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<br />SEE NDTES i. 3. 4 I I I I I i SEE NOTES 2, 3, 4
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<br />EZ1/18,
<br />EZi W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(!) SYSTEM (t)
<br />.`\ SCALE: 3/32'=1"
<br />I/.- MO.. GAP
<br />SECTION A -A
<br />SCALE: 3/32'=1'
<br />atENGINEERING
<br />ENGINEERING EXPRESS®
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number. 17869.1 - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer: All American Shutters and Glass
<br />Manufacturer Address: 1540 Donne Road
<br />West Patin Beach. FL 33409
<br />Product Name & Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Ruts Chapter
<br />81G20-3.DD5. FA.C., for statewide acceptance per Method 1(d). The product noted above has been
<br />tested and/or evaluated as summarized herein to stow compliance with the Florida Building Code
<br />Seventh Ed1bon (2020) and is, for the purpose intended. at West equivalent to that required by the Code.
<br />Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or
<br />fevislors.
<br />Substantiating Data:
<br />• P�T�ALUATII
<br />EX drawing SM31543 titled'24ga Galvanized Steel Storm Panels (HVHZ & Non-FNHZ)', sheets 1-5,
<br />prepared by Engineering Express, signed & sealed by Frank Bennardo, P.E. Is an integral part of this
<br />Evaluation Report.
<br />• TEST REPORTS
<br />Uniform static structural performance has been tested In accordance with TAS 202 test standards per test
<br />report(s) SST-ASG-17 1 Sleckwater Testing, Inc.
<br />floc(() _pp by ng.
<br />Large missile impact resistance and cyclic loading performance has been tested In accordance with TAS
<br />201 and TAS 203 test standards per test report(s) SOT-ASG-17-001 by Bleckwater Testing. Inc.
<br />• STRUCTURAL Ef40iNEERING CALCULATIONS
<br />Structural engineering colcu18tions have been prepared which evaluate the product !lased on
<br />comparative and/or rational anslyuls to queW the following design craena:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(866) 396-9999
<br />TEAM NG INEE RANGE xPRE55. Cc IN
<br />ENGINEERINGEXPRESS.COM
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<br />* 'LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES :
<br />(1) DEFINMON OF SERIES 2000: E-Z HANG STORM PANEL SYSTEM
<br />CONSISTING Of PANEL + Cont. TRACKS TOP & BOTTOM.
<br />(21 END PANELS SHALL ALWT BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR (� SHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3), IF END PANELS ARE CONNECTED '0 BOTTOM TRACK. CONNECTION
<br />1/4.0 4' ' WIN SHALL CONSISTOF 20.3 M.S W 7 8•f.3 32 G
<br />NUT OR 1/4'0,3/4' Min THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR MT FLANGES OF END PANEL.
<br />(4), IN CASE THAT END PANELS ARE N07 CONNECTED TO BOTTOM
<br />TRACK Ue, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF
<br />. PANEL$ TO BCTTOM TRACK IIAY OCCUR A? ANY PANEL LOUTgN.
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 m.p.h.
<br />IV ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used in the design of this product.
<br />Separation from glazing is not required for installations outside of wind zone 4 and essential fadtlaes.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and is
<br />accounted for in the engineering design of this product.
<br />WWnd Load Resistance
<br />This product has been designed to resist wind bads as indicated in the span schedula(s) on the
<br />respective Product Evaluation Document 9.e. engineering drawing).
<br />Installation
<br />This product shall be Installed in strict compliance with gs respective Product Evaluation Document (i.e.
<br />pr pi espectiv
<br />engneenng drawing), along with ell components noted therein.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations B Conditions of Use:
<br />Use of this product shag be in strict accordance with the respective Product Evaluation Document (i.e.
<br />engineering drawing) as noted herein.
<br />All supporting host structures shag be designed to resist all superimposed loads and shag be of a material
<br />listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />in this product's respective anchor schedule shall be designed for on a site-spedlic basis by a registered
<br />professional engineer.
<br />All components which are permanently installed shag be protected against corrosion, contamination, and
<br />other such damage at sit times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />Frank Bennafdo,PE
<br />ENGINEERING EXPRESS*
<br />#PE0046549;Cm .Auth 9885
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM @ ENG INEERINGEX►RESS. CON
<br />ENGINEERINGExPREss.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL CI)
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />_ E7t1571W,
<br />CO.T/Pf TAPCON
<br />CONCRETE BLOCK F ANCHOR • 12*O.C.
<br />REAUIRED. l'
<br />f
<br />1/4'e TAPOON 114.1• HEX HEAD TFK WOOD KMEp .,'. �•.- its l' 11E)1 IIFM TUX
<br />'' -^
<br />ANCHOR • 12' D.C.j� ^ SCREW •,�/4' FROM RECLAIMED I'I .-� e,3/t' FTEOM
<br />EDGE OF 1V I �`yL•y/l EDGE OF(6'
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<br />'�•� - -„ -- 9i aOLT5 wA5j
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<br />nFA 0 I -. 1/2• I�e�/�Q R I 1/2'
<br />II T'
<br />Jr -SEPARATION -
<br />TO C1Au { 3AWMMW
<br />G1ASS "B POP =�-TO GLASS. 1 t iL1WWUY POP
<br />I RNET
<br />n _ _ T
<br />RQ wwDnawAr N � - _..... - ) PANEL LENGTH is f 1�'- -� - -.__.. -_ I PANEL LEMGiN *
<br />uf[ITSw �
<br />i
<br />i-- - 4`_-_
<br />g
<br />R 1' Min.
<br />:-$EPARATIO/1 I j•^SEPARIMITION-- I-�J/4'I-20.2• SOx
<br />M t0 Gl/L55. i - O TO 1 THIAIBSCREW
<br />50% p GLA55. Oi 1•
<br />4'e-20.2• OF 'L' N I
<br />1C UMBSCPEW )
<br />1
<br />E.D
<br />1/2, {�
<br />. .... 7 L - 1j4'a TAPCCN ANCHOR
<br />.,2. O.C,
<br />1/4•0 TAPGON �% E[7c5T i' 2-.4' WOOD
<br />ANCHOR • 12' 0 C //FAXn�ICREiEPOURED
<br />OR PRI:OUMED
<br />' CONCRETE BLACK -__-
<br />RECEIVED) '
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION EZi ALURNATPIE EZ1W
<br />SCALE 3/8-1" SCALE 3/8-1-
<br />pnN..NN.
<br />FLORIDA BUILDING CODE (Non High Velocity Hut icons Zone)
<br />' * MIN. PANEL LENGTH = 0.441 = ozmo nLTEDO, NC. .,.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BE 2'-6' * �• * •: 24 GAGE GALVANIZED STEEL STORY PANEL oWeN er
<br />PRESSURE RATING +/- 40.0 p.f.f. AND 6'-0' MAX �'-•' 'L ECO IMe. PANEL LENGTH. % •o' STATE OE' GLOBAL PROTECTION PRODUCTS, LLC.
<br />WOOD 90,i: f10Rt0T' '� 4e s, �T o a
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: , 2c7 TMJJT a EMBi1 iq CO.VAM
<br />a. -Z eroOa n y,E. OAYIt. FL ivt4
<br />MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC (�' G 20-175
<br />/ A�.,A S10 .. • PDM 01-,MDR-. 0 I n1_,y, Iavre: lsa.)sro-Tw. rAx: ft6.)te►nn
<br />DENSITY OF 0.55 OR EQUAL Daeew NR
<br />�rt.nHIMMl G-ORO&71e ��'
<br />1LME/MII w4r[R A nun r.. PE ,u m'd WRn ,e Or ,e
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<br />ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE 9P Ly
<br />4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: L SCHEDULES �e
<br />WIDTH UNLIMITED
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PE0.
<br />(PERP. 70 PANE35PAN)�
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE ( .
<br />GOVERNING CODE. PRESSURE REOVIREME 7 A D I �y 4wI
<br />TOP NKXIM (CORN 1609 OF
<br />D IN ACCORDANCE G CO E SHALL
<br />7 AND CHAPTER y
<br />TYPE AS REQ'D) SECTIONS 1G09 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />CA EQQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />OPTIONAL /.'-20 STITCH A iSE URE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />BOLTS WITh WASHERED ASSEMBLY AS SHOWN,
<br />WINGNUTS FASTENED LID
<br />OVERLAPS 0 MIDSPAN (USE GENERAL NOTES: m w L� APPROPRIATE SPAN TABLE) 11ER('
<br />S" 1, THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN '; OI
<br />t = ACCORDANCE WITH THE RNUIREMENTS OF THE FLORIDA BUILDING CODE 'tr O W
<br />PLAN VIEW SEVENTH EDITION (2020) FOR USE INSIDE AND OUTSIDE OF THE HVHZ, PER 1 'a 0
<br />TAS 20L EDT AND D3TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />y a AND CONFOR14TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />u < iil r APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE (n
<br />i A9_
<br />ADOITIONALSITE-SPECIFIC SEALEDENGINEERING.
<br />2NO 33-I/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />DESIGNOFTHISSYSTEM.
<br />3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN T5 USED SHALL BE RESPONSIBLE LDFOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICHSHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.1{ORDER TO DEVIATE FROM LOApS, DEPLECTTONS, OR SPANSCONTAINEDBOTTOM MDUNT HEREIN. CONTACTTHIS ENGINEER FDA ALTERNSA SPAN CALCULATIONS AS
<br />NAYeE REQUIRED(CIX.N 1D \ 5THESq"I" DETAILEDHEREINISG[MERLCANDOO[5HOTPRWID[REQINFORMATIONFOP ASPECIFICSITETHECONDIT10N5 DETAILED HEREIN, ALICENSEDENGINEEROR REGISTEREDMAYBEATARCHITECT SNNIPREPARE 9 SPKIFIC D°CUMENIS FM USE tN tt ey[
<br />B. BOTTOM CONJUNCTION WOTI THIS DOCUMENT E q
<br />6. DESIGN PRES5URE5 NDTED HEREIN ARE BASED ON MAXIMUM TESTED a ` ■
<br />r 1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BVA 1,5 SAFETY FACTOR.
<br />7. ALL FASTENERS TO BE rr�TT OR GREATER SAE GRADES UNLESS NOTED g 3=
<br />1 NT. S. ELEVATION OTHERWISE, FASTENERS SHALLB E CADMION-PLATED OR OTHERWISE ZL9, F
<br />CORROSION -RESISTANT MATE RIAL AND SHALL COMPLY WITH"SIVFICA71ONS f-
<br />FOR ALUMINUM STRUCTURES' SECTION 1.3 BY THE ALUMINUM A�OCIATION. Q Y{
<br />INC.: R ANY APPLICABLE FEDERAL. STATE, AND/OR LOCAL CODES.
<br />TOP MOUNT e. ALL STORM PANELS SMALL BE 24GA STEEL. ta0.024'. "7
<br />LTAX C - R. STORM PANELS SDCOATNKS WITH A.14t.0 l5TRUCTURAI UALITY
<br />cave TYPE Q
<br />STEEL. GRIT ALUMINUM
<br />MII[0 EXTRUSIONS
<br />SHALL
<br />A E605M M F -48.1 NISI. W
<br />AS RE 'D
<br />(SPAN ABOVE r
<br />Q )
<br />STRUCTION) 10. ALL ALU MFIVM EXTRUSIONS SHALL BE 606}T6 ALUMINUM ALLOY,
<br />UNLESS NOTED OTHERWISE. Q
<br />JI. TOP B BOTTOM DETAILS SHO3VN MAY B[ INttgC HANGED AS FI[LO
<br />BOTTOM CONDITIONS DLCTATE. PANELS MAYBE MOUNTED VERTICALLY OR
<br />HORIIONTALLY AS APPLICABLE.
<br />WMT
<br />I2. CONCRETE ANCHORS NOTED HEREIN ALL CONCRETE
<br />EMBEDDED TO D
<br />o (CORN D MANUFACTURECONCRETEONLY. INSTALL ALL CONCRETE AMCH00.5 PE0. Q
<br />G AS ny�•p) MANUFACTURERS CONTRACTOR
<br />RECOMMENDATIONS.
<br />N O 19. THE CONTRACTOR L RESPONSIBLE O INSULATE E IROTECTALL rE,
<br />Bit MEMBERS FROM DISSIMILARD HERE TO TO DATES SELECTROLYSIS. ® S
<br />U 14. ENGINEER SEAL AFFIXED HERE A VALIDATES TOR, at. DESIGN AS -DESTRUCTION SHOWN ONLY USE E THIS SPECIFICATION EN N ER CONTRACTOR, PLL C ST EL y p y
<br />C (LOCATION MAY VARY) INDCMNI G L A SAVES HARMLESS TE F ENGINEER ING ALL COST B DANAGF.S
<br />W D{CLUDIHG LEGAL FEES a APPELLATE FEES RESULTING FROM MATERIAL
<br />> TOP MOUNT FABRICATION, SYSTEM ERECTION, &CONEY UCTION PRACTICES BEYOND THAT ■■ t 1
<br />WHICH IS GLLCO FOR BY LOCAL, STATE, A FEDERAL CODES &FROM e !t 15 if I7
<br />{CGNN TYPE oeVIATIOnS OF This PUN.
<br />AS REQ'D) L 1s. EXCEPTAS % AELY PROVIDED HEREIN, NO ADOf170NAL is, CG01
<br />TIONE OR AFFIRMATIONS ARE INTENDED.
<br />1fi ALTERATIONS. ADDIRONS, OR QTMER MARKINGS TOTNCS DDCUMENT p
<br />ARE NOT PERMITTECI AND MALIOATE THIS C[RTIFICATIOH Xe
<br />1mAX ] 7. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL e
<br />BOTTOM MOUNT (LPN DER EVERY 3.a FEET. CONTAINING THE FOLLOWING INFORMATION' Y
<br />(SPAN BELOW C
<br />TYPE AS REQ'D) WESAMERICAN T PALM BEACH, SHUTTERS AND GLASS
<br />OBSTRUCTION)
<br />OPTIONAL 4 20 STITCH TAS 201. TAS 20Z e. TAS 203
<br />PANELS MAY BE NOTCHED AS REQIJI0.ED, BOLTS WITH WASHEREp FLORIDA PRODUCT APPRWAL NUMBER .>p1'aanRww awNlzaFF
<br />PROVIDED THAT CONNECT]CPS AND WINGNUTS FASTENED 0 ZO-31543
<br />ANCHORS ARE USED WHICH SATISFY OVERLAPS Q MI DSPAN (USE
<br />SPANS ABOVE a BELOW OBSTRUCTION, OVERLAPS
<br />PAN TABLEJ
<br />APPROPRIATE
<br />S
<br />VISIT E•CALC.10131613 $J�
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS Me � ]
<br />- 1 N.T.S. ELEVATION Lur!orwLrtANn,asortn•aclrcn ClLlll
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM �GLASS
<br />FACILITIES)
<br />(WHZ, WIND ZONE 4 a ESSENIIAEFACIL
<br />-
<br />MAXIMUM
<br />DESIGN
<br />ALLOWABLE
<br />INSTALLATIONS LESS INSTALLATIONS GREATER
<br />PRESSURE
<br />SPAN) tm
<br />1
<br />THAN M ABOVE GRADE THAN 30'ABOVE GRADE
<br />PST
<br />1 )
<br />/ 30
<br />13001
<br />606 n 1 Ile
<br />- 35
<br />-
<br />]3004
<br />- _- ,.__. -. _
<br />606'n Slit n
<br />I
<br />-
<br />13001n_-_
<br />606in 2161n
<br />d
<br />/ 5
<br />1300
<br />_•
<br />606 216
<br />/ 50
<br />1 30 O In
<br />6 O6 7 16
<br />/55
<br />]06.61n
<br />608 n2.35
<br />•/'6O
<br />83.2
<br />_ _ _ -
<br />6.09 n �_ 2 53
<br />/
<br />s9 a
<br />_
<br />6 1,2 n
<br />612 Ir 2 901n
<br />IGN LOAD R 6 PANEL FASTENER SPACING TO
<br />SASTER 5 0
<br />a
<br />TERMINI MAXIMUM ALLOWABLE STORM PANEL
<br />AN. SCHEDULE 15 ACCEPTABLE FOR USE WITH
<br />RIVE LOADS THAN OR AL TO
<br />S LESS E13u
<br />'PANEL
<br />A ^uAE DESIGN LOADS.
<br />PANEL FASTENERS ARE STUDS USED IN
<br />INJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />'-TRACK, STUDDED ANGLE, ETC.). USE 6.25
<br />;. PANEL FASTENER SPACING TABLE VALUES POI
<br />.'H"- AND 'U' HEADERS (INCLUDING BUILD OU
<br />NDITIDNs
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN I
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />•H. He4AM
<br />0•
<br />0•
<br />P
<br />I 2r
<br />24-
<br />25-
<br />2r
<br />2r
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<br />I 2r
<br />23'
<br />2C
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<br />0'
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<br />23"
<br />21F
<br />2.4 a V H4ader
<br />0'
<br />P
<br />0'
<br />23'
<br />2r
<br />25"
<br />22•
<br />2r
<br />(r
<br />x
<br />2S
<br />21F
<br />7O
<br />Ssasw
<br />2r
<br />2r
<br />2r
<br />IT'
<br />30'
<br />31•
<br />„'
<br />2r
<br />30•
<br />it*
<br />sr
<br />a/tlout•r T,..k
<br />2r
<br />x
<br />24'
<br />3V
<br />4T
<br />5fT
<br />21T'
<br />4a'
<br />24'
<br />4C
<br />90'
<br />i
<br />T,.a
<br />2r
<br />25"
<br />26
<br />3,'
<br />S0'
<br />W
<br />Bar
<br />ti0'
<br />31'
<br />%'
<br />'
<br />Bun W
<br />7Y
<br />2Y
<br />2Y
<br />11•
<br />2B'
<br />30'
<br />it.
<br />2P
<br />21
<br />2r
<br />tP
<br />3,'
<br />Direct Mount
<br />2r
<br />x
<br />2r
<br />3T
<br />48'
<br />50•
<br />29'
<br />40'
<br />24'
<br />4r
<br />So'
<br />Sr
<br />'U• Heeeu
<br />IF
<br />P
<br />0'
<br />Zr
<br />2r
<br />25'
<br />2Y
<br />N
<br />0'
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<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS O L2. 5' O.C.
<br />ONE
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<br />NOTES: ANCHOR R N :
<br />C O S
<br />1. ANCHOR SCHEDULE APPLIES 70 ALL PRODUCTS HEREIN,T Y CERTIFIED BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMU
<br />M ALLOWABLE SPANS AND PRESSURES INDICATED I D
<br />IN SPAN SCHEDULE SMALL APPLY.
<br />2. ENTERANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, & ANCHOR TYPE. SELECT DE52GN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF fUNNKTION TYPE).
<br />3. "PANEL FASTENERS" ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("F-TRACK, STUDDED ANGLE, ETC.I. USE 6.25.O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL 'T'- AND "U'-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />S.
<br />HOLLOW BLACK HOST 5TRUCTURE 5HALL CONFORM TO A5TM C90 BLOCK.
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, F011M, BRSCK, ANO OTHH2 WALL
<br />FI N[S APES. YJALL FINISHES SHALL BE LIMITED TD L/L" MAX OR SHALL fir YE0.1fIE0 BY DTHE0.5 TO
<br />0.DEQUP.TELY TRANSFER L00.D5 TO HOST STRUCTURE.
<br />0. CONCRETE ANLFIOR. NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />L0. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SM4LL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD (`/.' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE" G-0.55 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAD,
<br />1 L. REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL -POINTS SOI1D-SET B BRASS BUSHING
<br />12 MACHRNE SCREWS SHALL HAVE I/2- MINIMUM ENGAGEMENT OF TREADS INTO THE BASE
<br />ANOIOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U. NO
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES,
<br />14. 1111111 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />L5. * DIRECT MOUNTING CONDITIONS.
<br />16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LI5TED ON
<br />THIS SHEET,
<br />9
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<br />SHEET NO.
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<br />1.5
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