1655 Beach Ave002 GENERAL NOrI7ES:
j L THIS NOTICE OF ACCEPTANCE DRAWIN6 F'OR LNID RIA I- IS DI-'SI6NFDINACC0kDANCF WITIT THE FLORIDA BI?ILDINC,(-01)!-([-BC�'�0(i4.0t;I'SIDEHIC-H
%'I.Lf)CITY III lRRICANE ZONE.WIND LOADING REQ-,!IRFMEN'I S SI IALL 1;t.DF FERMINFI)I ASCL
PRODU(-fTJ-.Sl'lN(; P!:C0RI)S
2%NDRII'ORI'SPLRATLO126.01.00.1i'ILO()O(-,-()I(K)-03.,'%IL0316.01-OSAN'DIITLL#306-0224-(�-^N. NNODUCTI)ISIGN ANMILSHNG ALSO COMPLILS WITH THE IN'l FkNATIONAL BLILD[NO'CODE(111C)'-01'0.
2. ALL ALUMIN1.1ki F.X'J IWSIONS SHALL BF SPFCII-If:'Dill-10: 1N AN-);SIIIIS'IlTtrl']oNSS]i.,%LLBL 'Al'['PO\'I-Dil�'ALICE\ISF:DlIROI:IiSSIONAL*EN(7,r,\"Fr-R.
3. ALL SCREWSTo BE STAINI.FSS STEEL 304 OR 316 SE'll'SWIT11 MINIMUM 5okSl N*11:1,1)POINTANDMI]NIRit"M hi
(SS SMS�-STAINLESS S'll--'EL SlIff7hil'"I'AL SCREW) d
c!
4. S-FOR 3
M BARSSHALL REMAIN IN I'LA(l- DURING ALLWIND EVEN-ts.snurmRs SHALL HEROLLI D SIORM BAR�ARE NOT REPLACED BEFORL WIND FVENI'S.
5. ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLF-SS O'll IERNNISE NOTED):
(A) TO EXI-l;rlNG 40M PSI M11N.CONCRETE.OR AS SPECIFIED HEREIN:
-01/4"TAPCO-N ANCHORS.AS MANUFACI'URED BY LL(O LNIDUS'FRIES
414 CRETEFLt.X SS4 ANCHORS,AS MAf\'UFAC`rURED BY ELCO INDUSTRIES
-03/8"POWL-R BOLTS.AS MANUFA(-I'l!RED BY POWERS FASITINING.INC. am
N0113S
A.0 MTNIMUM EMBED.%AFNT OF TAPCON ANCHORS AND CRE- FLEX ANCHORS ANCHORS INTO CONCREFE SHALL Br 1 3/4".
A.2) MINIMUM EMBEDMENT OF POWER BOLT ANCHORS SHALL BE 2".
A.3) IN CAST:THATPRECAST STONE PRECAST CONCRETE PANELS ARE FOUND ON THE.EXISTING WALL. ANCHORS
SHALL BE LONG EN'OUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE PER THE LISTE'D MINIMUMS.
U3
(B) TO EXISIING CONCRETE BLOCK WALL: u
-0114"TAPCON ANCHORS.AS MANUFAC-1 URED BYELCO INDUSTRIES z <
414 CRFTEFLEX SS4 ANCHORS,AS MANUFACTURED BY FLCO INDUSTRIES
< Z >
NOTES: 0 0
B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". ul 0�
u z
B.2) MININMUM EMBEDMENT OF CRETEFLEX ANCHORS IIVID IIIE CONCREll BLOCK UNIT SHALL BE 1 114". 0-
B.3) IN CASE THATPRECAST STONE.PRECAST CONCRETE PANMS.ARE FOUND ON THEFXISTING WALL,ANCHORS SHALL HE LONG ENOUGH u w
TO REACH THEMAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4"MINIM111M. uj
Ll d W
(C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 0
(D) ANCHORAGE To WOOD MAME BUILDINGS IS SPECIFIED IN THIS DRAWING.
(F)ANCHOR MINIMUIM EMBEDMENT DOES NOT INCLUDE EXTERIOR FINISH. U Z
uj 0
(F)ANCHORAGE SHALL BE INSTALLED I.N70 THE BUILDING'S MAIN WIND-FORCE RESISTANT STRUCTURAL COMPONrNTS TO ENSURE A LOAD PATH
IN70 THE BUILDINGS FOLINDA710N.
IT'SHALL BE THE RFSPONSIBIIXrY OF11JE NISTALLATION CONTRACTOR TOVERIFY'rilE SOUNDNESS OFTHESTRUCTURE WHERE
SHUTTER IS TO BE STRUCTRUALLY ATrACIIEDT0 FNSURt-PROPER ANCHORAGE. z
7. THIS APPROVAL DOES NOT INCLUDE NOR COVER ANY SHLIT'rER ROLL-UP MECHANISMS,ANY ELI-.(-rR]('Al-INSTALLATIONS.
OR MODIFICATIONS NECESSARY TO FACILITATE THEM.
LS
8. TRACK MOUNT'ING CONDITIONS ARE DEPICFED ON SHEET 11.12.& 13.SECTION"A-A"(WALL MOUNT,JAMB MOUN7.BUILDOUTMOUNT AND
MULLION MOUND.SHARED MIDDLE-MULLIONTRACK MOU-N71ING CONDITIONS ARE FOUND ON SHFFFI 4. 15.& 16 PFR SECTION"B-B-.
ANY OTI IER TRACK MOUNTING CONDITIONS SHALL BE ENCINEERED ON A CASI:. BY CASE BASIS.END CONDITIONSMAY BE,MIXED/COMBINED.
9. LINTAR tMIERPOLATION IS ALLOWED FOR ALL GRAPHS,CHARTS AND SCHEDULFS.
10.ALTERATIONS OR ADDMONS 7)0 THE DOCUMENT ARE NOT PERsirriti).DOCUMENT SHALL BEAR THE ORIGINAL SEAL.SIGNATURE.AND z
DATE OF THE PROFESSIONAL ENGINEER LISTED.
11.THIS PRODUCT APPROVAL IS SUITABLE FOR USE ONLY AS SPECIFICALLY STATED ON THE COMBINED PAGES 01: goo
THE ENrrlRE DOCUMENT.ANY DEVIATIONS SHALL BE REVIEWED AND APPROV D SEPAR T Y.
I, A EL
12 SLAT TYPES P55ER AND 1155ER 2ND SHALL NOT BE USED IN WIND BORNE DEBRIS REGION'S
(LARGE MISSLII-IMPA(-I'PROTE-CTION ZONES).SLATS MAY BE USED FOR SMALL MISSLE LNIPAcr PROTI--Cl-ION OF
OPENINGS 30 FFET ABOVE GRADE IN THE WIND BORNE DEBRIS AREAS.
MAIN
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DETAIL LETTER SECTION LETTER
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20 240.0 240.0 2400 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240.0 240,0 240-0 240.0 2315 225.7
25 240.0 240.0 240.0 240.0 240�O - P z
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SS SPRING TO PROVIDE MINIMUM ENGAGDAENT TYP.
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TYP. TOP & BOTTOM
19 - 26
- ---------------
(BEYOND)
M-AM BAR NOITS7
1,FjitrMR SEMO%,S ARE SHOWN WITTI FIXED sTolm BARS.
(3) 01/4' TAPCON N II)RM BAkS CAN BE FLXLD OR REMOVAIJUL,RLA110VAIJILL
TO 12" 'nN
SHUTTER BOX 7' (1 3/4- MIN. EMBEDMENT) jSpRINr,�I.OADFDI STORM BAR ASSEMBLIES A MOM
4, 5 OR 6 SIDED POST INTO CONCRETE ARE SHOWN ON SHEET 17.19.&19 OF 2&
SHUTTER BOX 7' TO 12" NUT Hk ROLLED DOWN DUlUWj
4, 5 OR a SIDED 2.SHU'llIM(S)SHOULD 0 1 ice
WIND EVENTS WMK9'rRFMOVABLF STORM BARS
L!4 PLAQ�KOLL-A-WAYIS NOTRESPONSIBI E FOR
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No.wollt NI BARS EXTERKALSUPPOIRT.
s.FOR LAKCAM ALLOWABLE HE&DIM SPANS USE LXTERIOR
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REI
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STURM BARS CAN BE FDMD OR RE.WVABl F REMOVABLE
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3.KLMOVV4G MUNG-LOADED STORM BAR&REMOVE PIN.LWr ArPNUVM
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BAR BASE RAM ROTATE STORM
4 SHUnM%TTH No STORM BARS OVER 7r WME SHOULD DRAMMI10
USE SOM[E FORM OF HOOD SUPPORT-HEADM TUBM OR
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5.f;UR LAROW ALLOWABLE HEAL)ER SPANS USE EK=OR le 0 10 un all in 3-01-031
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