|
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<br />.
<br />�,j :
<br />GENERAL NOTES: SERIES 670 NON -IMPACT SLIDING GLASS DOOR
<br />•
<br />1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) - — -
<br />Gi - (1) LITE OF 3/118" TEMPERED GLASS. J C' ja
<br />G1A - (1) LITE OF 114" TEMPERED GLASS. 6. f.
<br />r J
<br />GZ -1" INSULATING GLASS: (1) LITE OF 3/16" TEMPERED GLASS + 518"AIR SPACE + (1) LITE OF 3l16" TEMPERED GLASS.
<br />G2A - 1" INSULATING GLASS: (i) LITE OF 1/4" TEMPERED GLASS+ 1/2" AIR SPACE + (i) L1TE OF 1/4" TEMPERED GLASS.
<br />2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. --
<br />'
<br />B. POSITIVE DESIGN LOADS - I E GN L DS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
<br />'rWITH
<br />3. NC A HORAGE: THE 33 1 3° / h STRESS INCREASE
<br />CR HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS INCLUDING B LIMITED
<br />N N BUT NOT ITED TO STEEL SCREWS
<br />THAT COME INTO CONTACT OTHER DISSIMIL
<br />AR LAR MATERIALS SHALL E OF T MEET THE REQUIREMENTS HE FLORIDA BUILDING ODE FO R GC R
<br />NOA
<br />DRAWING ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 14. - P MAP
<br />4. SHUTTERS ARE REQUIRED. SHEET
<br />5. INSTALLATIONS SCREWS, WS FRAME AND P NE A L CORNERS TO BE SEALED
<br />S LE WITH NARROWJOINT SEALANT.
<br />J TNT GENERAL NOTES..'
<br />8. REFERENCES: TEST REPORTS F -
<br />RT TL 6979 FTL-5894 T -
<br />F L 6002 FTL•6034 FTL 3 -60 5 DATED 0 7/09,
<br />8/0 QUALIFIED CONF G.
<br />I I -0
<br />.2
<br />ELCO TEXTRO N NOA: 0 •0426.01 03-0 6.0 I
<br />7 22 5, AN3 /AF&PA NDS-2006 FOR W000 CONSTRUCTION AND ADM-2006 ALUMINUM DESIGN MANUAL GLAZING DETAILS..... 5
<br />.5
<br />7,THIS PRODUCT HAS BEEN DESIGNED D GNED & TESTED TO COMPLY 7 CO Y WITH THE RE E FLORIDA BUILDING REQUIREMENTS OF THE LOR CODE INCLUDING THE HIGH
<br />. ANCHORAGE ..............: .4
<br />61
<br />1.
<br />VELOCITY HURRICANE ZONE (HVHZ). DESIGN PRESSURES 6-8
<br />'
<br />.......
<br />8. DOOR SIZES MUST BE VERIFIED 1
<br />FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDAFLORIbA BUILDING CODE, AS APPLICABLE. ELEVATIONS 14-15
<br />.....................
<br />9. CONFIGURATIONS:
<br />O RATIONS: EE T -
<br />S OP TABLES (SHEETS
<br />( T 8.8) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4), CONFIGURATIONS.... 16 -
<br />'
<br />..
<br />D.L.O WIDTH a PANEL WIDTH - 7" - - - VERT. SECTIONS....... ,.17
<br />D.L.O. HEIGHT PANEL HEIGHT - 8.25" HORIZ, SECTIONS...,..,. 18-19
<br />. PARTS LIST , 20
<br />. EXTRUSIONS .....21-22
<br />NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS 12.14•
<br />.
<br />1, FOR CONCRETE
<br />C TE APPLICATIONS IN MI -DADE COUNTY, USE ONLYAMI IA I-NTYAPPROVEDELCOI/ "O 6!18" UL7RAC0N )E
<br />-
<br />SCREWS OR 1/4" ELCO SS4 CRETE-FLEX SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
<br />• ~
<br />IN,
<br />5).
<br />2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G1/4" ELCO S84 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 0%"vcr REVISED
<br />-
<br />3. WOOD BUCKS DEPICTED AS ix ARE LESS THAN 1 V2" TWCK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD 40 nee.Pbl•1 wiA Ill. "..fla
<br />- '- _
<br />-,
<br />BUCK DE T
<br />S PIC ED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. swelift Cod'
<br />BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, A Nip - Ns /1 / / •/
<br />�7s
<br />1.
<br />tplT./fw
<br />4, FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T6 AND A MINIMUM OF 1/6" THHICK, THE ALUMINUM STRUCTURAL
<br />MEMBER SHALL ,
<br />L BE OF Z A SIZE TO PROVIDE FULL !, RO SUPPORT T D R O THE DOOR F H RAMS SIMILAR TO THAT SHOWN IN THE DETAILS USING � WOOD
<br />ETA 2x BUCKS, THE ANCHORS ��"'"���M'�
<br />SHALL B
<br />H L E #12
<br />SHEET E e METAL SCREWS S
<br />R W WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES
<br />USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS, 6-8, FOR ANCHOR TYPE 4 ARE ACCEPTABLE.
<br />6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 8400 PSI MIN„ (DONE BY -
<br />OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MU6T FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR
<br />LOAD TO SUBSTRATE. I . F SUBSTRATE 16 WOO
<br />D. OD 30# FELTP PAPER OR MASTIC I M TI S REQUIRED BETWEEN H GROUT D WOOD
<br />THE AN 00 SUBSTRATE O R AS APPROVED BY THE
<br />7.
<br />AUTHORITY HAVING JURISDICTION.
<br />ncn cow o ofa . n mum m m. •n n mum • ganq equ nm.np
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<br />9.0.d CMU .8.enau 2101.2.2A2.nd
<br />RNO d the FED. .
<br />I)en"Itlone:
<br />Emb.. Embedment
<br />do ere We e a • In
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<br />Mln.. MiMmlrm a In... M n, Ed `\\` �.( 4Y�N,M/<7�,/, .
<br />.12 o9d areal t �, „ ,2,,0 •�GENSF' •. R
<br />CONCRETE SCREWS STRENGTHS: EIc9 Crote{ px 9q 1 3/8" 1" �^ ��•. ' \ ,�
<br />Fy MIN, KSI UNLESS OTHIFA sE NOTED - No 65105
<br />Fu MIN, - 177 IoSl * :'
<br />i a-
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<br />JJ. fawn R D Feo2olocoDElxwT - °""a'"` %-a '• OE 8-1 Z`
<br />107078CNMOLOGYORIVE _ GENERAL NOTES AND MAP %"po`' F \oil • O
<br />BMC a7RIVf0 C PeRMWf0ADSG MMENre NOKOMIs, FL Sb27E /p. :, ',Cr' .,, LOR ..••��;:
<br />S L \
<br />SERE U S aR - SERIES 670 ALUM. SGD -
<br />m osornd B NON -!MP 1 A \ PER MNMIOlIDE CMIM ACT �, ON EN78 P.0. S 1328 I
<br />4X
<br />J + ! �/ , C.1.' N Rm I
<br />NOK n OM19 R 90a + 7
<br />A. LYrlf� iAILLER, P.E.
<br />SMC Dd175lOT - — sa17B70 NTS PGT0001 D PES 68705
<br />APPROVED CONFIGURATIONS: .
<br />SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE,
<br />SHTS.?-9 SHTS. 7-9 SHTS. 7-9 c o
<br />z
<br />_ r\4 ' _. i - r\ l -- i -�\� I
<br />I I 1
<br />I ,
<br />SEE i SEE i SEE I
<br />/ $ P �
<br />TABLE lSri DP / / 'g i DP / / / dol
<br />/ ��I TABLE /<ml TABLE / / Nl
<br />SHTS. / �� SHTS.. / / T ��gl SHTS. / / / �I-�
<br />I
<br />7-9 ' � _i 7-9 0 m� I 7-9 �l
<br />m j m
<br />I
<br />1
<br />il "i"i
<br />xp xo, ox, xx, oxa, oxx, xxo, xxx, ,
<br />SEE D.P. TABLE, XXp OXXp, XXXp
<br />'-
<br />I'll, Min.
<br />P+1odk lAtrohp 7.ntlon)
<br />P+k.k aundne Ad -PI., lAnohor Bh.er)
<br />Concrete
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<br />Concrete
<br />roel•d CMU
<br />r1'W
<br />I
<br />S
<br />!
<br />TA
<br />SH
<br />7
<br />DoP
<br />SHTS. 7-9
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<br />1-9
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<br />Concrete Strength Requirements
<br />Type
<br />I CIe.
<br />I to'
<br />Elao Ultraoon
<br />114"
<br />2761 1I
<br />tJ1E"
<br />6p.I
<br />Elco Crefo•Ftex SS4
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<br />3380,nf
<br />90°.CORNER
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<br />I X
<br />-----J f
<br />\r - \"r--
<br />oxxo, xxxo, oxxx, xxxx, ,
<br />'
<br />CORNER TYP.
<br />xx POCKET TYP.
<br />xx ,
<br />p � '
<br />POCKET DOORS:
<br />ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING
<br />DETAIL "S" OR "T" INSTALLATION. EXAMPLE:
<br />XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXP. OXXX IN POCKET
<br />CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL.
<br />X SIGNIFIES OPERABLE PANEL, O SIGNIFIES INOPERABLE PANEL.
<br />R
<br />.\`\y \vN ... `',
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<br />QUALIFIED CONFIGURATIONS
<br />- -13 " 5,ASc o?' . (3
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<br />' �/.`''' •.... •.. •• �/ `
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<br />P,EA 58705
<br />sM0
<br />&WIVA?
<br />I.10.10
<br />C
<br />PER MIAMI 17AVECOMMENTB
<br />I.k
<br />SERIES 670 ALUM. SGD - NON -IMPACT
<br />-
<br />"SMC
<br />Owl/10
<br />*"'
<br />B
<br />PERMWp OAOECOMMENTS -
<br />8P'
<br />sMC
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<br />SEE D.P. TABLE,
<br />S
<br />TA
<br />S
<br />7
<br />\,r ----- ,
<br />J '.r-----j
<br />oxxxo, xxxxo, oxxxx, XXXXX,
<br />xxxxxp
<br />SEE 90° CORNER EXAMPLE AND POCKET
<br />DOOR NOTE ON SHEET 2
<br />CFF n P TARL_E.
<br />S
<br />TA
<br />S
<br />7
<br />DBLE
<br />HTS.
<br />SHTS, 7-9 1
<br />D
<br />_J
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<br />l-9
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<br />`"T------I
<br />r\r ----- j
<br />oxxxxo, xxxxxo, oxxxxx, xxxxxx. ,
<br />xxxxxxp , i
<br />APPROVED CONFIGURATIONS
<br />oN°!. K
<br />J,c' .fnnlnr n"D 71oclrwGETHrssNEEr - -r ----� QUALIFIED CONFIGURATIONS
<br />71..ia Ra f070TECHNOLOOYORNE 14
<br />sA/c avtafo C PER MNMI DIOE WAIAffNTS - NOKOMla FL 34276 SERIES 670 ALUM. SGD - NON -IMPACT
<br />0` ' A"*""a P.O. BOX 1W
<br />9AfC-OLW/n0 B PERMIAMI DADE PONMENTS �� -` •.isrbet e°!1. .Meth.
<br />_W. N. - 57-_W . ,aa - NOKOMrs, Px Steil SGD570 NTS PGT0001
<br />SMC O&V&V9 - _ -- - -
<br />DP
<br />HTS.
<br />SHTS. 7-9
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<br />I P.E.'',FSSIONN '
<br />A. LYN✓ JL�RP.E.# 58706
<br />NOTES: 1. SEE SHT, 19 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL
<br />DETAIL'CC', SHY, 2i�_ ,f DETAIL'06', SHT, 21 HEIGHT AND WIDTH. PLEASE SEE SHTS. 20-22 FOR SECTION DETAILS AND SHTS. 6-17 FOR ANCHORAGE DETAILS,
<br />H = NOM. PANEL WIDTH - = OM PANEL HEIGHT - 8.25"
<br />' 1 2, DLO WIDTH I TH 7" DLO HEIGHT N A L H T
<br />/ J
<br />1 / �-' - 3. (1) LOCK (ITEMS 70 & 107.110)AT EACH LOCICSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR
<br />DETAIL'FF', SHT. 21, DETAII'V', SHT. 20,
<br />t DETAIL'EE', T. "' ASTRAGAL
<br />ANCHORAGE DETAIL IN & ANCHORAGE
<br />ANCHORAGE DETAILS'N' 4. PLEASE SEE APPLICABLE ASTRAGAL &INTERLOCK COMBINATIONS PER DP TABLES.
<br />'P', SHT. 16 DETAILS W
<br />&'P', SHT. 18 - DETAIL'V', SHY. 20, -
<br />&'C', SHY 15y - ------- -
<br />^tom- ANCHORAGE DETAILS 'A'
<br />PANEL
<br />PANEL
<br />PANEL
<br />PANEL
<br />TYPE
<br />TYPE
<br />TYPE
<br />TYPE
<br />'R'
<br />'L'
<br />,D,
<br />W
<br />M
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<br />O
<br />NOTE
<br />TAB
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<br />( r
<br />ETAIL'EE' SH
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<br />A 1 11 11
<br />11
<br />- PANEL PANEL
<br />PANEL ,
<br />PANEL , A
<br />I 11 1 IL u l ANCHORAGE GE DETA S N'
<br />1
<br />,
<br />AN H RA
<br />1 I TYPE TYPE
<br />11 l TYPE TYPE
<br />P
<br />1 &'P' SHY. 16 11 I I , 1 I ,
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<br />TA
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<br />ii II 1 i 3
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<br />DETAIL'U', SHT. 20,
<br />EE FRAME & G DETAILS'E'
<br />S ANCHORAGE E A
<br />E -XX 2 TRACK
<br />X X-90° CORN R
<br />DETAII'U', SHT. 20,
<br />ANCHORAGE DETAILS'E'
<br />HORIZONTAL SECTION A -A
<br />PANEL CORNER OXXX (2 TRACK) &'G', SHT. 15
<br />90°OUTSIDE CORNER) - EXAMPLE
<br />&'G', SHT. 16
<br />CONSTRUCTION
<br />EXAMPLE
<br />DETAILS SHY.
<br />' S T. 21
<br />DETAIL'BB H
<br />DETAIL'CC', SFfT. 21N,L
<br />DETAIL 6 @' SHT. 21
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<br />% E
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<br />DETAIL'HH', SHT. 27,
<br />DETAIL Z' T. 1 SH 2
<br />RePlnttw D1w.
<br />//
<br />I 21
<br />DE L D
<br />TA
<br />ETAI S' ANCHORAGE DETAILS'S' & T'
<br />ANCHORAGE D L Q
<br />&'R', SHY. 16 SHY. 18, 'MM' &'Nth', SHY. 17
<br />D T ILS' '
<br />NC O GE E A M
<br />A H RA
<br />&'O', SHT, 18
<br />ANCHORAGE DETAILS'I'
<br />&'J', SHT. 16
<br />M � n Ja
<br />Mid Read
<br />2D ANCHORAGE
<br />' OETAIL'X SHT.
<br />M
<br />S
<br />TA
<br />TAB
<br />DETAILS & D SHT. 15
<br />-----
<br />HAX'
<br />DPE
<br />/
<br />PANEL
<br />PANEL
<br />PANEL
<br />PANEL
<br />1
<br />I
<br />TYPE
<br />TYPE
<br />TYPE
<br />TYPE
<br />'R'
<br />L
<br />'M'
<br />'F'
<br />I
<br />POCKET
<br />�
<br />�
<br />�
<br />�
<br />$EPARATE`
<br />PANEL
<br />PANEL
<br />PANEL
<br />PANEL
<br />TYPE
<br />TYPE
<br />TYPE
<br />TYPE
<br />M.
<br />F'
<br />IF,
<br />W
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<br />x
<br />X
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<br />P
<br />LES
<br />1111II
<br />NIN
<br />1 i \xy WY .
<br />1 DETAIL'Y', SHT, 20, ����•'�\GENSE �'
<br />XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' Q
<br />OXXXp
<br />(3 TRACK RIGHT POCKET)
<br />DETAIL'W', SHT. 21,f ~
<br />EXAMPLE SHT. is & L', SHT, 16
<br />_ it j IJo. 58705
<br />EXAMPLE
<br />ANCHORAGEDETAILS'F'
<br />_ ' 0,-
<br />'' �„ W-
<br />&'M, SHT. 15
<br />II
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<br />NO CTNNaE7N18 SHEET
<br />1070 TECHNOI. OG4275
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<br />_�
<br />EXAM PLE ELEVATION S
<br />0 O,
<br />: ,� LOR .
<br />," C� `
<br />—S 'we
<br />a.Y1Nf0
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<br />PER MGIAII DADE COMMENTS
<br />NDKDMIB, n 34270
<br />�.
<br />me
<br />/, SS'/ , `
<br />'III„ON?1"
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<br />SER/ES 670ALUM. SG_D -HON-IMPACT
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<br />1'ER MWNTOAOE COAfMPN7E
<br />P.o.BoxfE2a
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<br />e.,l�rra . ."+.' 'N•wN.
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<br />A. LYNN MILLER. P.E.
<br />ay
<br />$MC
<br />0&g75A78
<br />R.II
<br />�'
<br />sOM70 NT: PGT0001
<br />D
<br />P.E.#59706
<br />DESIGN PRESSURE AND ANCHORAGE- NO REINF _ STANDARD STILE - STANDARD ASTRAGAL. HD 90 DEG. CORNER STILE
<br />> HEAD& SILL (H88) INTERLOCK ST'RAnHr & CORNERASTRAGAL CLUSTER PLUS INTUVEUATEANCHORQTY. PER PANEL H & S.
<br />,JAMB ANCHOR CITY.. & RHDOK ANCHOR QTY.
<br />Anchor Types:
<br />3116" TOWERED (Mono. & LG.U.) 1) "1/4" ELCO ULTRACON (FORMERLY TAPCON)
<br />GMSTYPE 01 &M 2) "114" S84 CRETE-FLEX
<br />114" Te4IPERED(Mono. & I.G.U.) 3) "5116" ULTRACON
<br />cuss TYPE: G1A & G2A 4) V12 STEEL SCREW (G5)
<br />" SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1.
<br />UNIT HEIGHT
<br />80 84 W 98
<br />U
<br />6
<br />V
<br />$0
<br />qq
<br />p
<br />�I
<br />0
<br />Z
<br />O
<br />O
<br />V
<br />O
<br />99
<br />p
<br />�1
<br />s
<br />o
<br />NOM, PANEL
<br />PRAMS SIDE
<br />3
<br />V
<br />O
<br />V
<br />3
<br />WIDTH
<br />N
<br />'-
<br />0
<br />Nf
<br />,{
<br />N
<br />N
<br />-
<br />`�
<br />,,,
<br /><
<br />fV
<br />N
<br />•-
<br />M
<br /><
<br />N
<br />.
<br />"I
<br />v
<br />A
<br />•Y
<br />N
<br />G TYPE-Gt, 1/{G2,G A
<br />+90 -127.1
<br />+90 .120.0
<br />+90 •110.8
<br />+90 -i02.9
<br />p
<br />Has
<br />C3+1
<br />C3+1
<br />C4+1
<br />C3+1
<br />C3+1
<br />C4+1
<br />C3+1
<br />C +1
<br />C4+1
<br />C3+1
<br />C3+1
<br />C4+1
<br />24
<br />JAMB
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />0
<br />10
<br />10
<br />10
<br />10
<br />/0
<br />dt
<br />P-HOOK
<br />7
<br />1
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />GLASS
<br />E-G1,G1A, 2A
<br />+90 -ioe.3
<br />+90 A00.2
<br />+90 -02.2
<br />+86.3 -85.3
<br />H&S
<br />03f1
<br />C3+1
<br />CA+1
<br />C3+1
<br />C3+1
<br />C4+1
<br />C3+1
<br />C3+1
<br />G4+1
<br />C3+1
<br />C3+1
<br />C4+1
<br />30
<br />JAMB
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />p-HOOK
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />T
<br />7
<br />7
<br />LASS TYPE
<br />- 61, Gt/� 2, G2A
<br />+90 -92.9
<br />+87.3 •87.3
<br />+80 -BO.D
<br />+73.8 -73.8
<br />t2
<br />Has
<br />03+1
<br />C3+1
<br />C4+2
<br />C3+1
<br />C3+1
<br />C4+2
<br />C3+1
<br />C3+1
<br />C4+1
<br />C3+1
<br />C3+1
<br />C4+1
<br />36
<br />4°
<br />JAMB
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />1D
<br />10
<br />10
<br />10
<br />10
<br />P-HOOK
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />T
<br />7
<br />7
<br />GLASS
<br />E • Gi, GIA, G2, G2
<br />+8$,7. -83.7
<br />+78A .78.4
<br />+71.8 -71.6
<br />+66.8 -66.6
<br />Has
<br />C3+1
<br />C3+1
<br />C4+2
<br />C3+1
<br />C3+1
<br />C4+2
<br />C3+1
<br />C3+1
<br />C4+2
<br />C3+1
<br />C3t1
<br />C4+2
<br />42
<br />5
<br />JPMB
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />P-HOOK
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />k
<br />G 5TYPE-G1,G1AG2.
<br />G2A
<br />+77.1 -77,1
<br />+72 •71.0
<br />+65.6 -65.5
<br />+60 -60.0
<br />«
<br />Has
<br />C3+1
<br />C3+1
<br />C4+2
<br />C3+1
<br />C3+1
<br />C4+2
<br />C3+1
<br />C3+1
<br />C4+2
<br />C4+1
<br />C4+1
<br />C4+2
<br />48
<br />JAMB
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />1D
<br />10
<br />10
<br />P-HOOK
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />STANDARD ASTRAGAL
<br />STANDARD STILES
<br />81
<br />118 DLO WIDTH = NOM, PANEL WIDTH _ 7"
<br />DLO HEIGHT = NOM. PANEL HEIGHT - 8.25-
<br />NEXT. 119
<br />90" OUTSIDE HD CORNER
<br />k'i4O.0UCr H .-I". kll
<br />�.."I'l°gwho.,!P,°.,.,, q
<br />.efdlbc Cnd. /
<br />A.Oep,'. c fi.1�
<br />14 N N b
<br />Rt"
<br />90° INSIDE HD CORNER
<br />HD = HEAVY DUTY
<br />1, POSITIVE PRESSURES IN TABLE
<br />ARE BASED ON THE
<br />F E
<br />USE O TH
<br />4" SILL.
<br />WHEN
<br />USING
<br />THE 3
<br />114" SILL
<br />= EXAMPLE ON SHEET 9
<br />O
<br />OH LENGTH
<br />N
<br />2. WHEN USING THE 2 1/2 SILL, POSITIVE DP IS 46.67 PSF MAX AND
<br />POSITIVE OP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1C ON THIS
<br />SHEET.
<br />3. 4", 3 1/4" AND 2 112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 112"
<br />SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.
<br />POSITIVE DESIGN PRESSURES SHOWN IN TABLE to MAY BE USED WHEN THE DOOR IS
<br />PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE
<br />ADJACENT DIAGRAM);
<br />IT S NOT R FILTRATION.
<br />THIS CONDITION I N RATED FOR WATER IN
<br />4. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION.
<br />5 DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS,
<br />TABLE
<br />SILL HT. VS POS, DP
<br />SILL RSEF63HT
<br />(+)DMIGNLOAD
<br />uSH i-vr
<br />WA
<br />LOW 2-52"
<br />+ge.el PSF
<br />D 3-11,P
<br />-WE—
<br />+60.0 PSF
<br />HIGH 4"
<br />+90.0 PSF
<br />SEE NOTES 1-3
<br />OVERHANG.
<br />OH LENGTH
<br />OH
<br />OH HEIGHT
<br />I I I
<br />HEIGHT
<br />EQUAL TO 1
<br />\� \�ONN LYNN ,y//7'/i,,
<br />F�
<br />00If OR GREATER
<br />•. \ GENSF '' ,
<br />t
<br />61
<br />1 �_�
<br />* %
<br />= * .,* No. 58705 -
<br />SEE NOTE 3
<br />= �y . a
<br />- '. V
<br />`-O 11 1) W;
<br />"moo
<br />41
<br />'-�(''.
<br />Jc
<br />ra117fr
<br />O
<br />NO GMNGE THIS SHEET
<br />PER MIMII DAOF COMMENTS
<br />YDRIVE
<br />S
<br />NOKOM FL 342 5
<br />al�;
<br />DP AND ANCHORAGE
<br />FLAO,\f070TECHNOLOG
<br />\\7
<br />,P,O,Box1520
<br />SERIES 670 AL SGD - NON -IMPACT
<br />PER MW41 DADE COMMENRI
<br />NOKOM/3, FL 91271
<br />>�•N•*�*. o'-'.�
<br />I
<br />,`s/ORB
<br />A.LYNN MILi��, P.E.
<br />�•
<br />SMC
<br />by
<br />fill/D7
<br />L N
<br />----
<br />s.-, NTS PGT0001
<br />D
<br />P.E.# 58705
<br />DE$IGNPRESSUREANDANCHORAGE-NOREINFORCEMENT- STANDARDSTILE -STANDARD ASTRAGAL
<br />TABLEIB.
<br />- HD 90 DEG. CORNER STILES
<br />> WAD & SILL (HAS) INTERLOCK, STRAIGHT
<br />&
<br />CORNER
<br />ASTRAGAL CLUSTER
<br />PLUS
<br />ANCHOR CITY. PER PANEL H & S,
<br />> JAMB ANCHOR CITY., & RHOOK ANCHOR CITY.
<br />Anchor Types:
<br />3116"TEMPERED (Mono.&I. G.U.)
<br />1) "1/4" ELCO ULTRACON (FORMERLY
<br />TAPCON)
<br />GLASS TYPE GI & G2
<br />2) ^1/4" SS4 CRETE-FLEX
<br />1/4" TEMPFRED(Wrio. & I.G.U.)
<br />3) '5/16" ULTRACON
<br />GLASS TYPE GIA & 02A
<br />4) '#12 STEEL SCREW (G5)
<br />" SEE ANCHORAGE NOTES 1
<br />& 2 ON
<br />SHEET
<br />1.
<br />UNITHEIGHT
<br />80
<br />84
<br />90
<br />96
<br />�¢j
<br />y0y
<br />U
<br />0
<br />p
<br />NOM. PANEL
<br />FRAME SIDE
<br />0
<br />O
<br />Z
<br />5
<br />O
<br />Q
<br />z
<br />Qp
<br />S
<br />0
<br />0
<br />0
<br />0
<br />z
<br />WIDTH
<br />U
<br />N
<br />"-
<br />N
<br />N
<br />"-
<br />V
<br />N
<br />IN!
<br />,�,
<br />V
<br />N
<br />N
<br />•-
<br />�,
<br />y'
<br />N
<br />GLASS —TYPE -G7,G1AG2,GZA
<br />+T2,5
<br />72.5
<br />+67.4
<br />87.4
<br />+81 $1,0
<br />+54.7
<br />54.7
<br />Has
<br />C3+2
<br />G3+2
<br />C4+2
<br />C3+2
<br />C3+2
<br />C5+3
<br />C3+1
<br />C3+1
<br />C4+2
<br />C3+1
<br />C3+1
<br />C4+2
<br />54
<br />JAMB
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />P-HOOK
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />6
<br />6
<br />7
<br />GLASS TYPE Gi,GtAG2,G2A
<br />+69.1
<br />•69A
<br />+64
<br />-64.0
<br />+67.6 -67.6
<br />+60.0
<br />-50.6
<br />H&S
<br />C3+2
<br />C3+2
<br />C4+3
<br />C3+2
<br />C3+2
<br />'C5+3
<br />C3+2
<br />C3+2
<br />C4+2
<br />63+1
<br />C3+1
<br />C4+2
<br />80
<br />JAMB
<br />;
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10
<br />10,
<br />10
<br />P-HOOK
<br />T
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />7
<br />6
<br />6
<br />7
<br />1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL.
<br />2. WHEN USING THE 2 112" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3
<br />114" SILL POSITIVE DP IS 60.0 MAX, (NEGATIVE PRESSURES UNCHANGED). SEE
<br />TABLE IC ON THIS SHEET,
<br />3. 2 10", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
<br />THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS
<br />NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1B MAYBE USED
<br />WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA
<br />BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR
<br />WATER INFILTRATION.
<br />4. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT
<br />INFORMATION.
<br />5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
<br />R-Oer r: R.wur
<br />J.d fell/lf D NO CHANGE THIS SH91 r
<br />R«fYlar 1070 TECHNOLOGY ORNE
<br />SMC me/I& C PERMIAMILNOECOMMENTS NOKOMIS, FL 3427E _
<br />K P.O. BOX f5n
<br />SMC 0.Lefn0 B PER MIMfI WIDE CQMM&D8 NOKOMIti, FL 31271
<br />Ia,nw eP na•
<br />SMC OB/05478
<br />TABLE 10.
<br />ILL HT: POS, P
<br />SILL POSE HEIW
<br />(+) DESIGN LOAD
<br />FLUSH - 1-112"
<br />WA
<br />LOW - 2.112"
<br />+46.B7 PSF
<br />MED - 3-1/4"
<br />+ 60.0 PSF
<br />HIGH - 4"
<br />90 0 PSF
<br />SEE
<br />DLO WIDTH = NOM. PANEL WIDTH - r
<br />DLO HEIGHT = NOM. PANEL HEIGHT - 8.25"
<br />STANDARD ASTRAGAL
<br />STANDARD STILES
<br />INT,
<br />a,
<br />1.
<br />tie --I
<br />HD = HEAVY DUTY
<br />EXT. 119
<br />90° OUTSIDE HD CORNER
<br />g, 118 rWDUCT KCVISEp
<br />aewnP+r N; mth Ike Fh,,i&
<br />INT: .A.•. Militate
<br />H r
<br />+
<br />NOTES
<br />90' INSIDE HD CORNER
<br />1-3
<br />(� OH LENGTH I
<br />I
<br />OVERHANG
<br />OH LENGTH
<br />-
<br />OH OH HEIGHT
<br />HEIGHT
<br />jr EQUALT01
<br />8 OR GREATER
<br />O
<br />SEE NOTE 3
<br />`\,\\\ VVNN MI(/FTT/,
<br />y .. • ., R
<br />��O?.•�\�ENSF , I-
<br />h:
<br />- e ., No SBToy _
<br />_ * i 1n -
<br />_ • �'
<br />OP AND ANCHORAGE
<br />vial' r2C
<br />l AP ' .. (51 PIE Op `
<br />�. . : FLOP C>
<br />cFSSIONP� �; 1
<br />A. LVII(•1 �1ILL`P.E.
<br />P.E.# 58T0S
<br />-
<br />SERIES 670 ALUM. SGD -NON-IMPACT
<br />.i..f.lw: R,.t r' •l.Ka Rrv:
<br />SGD670 NTS PGT0001 D
<br />2 1/16" O,C. 2x WOOD SUCK TYP., SEE ANCHOR NOTE 3, SHT. 1
<br />SEE CHART, SHY. 1 CONCRETE
<br />SEE CHART, SHT. 1
<br />1" MIN.
<br />E,D, TYP.
<br />1" MIN.
<br />2 Vie" O.C.
<br />2 1116" O,C:
<br />TYP.
<br />2 ill 6" O.C. TYP
<br />_
<br />E.D. TYP.
<br />TYP. 'r,
<br />• `.
<br />�''�t.
<br />, .. ):
<br />11
<br />EXT,1.
<br />EXT.
<br />- --
<br />' ?. •,
<br />! : S`"
<br />SEE CHART
<br />1. ;.r, :
<br />— 1
<br />L
<br />—
<br />1 3/8"MIN. �
<br />13/8"MIN. `4"
<br />''.-, " ,. t
<br />SHT.1
<br />L
<br />!.'
<br />. t'
<br />' :.
<br />C7
<br />1/4' r
<br />'7WOOD
<br />1!4"
<br />EX
<br />r
<br />MAX. J
<br />' -MAX,
<br />1/4" r
<br />J
<br />1/4"
<br />MAX. J
<br />SHIM
<br />SHIM
<br />H M
<br />1
<br />MAX.
<br />SHIM EXT.
<br />ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. SHIM
<br />DETAIL A, 2-TRACK FRAME HEAD DETAIL B 3-TRACK FRAME HEAD CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.,
<br />SEE CHART SHY. 1
<br />E HEAD
<br />D INSTALLATION HEAD DETAIL D 3-TRACK FRAM A
<br />W00 E 1 2-TRACK FRAME A
<br />WOOD INSTALLATION D TALC,
<br />N T LLATIO
<br />2x WOOD BUCK TYP. CONCRETE INSTALLATION CONCRETE I S A N
<br />S 1 ,
<br />. SEE ANCHOR NOTE 2 HT.
<br />D ANCHOR TYP., , WOO A C T N ,
<br />SEE ANCHOR
<br />1 WOOD BUCK TYP.
<br />SEE ANCH.NOTE 3, X
<br />NOTE 5 SHT. 1
<br />SHT. 1 2 ,/18" O C: TYP SEE ANCHOR NOTE 3, SHT. 1
<br />/4 MAX.
<br />SEEANCHOR
<br />SEE ANCHOR
<br />NOTE 5 SHT. 1
<br />NOTE 5 SHT. 1
<br />• •'+
<br />(1/4" MAX.)
<br />(1/4" MAX.) ONCRETE
<br />EXT, r
<br />1 318" MIN. EXT.
<br />- 1 f
<br />]--
<br />-
<br />21/16"
<br />1"MIN
<br />T
<br />13/8"MIN,
<br />- T
<br />., ' K
<br />`.1,� i :..". •i''
<br />SEE CHART
<br />O.C. TYP.
<br />E D,
<br />,
<br />.,,
<br />S T. 1 H
<br />TYP. 2x WOOD BUCK 2 1/1B"
<br />1"ntIN EXT
<br />I
<br />..t
<br />A •. ..
<br />•
<br />- -
<br />DETAIL E. 2-TRACK FRAME SILL TYP., -
<br />E.O., -�-I SEE CHART, SHT. 1
<br />O.C., TYP.
<br />W000 INSTALLATION SEE ANCHOR
<br />rn' DETAIL G 2-TRACK FRAME SILL
<br />FRAME SILL
<br />DETAIL F 3-TRACK RA
<br />7E 3 SHT 1 NO INSTALLATION CONCRET E INSTALLET O
<br />- WOOD INSTALLAT ON
<br />morn u Is
<br />LT Y rw
<br />in w11k t P1.[de+
<br />h e be
<br />CONCRETE ANCHOR TYP.,
<br />SEE ANCHOR SEE ANCHOR NOTE 1, SHT. 1
<br />-
<br />2 1/16" O C TYP 1" MIN
<br />E.D.,
<br />ft
<br />A.ltule Cod.
<br />�N
<br />NOTE 5 SHT. 1
<br />TYP.
<br />a
<br />(1/4" MAX:) ONCRETE�
<br />1— I
<br />1 3/8" MIN.
<br />T- `.t•a;�.•..
<br />SEE CHART
<br />EXT.
<br />E j
<br />EXT.
<br />—
<br />, A '
<br />r ;:i-S
<br />SHT. 1
<br />.
<br />.).
<br />• • •
<br />NOTE Z SHT. 1
<br />D CHOR TYP. SEE ANCHOR O WOO AN
<br />.
<br />2 1/16�I
<br />DETAIL 14-TRACK FRAME HEAP
<br />O.C. TY P V•.--
<br />SEE CHART, SHT.
<br />1 WOOD INSTALLATION
<br />0 A
<br />DETAIL H 3-TRACK FRAME SILL
<br />2x WOOD BUCK TYP.,
<br />CONCRETE CONCRETE INSTALLATION
<br />SEE NOTE 3, SHT. i WOOD ANCHOR TYP.,
<br />SEE CHART, SHY. 1 ������
<br />��,."�,
<br />�
<br />SEE ANCHOR NOTE 2,
<br />SEE ANCHOR SHT. 1
<br />:•,1..•,:.:,.,.,., ;d. .•,•.,",•,
<br />.'
<br />NOTE 5,SHT. I
<br />;t', -
<br />•
<br />•,,mot•
<br />;• I ': '+,7, `'
<br />:•i
<br />SEE CHART (1/4"MAX.)
<br />w
<br />I
<br />T}
<br />11111/
<br />EXT
<br />—
<br />1 3/8" MIN.
<br />I
<br />'-
<br />\\\ VYNN M/(/ �/,
<br />F
<br />' .
<br />1" MIN
<br />�
<br />,- ... �\ NSE
<br />. ir,
<br />'
<br />2 1116' O.C., TYP,
<br />ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1�
<br />EXT 2 1118I O.C., TYP. _
<br />--- E•D^
<br />�';'
<br />56705 -
<br />CONCRETE
<br />DETAIL J, 4-TRACK FRAME HEAD
<br />DETAIL K. 4-TRACK FRAME SILL TYP.
<br />140
<br />_ 'k ; �t
<br />* -
<br />CONCRETE INSTALLATION
<br />WOOD INSTALLATION
<br />= W
<br />= C4 . I11t1 W=
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<br />PERM
<br />LY4Wof THIS SIfEET
<br />fAMl DADE M
<br />CO__ ENTB
<br />} CIWOLCK+ Y DRIVE
<br />070 TE
<br />A9 f13427d NOKOM
<br />'�
<br />--�____
<br />`
<br />�.
<br />ANCHORAGE DETAILS
<br />wes
<br />_ N-i PACT
<br />SER IES6TOALUM SGD NO M
<br />T '• ..
<br />'/ F ,
<br />�, S �.
<br />I S P ION
<br />SAIL•
<br />I 0
<br />O1a n
<br />5;
<br />E PER
<br />MNAf/DADB COMMENTS
<br />_ ........_.__
<br />P.O. BQ X L 342
<br />NOKOMI8, FL 34171
<br />__
<br />_
<br />6wWA.xYt •»or ow+e w
<br />, n I 1 , ,,,.
<br />A. LYNN MILER P E,
<br />SUC
<br />oamsro9
<br />SOD870 NT: PGT0001 D
<br />P.E.#68705 -
<br />CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 ONCRETE _ SEE CHART
<br />2 1/16" O.C., TYP. SHT. 1 -
<br />1/4" MAX. SHIM 2.04"
<br />SEE ANCHOR 1/4"MAX. SHIM -- I; _ I .--T
<br />OTE 5, SHT. 1 - SEE CHART EXT. i SEE CHART i I\\ .
<br />(114" MAX.) - SHT. 1 )k(•.'; SEE CHART EXT. ` l SHT. 1 / 1
<br />1 ' .;'l I. SHT. 1 r
<br />L. - CONCRETE .
<br />,, ,�7 .,Y T y, , I. '- ANCHOR 1, r• I 2 1/16" 14.051"
<br />',/ .t ," .+"••,•,S••,' 21/18" T P., ', / MIN.
<br />re. '', . \ 4�. d :,' -,; W.. 1. Y SEE a O.C., TYP. \
<br />(. ./, - •,,•I;.. •., L•..•.,},.".v""T'-i tr, O.C., TYP. ' .•.,:r ANCHOR A \ ' O,C.
<br />EXT. '
<br />SEE CHART, SHT 1 NOTE 1, 3.5 -
<br />SHT.1 "''''�
<br />DETAIL L 4-TRACK FRAME SILL A:.,., ;.! TYPICAL JAMB CLUSTER FOR DETAILS
<br />CONCRETE INSTALLATION CONCRETE
<br />i M. N,O P,q&R
<br />ANCHOR A
<br />1 3!8"MIN. TYP., SEE I.", ,ASONRY DETAIL P 2-TRACK FRAME JAMB
<br />1` MIN. -'''( 1 3/8"MIN. ANCHOR + CONCRETE INSTALLATION
<br />/4" MAX. SHIM --�-i 114"MAX. SHIM -^I F--- NOTE 1, '"0'
<br />EXT. I EXT. II SHT.1 "'
<br />WOOD WOOD 1" +•' .•t' SEE CHART SHY. 1
<br />ANCHOR :t •`,:•
<br />TYP., SEE ANCHOR MIN. 114" MAX. SHIM ---1
<br />ANCHOR TYP., SEEI. '' '' EXT. I I I ,,,
<br />NOTE 2, ANCHOR CONCRETE
<br />NOTE 2, 2 1116" DETAIL O. 4-TRACK FRAME JAMB •57•,'ei . SEE CHART
<br />O,C., TYP. CONCRETE INSTALLATION ANCHOR SHT, 1
<br />::•: t i'
<br />SHT, 1 SHT. 1 TYP., SEE ",
<br />2X WOOD 1 3/8" MIN. ANCHOR
<br />BUC{G 1/4"MAX• SHIM NOTE 1,
<br />SEE EX SHY r. 21/16"
<br />ANCHOR O.C., TYP.
<br />NOTE 3, 1" MIN. 9., i' ; " rROOucT Ier:v,sEo
<br />2 1/16" DETAIL N 2-TRACK FRAME JAM@ ....plPI,I" It.lb. lio"11r,
<br />SHY, WOODIN5TALLATION :e;:i' 1r1dm1c.f.
<br />O.C.,TYP. AMrr....N. //-l0/.4•l%
<br />Z;/,;Z��,
<br />a
<br />WOOD 0 \'•;,ANCHOR 2XWOOD BUCK TYP„ SEE - SEE ANCHOR 1 `4., llae'
<br />ANCHOR NOTE3,SHT,1 ""ASONRY
<br />NOTE 2, 2 1/16 DETAIL R 3-TRACK FRAME JAMB -
<br />DETAIL M, 4-TRACK FRAME JAMB O,C., TYP, CONCRETE INSTALLATION
<br />WOOD INSTALLATION WOOD FRAMING SHT. 1
<br />SEE CHART, SHT. 1
<br />HOOK MOUNTING ADAPTOR 'r— — 1 3/8" MIN.T P-HOOK MOUNTING ADAPTOR
<br />NCHORS LOCATED MID -SPAN I L� ANCHORS LOCATED MID -SPAN -
<br />BETWEEN P-HOOK . F1 BETWEEN P-HOOK
<br />INSTALLATION ANCHORS DETAIL Q, 3-TRACK FRAME JAMB 'tt•, '� INSTALLATION ANCHORS
<br />WOOD INSTALLATION ^',:J ,i •e,,,r' , ..lam �CONCRETEIMASONRY .
<br />I, ,
<br />(GROUTED BLO
<br />CK ONLY
<br />j."
<br />S�
<br />1 3/4" MIN. 'a SE CH T E AR
<br />1' MIN. 1 1/4"" ,`j `; SHT.1
<br />I +': '
<br />1 E.D. .
<br />O D ANC OR -
<br />uunn/
<br />W O H
<br />_ SEE ANCHOR NOTE 2, SHT, 1. SEE ANCHOR NOTE 2, SHT. 1. .\\N \V .. I 1,. 6[ '/,
<br />t ANCHOR QTY. FROM TABLES EXT. ANCHOR QTY. FROM TABLES \1 O, ENSE
<br />2.693"MIN. - ":... N\G * �I
<br />to to 3B, SHTS. 6-11 PERTAIN 1A to 3B, SHTS. 6-11 PERTAIN
<br />EXT. TO THIS ANCHOR LOCATION, _ Q :' ,p5 =
<br />8
<br />TO THIS ANCHOR LOCATION, _ 5
<br />2.693" MIN. _ -K : No. •''. _
<br />DETAIL S, P-HOOK DETAIL L P-HOOK is L t_
<br />WOOD INSTALLATION CONCRETE INSTALLATION = a• c IW It W =
<br />R�Ja mfnl wo NOcrlvrcE7HAS9HEEi _ p' S1p1EOP.:,C9Z
<br />R,HW'r� 1D7B7Ec1iNaoorDRrvE - ANCHORAGE DETAILS :; p0'.•.,. FLO1?\°., a -
<br />- SMC 0.VIN/0 C PER MMM1 DADE COMMENTS NOKOMIS, PL 3127E n"'
<br />j� SERIES 670 ALUM. SGD - NON -IMPACT 11 '�/FSSION P\',\\.
<br />S OVUM a PER MMMI awr COMMENTS - AOL BOX 1109 f _till
<br />-
<br />a.RnO,: Nk n"„. HOKOMI9, FL 34274 -- It k "'"l'r. — A. LYNN MILLER, PE,
<br />SMC 0&4754'79 - SOD870 NTS PGT0001 0 P.E.# 56705
<br />FWOOD FRAMING
<br />1 318'MIN, P-HOOK MOUNTING ADAPTOR SEE CHART, SHT. 1 ONCRETE 1 MASONRY
<br />P-HOOK MOUNTING ANCHORS LOCATED MID -SPAN (GROUTED BLOCK ONLY)
<br />ADAPTOR ANCHORS BETWEEN P-HOOK 1 •'' '•"'i,r,, "';'+: t `,''','''-' 'A -
<br />LOCATED MID -SPAN— INSTALLATION ANCHORS , , ' .- I "
<br />BETWEEN P-HOOK A,`" } 6l, " A. y
<br />INSTALLATION ANCHORS _ S ' t "' • •� ' '',*r •,L},,,*:. '� '
<br />SEE CHART,
<br />1 3/4" MIN. 1 1l4� t n I:' SHT. 1
<br />1" MIN. ¢ ; • ,: r
<br />_ -� E.D.
<br />TYP. "IWOOD ANCHORetniSEE •ANCHOR NOTE 2, SHT. 1.
<br />SEE ANCHOR NOTE 2, SHT, 1. ANCHOR QTY. FROM TABLES
<br />ANCHOR QTY. FROM SABLES 7A to 3B, SHTS. 6-11 PERTAIN
<br />IA to 3B, SHTS. 6-11 PERTAIN TO THIS ANCHOR LOCATION,
<br />TO THIS ANCHOR LOCATION,
<br />2.693" MIN. 2,593" MIN.
<br />DETAIL MM, P-HOOK FOR BOX RISER DETAIL NN, P-HOOK FOR BOX RISER
<br />WOOD INSTALLATION CONCRETE INSTALLATION
<br />rltouucr NEVIS"
<br />""#?jt'Y with Ik"Coot. Pt.rn..
<br />DETAIL'V', SHT, 20, #10 X 1,50" A.,. — .4- 0/ ,/%
<br />__=, �,�ANCHORAGEDETAILS'A' PHSMS �+rIr
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<br />DETAIL N&.W
<br />ETAIL'EE', SHY. 21, #8 X 1.00"
<br />ANCHORAGE DETAILS'N' PH SMS (OPTIONAL)
<br />( &'P', SHT. 16
<br />DETAIL'BB', SHT. 21
<br />I1 I,I EXT.
<br />�DETAIL'U',
<br />DETAIL KK, SHT, 22
<br />DLO WIDTH = NOM. PANEL WIDTH - 7"
<br />SHY. 20,
<br />I1 I 1111 I
<br />DLO HEIGHT = NOM, PANEL HEIGHT - 8.25" -
<br />ANCHORAGE DETAILS
<br />&'G', SHT. 15
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<br />V.(NN I. I? 4,
<br />`\\y .
<br />XX-90° CORN ER-XX (2 TRACK INSIDE 90' CORNER)
<br />INT. 1
<br />FRAME CORNER
<br />o`''' ENSE •.• * I-
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<br />'SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES
<br />` DETAIL
<br />' ? J
<br />5g105
<br />N 0
<br />HORIZONTAL SECTION 8-B
<br />- * ; iSr* W
<br />-
<br />. Ct1}`I4 z
<br />D
<br />NocxwoE7rESBREEr
<br />- -
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<br />ANCHORAGE DETAILS/SAMPLE ELEVATION
<br />''�T•Q SFLOP�`�`
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<br />�1,
<br />CE."S
<br />MfAMlDADECOAL11Bn8
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<br />SERIES ALUM.SGD-NON-IMPACT-
<br />��.5'S^ION P�
<br />PERMIAMlMDECD,tIMENi3
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<br />fL 342T1
<br />-__ .
<br />1rfR6 e»k'»"`°7.
<br />SG0870 NTS PGroDo1 D
<br />LYNN MILLER, P.E.
<br />P.E.#58705 -
<br />1.
<br />MiAMI'DAUE
<br />M
<br />1HiAM - IAD D E COUNTY Z[� N
<br />A
<br />PRODUCT CONTROL SEC IO Z
<br />D ' T N Ill' EPART MENT OF PERMITTING, V Z C, EN IHONME T AND REG
<br />ULATORY GLJLAT'ORY I1 R0,5 SW 26 Street, Room 208 r�i 119 ITI
<br />19
<br />AFFAIRS (PERA) Miami, Florida 33175-2474 111 fTl
<br />BOARD AN
<br />D CODE ADMINISTRATION DIVISIOhV T (78b) 315-2590 F (786) 315-2599 , y W Q
<br />NOTICE OF ACCEPTANCE N' I o 0
<br />t
<br />OA
<br />WW1Y .In lami dad G ' C E T/I1C1'a/
<br />. __
<br />PGT Industries Z _ 0 0 O
<br />1070 Technology Drive, . I In p tU
<br />_j
<br />[i f
<br />Nokomis, -Ih• o s Tl. 342 75
<br />rot r.t0 .
<br />SCOPE:
<br />P Ql• "- I
<br />Thi N
<br />U
<br />s OA is ,
<br />being ' issued � ,ss d un
<br />der
<br />t he applicable � N g pp i able rules and regulations governing the use of constr. W
<br />The g on materials. In
<br />h documentation su
<br />bmitted e tt d has
<br />been
<br />I eviev'r�d and
<br />acc
<br />epted p
<br />c e td b Miami -Dade
<br />P Cout I• --I m
<br />Y t PE RA -
<br />Product t3' Coittr 1 o
<br />U
<br />Section t Q o be used i n Miami Dade
<br />a e County an
<br />d other areas ywhere al
<br />lowed by the Authority Having Jurisdiction � - O
<br />AHJ . tq
<br />( ) CWC
<br />. Z G L1
<br />This NO
<br />A A shall not be valid after the expiration date stated below. The Miatni-Da de County Product Control tL
<br />Section
<br />o (In Miami Dade County) and/or the A1B,I (in areas other than Miami Dade C u o n reserve the ri I tT �') rt to 0
<br />have g
<br />la a tI11S prod
<br />uct or material
<br />1 tested
<br />st d r fo quality
<br />aft .' a Q P ter assurance r` �u at c to purposes. oses. If this U product
<br />P dt t o >-
<br />rP r Material mtu . a] fail
<br />s
<br />P s to perf
<br />orm '
<br />P
<br />f m r`
<br />the ace r
<br />accepted manner, the rlianufactm'er will incur the expense of such testing and the AHJ may immediately Q W O
<br />revoke, modify, or suspend the use of such product or material within theirjurisdiction. Y Y Z (1) N
<br />J sd,ction. PERA reserves the right Q 01
<br />to revoke this acce tape ' e t it f t is determined
<br />m ne d• 1'1Y�.Ifl '- m
<br />, ml P Dad e Count
<br />y Product
<br />ut Control Se ti tYSe
<br />ction that tl' this pr
<br />oduct
<br />t or
<br />P � .. N
<br />material fails to meet the requirements of the Brtlpl��.able building code. N .
<br />1
<br />This product I„ approved as described PIb herein, said Has been designed to comply with the Florida Building Code, z Z N
<br />including the High Velocity Hurricane Zone. W Ul m I,•
<br />DESCRIPTION: Series "SGD-670" Aluminnlunll Sliding Glass Doors w/ goo corners -N UI
<br />I
<br />Ill -
<br />U
<br />APPROVA
<br />L DOCU
<br />MENT: DrawingNo P�T'IIt001 e N -
<br />R V C .i W titled "Series
<br />Series 67 0 I3. . P Alu
<br />m SGD-NI", NI"; sheets 1 LL
<br />through 25 of 25, prepared by manufacturer, doitecl108-05-07 and last revised on on 10/11/11, signed and sealed by 0
<br />Lynn Miller, P.E., bearing the Miami -Dade County Product Cotitrol Revision stamp with the Notice of
<br />Acceptance number and expiration date by the' Miami -Dade County Product Control Section. .
<br />MISSILE IMPACT RATING: None: Appllioveld Hurricane Protection devices, complying w/ rBC, as
<br />applicable are required,
<br />Limitations: Y
<br />1. All 90 degree corners (inside oT outside) Stiles require Heavy Duty Stiles.
<br />2. See tables in sheets 6 through 11 of this approoved drawing set Car applicable SGD unit sizes, design _
<br />pressures, standard or heavy duty stiles, glass types, sill riser and anchors requirements,
<br />3. Egress operable doors must comply With miin clear width per FBC, as applicable,
<br />RENEWAL of this NOA shall be considered after a renewal application has been filed
<br />d and there has been no
<br />Change in the applicable building code negatively affecting the performance of this product.
<br />1.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
<br />materials,
<br />pals, use, and/or manufacture of the product car process. Misuse of this NOA as an endorsement of any
<br />product, for sales, advertising or any other purposes shall. automatically terminate this NOA. Failure to comply
<br />With arty section of this NOA shall be cause for ter,imination and removal of NOA.
<br />AD'VI RTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
<br />the expiration date may be displayed in advetiising: literature. If any portion of the NOA is displayed, then it shall '
<br />be done in its entirety. •
<br />INSPECTION: A copy of this entire NOA shrill be provided to the user by the manufacturer or its distributors
<br />and shall be available for inspection at the job ,- to at tlic request of the Building Official
<br />This NOA revises NOA # 09-0826.13 and cornsists of this page 1 and evidence pages E-1, aS well as approval
<br />document mentioned above, ..
<br />The submitted documentation was reviewed by Ishaq 1. Chanda, P.E, ' - ,.
<br />NOA No 11-1018.17
<br />MtAMIoUNTY Expiration Date: April 07, 2015
<br />lf.`" ' ' Approval Date: December Of, 2011 '
<br />"1111111111111111111-\\� Page 1
<br />PGT Industries
<br />NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
<br />A. DRAWINGS
<br />1. Manufacturer's die drawings and sections (transferred .from file # 09-0826.13).
<br />2• Drawing NO.PGT000I Rev C, titled "Series 670 H.P. Alum SGD-NI", sheets I through 25 of
<br />25, prepared by ntanufactul zr, diated 08-05-07 and last revised on on 10/11/I 1, signed and
<br />sealed by LytTn Miller, PI.i.
<br />B. TESTS (transferred from file # 09-0326,13)
<br />1. Test report on 1) Air Iliffltration Test, per FBC, TAS 202-94
<br />2) Uniform Static Air Pressure Test, per FBC, TAS '02-94
<br />3) Water Resistance Test, per FBC, TAS 202-94.
<br />4) Forced Ettti'y Test, per FBC 2411.3.2.1 (b) and TAS 202-94
<br />r' Al l With 1 t Ta.tkec -
<br />Iu g dra ' W 1I] S and
<br />11.E installation g diagram of Aluminum Sliding Glass Doors,
<br />prepared b,, fenestration 'Testing Laboratory, Inc., Test Report No FTL-5994, FTL-5997,
<br />FTL-6002, FTL-6034 &FTL-6>k93S dated 08/10/09, all signed &sealed by Julio Gonzales,
<br />Note; Additional reference testReIorts No(s)# FTL 5980, FTL 6001 attd F P.E
<br />been revised and reissuecl'on I2/29/09, signed and sealed b ' TL 6015 have
<br />y Julio Gonzales, P.E.
<br />C. CALCULATIONS
<br />1. Statement letter dated OC'T 1 I, 2011, com fiance T
<br />p to FBC �007 &FBC 2010; prepared
<br />by PGT, signed & sealed by Lynn Miller, P.E.
<br />2. Statement letter dated ] OtI87/11, Successor Engineer adopting the another en ineer's
<br />work per FAR 61 G15-27-,001I, signed & sealed by Lyn-n Miller, P.E. g
<br />3• Anchor verification and comparative analysis dated 08-19-09 and last revised on
<br />03/16/09, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # O9-
<br />0826.13) .
<br />3, Glazing complies with A,S'TNIE-1300-02 &-04
<br />D. QUALITY ASSURANCE
<br />1 • Miami Dade Department of Permitting, EnvirolulTent, and Regulatory Affairs (PERA).
<br />E, MATERIAL CERTIFICATIONS
<br />1. None
<br />F. STATEMENTS
<br />I, Statement letter dated OCT 11, 2011, compliance to FBC 2007 &FBC 2010 and "No
<br />financial interest"; prepared by PGT, signed & sealed by Lynn Miller, P.E.
<br />I. Statement letter of conf0trnane:e to FBC 2007and no financial interest, dated 08-I 9-09,
<br />signed by Robert J. Amor:l9so, P.E. (transferred from file # 09-0826.13)
<br />2, Letter of lab compliance, part Of the above test reports.
<br />G. OTHER
<br />I, This NOA revises # 09-0836-4, expiring April 07, 2015.
<br />2. Test proposals No(s) # 09 '01T7, 0177-A, B & C approved by I3CC0..
<br />44 L 4� It J,
<br />. Shaq 1. CllaRfla, P.E-
<br />Product Control Examiner
<br />NOA No 11-1018.17
<br />Expiration Date: April 07, 2015
<br />E-] Approval Date: December 01, 2011
<br />
|