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<br />DOCUMENT (P ED.) HAS BEEN VERWIED FOR COMPOANCT #1 ACCORDANCE - I/, -P 1AIPCON ANCHORS, AS MANNIFACIURED BY 0M BUILDEA. INC,
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<br />WTTH THE 2020 (70, EDITION) Or THL FLORIDA BUILDING CODE- ILPR STORM PANEL SHALL NOT BE !NSTAIL1110 AT NON - #14-10 PAN0.MATE FE)AAL_ 10 AND PAhI1MATE PLUS ANCHURS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />VELOCITY HURRICANE ZONES (MAMI-DADE / BROWARD COUNI - 1/4-0 LAC SCREWS PER NOIS
<br />DESIGN WIND LAAOS SHALL BE DETERMINED AS PER SECTION 1609 Or 1ktABOVE MENTIONED CODE ,-OR A BASiC WINE - 7/16'0 � 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL -DINT SCREW. BOLT & SPECIALTY CO
<br />SPEED AS RECIIARED BY THE JURISDICTION WHERE 57ORM PANEL WILL SE PMALLEDF AND FOR A DIRECTIONALITY FACTOR
<br />0�0,55� USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM LhS,O) DESIGN PRESSURE RAIVICS EJV,CATOD ON SHEETS 4: 1) MINIMUM THREALSO PERETRIM'.01t NTO WOOD DIF 1APCON ANCTICIS SHALL BE I 1/7' AND 2" �QR CLOG PANEk-MAUE CM
<br />3. 9 THRU 12 & 17, I& AND PANELMA&C FEMALE III
<br />IN ORDER TO VERIFY THE AWYE CONVOTON, ULTIMATE DESIGN WIND LOADS 1517117MINED PER ASCE 7-1- SHALL BE FIRST r , 0-%41
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<br />REDUCED TO A,SD, DESIGN PRESSURE RATING BY MULTIPLYING THEM BY Of, IN ORDER TO CO"r THESE W/ MAX (hSO.1 t�l) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1,12' NO THREADED 9*
<br />DMIGN PRESSURE RATINGS INDICATED CK SHEETS 5� 9 NRU 12 & 17, 18, PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUREO THRtAOED PENETRATION %C*
<br />IN ORDER TO VERIPY THAT ANCHORS ON THIS P E-D AS TESTED WERE Wi OVER STRESSED, A 33X INCREASE IN ALLOWABLE -
<br />STRESS FOR VAN* LOADS WAS NOI USED ILI THER WAYStS. FASTENERS SPACING 10 WOOD HAS BEEN DICTSINNED IN C,3) MINIMUM EDGE DISTANCE Or LAC SCREWS. INTO WWI) �.,ALJ. BE AS 11401CATM IN THIS DRAWNO -4-
<br />ACODROANGE WfJN N.D.S, 2018
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND M40 RESISTANCE HAS BUN VERIFIED 114 ACCORDANCE WITH SECTION 16011.1.2 OF C,A) MINIMUM PENETRAPON OF POOD BUSHING SHALL BE 5/15'. 1/4* 0-20 SCREWS USED SHALL BE 1 I/,- LONG MINAIIiiiiI,
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #CE14DI-Ol AND 00219.02-09. AS SHOULD STUCCO EX.ST, AND I" MINIMUM FOR WALLS WITH NO SIUCCO
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<br />PER SS1D 12-09 & ASIV E 330-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT JI--23.01-10 AS PER
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<br />10
<br />TAS-ZOT &NO TAS-203 PROTOCOLS, ANU AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION H504 OF
<br />�WALI_ ANCHORS SHALL BE L014G ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />TIORIDA
<br />BUILDING CODE
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 7) & C.4) =
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<br />"000'
<br />3, ALL ALUMINUM SHEET METAL USED AT P-MVRES $HAL1 HAVE 305-TIL4 ALLOY 8 PANELS MAY ALSO BE INSTALLED HORaCNIALLY FOLLOWING JTPiTA�EAFjGN DETAILS SHOWN ON ,SECTION I TkROOCH 6 (SAFE75 4 <
<br />4 ALL STEEL 5NW, METAL PANELS SHALL HOVE STRUK,'T1JRA QUAUTY STEEL AWN A -OW GRADE So MINIMUM, G-W CAIVANIZEO TRROuct, S� EYCEFII THAT "EADr,"o & (D SHALL NOT tit USED
<br />VELL DUSARMLIKIN W/FY- q2 2 ks, (AFTER POLLED). 9 tT SHAL, Or THE RESPONSIGILD'Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5 AU, SCREWS TO FIE STANU-SS STEEL 304 OR 3LIE AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON fACNEO TO INSURE PROPS ANCTIORACLE THIS SHUTTER SHALL ONLY BE ATTACHED TO C&kPM. BLOCK. OR Wom FRAME /liii
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<br />50018 W� 50 mi YIELD STRENGTH AND so ksi TENSI"r STRENGTH AND SPAU COMPLY W/ Fi-ORDA BUILDING CODE SECTION
<br />2.11 �,KA, TO EACH REGULAR STORM PANP_ WITT, LENGTHS OVER 90' AS PER SICCTION,s 1. 2, 4, S, 6 AND ALTERNATIVES I W & ,W ON
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<br />- 4, 'S. 6 A, 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND REAOLY VISIBLE MARKING INSITIUCT1NO OWNE]mt,
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<br />IT BOLTS TO BE ASTM A- 307 GALVANIZED STTE-L OR AISt tGA SERIES STAINLESS STEEL, WITH 36 kw MVRMUM Yj-= STRENGTH, SECURE PANELS WITH APPLICAM REINFORCEMENT DURING PERIODS Or SURPICANE WARNM�-
<br />7 ANCHORS TO WALL SHALI BE AS FOLLOWS, I I- TITS INSTALLATION CONTWTOR IS TO SEAL/CAULY ALL SHUTTER CONLIHOtiENT EDGES WHICH RE"N IN CONTINUOUS CONTACT WTT kQ
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<br />� J14-10 PANELMATE FEMALE to & PARELMATE PLUS ANCHORS, As MANUFACTURE:) BY ExO causmui'.Tlati PRODUCTS. FUR A SITE SPECIFIC RROJECT. WHERE W� SHE OCTIOCTIONS DEVIATE FROM THE PEO
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<br />& 1) MINIMUM EMBEDMENT OF TAPCO. AW-NORS INTO POURED -,OW�RSME SHALL ED I :S./-'; 2' FOR ELCO PANE,UMA_- ATIVI ___N[N SAFETY AT 517E Is T14E PONTRACTOR'S RIESPONSIBILITT
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<br />.. � * NO� 44167 : S I
<br />,P�� -`v - --- I- - NOTES, . v\c se . , . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona) N.QIL-EQB--CQhi5giATJQN-DL-iLglh W x 7 . = FLORIDA BUILDING CODE (Man High velocity Hur cone Zono)
<br />� .� \CENtil_�?\ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I 2i
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<br />� - - . ' - 1, INSTALLATION ARE ONLY VAUD FOR MAX, A_SD -_ . ---- -
<br />� 'z - **E
<br />Z .. * 1 I : 1 F No, 44167 . .. = 24 GAGE GALVANIZED STEEL STORM PANEL I - TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (o-ILl) AND PANFL'LENGTHS . � Pultrz, - 24 GAGE GALVANIZED STEEL STORM PANEL - <
<br />I - 24 GAGE GALVANIZED STEEL STORM PANEL w DESIGN PRESSURE KATINI.r �P.S.I) AND PAINLL UNUIlia 2 * " . = w"'ItIr I- 75.1-- STATE OF - - ORNIN BY
<br />- . a.44167 - .I= I"TaK. - I AISTALLAITON ARE ONLY VALID FOR kW,. kS.0, wm TILTEM W.
<br />* " * 'I � - = . - - zz-
<br />s E s I 11 I * COM84NED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 SO,'- .1 .`Q� �.
<br />-, = l/n/m. TOP & BOTTOM MOUNTLIGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - 1. . * f --- — ./27/n INSTALLATION. 2 FOR NEW WOCE, FRAME CONSTRUCTION: WOOD 'I-,' - ___, v/2?/;KFhC
<br />WAY TO SUIT ANY 2VV) 1 7�% STATE OF5:�-� ' I GLOBAL PROTECTION PRODUCTS, LLC. CME. IFIC - �'7` � --- _ -------- ' I I L I E C 0 ,,, - \ GLOBAL PROTECTION PRODUCTS, LLC. wn,
<br />- I X - _ / 11LIECOINNIC." MEMBERS 10 BE SOUTHERN PINE N. 2, W1 SPECIFIC
<br />E.D. - EDGE DISTANCE j q'- STATE 0 1 1 L I E C 0 m c . \ GLOBAL PROTECTION PRODUCTS, LLC.1 0 COMBINED IN ANY ALTERNATE , 4,� � / _ .. _
<br />(SEE SCHED LE ON TOP & BOTTOM MOUNTINGS CAN BE - �a";X__ __ � Am S-. 11 sTim, INSTALLATION, ,� . - - - � "I /-- -1
<br />� � PZORIDII�_ .,-. .ESTWO * C,towomwl DENSITY 0 AL T' I TIALLM YXISTI-J. __rLRT_ _.-
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<br />, P�,' '&t 0 R t� �',�" - - _.t,g'NCS"-B_ , Ler DAII, IL - I. 5 STREET . 1w S... 51 M`qw
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<br />44, , --- ANP - - . - - - — R .. , 11- -1 / .. - .� - - — . .1. z
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ,,) 1"" - A 20-i75 ', r"AlF,"' DAIN -- ` �" 5
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<br />,7 - 0PAT"I'm PPO-T Y�579` ,
<br />INSTALLATION. N, 'nmm - _ - - __ J DRAPING � MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECinc L""NAl t A' - — �._� �.��_ DRAWN0 . 11 - — --T -� __!!�- <
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