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<br />N CAW TWIT PRECAST STONE. GN PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE
<br />Awn 111132 20 peer pML1.11Oap sea[N. av
<br />EXISTING WALL.. ANCHORS SHALL BE LONG ENOUGH TO REACH 7HE MAN STRUCTURE 804M SUCH PANELS.
<br />1. STORY PANEL SHOMIN ON THIS PRODUCT EIIALUA710N DOCUMENT (PLED.) HAS BEEN VERIFIED FOR COMPLW410E N
<br />ANCHORAGE SHALL BE AS MENTIONED N B1) 40 N 0.2).
<br />ACCORDANCE WITH THE 2G14 (5th EORON) OF THE FLORIDA BUILDING CODE
<br />(c) TO shop= WOOD [WL SPonFIc o1NAMRIY_ p . n'A Mwtt
<br />DESIGN WIND LORDS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED C ODE_
<br />- 1/4Y TAPOON ANCHORS• AS MAAAIFACTU M 9Y LT.W. BUILOI . NC.
<br />- /14-10 PANELIAME FEMALE ID AND PAMEL MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A WIND SPEED AS W)UIRGD BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE OWALLED AND
<br />FOR A DW"TIONALt1Y FACTOR Kd- LO& USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FTC 40 SMALL
<br />- 1/410 LAG SCREWS PER W.D.S.
<br />NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE WINGS NDICA70 ON SWEETS 7 TH RU 12. 14, 15. IS, 19 20.
<br />- 7/1610 x 5/ir WOOD BUSHM AS OISTRIBI. D BY ALL PONT SCREW. BOLT & SPECIALTY CO.
<br />N ORDER TO VERIFY THE ABOVE CONDITION. U13610TE DOM WIND LOADS DETERMINED PER ASCE 7-10
<br />C.t) MINIMUM THREADED PENEM71ON INTO WOOD OF TAPCON ANCHORS SMALL BE 1 1/2' AID 2' FOR ELCO PAELMATE PUS
<br />SMALL BE FIRST REDUCED TO A.S.D. OEM WIND LARDS BY MULTIPLYI NC THEM BY 0.6 IN ORDER TO
<br />AND PANELMALE FEMALE D.
<br />10 COMPARE THESE W/ MAX. (A.SD) DESIGN PRESSURE RAiNGS NDICATED ON SHEETS 7 THOU 12. 14. 15. 16, 19 & 20.
<br />C 2) MINIMUM THREADED PENETRATION OF LAG SCREW. ILO THE WOOD FRAME UNIT SWILL BE 1 1/2•. NO THREADED
<br />N ORDER 70 VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED. A 33X NCREA9E N ALLOWABLE
<br />PENETRATION MID STUCCO SHALL BE CONSIDERED AS PART OF THE REOLIVRE0 THREADED PV&MiATIDN.
<br />STRESS FOR WIND LOADS WAS MM USED N THEIR ANALYSIS. FAST04M SPACING TO WOOD HAS BEEN DETERMINED N
<br />ACCORDANCE WITH N.D.S. 2012-
<br />C.3) MINIMUM EDGE DISTANCE OF TAG SCREWS, INTO WOOD SFYLLL BE AS INDICATED N THIS DRAVNG
<br />STORY PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HEAR BEEN VERIFIED N ACCORDANCE WITH SECTION 1620 OF
<br />ABOVE MENTIONED CODE A6 PER HURRICANE E ENGINEERING & TESTING INC. REPORTS NI-Iig9. 96-570 & 98-73D AND
<br />C,4 MINIMUM PENETRATION OF WOOD BUSTING SMALL BE SJB'. 1/4" h20 SCREWS USED SHALL BE i 1/2' LONG MINIMUM
<br />)
<br />FENESTRATION TESTING LAB. INC„ REPORTS /2032 & /2126 , AS PRO'RDCOLS TAS-201, 1AS-202 AND TAS-203.
<br />SHOULD STLICCO EXIST, AND 1' MAIMED FOR MALTS WITH ND STUCCO.
<br />AS WELL AS RW NEST LAB OF SOUTH F1.016oN REPORT /�f9.01-09. AS PER lAS 201, TAB 202 AND
<br />STANDARDS.
<br />lA5 2(H3 STANDNDARDSDS
<br />RLIO C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOAS BE FOUND ON THE MIING
<br />Wli� ANCHORS SMALL BE LONG ENOLEM 10 MAIN SIRLICTUfiE BMW SUCH PANELS.
<br />2. ALL ALIUNINAI EXTRUSIONS TO BE WO-•T6 ALLOY AD TEMPER. (UNLESS OTHERMAW NOTED). SEE SHEET 2.
<br />ANCHORAGE SMALL BE AS MENTIONED INC.1).REACC.2)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD. HAVE 3105-H14 ALLOY.
<br />0) ANCHORS SMALL BE NSTAIM FOLLOWING ALL OF THE AND SPECIFNa1AONS OF THE ANCHOWS �R
<br />4. ALL STEEL. SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALIFY STEEL ASTM A-6W MADE SO MINIMUM. G-60
<br />0ALV41NIZED STEEL DESK *nm W/FY- 5" Nil (AFTER ROLLED).
<br />B. PANELS MAY ALSO BE MSIALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROWN 10 (SHEETS 4
<br />THROUGH 6) CWEFT THAT HIEADER5 O & O SHALL. NOT BE USED.
<br />5. ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 AIM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />DN 50018 W/ 50 NIA YIELD STRENGTH AND 90 IWT TENSILE STREHM & SMALL COMPLY W/ FLORIDA BUILDING CODE
<br />9. IF SMALL BE THE RE'SPONSIBIJTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TER IS 70 BE
<br />SECTION 2411.&3.4.
<br />ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BL" OR WOOD FRAME
<br />BIslDI1NCS.
<br />B. BOLTS 70 BE ASTM A-307 OMYANZED STEEL, OR AIM 304 SERIES STAINLESS STEEL, WITH 35 W MINIMUM YIELD
<br />STRENGTH,
<br />10. EACH REGULAR STORM PANEL WTH LENGTHS OVER 6'-8 THOUGH 1Y'-4', AS PER SECTIONS 6. $ 9 & 10 AND ALTERNATIVES BMW.
<br />•W & IOW ON SHEETS 5. 6 & 12 RE&PECIMFLY; SMALL HAVE A LEGIBLE AND READILY VISIBLE MARIANG INSTRUCTING OWNER OR
<br />7. ANCHORS 70 WALL SHALL BE AS FOLLOWS:
<br />TENNIT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIM OF MUINWA E WARNING. -
<br />(A) !D E1d4= Poison mMla�Ir-
<br />11, THE NSUALATIDN CONTRACTOR IS TO SEAL/CAULK ALL %WIER COMPONENT EDGES WHICH, ROM IN CONTINUOUS CONTACT WITH
<br />1/4'9 TAPCON ANCHORS AS WNUFACTLIRED BY I.T.W. BUIDEX. INC. (Min. Pc-3192 p.e.i.)
<br />THE BUILDING TO PREVENT WM/RW INTRUSION.
<br />- 1/4• r x 7/8• C:ALK-11 ANCHORS AS M OWACTURED BY POWERS FASTENERS INC. (ON. fc-3000 p.&L)
<br />- 1/410 x 3/4' SOLID -SET ANCFDRS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT a S1PECIAL7Y CD.
<br />IZ STORM PANEL PWALLATON SHALL COMPLY WITH S'EGS INDICATED IN THIS ORWM PLUS ANY BUILDING DING AND ZONING REGULAMNS
<br />[wn. rc-,7000 P.e.l.)
<br />PROVIDED BY THE JURISDICTION WHERE POW IS APPLIED TO.
<br />- #14-10 PIINE3AINE FEMALE D Al PAHiLMATE PLUS ANCHORS. AS WVAIFACTURE0 BY EDAO CONSTRUCTION PRODUCTS.
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<br />13. (a) THIS PRODUCT EVALUA710N DOCUMENT (PLEB.) PREPARED BY THIS ENGINEER IS MOW AND ES DONOT PROAUE INFORMATION
<br />FOR A SITE SPECIFIC PROJECT: Le. WHERE THE STE CONDITIONS DEVATE FROM THE P.EA.
<br />- 1/4Y OF TAP-0RP AN04M AS MANUFACTURED BY TRU-FAST OORPORA71014 (fc-3600 p.s.i.)
<br />LIFE WM OF THIS
<br />CONTRACTOR TOPRODUCT
<br />(b) RESPONSIBLE FOR THE SELECTION. PURMME AND 16TMLATION�
<br />At) MMMIIIM EMBEDMENT OF TAPOON ABHORS NM POURED CONCRETE SHALL BE 1 3/4-; 2- FOR PANB ATE FEMME
<br />EASED ONTHIS PEEL PROVIDED HE/SHE DOES HOT TEDEIM FROM THE OONDTION4 WI THISDOCUMENT.M
<br />D AND PAtEMALTE PLUS AND t 1/1" FOR CF TAP -ARP ANCHORS.
<br />COMMUCiIDN SAFETY At SITE IS THE CONTRACTORS RESPONSIBILITY.
<br />A.2) mx-N & SOLD -SR AIwom SHALL BE EMBEDDED 7/6• INTO THE POIAt@ CON wm No awlEOMEM wo
<br />(4) THIS PRODUCT E1ALLATION DOCUMENT WILL BE CONSIDERED IMA ID IF MODIFIED.
<br />STUCCO SHALL BE PERMITTED. ,/e .-20 SAPS USED SMALL BE 1 1/2' LONG M•1111RIJ SHOULD STUCCO EXIST.
<br />NO I' MINIMUM FOR WALLS WTTH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />(d) SITE SPECIFIC PROJECT$ STALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHOM WILL BECOME THE
<br />BRIT WITH WING NUTS.
<br />ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPCINSIG E FOR THE
<br />PROPER USE OF THE OF REfXURT ACING AS A ENO TO TFif
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS• STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />_
<br />PJe.D. FN(INIEDt, SMALL SUBMIT TO THIS TATTER THE SITE SPECIFIC OWeYN/G.S FOR REVIEW.
<br />L SUBMIT
<br />IT TO T W
<br />EXISTING WALL OR FLOOR, ANCHORS SMALL BE LONG ENOUGH TO RFJACH THE MAIN SIRUCIAM BEHIND SUCH
<br />PANELS. ANCHORAGE $NULL BE AS IENPOMED IN Al) AND N A.2).
<br />(e) THIS P.ED. SNW.L BEAR THE DATE AND ORGNIM. SEAL AND WMIURE OF THE PROFESSIONAL
<br />ENGINEER OF RECORD THAT PREPARED TT.
<br />(a) 70 mam CONCRETE It111CJG w1uL AS7Y C-eR
<br />- 1/4' . TAPCON AINCFROfiS AS W1NIlFACTURED BY L T. W. Bt10.D00, INC.
<br />14. St•TTiR YAIlFT1CRIRFRS LABEL sIRALI BE LOCATED ON A READILY VISIBLE LOCA110N AT STQRI
<br />pANE1 SHUTTER N AfXSORgANCE WTH 56CWON 1T10.8.3 DF FLORIDA BALDING CEDE ONE LABEL
<br />- 1/4• a x 71W C ALK-4N ANCHORS, AS NW4UFACRIRED BY POWERS FASTENERS Ne. (►MW rc-1500 p.a.E.)
<br />SHALL BE FOR EVERY OPENING. LASHING TO COMPLY WITH SECTION 1710.8.2 CW THE
<br />- 1/4-0 X 3/4- SOLIDSEF AWCf0M AS DISTRIBUTED BY ALL PONT SCREW. BOLT & SPECIALTY CO.
<br />-
<br />(MwN. rc-1800 pa.L)
<br />- #14-10 PMELh NE FFNAE D AND PANNEUMIX PLUS ANCHORS• AS MANUFACTURED BY ELCA CONSTRUCTION
<br />`-
<br />Y` ........: SHIN T ONLY BE USED 7D
<br />PEwars N THE sRVE OF FLQRDA
<br />PRODUCTS (MIN• re-2071 pAJ.)
<br />. �jCEN FILMDA BL"NO CODE V. FNeTrioan• Zone)
<br />- 1/4. 9 CF TA -GRIP A40MM AS MANUFACTURED BY TRU-FART OORPOWLflON
<br />N0, 44187 Y &J" a =a AC 20 CAGE GALVANZEO STEEL STORM PPM AL
<br />ELI) MMJM EMBEDMENT OF TAPCON AND DIM ELCO PANELMATES AND CF TAP -GRIP ANCHOR, NM THE CONCREE
<br />BLM UNIT SMALL BE 1 1/4'.
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<br />INTO STUCCO SHALL BE PERMITTED 1/r 0-2O SCfE1M5 USED SMALL BE 1 1/2' U M MINIMUM SHOULD STUCCO
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<br />SECTION 4
<br />SME 3/8-1-
<br />E.D. = EDGE OISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS 8 & 4)
<br />NOTE FOR omawM Q -SIMM
<br />TOP & BOTTOM MOUNTINGS CAN BE
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<br />SECTIONS S R 5 ACTION 7 I
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<br />R NEW t' WIDE x VAMES x 1/8• % NOTE FOR CDMBNATION OF SECTIONS,
<br />N.W. TUBE OR 1' x VANES
<br />.T. WOW PLATE SPACER j TOP & BOTTOM ,M OU nNCS CAN BE
<br />iRACIC ENE Ate I COMBINED N AM WAY TO SUIT ANY CASE E (PLAN)
<br />INSTALLATION. SCALE 3/16.1•
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<br />FLORiDA BUILDING CODE V•loc Ihtrricon• Zom)
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<br />6'
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<br />N/A
<br />N/A
<br />a'
<br />N/A
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<br />N/A
<br />8'
<br />11/A
<br />2 ('Rpp)
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<br />11/A
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<br />N/A
<br />6'
<br />N/A
<br />8'
<br />tl/A
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<br />N/A
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<br />N/A
<br />PIMA
<br />N/A
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<br />N/A
<br />a•
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<br />B'
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<br />6•
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<br />INSTALIATK)�l DETAILS FOR REGULAR PANELS Cti do �1J�
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<br />WA
<br />N/A
<br />6'
<br />t1/A
<br />6'
<br />N/A
<br />•'
<br />N/A
<br />WA
<br />N/A
<br />1 (TOP)
<br />8•
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />IR'
<br />8'
<br />fr
<br />N/A
<br />WA
<br />1 (80170Y)
<br />6•
<br />N/A
<br />N/A
<br />FI/A
<br />6'
<br />N/A
<br />6'
<br />WA
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />2 (TORN
<br />-
<br />(i
<br />N/A
<br />N/A
<br />N/A
<br />s'
<br />N/A
<br />5'
<br />N/A
<br />6'
<br />N/A
<br />WA
<br />N/A
<br />2 (BOTTOM)
<br />65.5, -72A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />tl/A
<br />N/A
<br />3 & 4 (TOP)
<br />>Y-6- TO 6'-6'
<br />OR LESS
<br />g•
<br />4,
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />B.
<br />6'
<br />6'
<br />B'
<br />N/A
<br />N/A
<br />3 (160TTOMQ
<br />6'
<br />N/A
<br />N/A
<br />WA
<br />g'
<br />N/A
<br />g'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />g'
<br />4'
<br />N/A
<br />N/A
<br />(i
<br />g"
<br />ar
<br />g'
<br />6•
<br />g`
<br />WA
<br />WA
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />g 1/4'
<br />12 1/2'
<br />6 1/4'
<br />B t/4'
<br />6 1/4'
<br />6 1/4'
<br />B 1/4'
<br />N/A
<br />N/A
<br />5 {TOP/gOf1OY)
<br />_Aa �
<br />N/A
<br />N/A
<br />12 1/2'
<br />g 1/4'
<br />12 1/2'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />• 1/$
<br />6 //4'
<br />N/A
<br />1MjA
<br />6 (•TOP/BOFTOM),
<br />-8' NCR tt'-2'
<br />SSA, -72A
<br />1//A
<br />N/A
<br />6 1/4'
<br />1//A
<br />6 t/4-
<br />N/A
<br />6 1/4`
<br />6 1/4'
<br />6 1/4'
<br />g 1/4'
<br />N/A
<br />N/A
<br />B (TOP/DOTFQM)
<br />-g' 7O If-2-
<br />MIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />N/A
<br />6 1/4'
<br />6 1/4'
<br />6 1/4"
<br />g ,/4'
<br />t g, 10 (TOP)
<br />_�
<br />6'
<br />4"
<br />N/A
<br />WA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />6'
<br />6 1/4-
<br />6 tJ4'
<br />B �
<br />12'�' � IiS3
<br />� LESS
<br />g'
<br />1'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />4"
<br />Ni
<br />g //4'
<br />8 tj4'
<br />9 (BOTfOMIQ
<br />NJA
<br />N/A
<br />N/A
<br />11/A
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<br />6 1/4'
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