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HomeMy WebLinkAboutRevisions (2) 0 N3 TRACK z Mo. HEAD ANCHORS 282 13/16"MAX. 1� n_ DOOR FRAME WIDTH Gi o HEAD ANCHORS 1 MAX U _ 48 1/8' ANCHORS IN PAIRS 2,3 OR 4 PAIRS HEAD/SILL f3. AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 o NOM.PANEL WIDTH AT 3'O.C. 8°MAX Iz 1 13/16' $m FALSE MHNIIN SEE CHART ON SHEET 16 HEAD/SILL MIN. OPTIONAL /i (,' E FOR CAPACRY CORNERS PZ' oQy$} 'O REINFORCING AT OPTIONALLOOKS 3 G itjr J FOR SCAPAACITY tit �i 1' 'I i/ I b F 12'Al! SV' .L,OF I 42 1/8' I Q� _ = 9 2 POINT D.L.OPC. ==T�====�f=== SINGLE LOCK o r m SEE SHEEP 24 a 1 o d o J FOR DESCRIPTION O�•; � A 11 I' 3p NM n =r=== i= gadm i z N POCKET JAMB SILL TYPE 82 ANCHORS 48 1/8" (SEESHEET 6,B. 11 ayz 2,3 OR 4 PAIRS jpMB AN 48 1/8' PANEL WaIIH &DETAIL M ON CHORS in AT STILE ENDS INTO CONC.� p�EL 1Y10m SHEET 23) 3 TRACK AT 3"O.C. JAMB ANCHORS SEE CHART ON SHEEP 15 g g FOR CAPACITY z 6' 14' 3' 3 TRACK N mm, TYP. SILL ANCHORS IN C�ri�o • 1qp_Y J B" B' 8' B' B' 1 p)wEEP ausrER (2)my Musa (2)BEEP USM (2)W allMM (2)WEP CLUSTER (2)WEEP a6SIM (1)WEEP CWs" ��`�P9 Af•►,�y TYPICAL ELEVATION PRODUCT REVISED 'JaENs92 �i as°ompleng with the Florida No 0592 TESTED UNIT gulldlnB cod. Noa-No. D.L.OPENING ExpiratlonDate09)22/2020 s TeaP ? ` drawing no. D.L.O HEIGHT - DOOR FRAME HEIGHT- 9 11/16 r(� iDO�. 6\�, W10 -31 D.LO.WIDTH -NOM. PANEL WIDTH - 6" By SS/ eta`,, PANEL HEIGHT- DOOR FRAME HEIGHT-1 3/16' Mlam-7 Pro uc on ro L�r�1bA� 1�� sheet 2 012$ r 6" 3• �4mi TYP. I 2 TRACK 0 • HEAD ANCHORS 14" MAX. Z ° g r p a 190 9/16"MAX. le7. Sy$Af DOOR FRAME WIDTH O}Q HEAD ANCHORS 14"�' •''✓ ANCHORS PAIRS 2, 3 OR 4 PAIRS HEAD/SILLa O A7 HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET IS 6"Mm• /TAT 3"O.C. (VJ 1 13/16" FALSE MUNTIN '-/ FOR CAPACttt SEE CHART ON SHEET 15 CORNERS MIN. OPTIONAL Al C1 l o a a 0 REINFORCING �i AT INTERLOCKS I Q $$ OPTIONAL I I SEE SHEET 13 I G 1 H J 1 FOR CAPACITY li 42 18 42 I I 2 POINT /" 1B" / SINGLE LOCK D.L.OPG. D.L OPG. I '° SEE SHELF 24 I e w a FOR DESCRIP110N g Ip O '^ II i II i r i yt I z O - I �/r I _ r q I I I O I O C Y II II ��yy ate; c1 V !-J Jr.==yb 8 I g C Z .. " m SILL TYPE B2 ANCHORS 48 1/8" 2 TRACKS 2,3 OR 4 PAIRS 48 1/BPOCKET " PANEL WIDTH JAMB ANCHORS JAMB ANCHORS s AT TILJ EQDS PANEL WIDTHAT � SEE-CHART ON 15 FOR CAPACITY 2 TRACK SILL ANCHORS y \ 5" 14" S B n MAIL TYP. O I- OPENING o :13 D.LO HEIGHT -DOOR FRAME HEIGHT -• 9 11/16" 2 o B1 D1 D.LO.WIDTH ROM. PANEL WIDTH - 6" °e Y IN PANEL HEIGHT- DOOR FRAME HEIGHT-1 3/16" it I `pµl r r a 4 8. 8 A . 8. B. 8" B' �p,V ft 6)4«n'-calla Wrraaaml 01+arawm+ D)tl� l Ul�amrta PRODUCT REVISED P.•uCFays�:g0 J, , as eomplgln with the Florida Building Coda _ r �• 0592 B (TESTED UNIT) NOA-No. 15-0619.06 _ I� 8 TYPICAL ELEVATION expiration Onto 092212020 �p A OF drawing no. BY diami-OodblProduct Control W1 0-31 REFER TO.PAGES 14, 15, 17 do 18 FOR WEEP SRE. � rs�OMAL�� rrii lu1 sheet 3 of28 ppppp- 6. P. . .. T,71 m z W EXTERIOR EXTERIOR 3 TRACK Q oS d ,a MAX. HEAD ANCHORS n 149 5/16" 146 9/18' 97 314" gg a DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH 2••� u FALSE MUNTIN HEAD ANCHORS 14 HEAD ANCHORS EERRII OPTIONAL ANCHORS IN PAIRS 2,3 OR 4 PAIRS NERD/SILL 2 OR 4 PAIRS 4B 1/8" AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 a NOM.PANEL WIDTH AT 3"D.C. SEE CHARTON SHEET 15 6HFA0 1 5' FOR CAPACITY SILL $'a 9' rFEE CHART ON SHEET 15 _ CORNERS 1 MIN. !a A C E ' '1 FOR CAPACITY _ MIN. Qe ` `` 0 aE I - I REINFORCING o 1 i 1t AT INTERLOCKS 0ZZ' OP71ONAL M ; yH H SEE SHEET FOR CAPACITY o IF �_= 2 POINT 2 t/811 i% ry DOUBLE L➢ S •%, o I SEE SHEET2 10 V m L.OP4.�1. o DESCRIPTION 42 1/8' 2 POINT 42 1/8" S C O.L.OPG. DOUBLE LOCKS D.L.OPG. SEE SHEET 24 0 fn O o FOR DESCRIPTION O0 IX ig Ln• J gad g�a � �z� o - -- ' POCKET SILL TYPE 82 ANCHORS 48 1/B" 48 1/6' m SILL TYPE B2 ANCHORS 48 1/8" 48 i/8' JAMB ANCHORS 2 OR 4 PAIRS 2,3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH ''s AT SRLE ENDS PANEL WIDTH PANEL WIDTH n AT CORNER STILE ENDS, AT 3'O.C. JAMB ANCHORS 3 TRACK FOR CAPACITY SEE CHART SWEPT 15 SEE CHART ON SHEET 15 c FOR FOR CAPACITY z Igo 74" 3' EXTERIOR EXTERIOR 3 TRACK ---���III Mom• TYR SILL ANCHORS H n (TESTED UNIT) ,o o 5TYPICAL ELEVATIOIJ 0 1 PRODUCT REVISED CENS "TO' • as eom I in with tho Florida 8uliding Code '•; �: �. NOn-No. 15.0619.06 - No. 0592 - expiration Oato09122/2020 _ r' L * 5 By A of drawing Do. Miam a product control '% , 10P,.� � W10-31 Tlnnllgl� sheaf 4of28 Doop FRAME W. FRAME MOTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED liI 1-3 - ANEL WIDTH NON-REINF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS wl M SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 'Y ARE PRESENT, Z H FOR DOORS USING 90' & 135' CORNER STILES y a H L LIMIT MAX. DESIGN LOADS TO :L60.0 PSF z b f PRODUCT REVISED $QLa 8 A o as nomplving with the Florida I Building Co e NOA-No. 15.0619 2 d'G µ OXX O O EXTERIOR O O expiration Date09l22l2020 c XXO By C o XXX(REVERSE) Mlom a FrodUCt controfr. FRAME W107F1 °T 10 OC DOOR FRAME WIDTH Q; j NOR-REINF. INTERLOCKS Q o• IS SEE CHART ON SHEFT 13 LL H L $ r g XXXXXX(SHOWN) © Q JI O O © c N OXXX)(O EXTERIOR SO'CORNER OE1ML 10'ON SHEET 22 Om.PANEL WIOM 00 135' ❑CORNER DETAIL'P'ON SHEET 22 } OPTIONAL IN DEU OF J1 51 .0 v LL C ODOR FRAME WIDTH FRAME WIDTH 0 n o PANEL WIDTH N M.9 H •O�M � X K ZZSS XXXXXX tsvi N) © O O O O O O EXTERIOR 97 GARNER DETAIL'O'ON SHEET 22 NON-REINF,INTERLOCKS 13T CORNER DETAIL'W ON SHEET 22 SEE CHART ON SHEET 13 OPTION&IN LIEU OF J DOOR FRAME WM FRAME WIDTH DOOR PANEL WIDTH u xxxxxo(SHOWN) © O EXTERIOR O ® OXXXXO 90•CORNER DETAIL'V ON SHEET 22 1 135'CORNER DETAIL'P'ON SHEET 22 NON-REINF.INTERLOCKS ��L J�,�...1%. CPTIOHAL IN LIEU OF Jt SEE CHART ON SHEET 13 �, QC @g''•, 0 1 NOTE: APPROVED GO (FIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. O°• qA ,�QN—P_OGH:C ' O DOORR (HON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. Are OF drawing ne• F SEE SHEET 13 FOR Op AND REINFORCING OPTIONS ��••. PLORIRP•' � W1 O-31 3. FOR ANCHOR 6ETAILS SEE SHEETS 15 THRU 23. �� TTREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, rrT 11 sheet R of 28 w DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED �v _ ANEL WIDTH NON-REINF,INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �n �• r__ SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 a I r-- ARE PRESENT. N 1 i FOR DOORS USING 90' do 135' CORNER STILES F ' ` z LIMIT MAX. DESIGN LOADS TO t60.0 PSF 1 PRODUCT REVISED ° o I o ae complZin with tho Florida p n Euilding Code �' M I .CA-No. 15-0619.06 WTa I L_- Explratlon Date 0 9/2 212 0 2 0 ♦�D C MO O EX RIOR QH © 7{.[I �1 PXXX(SHOWN) By W XXXP Mlom- e ro uc on ro RRR DOOR FRAME WIDTH O C DOOR FRAME WIDTH ' EL WIDTH NON-REINF.INTERLOCKS SEE C ON SHEET 13 sr' j H J H I j I I I 1 �a � al v M I I I PXXXXXXP(SHOWN) ` 0 EXTERIOR O Q c 90'CORNER DETAIL'O'ON SHEET 22 13V CORNER DETAIL'P'ON SHEET 22 to 0 OPTIONAL IN LIEU OF J + O ODOR FRAME WIDTHS DOOR FRAME WIDTH C NON-RE(NF.INTERLOCKS � SEE CHART ON SHEET 13 b N o 3NM = I H J H ZI� I mo H H To IS III. S i M K I PXXXXXX(SHOWN) O O EXTERIOR O O OHIINIXXXXXXP 90'CORNER DETAIL'0'ON SHEETL^L° POCKET CAVITY NDT BY CCI 13W CORNER DETAIL'P'ON SHEET 22 3 3 NOT PART OF THIS NOA OPTIONAL IN LIEU OF J C DOOR FRAME WIDTH DOOR FRAME WIDTH p R NON-REINF.INTERLOCKS SEE CHART ON SHEET 13 11 �a a a.LIO IN I 0,,e PXXXXXO(SHOWN) EXTERIOR N 'I b o OXXXXXP O O O O O PANEL WIOTN O tttl II rr o 90'CORNER DETAL'O'ON SIIEET 22 �p,� All, �i IJY CORNER DETAIL'P'ON SHEET 22 APPROVED CONFIGURATIONS OPTIONAL M LIEU OF J J P'••. j g POCKETED DOORS (NON-RERNFORCEO SHOWN) N.70.5� SEE SHEET 13 FOR Dp AND REINFORCING OPRONS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. THEE (3) TRACKS y drawing na. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ATE OF FcaRVot•.:` W10-31 3. FOR ANCHOR•DETAILS SEE SHEETS 15 THRU 23. "NA�'ta6� AND TOSBEE REVIEEWED PART OF S APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F9C. rII 1'I sheet 8 of 28 Apppp-r�- DOOR FRAME W, MAX.FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED I I RFJNF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CVkRT ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. C J w H FOR DOORS USING 90' do 135' CORNER STILES fi LIMIT MAX. DESIGN LOADS TO f60,0 PSF a ©1 QH EXTERIORox Gf N ea, 0 0 6yQQ DOOR FRAME W MAX. FRAME WIDTH REINF.INTERLOCKS '2 F SEE CHART ON SHEET 13 IL z s L � m ®jI 1EXTERIOR O L1 Xx 0 B8 X 3/4•SMS DOOR FRAME WIDTH A7 24'O.G. MAX.FRAME WIDTH O n$ N 30J ;EERII LLO OXO(SHOWN) BY CORNER DETAIL'0'ON SHEET 22 OXO(REVERSE) OPTIONAL IN NERLIEU or'JI ON SHEET 22 33 K DOOR FRAME WIDTH MAX.FRAME WIDTH 4FlEINF,. CSHEET 13 g PRODUCT REVISED H N as complying with the Florlda Budding Coda w NOA-No. 15.0679.06 D � Explratfon Pa!tA 09/22/2020El a By _fir $ o Mlam a Pro ue antra -+x-+ Gf Q EXTERIOR OXXO 99 CORNER OErAIL'0'ON SHEET 22 L1 11 r r 1 A 135'CORNER OL1NL'P'ON SHEET 22 ♦ a He{��J4i� �- OPTIONAL IN UEU OF 0Q,',•'1jCEN8�"••;0 i ` Na 70592 t• L;ng APP OV D ONFI RATIONS NOTE: �Y JJNON—POCKETED DOOR (NON-REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. /t�l ?l SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ORJOF , .TWO (2) TRACKS O"13. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23.4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. rI I111 - Y DOOR FRAME POCKET CAVITY NOT BY CCI � o - WIDTHp----q DOOR FRAME WIDTH NOT PART OF THIS NOA V DOOR FRAME WIDTH DOOR FRAME W. -- NON-REINF.INTERLOCKS o_ 1 �"•- SEE CHART ON SKEET 13 WXTE Z m, I 1 Jf[ za} � a -Pk(SHOWN) EXTERIOR ®j �____ Q ERIOR Q Lt PXX(SHOWN)' v XP, XXP C�� THIS APPROVAL QUALIFIES DOORS WITH APPROVED C 8 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 DOOR FRAME IL w ARE PRESENT. DOOR FRAME WIDTH FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF Q 1c w I J 1 1 I NOTE: 1. CONFIGURATIONS.SHOWN FOR ILLUSTRATION PURPOSES ONLY. N �{ i$ �� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. c o j M M j i o i 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. °v3 EXTERIOR J7 O --J 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, o PXXP 090'CORNER DETAIL'0'ON SHEET 22 C3 135'CORNER DETAIL'P'ON SHEET 22 OPRONAL IN LIEU OF Ji = F wq^Yd ODOR FRAME WIDTH �„+ 3`�M DOOR FRAME WIDTH O th NON-REINF•INTERLOCKS a 3 1 , SEE CHART ON SHEET 13 C Z -_� �o ' I g � M i EXTERIOR Q 0 Q O PXXXXP 9V CORNER DETAIL'0'ON SHEET 22 135'CORNER'DETAR'P'ON SHEET 22 OPTIONAL IN LIEO OF A o DOOR FRAME WIDTH. DOOR FRAME WIDTH _ z -- NON-REINF.INTERLOCKS ?? ` H K SEE CHART ON SHEET 13 gy 1 a O nj POCKETS ARE NOT PART OF THIS APPROVAL O o- O•• ' o J o f a• S AND 70 RE REVIEWED BY AFIJ. o K, aPU.AHd�y�. � PXXXX(SHOWN) 9V CORNER DETAIL'0'ON SHEET 22 PRODUCT REVISED �•'uGENse':�A ,� PXXXO 135'CORNER DETAIL'P'ON SHEET 22 as camplyyin with tho Florida XXXXP OPTIONAL IN LIEU OF JI NOR-No. 1b-0618.06 N'YOM r OXXXP *E 1 APPROVED GONFIOLpeT ]t Expiration onto a' j�lJirO� }ly'j' drawing no. TWO (2) TRACKS POCKETED DOORS (NON-REINFORCED SHOWN) By "-'—�' '�'�, RIOP>1 OF �� SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS Miam adePmductCoatro /, ••'"•• �Cp, W10-31 �r fllAl.ti�� r 1,I11iT sheet $of 28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED U - CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 o ARE PRESENT, y FOR DOORS USING 90' dt 135' CORNER STILES wi LIMIT MAX, DESIGN LOADS TO±60.0 PSF DOOR FRAME WIDTH FRAME WIDTH ��1 NOM.PANEL WIDTH NON-REINF.INTERLOCKS �Sb qqq H SEE CFW2T ON 13 O g„ g Fl H ou'94iy1 Ab$j H aaa 66p � b 1 OL'{I b a �bIm o rzL-J 0 XXXX(SHOWN) a OXXX d n XXXO XXXX(REVERSE) © OH EXTERIOR Q Q G m pN M O Q 0 x^pO DOOR FRAME WIDTH FRAME WIDTH $; LV M NON-REINF.INTERLOCKS rd H H SEE CHART ON I EET 13 H H J 5 li. 8 2 XXXXXXXX(SHOWN) OXXXXXXO L2 O Q EXTERIOR H J1 (� � OH © 4 90'CORNER DETAIL'0'ON SHEET 2T OM.PANEL WID c 13T CORNER DETAIL'P'ON SHEET 22 U? OPTIONAL IN UEU OF A 8 N PRODUCT REVISED no Cora plyln with tho Florida .. BultdinO Code I I o NOA-No. 78.0819.08 VL 14 b Expiration Date 09/22/2020 By o I NOTE: Mlam�p i a Product Control _ .70592 APPROVED CONFIGURATION$ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION-PURPOSES ONLY. 1E11f(a fIION—AOCHETED DOORS (NON-REINFOROED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF ; � drowing no. SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. W10-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, IONAL��A,, sheet 9 of p8 Adp_Fwr,�w THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �V o ARE PRESENT, Z, FOR DOORS USING 90' do I ZiV CORNER STILES LIMIT MAX. DESIGN LOADS TO.*60.0 PSF 0 Vag 4 9 p�y,51� DOOR FRAME WIDTH FRAME WIDTH ?o NOM.PANEL WIDTH NON-RE1NF.INTERLOCKS b SEE CHART 0 1 SHEET 13 - O w H J H n N H S f es a g C - j go �O O W XXXXXXXX(SHOWN) I g ro OXXXXXXO0 A © 0 EXTERIOR O OH © ern o DO CORNER MAIL'0'ON SHEET 22 (0 04-� I=CORNER MAIL'P'ON SHEET 22 'R 3 N �I OPTIONAL W LIEU OF J '0 n czm o p DOOR FRAME WIDTH LD c3 NOM,PANEL WIDTH U O g0 3 0g d 8& XXXXXXXO(SHOWN) ' OXXXXXXO ® HO HO HQ EXTERIOR 0 00'CORNER OETAIL'0'ON SHEET 22 H = IW CORNER DETAIL'P'ON SHEEF 22 c p^8 r OPTIONAL IN LIEU OF J •l 0 x PRODUCT REVISED as comp)yyingg with the Florida Building Colo NOA-No. Expiration Date 09/22/2020 �•'uCe sF:?O NOTE: BY N 70582 a mlem- T o roduat c n E - ' }{} APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, j/y 16: = NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR•REINFORCED DESIGN PRESSURES SEE SHEET 13. OFIIIIII N�iN, drowing no. SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. AloR1DP„'�� �,•s��o....•�C W10-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. r�1 ^,+At-,�� sheet 10 of a$ THIS APPROVAL QUALIFIES DOORS WITH APPROVED. CONFIGURATIONS SHOWN WITH 99 AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ,tl ARE PRESENT. ; FOR DOORS USING 90' do 135' CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF N � DOOR FRAME WIDTH NOM PANEL WKTTH NON-REINF.INTERLOCKS Q DOOR FRAME WIDTH SEE CHART ON 5 ET 13 V (-- ;-- cf i O 6 a gg MM PXXXX XXXXP(SHOWN) L QM QH EXTERIOR c c � o � 0 o � FRAME WIOTH C �` NOM.PANEL WIDTH NON-REWF.INTERLOCKS '� O DOOR FRAME WIDTH SEE CHART ON SHEET 13 N qi_: i --� M -a N 2S5 (9 o I I 1 U m 1 M M PXXXXXxxXP (SHOWN) pM HO HO HO QO EXTERIOR OHO 60'CORNER DETAIL'0'ON SHEET 22 u Pi o 135'CORNER DETAIL'P'ON SHEET 22 qq OPTIONAL IN LIEU OF J H PRODUCT REVISED' °c' yyg G ��a as 9ulldn plCond with the Florlda o J NOA-No. d 15-0619.06 P-xplrotlon onto 09/22/2020 `,1T IlA I r APPROVED CONFIGURATION Mtn o Fro not Contro POCKETED DOORR (NON-REINFORCED SHOWN) NOTE: 06s2 *_ b SEE SHEET 73 FOR Op AND REINFORCING OPBONS I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. T 'Opy�J � drawing no. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ��i 0R1DP•'•O�`` W10--31 AND TO BE RENEWED BY AHJ, 4. GOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. iS�OAJ/AI„G�� A T n1n11� sheet i 1 of 28 I 'TYPICAL ANCHORS PANEL WIDTH SEE ELEV. II FOR SPACING O 1/2"MAX. © EB D.L.O. O REINF.AS REOD,ON O LOADSHHI MIND M15A 1 SHEET SEE 1173TFOR CAPACITY o z 0 0 0 0 o g a y 11 0 � o 0 o a _ -- I M14A MISA a o '< w =• v m E27 O 1 E4 14 D.L.O. EXTERIOR NOM.PANEL WIDTH 1 PANEL WIDTH 25 0 LOCK STILE INTERLOCK INTERLOCK AlEMAL (REINFORCED) DOOR FRAME WIDTH (REINFORCED) "' G N 0 �N o 1X6 OR LARGER N17 WOOD BUCKS ®10 X 1-1/4'SS PH SANS 1 PER CUP 0 d U '�'�� OPANEL WIDTN © O AT 18'FROM PEE.ACH END M2 3 0—: 1/2"MAX. 1/2'MAX AND AT MIDSPM 1/4"MAX. 0= LOAD BEARING LOAD BEARING 0 5 D.L.O. LOAD BEARING �6 X 3/4'SS FH SANS METAL U m SHIM - SHIM T,1 M2 1 PER CUP SHIM STRUCTURE Gi r: O z TYPICAL MC RS = n ___ TYPICAL ANCHORS c�Dd I SEE EL •-.TYPICAI.ANCHORS SEE ELEV. FOR SPACI 0 .• SEE ELEV. FOR SPACING I� •,FOR SPACING II E n IL I II n _ ac a ❑1 p❑H _• `` FIXED PANEL EXT. o DOOR FRAME WIDTH EXTERIOR DOOR FRAME WIDTH , 11 A}) PRODUCT REVISED �� a 1 DOOR FRAME WIDTH as eom lying with the Florida ' CENa i n /;-r OR LARGER WOOD BUCK Building Code NOp-No. . 15.0619.06 _ a ` Yf i 592 WOOD STRUCTURE Expiration Da os�zz/zozo By ••' OF drOWing no. .I.-�md.. �.� .''F[DR ••... � W 10-31 ' c .• C9� THREE (3) TRACK DOOR DETAILS Ss�ofill `� ahaet17ot28 yu9 I SEE SHEET 15 FOR ANCHORS SEE SHEETLDIST. R ANCHORS a o u z m 3 EDGE DIST• 1 3/4• ED 1 3�4• C q iv ov=i °;• 'le,.,I��' t 3 Y4, CONC. 3 1(SI CONC. G v E3 WEEP SIZE 1/4•• X 1/8•' Q� � REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS GVOT�¢g Ills OPTIONAL SLANT SILL ADAPTORS Pd dl N III � A III 11 g 4 0 DECORATIVE Q 21 SILL COVER i OPTIONAL 0 r v i IIl �i s G O = O Z Ty V1 �Z J F! J d J �o q1 g PWWS i I, g U o� a SILL RISER E6, OPTION&FOR LOADS z II li , OVE+60 PSF Sig pl � ii O OBI I�� g op POURED&HARDENED n ��g 'I HIGH STRENGTH GROUT SILL NON-SHRINK,NON-MET LUG I ED RE I OD FOR LOADS B "NO=80 PSI KIN. ABOV +60 PSF NOT Bl'COI al WINDOWS MUSE TRANSFER SHEAR I� -LOADS TO STRUCTURE a'^ O con:t� °��s 81 t Z !E O Ell n2� 2 a PRODUCT REVISED ,,Iin� 11j r •r as comp[ping with the Florida �� �M�••• �,p���� P+ ,I ,1 •T• Building Code Q e Now-No. 15-0619.06 Ai q• N Expiration Date 0 9/2 212 0 20 ••. • •-�+,..• +.l.g 3 KSI CONC. \ .••- .. •l:I�••!• �a t ••3 KSI CONC. /7 I� 10 - Dy drawing no. ••EDGE 015T. -. 14'• .EDGE DIST. •3�4• - Mlam Pra uct Contro 6TA OF SEE SHEET 15 FOR ANCHORS '��'C,(�„••.,,R!O,' W1 0-31 SEE SHEET 15 FOR ANCHORS /oi *�(� TRACK DOOR DETAILS lIIA 1j11111 sheet18of28 ' TYPICAL ANCHORS n SEE ELEV.FOR SPACING b 1/2°MAX. PANEL WIDTH Z� 3 LOAD PANEL WIDTH SHI #10 X 1-1/4"SS PH SMS I 0 1 PER CUP G1 O D.L.O. J1 i M2 #a X 3/4"SS FH SMS D.L.O. µl 1 PER CUP t E6 a W U 0 7 �j {7 gg �a z ---- -o -.. EB E4 E9 INTERLOCK ASTRAGAL S O E2 FIXED PANEL D.L.O. (REINFORCED) EXTERIOR � N NOM. PANEL WIDTH O ^ 0 SLj ODOR FRAME WIDTH Q 18Y WOOD BUCKS 0 SEE NOTE SHEET 1 O 11.. m O B4 a 1/2'MAX. C Z�y�. LOAD BEARINO K1 �1 80 #10 X 1-1/4"SSPH SMS LO I/4"MAX. �3 M PANEL WIDTH CLIPAOSHMRINC SHIM METAL �j C3 L' 1/2"MAX. STRUCTURE TYPICAL ANCHORS LOAD BEARING SEE ELEV. #8 X 3/4"SS FH SMS U�` O.LO. SHIM FOR SPACING 1 PER CUP O TYPICAL ANCAWRS TYPICAL ANCHORS SEE EL FOR SPAAVCING - SEE EL . FOR SPACI G .D II as II - II 0111 II ___ •F'L _- n ��S 27 EXTERIOR DOOR FRAME W(UM DOOR FRAME WIDTH OOOR FRAME WIDTH ' FIXED PANEL ,11U1 o L 2BY WOOD BUCK Jlip. OR WOOD STRUCTURE PRODUCT REVISED J e SEE NOTE SHEET 1 ea oomplying with the Florida '•, -, D.11dInB o e 70592 g NOA-No. 16-0619.06 Expiration Date 09/2212020 drawing no. ,� BT OF Mlaml- Pro uctContro , t4. •° 0F' ,6e . 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