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GENERAL NOTES: A.4) IN CASE TINT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR,
<br /> 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS
<br /> WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. INDICATED ON NOTES A1) A2) &A3).
<br /> THIS STORM PANEL SYSTEM SHALL MZ BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADS/BROWARD COUNTY). (8) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90
<br /> DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE 44£N77ONED CODE -1/4'0 TAPCON ANCHORS MANUFACTURED BY LT.W. BUILDEX OR ELCO CONSTRUCTION PRODUCTS& 1/4"0 BLUE TAP
<br /> FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND ANCHORS,AS MANUFACTURED BY FLORIDA FASTENERS, INC.
<br /> FOR A DIRECTIONALITY FACTOR Kd=0.65. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL -1/4-0 ELCO MALE PANELMATE-MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br /> NOr EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3& 6. -1/4"0 X 3/4-ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY.
<br /> IN ORDER TO VERIFY THE ABOVE CONDITION, UL77MATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 NOTES.
<br /> SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO S.1)MINIMUM EMBEDMENT OF TAPCON, BLUE TAP ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT
<br /> TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RA77NGS INDICATED ON SHEETS 3& 6. SHALL BE 1 1/4-
<br /> STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF - B.2) 3/4-SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO
<br /> THE ABOVE MENTIONED CODE AS PER ATLSF REPORT y 0615.01-11 &AR REPORT 6 OJO2.01-IOR PER ASTM E 1886&E 1996, STUCCO SHALL BE PERMITTED.
<br /> &ASTM E 3J0-02 STANDARD. 1/4-0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,
<br /> 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR AND 1"MINIMUM FOR WALLS WITH NO STUCCO.
<br /> CORRESPONDING MODEL NUMBER:
<br /> 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE
<br /> EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE
<br /> GENERAL ELECTRIC PLASTICS LEXAN 103 BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON N07ES 1N B.l) &8.2)ABOVE.
<br /> DOWN CHEMICAL CALIBRE 302 V-6
<br /> CAVE57RO LLC. MAKROLON POLYCARBONATE SHEETS (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFIC477ONS OF THE ANCHOR'S
<br /> MANUFACTURER.
<br /> MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: Z PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 4,
<br /> SHEETS 4 &5
<br /> TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT
<br /> PHYSICAL B. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED.
<br /> SPECIFIC GRAVITY ASTM D792 1.20 G/CC Y. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO
<br /> MECHANICAL:
<br /> BE ATTACHED TO INSURE PROPER ANCHORAGE.
<br /> TENSILE YIELD STRENGTH ASTM D638 8.700 p.s.i. 10. SHUTTER MANUFACTURERS LABEL SHALL BE LOC47ED ON A READILY WS1BLE LOCATION AT STORM PANEL SHUTTER 1N
<br /> FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. ACCORDANCE WfTH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
<br /> FLEXURAL MODULUS ASTM 0790 340,000 p.s.i. LABELING TO COMPLY W17H SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE.
<br /> IMPACT• 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT
<br /> NOTCHED IZOD ASTM D256 18 FT-lb/in WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION CAULK AND SF4L SHUTTER TRACKS ALL AROUND FULL LENGTH.
<br /> Efff J2URNING CiYARACTERIS - 12. STORM PANEL INSTALLATION-SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br /> SMOKE DENSITY ASTM 02843 75 (MAX) REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br /> RATE OF BURNING ASTM D635 C-1 CLASS (MAX) 1J. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
<br /> SELF ICNITON ASTM 01929 650 'F PROJECPROJECT;/E. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br /> (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS
<br /> PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS
<br /> DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br /> 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER.
<br /> 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
<br /> 50018 W/50 KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH& SHALL COMPLY W/FLORIDA BUILDING CODE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHI7ECT WHICH iylLL BECOLIE
<br /> SECTION 2411.3.3.4. THE ENGINEER OF RECORD (E.OR.) FOR THE PROJECT AND WHO VRLL BE RESPONSIBLE FOR THE PROPER USE OF THE
<br /> 5. BOLTS TO BE ASTM A 307. GALVANIZED OR AISI 304 SERIES STAINLESS STEEL, W17H 36 KSI MIN. YIELD STRENGTH. P.E.D. ENGINEER OF RECORD, ACRNG AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS
<br /> LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br /> 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: SEE SHEET 2 OF 5 FOR APPLICATIONS.
<br /> (A) TO EXISTING POURED CONCRETE-MIN 1'c =3 KS! (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD
<br /> THAT PREPARED IT.
<br /> AS MANUFACTURED 0 TAPCON ANCHORS MANUFACTURED DI ECT. BUILDEX OR ELCO CONSTRUCTION PRODUCTS& 1/4'0 BLUE TAP ANCHORS THIS DRAWING SHALL ONLY BE USED TO
<br /> AS -0EL BY FLORIDA FASTENERS DIRECT, INC. I 111 T A `�� OBTAIN PERMITS IN THE STATE OF FLORIDA
<br /> -7/4"0 ELCO MALE PAN£LMATE'MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 111
<br /> -1/4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY.
<br /> -1/2'OD X 2 1/8'ENXJ12 PANELM47E INSERTS AS MANUFACTURED BY ELCO CONS7RUC770N PRODUCTS.
<br /> NOTES., `��� :' . s FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone)
<br /> A 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON, BLUE TAP ANCHORS AND ELCO PANELMATES/S 1 3/4". 02017 MTEW°Yrw CLEAR BERTHA STORM PANEL DRAWN BY,
<br /> • rt ,y / ?.�• 2.00'DEEP Lc.
<br /> A2) 3/4"SOLD SET ANCHORS SHALL BE ENTRELY EMBEDDED INTO THE POURED CONCRETE.
<br /> NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 07125117
<br /> d°. STi1 OF C.O
<br /> 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND I'MINIMUM FOR WALLS �L E,r• ,t� -0,,,. EASTERN METAL SUPPLY, INC DATE
<br /> WITH NO STUCCO. SCREWS SHALL BE 304 SERIES STAINLESS STEEL W/3/4-0 HEAD SIDEWALK BOLTS _ nwr resnNe a eNO1NEERING eoupANr 4268 WEST Rows ORNP
<br /> 1� R••..,a A0.st,saxx lwor cwowc n.urce WEST PAW BEACH,n.33407 17-088
<br /> •,�'•••••••••••'(j\, Pne,.:Iwsl3n-11`O.r:6rafJnr-Ix11
<br /> A3) MINIMUM EMBEDMENT INTO CONCRETE OF PAN£LMATE INSERTS IS 1 5/B" NO EMBEDMENT INTO STUCCO SHALL BE -• tS L ,,,,�,,,,., ,�, DRAWING No
<br /> PERMITTED. 5/16'0 -18 304 SERIES STAINLESS STEEL SCREWS USED SHALL PENETRATE 1'MIN. INTO ANCHOR. J(OR�Q 6� ®-0005719 °�°0'
<br /> P.E. SEAL/SIG TURF/DATE waucR L r ur�..ve 1 + sxEE1 r or s
<br /> FLOR/DA Gc. 44167
<br />
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