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<br />VELOCITY HURRICANE ZONE54MLW-DADE / BROWARD COUNIITSL - 1/4'0 LAG SCREWS PER N.O.S.
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<br />SPEW As REQUIRED BY TA ,A)RISDICITON WHERE STOW PANEL WILL BE MULLED, APO FOR A DIRECTIONALITY FACTOR
<br />KD�MW USING ASCE 7-10 AMU SHALL NO EXCEED THE MAXIMUM (AS,IL) DESION PRESSURE WNCS INDICATED ON SWETS C.1) MINIMUM 'IFIREADED PENETRATION 94TO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR FLCO PANELMATE PLUS,
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<br />IN ORDER TO VERDI' THE ABOVE CONOTION, ULTIMATE OESIOTI WIND LOAM DETERMINED PER A= 7-iS SHALL BE FIRST
<br />REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0,6 IN ORDER TO COWARCE THESE W/ MAX (&SIL) C-2) MINIMUM 114REAM0 PENETRATION Or LAG SCREW INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-, 00 THREADED
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<br />MESS FOR WW) LOADS WAS 1101 USED IN THEIR ANALYSIS. FASTEWFIRS SPACING TO WOOD 44AS SUN DETERMINED IN C-3) MINDALW EDGE DISTANCE OF LAG SCREWS, KID WOOD SHALL BE AS INDICATED IN THIS DRAWING
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<br />STORM PANEL�. ADEQUACY POR IMPACT AND %NO RESISTANCE HAS BEEN VUUF35D IN ACCORDANCE WITH SECTION 16090-1 OF CA) MINIMUM PENETRATION OF WOW 9LSHTNO SHALL BE 5/8', I/V v-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM
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<br />EUDIGOA, BUILDING; CCQF_ WALL� AN040M WWI BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MR040 SUCH FANELS,
<br />ANOMORACE SHALL BE AS MENTIONED IN CA), C�2) & C�4)
<br />Z ALL ALUMINUM EXTRUSIONS TO Be $M-TS ALLOY AND TEMPM, (UNLESS OTHERWISE NOTED), SEE SHEET 2 (P) ANCHORS SHALL BE INSTALLED I'MOMW ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANtFACTURIER.
<br />3. AU_ ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3106-1414 ALLOY 6. PAWLS WAY ALSO BE INSTALLED MOR90WALLY FOLLOWING INSTALLATION DETAILS SHOWN ON MCMN I THROUGH 6 (SHft7s 4
<br />4� ALL STEEL $NEET METAL PANELS SHALL NAVE SURACTUR041, QUALITY SIM ASIM A-653 GRAM 80 MINUMILD4, 0-60 GALVANIZED THROUGH 5) EXCEPT THAT HERDERS 0 & (D SRALL HOT BE UMO.
<br />STEEL DESONATIOT4 W/FY- 92.2 I* (AFTER ROLLJED)� IL IT SHALL BE THE WSPOWERUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE Smuru is To BE
<br />& ALL SCREWS -70 OF STAINLESS STEEL "4 OR 116 AM SERIES OR CORROSION RESISTANT CCIATED CARBON SMEL AS PER DIN ATTACHED TO iTSQRE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY'et ATTACHED TO OONCF=. M= OR WOOD FRAME
<br />BUILDINGS.
<br />50DIS W1 50 ksi YIELD STRENGTH AND 90 W TENSILE STRENUT14 AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 1
<br />241 J_"'c IM EACH REGULAR STOW PANEL WITH LENGTHS OIAER 00�, AS PER SECTIONS 1, 4 k 5, 13 AND ALTERNAT041i Tot, 3W & 4W ON
<br />SHEETS 4, !L 6 & 7 G OWNER OR T&NAW TO
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<br />- 1/4' A x 7/a' CAX-AN ANCHORS, AS MANUFACTURED BY OSWALT M PRCAIOEO ITY THE ZASMCT04 WERE PERMIT Is APPLIED Tv�
<br />- ,/Vo . 31V SQUO-SET ANCHORS� AS DISTRIBUTED BY ALL POINT SCRPW� SOLT & SPECIALTY 00,
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<br />- #14-10 PANELMATE FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFAMMED BY ELOO CONSTRUCTION PRODUCTS. FOR A STE SPECIFIC PR=CT', - WHERE THE SITE CONOMORS DeM115 FROM THE P.f�!L
<br />- 1/4-0 ZAMAC NALIN ANCHORS, AS MANUFACTURED 13Y 05WALT, ,INC, Wj CONTRACTOR TO BE RESPONSIBLE FOR 71ift SELECTION. PURCHASE AND INSTAUAMON INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A.1) MINIMUM EMBEDMENT OF TAMON ANCHORS INTO FOURIED CONCRETE SHALL BE 1 ,1/4�� 2' FOR aC0 PATIELMA-TE AND BASED ON THIS P.E.Q PROVIDED HIE/SHE DOES NOT DEVIATE FROM T14E CONDITIONS DETAILED ON THIS DOCUMENT,
<br />CONSTRUCTION SAM AT SITE is THE CONTRACTOR's RESPONSIBILITY.
<br />I 3/4. FOR ZANAC NMUN ANCHORS
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<br />AND I' MINIMUM FOR WALLS WITH NO STIXT:0, AND MAL BE AEAMO SCREWS 09 ALL THREADED SCREWS WIG HEAD, ETKNINEER OF RECORD (EAFL) FOR THE PROJECT AND WHO WU BE RESPONSIBLE FOR THE
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<br />A.I) W CASE THAI PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW WARDS BE FOUND ON THE
<br />MST)NG WALL- DR FLOOR, ANCHORS S+101L K LOW EMUGH TO REACH THE MAN STTWCTURE BEHIND SUCH FANEM (C) INS P1.(L SHALL BEAR TIE DATE AND ORIGINAL SM ANIC STONATURE OF THE PROFESSIONAL
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<br />(0) T - 14. ITIVITIA MANUFACTURER'S LABEL SHALL BE LOCAWD ON A READILY V"x LOCATION AT STUR&I
<br />PANEL SHUTTER IN ACCORDANCE WIN SECTION 170,11.2 OF FLORIDA BUILDING COM. OW LABEL
<br />- I/C' 0 TAPCON ANCHOTIS AS NIANOFACTURED BY L T. W. BUILD", 011C, SHALL BE PLACED FOR VERY OPENING. LABELINGTO COMPLY WITH SECTION 1702.9,3 OF THE
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