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<br />11 j T." A I 2 1 _ 1. I .,�: yl ,: III! iT., ,Ml I:J7* �A ®�
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<br />A.S.D. DESIGN
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<br />12*
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<br />12'
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<br />1- 4 2- (TOP)
<br />70" OR LESS
<br />12'
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<br />1.
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<br />6*
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<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2*
<br />11-
<br />7'
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 1/2-
<br />N/A
<br />4 llr
<br />N/A
<br />3' (70P)
<br />12,
<br />"/A
<br />12'
<br />N/A
<br />9 1/2*
<br />1/2'
<br />N/A
<br />3' (BOTTOM)
<br />12'
<br />N/A
<br />12,
<br />N/A
<br />12*
<br />N/A
<br />I/
<br />4, (TOP)
<br />L
<br />12*
<br />6*
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<br />a 1/2.
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<br />PLATE
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<br />(3) SEE KNECULE MLOIV FOR MON. PANEL LENGTH FOR POROSITY QUALIMCINION.
<br />OWAAAMM INTO WOOD AM UNITED 10 t 95 "t VAX &to. DESIGN PK== RATING
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<br />WALIL WOUnll 1!.BZCT MOUNT 2
<br />ALTERNATIME 2W
<br />WALE 3/6-1-
<br />**NOTE:
<br />We= 0% ow ME I llr LONG M
<br />(1) IGMUATM IT LWM 10 A Wg NOW VAUKY WITH Ur-lr
<br />MR MEAN NOW ~ " 0 A MOOMM FROM AN
<br />KUM mmw MONNty mom ON aw sl�
<br />Go mmcwm am Tm :wovaw =wx,pova III on
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<br />mannow FROM mm Fma LUMB MLOM ON
<br />swerr 11).
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<br />VW L I=Lnxmm 01F. 12 ONLY
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<br />(C) - - __IFIC -ItAMD1 I 2 R
<br />-.1 11.1tINIUILDS.
<br />1. STORM PANEL DOCUMENT (P.E.C.) HAS KEN VIEWED "m COMP LLANCE N ACCOFMAWA
<br />Te"
<br />1/4.0 TAPOON ANDOORS. AS MANIP RED INC.
<br />WITH THE 2020 (7(h EDITION) OF THE FLORIDA WLCM CODE. THIN STORM PANEL STALL NO K INSTALLED AT HIGH
<br />114-10 PANMMTE FEMALE 0 AND PAINIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY MMWANE ZONES (WM-OW /
<br />=ft= M11
<br />*0 SCREWS PER N.D..
<br />DESIGN WIND LOADS SHALL K DETUNNO Of THE ABOVE MENTIONED CODE FOR A BASIC wwo
<br />;/
<br />/19*0 . 3/8* WOOD KOOK. AS DISTRIBUTED BY ALL PONT SCREW. BOLT A SPECIALTY CO.
<br />SPEW AS REQUM BY THE "ODCT*N OM STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIOWITY FACTOR
<br />KD-0.55, USING ASCE 7-16 AM SHALL NO EXCEED THE MAXIMUM (ALS.O.) DESIGN PRESSURE RATINGS NOICATED ON SHEETS
<br />CA) MINIMUM ME40ED PENETRATION INTO WOOD OF TAPCO14 MOORS SWILL K 1 1/2- AND 2- FOR CLOO PANELMATE PLUS
<br />3, 9 TIM 12 All 17. 18.
<br />AND PANELMAILE FEMALE
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOOLOS DMMN4M PER ASCE 7-10 SHALL K FEW
<br />REDUCED TO ALSM DEMO POESSUM RATING BY MULTIPLYING THEM BY 0.6 OR ORDER TO COMPARE THESE W/ MAX. (A.S.O.)
<br />C.2) M&OAN MMAOM PENETRATION OF LAC SCKW. INTO THE WOW FRAME UNIT PULL K 1 1/2-. NO THREADEO
<br />DEMON PRESSURE PAT*C$ INDICATED ON SHEETS 3.9 THRU 12 Or 17, IS
<br />PENETRATION INTO STUCCO SHALL K CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION,
<br />IN ORDER TO VERIFY THAT ANCHORS ON INS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33Z INCREASE IN AILLOWAKI,
<br />SIR= FOR WIND LOADS 03 SEI USED IN THEIR ANALYSE. FASTENERS SPACING TO WOW HAS BEEN DMOMM IN
<br />C.3) WWAUM U" DISTANCE OF LAC SCREWS. DOM WOOD SKALI. K AS ININC47M IN THIS MWOC
<br />ACCORDANCE WITH N.O.S. 2018.
<br />STORM PANEL'S ADEOVACY roll IMPACT AND WIND RESISTANCE HAS BEEN VDIVIED IN ACCORDANCE WIN SECTION 160111.1.2 OF
<br />CA) WAMW PENSTIVITCH OF WOOD OUSe" SHALL BE 3/$-L 1/4.020 SCREWSUSED SHALL K 1 1/2" LONG Moamum
<br />M THE ADbKWO" CODE AS PER AMERICAN TEST LAB OF SMITH FLOM" REFORMON14.011 AND #0219.02-00. AS
<br />SHOAD STUCCO EXIST, AND I* MINIMUM MR WALL3 WITH NO STUCCO,
<br />PER SSM 1 2-0111 At ASTIO E 330-02 STANDARDS. AND MMW-M TESTING LAB SOUTH FLORIDA REPORT 11123DI-10 AS PER
<br />TAS_ 201 AND YAS-203 PROTOCOLS, 40 AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1804 OF THE
<br />C.5 IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS STUCCO ON WOOD BOARDS K FOUND ON THE WSTING
<br />PANELS.
<br />rLo" sukom coot
<br />WILL ANCHORS SILL K LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />ANCHORAGE SHALL K AS MENTIONED Let CA). C.2) A, CA)
<br />2. ALL ALUMINUM STRUSIONIS 10 BE GOOLI-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE %M 2
<br />(Q) M4CHM WALL K RISTALLED FMLOWOO ALL OF THE KCOMMOMraG AND SPECIFICATIONS OF THE ANCHOR'S MOMFAMMR.
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL MOVE 3106-1414 ALLOY
<br />5. PANELS MAY ALSO Be INSTALLED HMWAUY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 5 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL AWN A-053 GRADE 80 kooww. 4-80 GALVANIZED
<br />THROUGH 5) EXCEPT THAT H&OSS 0 0 0 SHALL NOT BE USED.
<br />STEEL DESIGNATION W/FY- 22.2 k*1 (AFTER ROLLED).
<br />9, IT BALL. BE THE KWO"SOUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE. WHERE SKMER 15 TO K
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION "WANT COATED WWI STEEL AS PER DIN
<br />ATIACHED I()ORWRE PROPER AMCHOI THIS SHUTTER SIMILL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD MAW
<br />OLRD04M
<br />300;8 W/ 50 WO YIELD STRENGTH AND 90 k8i TENSILE STRENGTH NO SMALL COMPLY W/ FLORIDA SULDW. GOES! SECTION
<br />201 3 3.4
<br />10, EACH REGULAR STORM PANEL WITH L04CM OVER 90'. AS PER SECTIONS 1. 2. 4. 5. 8 AM ALTERNKTIVES IW, SIT It 4W ON
<br />SHEETS 4. 5. 6 A 7 RESPECTKILY; SHALL. IAVE A LEGO&I AND READILY YAOX MARKM MTRUCTM OWNER OR TEHANT TO
<br />5 DOLTS TO K AWN A-307 GAILIONNAM SIM OR AM 304 SERIES STAINLESS STEFL WITH 36 ksi WBMUM YIELD STRIENOVIL
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT OLVbK PERIM OF HUMCAM WARNING
<br />7, AN04OR5 TO WALL SMALL WE AS FOLLOWS:
<br />11. THE WMALLATION CONTRACTOR IS M SM/CAJAX ALL MIUM COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE MADW TO PREVENT WIND/RAN INMYS40M.
<br />(A) TO POLIRMcONCRETF
<br />1/4-0 TAPCCW ANCHORS AS MANUFACTURED ITT I.T.W. OUNIDEX, INC. (Min. VM92 p..',)
<br />12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DAMPING PLUS ANY MALONG AND ZONING REGULATIONS
<br />1/4' 41 x 7/4" CALK -IN ANCHORS, AS MANUFACTURED BY MINALT ft.
<br />PROVIDED BY THE AIRISOVION WHERE PERMIT IS APPLIED TO.
<br />1 14.0 1/4' SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT 0 SPEMTV co. (w. I. -,wOO P'S.I.)
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BY INS ENCINCER IS CENEPAC AND GOES HOT PROVIDE WFOMM"
<br />014- 1 0 PAMELMATE FEMALC 0 & PANCLIANTE PLUS MOCHM. AS MANUFACTURED BY ELCO CONON STRUCTIPRODUCTS.
<br />FOR A SITE SPECIFIC PROJECT; I... WHERE THE WE CONDITIONS DEVIATE FPDM THE P (.0
<br />1/4'0 ZAMAC ALAILIN MX'MM, AS %MANUFACTURED BY DEW&I . NOC.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE 00 INSTALLATION 0CLUDING LIFE SALIM Or INS PRODUCT
<br />AS) WNWW EMKOMENT OF TAPCO" ANCHORS WM FIGURED CONCRETE 94" SE 1 3/4'. 2" FDA ELCO PAMELMATC AND
<br />SASED ON THIS P.E.D. PROVIDED HE/SHE DOES ACT DEVIATE FROM THE CONW04 DETAILED ON TONS DOCUMENT
<br />CDMnVXTM SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOUTY.
<br />1 3/4- FOR ZAMC WAJN ANCHORS
<br />(c) THIS PRODUCT EVALUATION OOCUMDIT WILL BE CONSIDERED NNAUD W MODIFIED.
<br />A.2) CALK -IN It SOLID -SET ANCHORS SHALL K rMKODED 7/6- INTO THE POURED OMCAM NO EMBEDMENT INTIV,
<br />STUCCO $HINLL K PERMITTED' 1/4' mZO SCREVIS USED SIMILL BE 1 1/2' LOW MINIMUM SHOULD STUCCO EXIST.
<br />(d) SITE SPECIM PIRCUIECTS SAKIBE PREPARED BY A FLORIDA REGISTERED ENCOIDER ON ARCHITECT WHICH WILL BECOME THE
<br />AND I' NORMAL FOR WALLS WITH NO STUCCO. AND MAY K HEADED SCREWS OR ALL TKWMED SCREWS W/O HEAD.
<br />CHIGREER OF RECORD �j Oft=0=0 SWU FOR THE
<br />WILL BE RESPOR
<br />OUT WITH WING NUTS
<br />PROPER USE Of THE AS A MEGAYW ENGINEER TO THE
<br />NG�=
<br />P.E.D.ENGWEER, SHALL S~ TO THIS LATTER THE STE SPECIFIC DRAWINGS FOR REVIEW.
<br />IN CAN THAT PRECAST STORE. PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOOD DOMM K POUND ON THE
<br />MINING WALL OR FLOOR. AN04ORS SMALL BE LOW END" TO REACH THE MAIN STRUCTURE BDOO SUCH PANELS.
<br />W THIS P E.D.SIALL BEAR THE DATE AND ORIGINAL SEAL. AND SIGNATURE. Of THE PROWESS10144L
<br />M04ORW SHALL K AS MENTIONED IN AI) AND IN A.2)
<br />ENGINEER OF RECORD 11-M PREPARED Or
<br />(9) Go"am Sea
<br />Id. SHUT" MANUFACTURER'S LABEL SMALL K LOCATED ON A READILY VISIBLE LOCATION AT STORY/4:
<br />Firam
<br />: TAIPCON ANCHORS AS MANUFACTURED BY 1. T.W. DOMILD", INC.
<br />PANEL SHUTTER IN ACCORDANCE W" SECTION 1701.2.2 Of FLORIDA BUILDING CODE. ONE LABEL
<br />SHOAL K PLACED FOR EVERY OPENING. LASELING TO COMPLY MM SECTION 1709.9.3 OF THE
<br />1/4 . 7/8 - CALK -IN ANCHORS. AS MANUFACTURED BY OnVALT, INC.
<br />FILORIOA BUILDING CODE.
<br />1/4.0 X 3/4' SOLID -NET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT A SPECIALTY CO.
<br />014-10 FAINELMANT FEMALE to AND PANCILMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION elm
<br />1/4- 0 ZAMAC NNUN ANCHORS. AS MANUFACTURED BY 0111040, NC A.
<br />TI
<br />9.1) "JULNO OMMENT OF TAPGON ANCHORS. ELCO PANCII-YATES AND ZAMAC NOLIUN ANCHOR. INTO THE
<br />FLORIDA BUILDING CODE (Non High Velocity Zone)
<br />BLOCK UNIT SHALL K 1 1/4-
<br />cons
<br />CONCRETE SOLID -SET ANCHORS 94A%,44
<br />9.2) CALX-IN SMALL BE EMBEDDED 7/8- INTO THE ill= UNIT, NO
<br />7 24 OW GALVAMM STEEL STORM PANEL to.
<br />w
<br />VU000 SMALL Be PERMITTED 1/4. 0-20 SCREWS USED SHAU K 1 1/2- LONG MINIMUM SHOULD ow.
<br />I/w/� -
<br />AND I' MINIMUM" MOLLS WITH NO STUCCO. STATE
<br />GLOBAL PROTECTION PRODUCTS.
<br />0.3) IN CASE THAT PAIDOW STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WWO WARM BE "tolill
<br />4m It., 11 rnw
<br />Deffil. A. 3,131.
<br />20-175
<br />mm" "stemm-na, m LwmyMwsmTT OWING WALL ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE SCHIND SUCH
<br />AWADFACE $HIALL BE AS MENTIONED IN 9.1) AND 114 92), HOW aAw'F AN`
<br />CA-GOMIO "IN
<br />Itetm" h
<br />Ps ILO.'sollMmw/Wc Mrlm WAS L70 &
<br />i-
<br />INSTALLATION
<br />INTO POURED
<br />QpST
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<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />W -PINGt Co OGWIED CONCRETE ISLOCK
<br />in
<br />STRUCTURES
<br />Do
<br />"COUNED,
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<br />EXINTID (SCET504EDUU
<br />No.
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<br />CONCRETE BLOCK
<br />ALTERNATE
<br />ANCHORS
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<br />A. REQUIRED.
<br />AK USED.
<br />(DEC ScHOULE ON
<br />stem I THROW" 10)
<br />{SEEScHECOULm: ON
<br />gem 0 THROUGH 10)
<br />BUILD MOUNTING
<br />39E CHT K) N I
<br />wiweffm
<br />WALL WOUNITINQ MOUNT
<br />no' g.L.,•
<br />ONIN
<br />FLOJI BUILDING CODE (Mon High Ve�Wlty NWAaOno
<br />Zone)
<br />E.D. EDGE DIStANCE
<br />NOTE FOR COYBI4TLt10N Of SECIM:
<br />10.441
<br />: IS,
<br />1% STATE
<br />OWN amm Me.
<br />24 CAGE GALVAMIZAD STEEL PANEL
<br />GLOBAL PROTECTION PRODUCTS, LLC.
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<br />Saw&*C LW 61 Dam
<br />4
<br />SHEETS 9 & 10)
<br />IN
<br />COMBINED ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />..... .....
<br />20-175
<br />or In
<br />4,wr
<br />SEAM
<br />WOOD ANCHORS
<br />(SEE sceemu OH___
<br />SHE" 11)
<br />2"
<br />MSALE TIME
<br />00 ANCHORS
<br />I .11: SCHEDULE ON
<br />w 11)
<br />1/4-
<br />ALTERNATE wow A
<br />(SEE Sominuut ON
<br />SHEET 11)
<br />_L_ MAIL
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<br />0
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<br />0 12 1/2* D.C.
<br />1
<br />I
<br />WOOD
<br />DECK REOUIRED
<br />sm
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING MJ) AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL-
<br />WOOD AMCHOR$
<br />(SHE SOCRELE: ON
<br />swu 11)
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