WITH NO STUCCO.
8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS
IN ORDER TO VERIFY THE ABOVE.CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG
SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER To ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES
TO COMPARE THESE W/MAX.(AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,7,9 THRU 17. IN B.1)&8,2)ABOVE.
IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33& (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS 12, 13, 14&15.ANCHORAGE SHALL.BE
INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS AAAI USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL UKE BRICK VENEER,STUCCO OR ANY OTHER FINISH.
USED FOR VERIFICATION OF FASTENERS IN WOOD.
BIOTIN PANEL'S ADEQUACY FOR IMPACT MTD FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH BECKON (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
MANUFACTURER.
1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS f 0321.01-05,#0812.01-05 AND#
0119.01-05,PER ASTM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1, 2 AND 3;
MISSILE TYPE 0(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7.PANELS MAY ALSO 8E INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 7 THRU 13
8.2,1.1 AND 6.2.1.2 OF ASTM E 7996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2,3, 3A&4 SHALL NOT BE USED.
2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 8,IT SHAT BE THE RESPONSIBILITY OF'THE CONTRACTOR TD VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUNTER IS
J.ALL ALUMINUM EXTRUSIONSBE ALUMINUM IATION.6063-TES ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE.BLOCK OR
STORM PANEL COMPONENTS STUDDED PLATE AND qq SNAP CAP ARE PATENT'PENDING- WOOD FRAME BUILDINGS.
4.AL SCRE3VS TO BE STAINLESS STEER.304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SINUATE(COMPONENT EDGES WHICH REMAIN N CONTINUOUS '
DIN 50018 W/50 Mai YIELD STRENGTH AND 90 ksT TENSILE STRENGTH&SHALL COMPLY'W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
SECTION 2411.3.3.4. LENGTH. .
S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 SERIFS STAINLESS STEEL,WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (a)THIS P,E.O'PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
PROJECT;Le,WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED)
(b)CONTRA"TOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS
-1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W./BUILDEX. PRODUCT,BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OETALFD ON THIS
-1/4.0 S.G.TAPOONS AS MANUFACTURED BY(TW/BUILDER. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
-1/4'0 PANE.MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
-1/4'9 X 3/4'SOLD SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY,COMPANY. (0)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
NOTES: ! (d)SITE SPECIFIC PROJECTS SHALL.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
AL1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND SG-TAPCONS IS 1 3/4";FOR 0.00 BECOME THE ENGINEER-OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
PANELMATE AND ELCO NAS IS 2'. USE OF THE P.E.D.
ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,Swu SUBMIT To THIS LATTER
AL2)3/4'0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRRETE.NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW,
STUCCO SHALL.BE PERMITTED.
-1/4"0 -20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DOST,AND 1'MINIMUM FOR (0)THIS P.ED.SHALL BEAT THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD
WALLS WITH NO STUCCO. THAT PREPARED B.
AL3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE DOSTING WALL OR 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOGTION AT STORM PANEL IN
FLOOR,ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING COD£.ONE LABEL SEULL BE PLACED FOR EVERY
SHALL BE AS INDICATED ON NOTES A.1)&A2)ABOVE OPENING. LABELING TO COMPLY WITH SECTION 1710.8,2 OF THE FLORIDA BUILDING CODE
(B) TO EXISTING CONCRETE BLOCK WALL
-1/4'0'TAaCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER.
-1/4"9 S.G.TAPCONS AS MANUFACTURED BY IIW/BUADEX. _
-1/4`0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSIRUCTION PRODUCTS. THIS DRAWING SHALL ONLY SE-USED TO
-1/4'o x 3/4'SOLD SET ANCHORS,AS DISTRIBUTED BY AL POINTS SCREW,BOLT&SPECIALTY COMPANY. OBTAIN PERMITS IN T!-!E STATE OF FLORIDA
+`�yh•• `� '•, dg�f FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone)
I
F 02015 mnra.w- 0.050' BERTHA ALUMINUM STORM PANEL F.RL
NO,44167 (y.DD' DEEP) "m BY.
EASTERN METAL SUPPLY, INC
,L E C O IMI. .255 x67 Ain105 Nrrrr
T1LLIT TOMO a Y.RGIxEERING COMPANY x75!MM WACM,AL 3307
MINT raw C5m1znP azu FAX'(5erb+r-:n5 15-045
-,aar an.A ea�xn wn ro.w a�sm, axr CN1x1A'G Ab
WALTER A.T1UJT irl, - sNEer 1 of 17
a
an. ��
14.101'(TOTAL WIDTH) 6.151-(TOTAL WIDTH) .
1200p'(EFFECTIVE WIDTH) 8.000(EFFECTIVE WIDTH)
1.070' .170" 1.070'--{ �•-- 1.070' 4.880• 1170-
�®� I I MUM"MUM" srcH EMS=BONG fr�L�
OYp1 0.600• ®� Al.) RQ SP011►DIN� YAmrrnlr pe�v1<r gycm 71' SCl�'DCn�
RhaT o 0250' g o 0 0.250-
ti PAN,Rf.S RhTADVSD ArP,
RafAV=AT Ls'W
2020' 2.a2o` -T 2.020- -�� ,8iIB7tS IR2H"umJIV ONN OF IMM MW
FULL PANE Wf HEMMED EDGES HALF PANEL Wf HEMMED EDGES G(OW@@@
7flT7Z rruares
OR MWT MOUIVM 1R QQQQ OR ®#
14.375'(TOTAL WIDTH) "8.425-(TOTAL WIDTH) AAV,aCW-N M•FANaL'OfR Asn. M-r��I
12.000"(EFFEC7NE WIDTH) 6.000-(07ECEW WIDTH) (p..i) 6�f)
1.070' �-- �r10' 1.070`1 1.070' 4.880` - �.1770^(• .
Q'@- AS t CSn tlrn) i �� /1,,{(„SD•f/Yn.) 4 +30.01 -+JO.O tJ=O' +JaO, -30.0 f3'-0'
AsARruE1aB[
(SR) -35.0 12-.6' +350, -350
g
+4Qa-40.0 T2'-4' +4b.a-40.0
-'�2.020'1-- o -'�2.020'4--.._...�.-.� N
^- f � -1,2.020•{- +4s0, -4s0 r2=o• +454 -45.0 10=0•
OPTIONAL FULL PANEL W/O HEMMED EDGES OPTIONAL HALF PANEL W10 HEMMED EDGES +Rao, -5oa rr D- +5a0,-Sop 9-0-
Q STORM PAf$SO,-550 . 101-0' +63.0, -0.0 B'-2'
NEt
3G4E. 114'=1' +baa. -6ao 9'-4' +6a O, -60.0 y-6'
+7a O. -70.0 6•-a• +704 -70.0 65"
- -I----CONCRETE ANCHORS(SEE SChEVOLq- --�-M- +60.01 -60.0 r-a- +60.0, -6ao 5•-6'
f Mln r Yin. +90.0, -90.0 6•-3• +90.0, -00.0 5'-0-
0 a o
+90.0. -100.0 5'-7- +90.a -100.0 ,g•.-p•
+90.o,-110.0 5'-1' +90.o, -1f0.0
S +90.0.-120.0 4'-8' +90.0. -120.0 4=9'
N
-130.0 4-p' +90.0. -tJOD 1 47
-4 7f2'
�CC
is *.N99�
MAX.ASO.0E51CN PRESRIRE RA77M&MWAfVM
A A PA&n LEWIN
. FOR R4IE lMY REMOVABLE PANELS AS PER
Nu MOLttR1NC INS7At1AR0NS ON SHEET 7 OF 17 15
+50.0..-50.0 p.s.L W/86'MAK PANEL
ti MA\:A.S.D.DESIGN PRMINE IMM Q MAXIMUM
;{+ PANEL LENGTH
FOR MOUNTING AS PLR AL7ERN417YE Jjt f AND 74
ON SHEET 14A AND 15 OF l7,RESPE`CTNELY,ARE
F--J'-i- CONCRETE ANCHORS(SEE SCHEDULE)-�}-J"� \\ irl +50.0.-6p.0 p st.fDR 78'R L TEL
LEht;7N
�� fj f AND+5dp, -50.0 pW RLR L6'7O to6'PANEL
7,MOA STORM PANEL rOvni. `��•````Q\�.........Ill7 LENG7H.
PICA ELEVATION L1GE(U��';N��I y FLORIDA BUILDING CGDE (Non Nigh Velocity Hu cone Zone)
0.2715 mm",w- 0.050' BERTHA ALUMINUM STORM PANEL F.Rt/1r
1 4'Moz. CAP NO.4418? - (2.00" DEEP) 0ru677 Br
1 e"eeEASTERN MECAL SUPPLY !NC
a,9• - awn
ECO INN:. 4266*ESr ROWS MVAs
'!-•t� u" ~� nun 1tslu o s t:Rr NEWT an COMPANY 6rsr PALM arAaL sL S4
07 15-045
SECTION A A iff c 5+�1! [\w�� Bat 1 K]eR A b4 J4 MRtet WSeR a 31180 �1220-02V FAY:{s6TJ611-1776
/fff77l n'A 1 � y'1\�l Ifias,(]08p/1-7830.fay t(338Pr-�73� W O [OIIIOB ri e.r BCso01 CYi ORIR7Nl/Nn
JY11L FB-0006'114
N.r.s ltdt/1f11111f11N\\\ *`k h TRl f.t..P.& 1 t1^ar ' Ot9Er z a'tt
nDPoOA llc,44187 B
zzsr' z3sa
erJ7. QOJO Ll:x 0.010 R •�
"'111 1/4'I-za S S MOVE � ,.•
-t--_ � R7iT M/AVr Q lBtCiETf _,pry" r.i/I'
N 1
Y
1+ + a e E-.,3a• $
I' J � �� J� T— c
j_ �+ .aAa• ,ate` N .�.• �
L.�
f 1 �ETxa•�I\\
(G--.zmo' "( . p,J +_.,l ,m. �. Eaat'—H�•' .caur�r•
4--axed. II �� •� hhh
-! '(I_2723' I�}�•—�—E72Y� �
3'j Ur BG/LD OUf ® _0EVONAL 3'Alax. '[/'�U/LO OUT HEADER 4Q U�XEdDER 0 y3"UAX_ ANGLE MW Off BBACIYE!' "``iI_T•
nuts:yi'_r• .Qcur J,�n-..Y sum':LrJ'_r' mrt!',.y8•.f•
{ ♦fJY QQ
'�• JJI' Irk" 1{'M
209 S S7UD I/1• 2D W.aw� uJFRNOEr-
,Y
.mC JSQ SE l0= tO O rp Q Q 5
Off' pAckyw SHOW
av UW
L
I
p L ntmaWre T- ~yam stF _._l
a „py,- m !rJ?tco+rr<rJ1 Q Y I J I !
'
REANN/ WALL 1.75'x0.632' O r
VERSED F01 AMME t K _F' 7RAdC ANGLE d ,�iQDEO ANGLE ANGLE WITH
saue,3/i--J• soure.vb'.r• aw-m�.�.�uaJ aury+'.r• ANGLr H
Aarr Is-
1 A37r
s rf•r-20
.x s
�" 57 r
K isJr I T— �70
I r 7W oWac
AM,
Taa' 8 Aa.JY tmcr arm I Q -m�J Jrr.
LARGK KEY H"(Qp M 13 �ilAlt KEY fLU1ff0WW 2) ssr— nr �..
A6?5 r n trrax.ass'
121 ROUND XOl�d��
sair,.y{'_Y sovrr.c2'_r aev ���11�I1W P
12 KEY HOLE TA PANEL a BEY HOLE WASHER
Jla' arm-IJnli.w,i num' aw-m nJJar � V•" �'' �y
2 far
Jrr.eza' �•w L �t � �� �cSj RIDA �`���
fJTa• Sox i"•GiYSd�"4�y1 0.
FLORIDA BUILDING CODE (Nan High�Alu V���uurricane Zone)
16
ft.0. ANGLE . 02015 MIEW.OIG 0.050' BERTHA ALUMINUM STORM PANEL r.RL
SNAP
.NYE:J/.'..!• +a9E4 '
��J. (2,00' DEEP) uz+wte Br
DEWL 1: SILO w/me NLr �r w/ar/rs
COMPONENTS ��. Er+V AAAI, EASTERN METAL SUPPLY, INC a
fzM T rtQ,cs
nun tssnwo a pawacnHe QQYPANY " 7 unto>SWIG 2•w07
1-1716 15-045
ass xw: n.a.sxi,warty QYmJ>rA rt.srJ,s tJana{seJlzQv-axaa.Axe(5aJ}af
Fhm. JcsmJ+mr-o o6�i0
tom+Jar R,a eers�n �.s ec it .era�oN nn LW+tv1G No
N'om A,Tuff dk PZpa rr-vJ + 5NEET J QF i?
rieFUat tic.14187
9 Conf. POUWED CONCRETE OR
CONOWXAWHORS CONCRETE AWJ4OR$ —�' { R t7LLMM WN1 (OPEN PCWA+f t)
(SLY XWXL[r?�- �- f.oa01 �"�_ scant f•N"'
; s°°• i sso saves
. R )
COURW ELL I PO&M CO. REQ
i PoURLD ED.
COACrVr
i
RkTXrs7ED I REOU 1 i f
i 2 ��� I I
Ca,t i t h i crwr- '
! 1 I E.D. I I h
A i ^� --I t'1rtn.SEPARI7RW ! �/•W..SEPARAMV I T i 1y
VO CLAS S
r a I m
fir•ua.serAunaN i ccwceElE ANcfroW S£CTm 3A
I
m aus I 14 �W/37#9 fsrFE sc�mueF�
we,
5 L
4 POURED ED. i CO W4U !
S ft-OWRED ` h REWIRm /J
CLT Wrx ' T CONCRETE W CONCFE7E ANC1 S' I T•
OR C0AlC%7E i OR[bNCY27E i i A {SfE.7.YW W
OCK
BLOCK WAU j RC
RECULAED ! —r•Al-S01AW10N m MAWI �(r�triv7:
j sari• I SECTION O ANCHOR
1/ LIZ-! cwa&rEANCR�xsJ - c
GT7ts77E7E AAT7/ORS
s50' our SCf W-o S Cart. r)PTfOAI•2
(SEE srLrutw f SECTION 3A = I r
WALL_MOUNTING INSTALLATION
SECTION 01 ANCNOR SC4E:r/2'-r' ; t 4'0-20 x J/4"
SECTION 2 J• s 11 yak s/a•x s/�.
!2 a G ! tCTNC NUr'
O EA SRm
cohizvm
IIx, E E I i PWRm CONam OR AL "I
RE9U/Rm E0. CO7rGWETf BLOLTCkik'00'EN
7 x J/JZ• `I E a>=�DCE ObTAfR,Ew
E.D. OR CONCRETE I ' '�'SS{3EEEE''SCHEDULE ON 5 (brrt tMOM WALL I � EYERY � 3fIEE7S 9 d 10 a 7J) COfrCRE78 ANCFpRS ! roFtUw f)
o W-a a '�� {sEE sarEDlt� SECTION ® STUD
TYP. ON
WA L MOUNTING INSTALLATION
BUILD OUT INSTALLAT70N t swP cAPt(�N SECTION 4
9 tont +
SOILS:f/Y<7'
N07E FOR CoWBIMMN Or SWUONSLL. : ��5-,,�� /i NURRMME CONORIONS,
SECTON®STUD WANOCOMNG SECIIOAM Car BC n ~yP,'.L N fix'
All MOUNTING INSTALLATION cDNSNED m ANY WAY r0 stRr ANT ua7ALLA7ranl '.?�s FLORIDA.BUILDING CODE (Hon High Velocity Hu l ricone Zone)
SECTION I swx. t/2•a t NQ,4416 o20ts 7AL7ECo arC OA50' BERTHA ALUMINUM STORM PANEL ON
(2.001° DEEP) ORMxN W.
Now:ft-v%W.5=/Wo Sm V"ALSO r ) ' ^•"' ■ ��/i�r EASTERN METAL SUPPLY/ INC
WA1L NODxnNc lNSTACLATWN-SEt7K)E7 2 // L t1 G 4 O SMC. 4zatl»ESf r1a1D5'ast£
TILUT TESnWG a ENCINEERIND COMPANY MES7 PALM WALK FL M407m15
e --045
wa 0x at a«�t wlue. D. ea A 7 phE(ser)ars arsx Fem{ssr)erl-nta
1(iR1a/1EBe9 t137! as to om�na etta v.w Iev Al oue DatMiC No
r4rrtretl144it1lAl W7r3Frl A TNTr a P.E. ao It-m s¢Fr 4 0'7T
FLORIDA tic.44ia71"91 it