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HomeMy WebLinkAboutPLANSE5 WINDOW5, INC. SERIES SGD 2020 SLIDING GLA55 DOOR LARGE AND 5MALL M155ILE IMPACT DOORS RATED FOR LARGE AND 5MA1L MISSILE IMPACT. LAMINATED GLASS AND IMPACT sHIJrrERs ARE NOT REQUIRED. INSULATED -LAMINATED GLASS LARGE AND SMALL MISSILE IMPACT. SERIES 5GD 2020 SLIDING GLA55 DOOR APPLICABLE EGRE55 REQUIREMENT5 PER PBC TO BE REVIEWED BY BUILDING OFFICIAL, THI5 PRODUCT HA5 BEEN DE51GNED AND TESTED TO COMPLY WITH THE REQUIREMENT5 OF THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITYHURRICANE ZONE (HVHZ). THESE DOOR5 ARE APPROVED FOR AIR AND WATER INFILTRATION. ANCHORS 511ALL BE A5 05TED. 5PACED A5 5HOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DU55ING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT 5HOWN IN THE5E DETAILS ARE NOT PART OF THI5 APPROVAL. MATERIALS INCLUDING BUT NOT LIMITED TO 5TEEUMETAL 5CREW5 THAT COME INTO CONTACT WITH OTHER D1551MILAR MATERIAL5 SHALL MEET THE REQUIREMENT5 OF THE GTH EDITION FLORIDA BUILDING CODE (2017) 5ECTION A5 APPLICABLE. METAL STRUCTURES NOT BY NR ARCHITECTURAL PRODUCTS, INC. TO BE DE5IGNED TO SUPPORT THE LOAD5 IMP05ED BY THI5 GLAZING 5Y5TEM AND TO TRANSFER SUCH LOAD5 TO THE BUILDING MAIN STRUCTURE. ULTIMATE LOAD OBTAINED FROM A5CE 7-10. MULTIPLY BY O.G SHALL BE LE55 THAN OR EQUAL TO MAX. DESIGN LOAD IN THI5 DOCUMENT. THE DESIGN LOAD5 5HOWN IN THI5 DOCUMENT ARE ALLOWABLE DE51GN LOAD5. IN5TRUCTION5t U5E CHART5 A5 FOLLOW5 STEP I DETERMINE DE5IGN WIND LOAD REQUIREMENT 5A5ED ON WIND VELOCITY, BLDG HEIGHT. WIND ZONE U51NG APPLICABLE A5CE 7 STANDARD. STEP 2 5EE ALLOWABLE CONFIGURATION5 ON SHEETS E4 THROUGH E9. 5EE CHART5 ON SHEET GI FOR ALLOWABLE DE51GN LOAD BASED ON DESIRED GLA55 TYPE. 5EE CHARTS ON 5HEET K I FOR INTERLOCK DESIGN LOAD. STEP 3 FOR FREESTANDING JAMB USED AT 2 TRACK OR -V 4CHART5 NVQA N p}j{2 1 ON 5HEET J I AND J2 FOR REINFORCI 5. STEP 4 FOR ANCHORED JAMB. 5EE OPTION5 AND 5PACING ON 5HEET513 AND J4. STEP 5 U51NG CHART5 ON 5HEET A I SELECT ANCHOR OPTION WITH DE51GN RATING MORE THAN DE51GN LOAD SPECIFIED IN S/ryT`EEP II ABOVE. STEP G THE LOWEST VALUE RE NRWW U F`JRtr R APPLY TO ENTRA"A' r%C 0%0%3 m A m Y n .... ST. LUCIE COUNTY BOCC 19eEF➢1 no 0 N p � w AD16-29 01 OF 59 CLUSTER OF ANCHOR 4.6,8 OR 10 5EE SHEETS AG 4 A7 FOR ANCHOR TYPE565HEET5AI THRU A4 FOR CAPACITIE5 (TYP.) fAL5E MUNTIN OPTIONAL FOR ANCHORED JAMB, 5EE 5HEET J3 383 4 5/ 16" IN PAIRSI UNION 5711 CE ..r L A DI DI -� — 8 9 0 141 Of oaI QP NN= Da I10 oa X 05 X o5 X � 13 14 — � 15 I6 1] Dfi 06 D6 W 07 17 71 2A 01 DI 18" MAX. NtAIJJILL CORNER ANCHORS AT�/ FREESTANDING JAMB U5E 2,3 OR 4 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING 5TILE) d M � L J 3" 3" CLUSTER Of ANCHOR 4,6 UNION SPLICE OR B BEE 5HEET AB FOR TYPICAL EXTERIOR ELEVATIONS (OXXXXXXXF) ANCHOR5 TYPE 6 SHEET A5 FOR CAPACITIE5. (TESTED UNIT5 5HOWN) NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.G25" D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" 4 TRACK HEAD ANCHOR5 ANCHORS AT FREESTANDING JAMB USE 2,3,4 OR 5 (HALF OF NUMBER5 OF jANCHOR REQUIRED AT WIDTH MEETING5TILE5) F I I II I I I II I PQCFT 'F Ip \ OPTION TO BE I I II I I I I MAY ti 5 z In z za^ s w " AD16-29 El 02 OF 59 CLUSTER OF ANCHOR 4.G.8 OR 10 SEE 511EET5 A6 d A7 FOR ANCHOR TYPE5 6 5HEET5 AI ThI A4 FOR CAPACITIES (TYP.) FAL5E MUNTIN OPTIONAL FOR ANCHORED JAMB. SEE 5HEET J3 1 1/1 G. CHOI,N PI HEAO/JAMAB UNION SPLIIlkI E 'I 111 I I 'I 111 I II — LL 7A 3 D2 D1 19 D6 / 20 DB 126 21 DS �j2] 12 D9 21 DB OP 20 DB P �16 30 D12 �31 16 )10 = " DIO v D10 20 \' DII 2] " D10 P v O10 P `/ D12 - F �I II/ I 1 %J II V I I IITI -I-' ANCHORS AT FREESTANDING JAMB 5' MAX. 18 MAX. 3'1�11 3' UNION SPLICE USE 2.3 OR 4 (HALF OF HEAD15ILL HEAD/SILL NUMBER OF ANCHOR CORNERS CLU5TER OF ANCHOR 4.G TYPICAL EXTERIOR ELEVATIONS (XXXXXXP) REQUIRED AT MEETING OR 8 5EE 5HEET A8 FOR 5TILE) ANCHOR5 TYPE 51 A5 (TE5TED UNIT55HOWN) FOR CAPACITIES._ - WEEP HOLE LAYOUT NOMINAL PANEL WIDTH = FRAME WIDTH / NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.G25" D.L.O. HEIGHT = DOOR FRAME. HEIGHT- 9.125' D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4" 3 TRACK HEAD ANCHOR5 ANCHOR5 AT —FREE5TANDING JAMB USE 2.3.4 OR 5 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING 5TIILE) I —I II li I II � I POCKET POCKET NOT PART OF THI5 APPROVAL. TO BE REVIEWED BY AHJ. II I MAY 2 & U Ig 5 — O a? Z C r W� AD16-29 E2 03 OF 59 CLUSTER OF ANCHOR 4 A.8 OR 10 SEE SHEETS AG 4 A7 FOR ANCHOR TYPE5 4 SHEETS A I THRU A4 FOR CAPACITIES (TY?J ANCHORS AT FREESTANDING JAMB USE 2.3.4 OR 5 (HALF OF NUMBER OF ANCHOR REQUIRED AT MEETING STILE) 5' 18 T 3—tiTT 3 2 TRACK HEAD RSILLANCHORS SPLICE O is C I SY DI3 O 38 � �� 35 014 41 03 03 k t3 36 D14. 4] ZS 014 P 41 34 013 40 w u1'Jp, DIS ow— v D18 D16 D18 I i 03 D) ANCHORS AT FREESTANDING JAMB USE 2.3 OR 4 (HALF OF NUMBER OF. ANCHOR REQUIRED AT MEETING STILE) NOMINAL PANEL VAOTH FRAME VADTH l NO. OF PANEL PANEL HEIGHT = FRAME HEIGHT - 2.625' D.L.O. HEIGHT — DOOR FRAME. HEIGHT - 9. 125° D.L.O.'WIDTH —NOMINAL PANEL WIDTH -4' ,1 SPLICE SEE SHEET A I TYPICAL EXTERIOR ELEVATIONS ()OXXP) ((E5TED UNI155HOWN) WEEP HOLE LAYOUT I it I II I I,;llI 9 POCKtT I. qqq I , POCKET NOT PART OF THIS APPROVAL. TO BE REVIEWED BY AHJ: 'I I i I a• CW5TER OF ANCHOR 4,G OR 8 SEE5HEET A8 FOR ANCHORS TYFE 4 SHEET AS AD16 29 E3- 40 =m 18° 18"MAX' � .. 7' N� J V f N CLUSNCHOR ai Z Z.36 4,6'5 6.8 OORR O SEE FRAME I/4 MAX. 5 TRACK C w N 6 W 0 $ w Z D y p m 9 2 N 11 wg e F f7 p � 51 V i V d O o L a Z $ N 3 W d¢ one g Z s J `UNION SPLICE W R CORNER O.C. ttP. CLUSTER OF POCKET NOT PART OF THI5 ANCHORS AT ANCHOR 4,G OR 8 TYPICAL EXTERIOR ELEVATIONS (OXXXXXXXP) APPROVAL. TO BE O1 FREE5TAN DING SEESHRi ABFOR REVIEWED BY AHJ. w JAMB VSE 2,3 OR ANCHORS TYPE 6 (TESTED UNITS SHOWN) 4 (HALF OF 18' 18' MAX. SHEET AS FOR III I NUMBER OF O.G. CAPACT5F ANCHOR REQUIRED Al AT MEETING.STILE) AI�������l����������� 6" 18" 1 MAX. WEEP HOLE LAYOUT p4� uulugl� Y WAN 4 ENBpQ •'•G i NOMINAL PANEL WIDTH = FRAME WIDTH / NO.,OF PANEL ' ,414R P.c ; a PANEL HEIGHT = FRAME HEIGHT - 2.625' ` �' ¢M"6cI5iPw N• „ 6 D.L.O. HEIGHT = DOOR FRAME HEIGHT - 9. 1 25" .AR` 59 D.L.O. WIDTH = NOMINAL PANEL WIDTH - 4' AD16-29 FOR INTERLOCK CAPACfry ' 4 •C 'F:O P'••�$b� SEE GHART5 p4pSS�ONPp�d� to ES 5HEET KI _ MAY 3RD, 2018 05 OF 59 SHEETS A6 4 A7 FOR FRAME WIDTH EAD ANCHORS ANCHOR TYPE54 SHEETS AI THRU A4 59' 60' 61 I I/16' 60' 60' OR CAPACITIES RYP.J PANEL N1DTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH 60" NCHORS AT FALSE MUNTItJ G' MAX. typ, PANEL N'IDTH 60" 56" MAX. 61 11/16' 60" 60' REESTANOING NIB USE 2.3A OPTIONAL L.O. PANEL WIDTH D.L.O. PANEL WIDTH PANEL WIDTH PANEL WIDTH R 5 OR ANCHORED JAMB, SEE SHEET J3 CnORS M PAI25� UNION SPUCE r 1 I tI II pl.l D1.1 I I �/ �9�8 J B 04.2 p1.1 pd.f p4.1 04.2 p4.2 p4.1 p4.1 p4.f 04.E POC�}'E X X OPP. X Opp X OFF. X OFP. O OPTION I IJ _ 14 15 Ifi I6A ❑ IfiA I6 15 14 18 K _ a �_ p1.J D4.7 D4.3 04A 04.1 p4.4 ` p4.4 p4.4 04.3 p1 04.J � �OPP. �OPP Opp.. ��OPP. o � I II II u z I I II I II II pu pLl I I+�-I�I L I B' MAX. HEAD/SILL 18' M 3• 3• CLUSTER Of ANCHOR 4.6.8 OR 10 SEE 5HEET5 AG t A7 POP, ANCHOR TYPES < SHEETS A I THRU A4 FOR CAPACITIES OYP.) CLUSTER OF ANCHOR 4.G OR 8 SEE SHEET A8 FOR NCHOR5 TYPE < SHEET AS FOR CAPACITIES, CORNER MULLIONS U Z NW N �N z 2 r q T t 7. a tiS .. N W, o W 2 Z u $ � H LAM. GIA55 INS. LAM. GIA55 Lu N � CML DETAIL CMI DETAIL U 8 m� Ix 4.629 in^4 Ix 3.979in^4 m 5x 2.69S �n^3 5x 1 2.210in^3 1 350 MULLION jNOV S LML LAM. GLA55 CMI IN5. LAM. GLA55 W DETAIL DETAIL Z O N LL cuccc IK 1 7.4Gin ^35x 2.76 y 3 1— Sx 2.9014in^3 W 20 900 MULLION MULLION TYPE lY F.H. I PdAl(P5D CML(135`) 48 120 +501-80 0MI(135') 48 120 +65/-65 CML(90') 48 120 +90/-102 CMI(90-) 48 120 +85/-BS NOTE: CAPACITY FOR 5GD WITH EQ WIDTH(W) AND EQUAL LOAD AT BOTH SIDES. FOR UNEQUAL CONDITIONS TO BE CHECKED SEPARATELY. MAY AD16�-29 E6 06 OF 59 li C C APPROVED CONFIGURATION DOORS (NON-SfINFORCH) 5HOWN) 5FE 5MEET N FOR Dp AND REINFOFOUG OPTIONS w9Xwo(5Mov H) Oxxxxxvx o! o l o I o mIII o 0 0, m � it a.. ... .. .. xX M (SHOWN) Oxxxxxx0 c� LAMINATED GLASS OPTIONS SHOWN. NON -REINFORCED DETAILS SHOWN. SEE DETAILS FOR IN5UTATED LAMINATED OPTION. FOR REINFORCED DETAILS. SEE SHEET D4 U TO D7 FOR (4 TRACKS). D8 TO D 12 FOR (3 Za TRACKS). D 13 TO D I G FOR (2 TRACK51 I(� Z 'wH DOORFRAME.— .z F d4 ME AIDTM W Z o W _ V g _Z Z qm z e om PIL DCTAI 4 pLa pfTA1 iAlt O p TAI pETAI 0 pt'iAIL D TAI CG OPP W O: Da P Do DPP. G+ DPP. JN DPP. Cp DPP. ]� DETAIL N Dan 9 ET DAIL .O D] MEL P: OFF. D+ DC • �_i�I_I J I '"' I � 'aJI.I Oxrx (SnOVAN fx1EGOR .0 F DCTAI 3 D:TPIL KKtY D9 9 DFAI uC D['TpIL D9 S ]w DfiAIL W IM NOTES: 1. CONfIGUPATIONS SHOWN FOR ILU5TRATION PUP.P05E5 ONLY. 2. SEE CHART ON 54EET G I FOR GLA55 CAPACITIES AND GLA55 OF TION5. 3. FOR APPLICADLE DE51GN PRE55URE5 5GD RE.INfORCING LEVEL I. 2 OR 3. BEE 5HtET K 1. 4. FOR ANCHOR DETAIL5 AND CAPACTIE5 AT FIEADLSILL SEE 5HEET AI TO Ab. FOUR (4) TRACKS 5. FREE 5TANDING JAMB SEE OPTION5 AND CAPACITIE5 ON 5HEET J I TO J4. G. DOOR SHALL MEET EGRE55 REOUIREMENT5 A5 APPLICABLE. PER FBC. DS)DETAIL IS DETPII 9 DETPIL 6 DLTAIL ]w DETAIL DPP. Ju DPP. D: OFF. 'J< MAY 3RD, 2018 e APPROVED CONFIGURATION POCKETED DOORS LAW 14ATED GLA55 OPFIONS SHOWN. NON -REINFORCED DETAII5 5MOWN. INON-R[INPORCEU SHD\1M) 53f 5HEtt AI FOR DP AND FTINFOEONIG OPTION5 5EE DETAIL5 FOR IN5DLATED LAMINATED OPTION. FOR REINFORCED DETAIL5. 5EE 5HEET D4 0 m e" TO D7 FOR (4 TRACF S), DB TO D 12 FOR (3 TRACKS). 013 TO D 1 G FOR (2 TRACK5). Z F d4 DOOR PRAMf VADM W m PANEL Y/IDTH W Q m y Z U .Y U O A DOOR FRAME MEN — li— 'L N sm_ 3 a o �' i}— I6 " E L P%XMf(SHOANJ f%TERIOR. %%XNP it NFiAIL N DETAI 9 D TALI 10 rTPIL ]A DETAI pS OPP, pJ p9 p5 p9 SIM. f O 00 U a DOOR FRAME MOTH m R PANEL WIDTH g ED � m DOOR FRAME VADTH � p ¢ � r Z N ,I oI w of dl - P%A'%a'%a'Y.tF(snO.tMl Ppyypyyy EXffRIOR W�UIXLYP DETAI J DfiAlt DFTAIL O DETAIL DETAIL O DETAIL D AI DETAIL 2 DETAIL E P%XXYriXXO pS OPP, pn ps pY > OYY, W OPP. p9 OPP. pS ,,,�NA•O •WANQ.����, e: �Q� GENeg •• ��i� d i WIPINy. P.E' {2 { Ft5A REGISTM W. 1. CONPIGURATION5 5HO1VN PON ILLU5TRATION PuRPo5E5 ONLY. % j • _ AD16-29 IE5 AND FOUR (4) TRACKS 4. FOR ANCHOR DETAILS ANDOCAPAC T ES AT lfTAD ILL 5E I S EETTPA IOTO M. 3IONp 3. FOP. APPLICABLE DE51GN PU55URE5 5GD REINFORCING LEVEL 1. 2 OR 3. 5EE 5HEET Ki. AAA 8 still, ll,�� EB ROCKERS ARE EXOI RE PART Of TUTS APPROVAL 5. FREE STAIJDING JAMS 5EE OPTIONS AND CAPACITIES ON 5HEET J I W. l4. MAY 3RD 201 B '"^^ AND ARE TO BE Piv1ELYFD BY AHJ, G. OOOR SHALL MEET EGRESS REOUIREMEIfTS AS APPLICABLE PER fBC, )B OF 59 x x x r x ''.�- x� v-m x 'x APPROVED CONFIGURATION POCKETED DOORS (NON -REINFORCED 5HO%kN) 5tt 51EtT AI FOR Dp AND PEINfOP.CIflG OMIOI15 I I F PM (SHOWN) YWiP x x x x x x I0-0, gyp. PAW WlP (SYpV.M) x x x x x x FXKK%Y%ISHG'IN) P x x x xrs, xo ,.. O,V PxN% o 5HONN) ON xP THREE(3)TRACK5 POCFST5 AFF NOT PORT Of TH15 APPROVAL AND ARE TO BE "V1EnreD 5" AFU. 'D' OPPAIL 'SRODrral 2M1 DETPIL NON-REINFORCED DETAIL55iOWN. �= FOR REINFORCED DETAIL5, SEE SHEET D4 O cn e TO 07 FOR (4 TRACK5), D8 TO D 12 fOK (3 TKACK5). D 13 TO D I G FOR (2 TRACK5). (� Z $R p LAMINATED GLA55 OPTION5 SHOWN, 2 SEE DETAILS FOR INSULATED LAMINATED OPTION. W H < W p o w 2 O g U1 i �^ 2 H P wg E o B D ow DF:<IL DtTAI' 20 D: TAIL 'A DtTAI OPP. D9 OPP. o Tal D_Ran �o�n� �oC�n� DFTau TAI D TAIL `% on Orr. oa oPr.. G9 SiM. DF:<IL DtTAI' 20 D: TAIL 'A DtTAI OPP. D9 OPP. o Tal D_Ran �o�n� �oC�n� DFTau TAI D TAIL `% on Orr. oa oPr.. G9 SiM. -II--11-— O DPTAIL zo DCTAIL zl DfrAIL vF DFTaa c`I DFTAIL 'I'P OPP, M1P pG :rir ^ DM1 OPF. zo DlTr LL PJ Ob OPP Rv NOTE5: 1. CONFIGURATION5 5HOWN FOR ILLU51FRATION PURP05E5 ONLY. 2. 5EE CHART ON 5HEET G I FOR GIA55 CAPACITIE5 AND GLA55 OPT(ON5. 3. FOR AFT,U ALE DE51GN PRE55URE5 SGD REINFORING LEVEL I. 2 OR 3. 5EE 5HEBT 1,1. 4. FOR A14CMOR DETAIL5'AND CAPACITIE5 AT 4EAD5ILL 5EE 5HEET A I TO A6. 5. FREE 5TA14DING JAMB 5EE OPTIONS AND CAPACITIE5 ON 5HEET J I TO M. G. DOOP. SHALL MEET EGRE55 PPOUIREWN75 A5 APPLICABLE PEP, FEE, MAY i APPROVED CONFIGURATION DOOR5 (NON -REINFORCED 5H011'N) SEE 59EET AI FOR DP AND REINFORCING OPF10115 Oa Omavlp vo w (t REVERSE) DOOR FRAME MDM x x x x x x pe0 �� By 1>VF 6 %N%q(%(5HOWN) OX o %M.%%A (5HOVIN) W b M b b x x x x x.I 0 XFRF%O (5HOAM) Ox o THREE (3) TRACK5 FOCUT5 ARE NOT PARr OE IRIS PPPROVPL AND ARE TO BE REVlMTD BY AWU fMfRIOR DFTMPI zc NnAI uI DFTAI zy ,PI NON -REINFORCED DETAIL55HOW4. �= FOR REINFORCED DETAIL5, 5EE SHEET D4 Z -� TO 07 FOR (4 TRACK5), D8 TO D 12 FOR (3 TRACK5). D 13 TO D I G FOR (2 TRACK5). (� i n LAMINATED GLA550PTION55HOWN. z d4 SEE DETAIL5 FOR IN5ULATED LAMINATED OPTION. I W m m W p m zD"y Z1 9 Z ( W W� Yt B J Uu a� e -------------- m 19 p!iAIL :O DfiNl =' 'JETPII 2� D�iPll o 'J TPII .'.0 OETPII •9 TPI 'J? Ua Oy J'l 0 OPP. Ps OPP. W OPP i prNL El zD Demn z[ rml zo prrnl vI DETAI z+ Ml 'H OPP. on 2-IL ae OPP o3 51M. D� ve o9 lv II II II EXTERIOR II II 29 PO DEt PII 25 D'lAl 9 OPPPII 00 OPPPII OPPPII n' SCMPI NOTE5: 1. CONNGURATION5 5HOWN FOR ILLUSTRATION PURPOSES ONLY. 2. 5EE CHART OIJ SHEET GI FOP, GLA55 CAPACITIf5 AND GLA55 OPTION5. 3. FOR APPLICA5Lf DE51GN PRESSURE5 SGD REINFORCING LEVEL I. 2 OR 3. 5EE SHEET KI . 4. FOR ANCHOR DETAIL5 AND CAPACTIE5 AT HEAD51L SEE 54EET A I TO A& 5. FREE STANDING JAMB 5EE OPTIONS AND CAPACTI1:5 ON SKEET J I TO J4. C. DOOR SHALL MEET EGRE55 REOUIREMENT5 A5 APPLICABLE FER MC. �4 E MAY APPROVED CONFIGURATION DOORS (NON REINPOSCED 5HM1 N) .'rti:MffT Al fURPF AND P.:IFfORiANG OP(IONi x05HO.vN1 a� DooRi F�W�1 n V1 X f/X lIX MO (511 W ) mo(R£Vf Q CAD (SH(SHOWNI Y Y ( .!A RJ POCQT5 ( SOT FART Of T.115 APPROVAL AND AFS TO M RFVIF'd2D 51 A -1 IAMIIJATED GLA55 OPTIONS SHOWN. NON -REINFORCED DETAIL55HOWN. SEE OETAIL FOR INSULATED I kMINATED OPTION. FOR REINFORCED DETAILS. 5EE SHEET D4 TO D7 FOR (4 TRACKS), D8 TO D 12 FOR (3 TRACR5). D 13 TO D I G FOR (2 TRACKS). 3.3 DIfAR l5 Gt m JT OYtAII: 1122 l • LI �� MrZ?,wl Mimi 1`� 1 �T �T •"- 'Ef ••IIf 9l ORAIL S DfTAI .K D TA'5 D AI 3 D.. 1. �' NOTE5: 1. CONFIGURATION55HOWN MR ILLUSTRATION PURPOSES ONLY. 2. 5EE CHART ON 5HEET GI FOP. GIA55 CAFACITIE5 AND GIA55 OFTION5. 3. FOR APPUCABIE DE51GN PRE55URf5 5GD REINFORCING MVEL 1. 2 OR 3. 5EE 5HEET LJ I. A. FOP. ANCHOR DETAIL5 AND CAPACITIE5 AT HEAD/5LL 5EE 5HEET Al TO A5. 5. rUt 5TANDING•JAMB 5EE OPTION5cAND CLAPcOT IE5 ON 5HEET J•I TO J4. INN F INN Z dS w j q wZ w2 Z_ a y z i Z N wg: AD16-29 Ell MAY 3RD, 2018 1 r- 11 OF 59 APPROVED CONFIGURATION POCKETED DOOR5 (NON-REINFC£CTD 5n011M) DEL 5tlffT AI POR DT MID PEINPOCCING OPTIOND DOOR FRAME vn TH rRPMe WlO-n a .L X-..._..... Io � L ErrewoR eJ Oe"AI( v- D TAI %P ON I) ff (REVfRyf) mr DOOR m. x x x x ' F% r ODOR FRAME MOTH o,. X I J P%%%%ISHOJ/N) %%IxP IREVfRSf) FOCAETS MZ,- NOS FART OP 01I5 APPROVAL 'NO ARE TO BE PSVlKVFD BY AHI. LAMINATED GlA55 OPTION55HOK'N. NON -REINFORCED DETAIL55HOWN. SEE DETAILS FOR IN5U(ATED L WINATED OPTION. FOR REINFORCED DETAILS. 5EE SHEET D4 TO D7 FOR (4 TRACK5). D8 TO D 12 FOR (3 DOOR Fly TRACK5). 013 TO D 16 FOR (2 TRACK5). oo u %m xm, to I J PMf5mom W(REVER50 i.l DFTAIL 35 OFTML Ia DFTAIL 39 OG PNL 'S un36 DO9AIL 699 AI 39' a-- e1'-s: 4`� @OFPNL a5 OFiAI 33 Df.TAIL NOTES: 'G OPPAII IS OPPA:L I. CONNGURATION5 SHOWN POE ILLU5TRATION PURP25E5 ONLY. 2. 5EE CHART ON 5HEET G I FOP. GLA55: CAPACITIE5 AND GL 55 OPTION5. 3. FOR OFPLICABLE DESIGN PRE55URE5 5GD REUVORCING LEVEL I. 2 OR 3. 5EE 5HEET KI. 4. FOR ANCHOR DETAILS AND CAPACITIES AT HEAD/51LL 5EE 54EET Al TO A5. 5. FREE STANDING JMA55EE OPTIONS AND CAPACIPE5 ON 5HEET JI TO J4. 0 z 2 uj LU LU z 3 z W r U AD16-29 Fi�i ni�E12 MAY 3RD, 2018 12 OF 59 APPROVED CONFIGURATION POCKETED AND NO POCHET DOOR5 (NON -REINFORCED 5H0vny SEE SHEET AI I OR Do AND NEWORCING OMION5 xvxvxD rsHw.v Dxxaxxxx x x x x x x % x x x tro7lMx015W1NN1 oxauvn x x x x x x x x x ?x FIVE (5) TKAC15 POCRIIS 411 .01 FART 011 HI5 AVPFOVK Al ID ARE TO 5E RE`/IEN2D 5r AID. D K omR.Ru�r vnDa� x x x x wye Wrt � Hr � DLCR'R'AL\rJir. a k— :. oe� &_ 'e J @oe.ui Q_ NOTE5:I 2 5tt CHART ON 51 SHOWN FOR ILLUSTRATION PURPOSES ONLY. 5x 15Nwn+1 II -- �—I 2. 5EE CHART AB 5HEET G FOR GIA55 CAPACITIES AND GLA55 OFT2 OR _ ll— U�I� 3. FOR APPLICABLE DESIGN PRESSURES EGO AT HEAD61LL 5E LEVEL I. 2 OR 3. StE SHEET KI. IXrtGOe 4. FOP. ANCHOR DETAILS AND O IONS AN AT HEADSRL 5EE 5HEET A I TO 4. 5. FP.EE STANDING JAMBREE OPTIONS AND CAPACITIES ON 5HEET J TO J4. v" E. DOOR S4ALL MEET EGRESS REOUIREMEHTS 0.5 APPLICABLE PER FBC. D� &..l &5#11o.R ;A a' WT� � C94.L a UT LAMINATED GLA55 OPTIONS SHOWN. SEE DETAllS FOR IN5UTATED IAMINATED OPTION. NON -REINFORCED UETAIL5 5HOWN. FOR REINFORCED DETAILS. 5EE 5HEET D4 TO D7 FOR (4 TRACK5), 08 TO D 12 FOR TRACK5). D 13 TO D I G FOR (2 TRAC15). z NN F Z i L W e 1 wo C t Z D N E D Zsm. Lu a ' AD16-29 E13 13 OF 59 k— :. oe� &_ 'e J @oe.ui Q_ NOTE5:I 2 5tt CHART ON 51 SHOWN FOR ILLUSTRATION PURPOSES ONLY. 5x 15Nwn+1 II -- �—I 2. 5EE CHART AB 5HEET G FOR GIA55 CAPACITIES AND GLA55 OFT2 OR _ ll— U�I� 3. FOR APPLICABLE DESIGN PRESSURES EGO AT HEAD61LL 5E LEVEL I. 2 OR 3. StE SHEET KI. IXrtGOe 4. FOP. ANCHOR DETAILS AND O IONS AN AT HEADSRL 5EE 5HEET A I TO 4. 5. FP.EE STANDING JAMBREE OPTIONS AND CAPACITIES ON 5HEET J TO J4. v" E. DOOR S4ALL MEET EGRESS REOUIREMEHTS 0.5 APPLICABLE PER FBC. D� &..l &5#11o.R ;A a' WT� � C94.L a UT LAMINATED GLA55 OPTIONS SHOWN. SEE DETAllS FOR IN5UTATED IAMINATED OPTION. NON -REINFORCED UETAIL5 5HOWN. FOR REINFORCED DETAILS. 5EE 5HEET D4 TO D7 FOR (4 TRACK5), 08 TO D 12 FOR TRACK5). D 13 TO D I G FOR (2 TRAC15). z NN F Z i L W e 1 wo C t Z D N E D Zsm. Lu a ' AD16-29 E13 13 OF 59 I ,.j000RHLIGHT1 GI I MKZ2']M G3 I G4 I 72 1 2 'A'M T51RCkD - L4MXXRNiA4 WRWAV[RR( ♦J' GGY RMKKq HC.' I/t'XG151FLN04t/94 (7 u 1 / I ...` IDOOR HEIGHT GI I G2 I G3 I G4 I 102.0 102.0 101.0 36 132 150.0 I50.0 150,0 I50,0 42 132 150.0 150.0 150.0 136.0 _ _ 48. 132 102.0 II.M., nm z m NN � �S z f sa Lue W Wx 0 u z 0 g z } O m3�Y tl 132.0 54 1 138 1 102.0 1 1 102.0 115.0 GO 136 102.0 102.0 102.0 36 144 1500 I50.0 98.8 42 144 102.0 102.0 93,8 48 144 102.0 102.0 - 89.5 54 144 102.0 102.0 - 150.0 60 144 102.0 102.0 - O 4 D.L.O. WIDTH = AVE. PANEL WIDTH - 4° Z % 110.0 D.L.O. HEIGHT = FRAME HEIGHT - 9.125^ 101.0 92.8 88.2 z 00 C� 85.1 o ZSy p✓53 � n 3l!4'fL�'.5:[ IB YD'�'R>rKt Yis Tni SirLUJ LASS 916'lL✓I'. GV55 �C. GDO XIITP,Kk+lll P.nl'[Y ♦ AJLIPAY 0NL0.4A, IVC' II<'nt515;v[ND WP`5 Y.]'4'k �YaC[ Jli4'RMa, GInSc_ �G.410 ^V�iNILP'.nril'R+ A'lYt„WY*Mt41C0. rLC: � �r! A ST[I.D GA59 N rulls?s Ell x llll.a 3IC G 5B € 64 25 1', /F1y✓ / V / fim 0 GLA99 TVPf GIB GLASS IYPE'G3' GU 5TYPE G4' .ryICLM1Wa+ai OAPF![ �8 � r y.)rLVy'- i iKMY4 UfUJ[ ym(9 AD16- 29 G1 140F 59 lauTlYOBUPaau{8u3'AOn moa'sauaam>b3x0n'2.�.. ult-rm(god xv GuL-'Zq(sm)1l (n BIBB'BGZ'90Z +I CSICC 1i WtlOY MET lilwW ~ MID 14Z'909:d YCOSTS'%�tl9Z[NS IOSB —IS tlS 3Atl 2LMN 02m ILL smvilnsrvop srllzvin 'ONI 'SMOONIM S3 a€ ; O EN 'ONI ••JNR133NI0N3 AOW (IWU8Oo0 SSVO SNIQIIS OZOZaSS53 ee d 0 0 0 0 N N N N N N *. • V1"Yi.�� �j5v � (,�i.. M M m M M N •gam �n Q'Z�N z I O O O O o 6 a w a s o 0 0 0 0 `0'YcOG WIU U wl0 p J � W z � W J W M � Zjj OJ _ _ w L P P P P P y� P Q Q Q Q W U II N � p y W — � � 3 w z z ymj LpZ m o Q P O O GGV19031VNIWVI GGY19 a31VNIWVI-a31V1(ISNI I.� n �CS (1 OI Oj0 1J 0 N 0 N 0 NN_ 0 O 0 O 0 0 0 N 0 N 0 0 0 O 0 0 0 0 0 0 O 0 ...... O 0 0 0 0 0 0 0 0 N 0 N ... 00 0 0 0 N 0 N IP ul tlf O_ O O N_ N O_ O_ 2 2m N S 2N O O N N O O_ O O_ O_ O_ O_ O_ O O_ O_ O O_ O_ O_ _ _ _ _ _O _O _O _O _O _O O p�, o `d O o 0 0 0 0 0 o O o O o o O o O o 0 0 0 0 0 0 0 0 0 0 0 o g o 0 0 0, 0 0 0 0 0 0 0 a �i io M md a [i o o d d oR m mo m m n m m m m m m m m m m m m m m m m m m m m m b m u m m a m m O o 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 mmmooaiti000�o rouootiroromw ai ei ai sim oaitimai ai aim6aimmai airo.i� �� NY O O O O O O. O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 10 N W 10 W W 10 V V N l0 lD N l0 N V Ul lD N N N N J1 l0 N t0 N l0 ill N Vl N N 19 N lY N tD 10 N lD N l00 N l0 W 10 W JI t9 .il l0 N tU N tU N W l0 t0 N l0 N N W W {� Qi N � 0 0 0 O (..� K _3 N mm VI N mmmm 4f1 ✓1 J1 wmw� Y1 V1 ww N lou�in io icmmlo JI ✓� .o �o �l '1 N 0 IIl 0 N 0 Y1 0 YI 0 •1\ ' 0 RI 0 Yf 0 N 0 0 N 0 N 0 0 0 Yl 0 I(1 0 N 0 0 0 S 0 0 p tU to V t0 t0 tU N N l0 N t0 U V tY lC N lG t0 V V N 1C N i I ' w ^ M1V N I N N g q p p 0 Q P P Q P Q P p O O O O O O lO V lO lO N M Nt�l0 m mP oOI.�D1 6 wyjoQ PNVO0N DKPr 0 lN�l TbO) PQ1 � I i 51LL RAISER OFTION5 (5HOWN ON 2. TRACK DOOR5) P051TIVE LOAD LIMITED A5 FOLLOW DUE TO WATER INFILTRATION = m HN e 0 Z_I rLu sa y LL 6 W Q ry m Z_ U U (� i �v X 38 2 5 m e u rz 10 U � P � m d Pd MAX.=+65 PSF Pd MAX.=+55 PSF Pd MAX.=+90 P5F R m a - h m w 8 WIPJ*P.E.'. {e tooIDd aEEISfM N. 6-29 �•....OA P���,� p�4Fs@ 'lls, , pd K2 MAY 3RD, 2018 16 OF 59 2 TP.ACK FREE STANDING JAMB CAPACITY- PSF SGD PANfl51ZE5 JAMB V✓!O PPNF. JAMB lN/ ALUM P.fIN(. JAMB W/ STEEL PPINf, AVE.PANfL NnDTH DOOR HEIGHT PSf P5f PSF P5f PSF PSf (IN) (INI +- 36 B4 85.0 102.0 H5.0 102.0 B5.0 102.0 42 HS.O 100.0 B5.0 102.0 85.0 102.0 49 95.0 90.0 tl5.0 102.0 85.0 102.0 Si 83.0 83.0 95.0 102.0 85.0 102.0 60 77.0 77.0 35.0 102.0 85.0 102.0 66 ]3.0 ]3.0 85.0 9].0 B5.0 102.0 ]2 ]I.O ]I:0 H5.0 93.0 H5.0 ID2.0 36 90 HS.O 9H.0 HS.O 102.0 85.0 102.0 42 B5.0 86.0 85.0 102.0 H5.0 102.0 48 ]].0 7].0 85.0 102.0 H5.0 102.0 59 ]I.D ]I.O 85.0 93.0 H5.0 102.0 60 66.0 66.0 H5.0 H6.0 B5.0 102.0 66 62.0 62.0 82.0 tl2.0 H5.0 102.0 72 59.0 59.0 ]H.0 78.0 95.0 102.0 36 96 tl5.0 96.0 tl5.0 102.0 95.0.. 102.0 42 ]5.0 ]5.0 8S O 99.0 85.0 102.0 4B 6].0 6].0 85.0 8B.0 B5.0 102.0 54 61.0 6L0 BO.O 80.0 85.0 102.0 60 56.0 56.0 ]4.0 ]4.0 HS.D 102.0 66 53.0 53.0 70.0 70.0 95.0 101.0 72 50.0 50.0 66.0 66.0 85.0 96O 36 102 ]6.0 ]60 85.0 100.0 850 102.0 42 66.0 66.0 85.0 BTO 85.0 102.0 4tl 59.0 59.0 ]].0 77.0 85.0 102.0 59 53.0 530 ]O.0 70.0 B5.0 102.0 60 49.0 49.0 65.0 65.0 85.0 94.0 66 46.0 46.0 61.0 61.0 85,0 BBO 72 43.D 43.0 57.0 57.0 83.0 tl3.0 36 108 67.0 6].O 85.0 H9.0 B5.0 102.0 42 50.0 5HO 77.0 77.0 85.0 102.0 4B 52.0 52.0 68.0 68.0 85.0 99.0 54 4].0 4].0 62.0 62.0 85.0 90.0 60 43.0 43.0 5].O 5].O 93.0 B3.0 66 40.0 40.0 53.0 53.0 77.0 7Z0 ]2 3H.0 39.0 50.0 50.0 ]3.0 ]3.0 36 114 60.0 60.0 79.0 79.0 BS.O 102.0 92 52.0 52.0 69.0 69.0 85.0 10010 49 46.0 46.0 61.0 61.0 85.0 BH.D 59 42.0 42.0 SS.O SS.O HO.O 80.0 60 38.0 38.0 5L0 51.0 ]3.0 73.0 66 36.0 36.0 47.0 4].0 6B.0 6H.0 ]2 33.0 33.0 44.0 44.0 64.0 64.0 2 TP.ACK FREE STANDING JAMB CAPACITY -PSF SGD PANEL SIZES FIXED STILE N'IO REINF. FI%ED STILE W/ ALUM REIIR. iIxED STILE W/ STEEL REINF. AVE. PANEL WIDTH ROOF HEIGHT p5F P5f PSf PSf P5f P5f + + - 36 120 54.0 54.0 71.0 71.0 85.0 102.0 42 4].0 4].0 62.0 62.0 tl5.0 99.0 49 42.0 42.0 55.0 55,0. 79.0 79.0 54 3].0 3].0 49.0 49.0 ]2.0 72.0 60 34.0 34.0 45.0 45.0 66.0 66.0 66 32.0 32.0 42,0 42.0 61.0 61.0 72 30.0 30.0 390 39.0 5].0 57.0 36 126 99.0 49.0 64.0 64.0 85.0 93.0 42 42.0 42.0 56.0 56.0 BI.O BI.O 40 37.0 37.0 49.0 49,0 54 34.0 39.0 99.0 49.0 64.0 64.0 60 31.0 31.0 41.0 41.0 59.0 59.0 66 3tl.0 38.0 55.0 55.0 36 132 44.0 44.0 59.0 59.0 B5.0 tl5.0 42 38.0 38.0 51.0 51.0 ]3.0 73.0 4H 34.0 34.0 45.0 45.0 65.0 65.0 54 31.0 31.0 40.0 40.0 SB.O SB.O 60 37.0 3].O 53.0 53.0 36 13B 41.0 41.0 53.0 53.0 ]].O ]].0 42 35.0 35.0 46.0 46.0 67.0 67.0 40 31.0 31.0 41.0 41.0 59.0 59.0 54 - - 3].O 3].0 53.0 53.0 60 - - 33.0 4H.0 48.0 36 144 37.0 3].0 49.0 ]L0 71.0 42 32.0 32.0 42.0 61.0 61.0 48 - M33.0 37.0 54.0 54.0 54 33.0 49.0 49.0 60 31.0 44.0 49.0 75 - 15 tla O 2 a 9 Z F a4 `u C < 5 W Z n w0 4 Z_ u 9 r i ym w �� e } B U iz m m f Em F JAMB W/ LOCK STILE JAMB W/ FIX STILE ���-- UNREINF. UNREINF. 3/16"X4°ALUM. 3/16"X4°ALUM. OR STEEL BAR - OR STEEL BAR o o O & v� Z mm (6 W m v O'aLL �z m a,s W _ N N w AVE, PANEL WIDTH = FRAME WIDTH 75 15 p OF PANEL5 JAMB W/ LOCK STILE JAMB W/ FIX STILE R.EINF. REINF. NOTE:LAMINATEDILE GLA9 OPTION ONLY. ,14,��i� �� CHART COVERS BOTH INSULATED M'PIN P.E LAMINATED AND LAMINATED GLASB Fob M Imu W. 1` OPTIONS. Z �F AD16-29 ��Q MAY 3RD, 2018 lj 0OF 59 m o NN e 3/16"X6 /8° 3/16°XG 1/8• ALUM. BAR O i S. Z z d� (� e W N m W p $ T. U $ D i 4m Z � <� W m u V g 41,R 5 } D s�' N 0� U 2 a Er F f JAMB W/ LOCK STILE JAMB W/ FIX STILE REINF. REINF. O o w n U '$ 3 w R O 'au Z R a ry NOTE: STILE SHOWN FOR LAMINATED GLA55 OPTION ONLY. CHART COVERS BOTH INSULATED LAMINATED AND o w R LAMINATED GLA55 OPTIONS. w p AVE. PANEL WIDTH = FRAME WIDTH X OF PANELS C d p WANp 4.,. fbCVEGI�3W.P.E' 5 a ,FL O P.•� j`t��� �••iFSS �ONP; ���� AD1s-zs J2 Tg OF 59 MAY 3RD, 2018 3 TRACK F.STANDING JAMB CAPACITY -PSF 5GD PANEL SIZES JAMB W/ ALUM P.EINF. AVf. PANEL WIDTH GOOF HEIGHT pBF PSF (IN) (IN) + 36 B4 85.0 102.0 42 85.0 102.0 9B 85.0 102.0 54 02.0]2 102.03602.04202.04D F85,O102.060102.066 102.0 5490102.060 102.066 102.0 ]2 B5.0 102.0 36 96 85.0 102.0 42 85.0 102.0 48 B5.0 102.0 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 ]2 BS.O 102.0 36 102 B5.0 102.0 42 85.0 102.0 4B es.o loz.o 54 85.0 102.0 60 85.0 102.0 66 85.0 102.0 ]2 85.0 102.0 36 108 85.0 102.0 42 B5.0 102.0 49 BS.O 102.0 S4 85.0 102.0 60 50 102.0 66 7155.2. D5.0 102.0 ]2 85.0 102.0 102.0 102.0 102.0 102.0 IUGG55.0 102.0 102.0 102.0 3 TRACK DESIGN LOAD JAMB CAPACITY -PSF SGD PANEL S12E5 JAMB W/ ALUM R.EINF. PANEL WIDTH DOOR HEIGHT PSF PSF (IN) (IN) + 36 t 20 85.0 102.0 4z as.o loz.o 48 85.0 102.0 54 B5.0 102.0 60 85.0 102.0 66 tl5.0 102.0 ]2 85.0 102.0 36 126 85.0 102.0 42 85.0 102.0 4B 85.0 102.0 54 B5.0 102.0 60 85.0 102.0 66 85.0 102.0 36 132 85.0 102.0 42 85.0 102.0 40 85.0 102.0 54 05.0 t 02.0 60 D5.0 102.0 36 13B 85.0 102.0 42 85.0 102.0 4B D5.0 102.0 54 B5.0 102.0 60 B5.0 9D.0 36 144 85.0 102.0 4z es.o l02.0 4B 85.0 102.0 54 85.0 99.0 60 85.0 90.0 PANE1 in a F \� X u� O in I JAMB ANCHOR TPE5: TYP.E�Ai 114' DIA. KW)KCON (Fu— 137 K51. Fy-138 KSI) 1/2' MIN. EMBED INTO WOOD OR THRU WOOD WITH 1 314" MIN. EMBED INTO TCe3 K51 MIN, CONCRETE 2 112` MIN. EDGE DISTANCE, 3' MIN. O.C. F14101rWAWLYCO Cfu 3 Y�i''-38Mr"1FD O4RWt1't I Gb ONCRETEBEDC+E 0151TR+P.GC=`w TPPE'B i1/4'DIA ULTRACON (Fu=177151 Fy-155 K510 3 TRACK 5GD TYPICAL ANCHOR 4 TKACY. 5GD JAMB ANCHOR CHART 2 TP.PGK, 3 TK@ K, 4 T RACK OR 5' TRACK JAMB AidCH04TPE SUBSTRATE MAX. 5NIM ANCHOR5FACING At CONC. t/4' I& At WOOD/CONC. &B' I2' Ai LWOC�D/G90 BLC�CK� ... 3/8' _i2' BI WOOD)CONC. 3/B'____ 12' CI METAL U4' I& CI METAL 31B' IV DI METAL W I& 1 /2' MIN. EMBED INTO WOOD OK THRU' WOOD WITH 1 3/4'MIN, EMBEO INTO lu=3 K51 MIN, CONCRETE 2 t/2"MIN: EDGE DISTANCE, 3°'MIN, O.C. i n. b TYPED 1': I/4' DIA. TEKS/DR1L-FLIX SCREW GRADE 5 (Fu= 120 K51, Fy=92 KSp INTO METAL STRUCTURE ALUMINUM: I/8' THK. MIN. (6063-T5 MIN.) STEEL: I/8" THK. MIN. (Fym3GK51, MIN.) a TYPE °E I `: 5/1 SCREW (Fu=120 KSI, Fy=92 K51) N m� MTEK5/DML-fLEX5TRUCTU INTO METAL URE ALUMINUM: I/8' THK. MIN. (6063-75 MIN.) ALUMINUM: 1/8' TH 5TEEL: I/W THK MIN. (Fy-3601, MIN.) 2 TRACK 5G1) 5TEEL IN CONTACT WITH ALUM. TO 512 PAINTED. -- —'—" 3 z 5/8 o N 3 TRACK 5GD I 4 TRACK 5GD 1 5 TRACK 5GD 10003I_1M�Wtl 5 1 KA(;K t'G V AD16-29 J3 19 OF 59 I PANEL WIDTH =1 O X X i fj 6 0 0 JAMB ANCHOR TYPE5: TYPE "B2": 114' DIA. ULTRACON IFi,=177 K51. Fy= 155 K50 3/4" MIN. EMBED INTO &-3 151 MIN. CONCRETE 5/1G' MIN. EDGE D15TANCE TYPE'D2': 1/4- DIA. TEK5-5ELF DRILLING 5CREW IF.= 120 K51,FY=92 K50 INTO METAL 5TRUCTURE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN,) STEEL: 1/8' THK. MIN. (Fy=3GP51. MIN.) TYPE'D2A': 1/4- DIA. 5M5 (Po=74 K51. Fy=57 K50 1112' MIN. EMBED INTO WOOD 5TRUCTURE (5G=0.55 MIN.) I' MIN, EDGE D15TANCE Z ^� U� i nR TYPICAL ANCHOR TYPICAII ANCHOR 5 5114GLE ROW @ 12.O.C. 5INGIE ROW @ 12' O.C. 2 2' 2' Z U 9 i 5/16' it 5/16' L5/ 2 N Wg E o . I m AtUCTURE - - Z h 3wa�a Qn�LL ^ 0 Z 3� N _. W m A,�app J4 MAY 3RD, 2018 w 20y0F 59 A4 OR AA4 - A CLUSTER OF (4) TYPE "A" OR "AA" ANCHORS AT HEAD A6 OR AA6- A CLUSTER OF (6) TYPE "A" OR "AA" ANCHOR5 AT HEAD A5 OR AA5- A CLUSTER OF (6) TYPE "A" OR "AA" ANCHOR5 AT HEAD A 10 OR AA 10 - A CLU5TER OF (10) TYPE Al"OR "AA" ANCHOR5 AT HEAD 84 - A CLUSTER OF (4) TYPE "B" ANCHORS AT HEAD B6 - A CLUSTER OF (6) TYPE "Bu ANCMOP5 AT HEAD ANCHORS AT HEAD �� • WIPIN P.0 FOR ANCHOR TYPE5 4 LAYOUT, 5EE 5HEET A6 4 A7 ? 'ASa°a KEGII "' 0. I359 5 t OF •z MAY 3RD, 2016 S� Z NN y 2 WN Z a as Q ] < W % m W 00 o Z V S (� i z LU } 0 U m f U d w ag m Fg 5 E F ' - HE J E rc o y i o N N w Z 5 O a Z 3 e W {4 AD16- 29 Al 210E 59 � hNCriLt?ACYitR!25` tis=7� za t saz:.� <nelloe,we°B� . -�B4 �c�,� h �[.,.,+y ��►AA�� A6 AD AIO B6 BB 36 - - B4 132.4 150.0 150.0 I50.0 150:0 150.0 I50.0 42 118.9 I50.0 150.0 I50.0 I50.0 I50.0 150.0 48 109:2 I50.0 I50.0 i50.0 140,0 I50.0 I50.0 54 102.2 I50.0 150:0 i 50.0 131.0 150.0 I50.0 60 97.I I45.6 I50.0 150.0 124.4 I50.0' I50.0 66 93.4 140.I 150.0 f 50.0 119.8 150.0 150.0 72 91.0 136.5 150.0 150.0 116.7 150.0 150.0 36 90 12 i .3 150.0 150.0 150.0 150.0 150.0 150.0 42 109.5 150.0 150.0 150.0 139.1 150.0 150.0 48 99.3 148.9 150.0 150.0 127.3 150.0 150.0 54 92.4 138.7 150.0 I50.0 118.5 150.0 150.0 60 87.4 131.0 150.0 150.0 112.0 150.0 150.0 66 93.6 125.4 150.0 I50.0 107.2 150,O 150.0 e®0.9p 121.3 150.0 150.0 103:7 150.0 150.0 'I- I � i 1240 150.0 150.0 150.0 ' 143:6' 50.0 150.0 _ 5$- 99.8 149.8 150.0 I50.0 128.0 150.0 150.0 91,,0)E 136.5 150.0 150.0 J 16.2 150.0 I50.0 I26.6 150.0 150.0 I05.2 I50.0 150.0 60 79.4, 119.1 150.0 150.0 101.8 150.0 150.0 66 75.6 113.5 150.0 150.0 97.0 145.5 150.0 72 82.8 109.2 145.6 150.0 93.3 140.0 150.0 36 102 104.0 150.0 1'50.0 150.0 133.3 150.0 150.0 42 92.4 138J 150.0 150.0 118.5 I50.0 I50.0 40 84.0 126.0 I50.0 I50.0 107.7 150.0 150.0 54 77:7 116.5 150.0 150.0 99.6 149.3 150.0 60 72.8 109.2 145.6 150.0 93:3 140.0 F150+O6669.1103.E38.1I50.0B@,5132.07266.299.3132.4I50.0B4.B127:33697.1145.EI50.0I50024.4I50.04286.1129.1I50.0500110.3I50.04B78.0117.0150.0I50.0100.0I50.054IOB71.907.9143.8I50.0922138.3606Z2IOO.D134.4150.086.2129.26663.595.3127.1150.0BLS122.27260.791.0121350077.811617 36 114 91.0 136.5 150.0 150,0 116.7 150.0 I50.0 42 BO:S 120.0 I50.0 I50.0 103.2 150.0 150.0 40 72.0 109.2 145.E 150,0 93.3 14010 150.0 54 66.9 100.4 133.9 IS0.0 85.8 120:7 150.0 60 62.4 93.6 124.0 150.0 80.0 1200 150.0 66 58,6 55.2 I17.7 147:1 75.4 113:1 I50.0 72 56.0 84.0 112.0 112.0 71.0 IOTI7 143.6 HEAD ANCHOR CAPACITY - PSF SGD PANEL SIZES ANCHOR TYPE "A" OR. "AA' AtJCNOR TPE "B" AVE. PANEL 1HIDTII DOOR BEIGMT A4 PA4 A5 AA6 AB AAB AIO PAID B4 B6 80 36 120 150.0 i50.0 109.8 150.0 150.0 42 150.0 I50.0 97.0 145.5 150.0 48 136.5 150.0 8715 131.3 150.0 54 C52.076.0 125.2 150.0 80.3 120.4 I50.0 60 116.5 145.6 74.7 1 f2.0 149.3 66 109.5 136.9 70.2 105.3 140.4 72 I04.0 130.0 66.7 100.0 133.3 36 I26 80.9 i 21 .3 150.0 150.0 103.7 15010 I50.0 42 71.3 107.0 142.6 I50.0 91.4 137.1 I50.0 4B 64.2 96.4 128.5 I50.0 82.4 123.5 I50.0 54 SB.B 88.2 117.7 147.1 75.4 113.1 I50.0 60 54.6 BL9 109.2 136.5 70.0 105.0 140.0 66 SL2 76.9 102.5' 128.1 65J 98.5 131.4 36 i32 76.6 114.9 150.0 I50.0 98.2 147.4 I50.0 42 67.5 IOL2 134.9 I50.0 06.5 129J I50.0 40 60.7 91.0 121.3 150.0 728 116.7 I50.0 54 SS.S 03.2 110.9 13BJ 71:1 106J 142.2 60 51.4 77.1 102.8 128.5 65.9 9B.B 131.8 66 40.1 72.2 96.3 120.3 61.7 92.6 123.4 36 130 72.0 109.2 145.6 I50.0 93.3 140.0 150.0 42 64.0 96.0 1200 I50.0 B21 123.1 I50.0 4B SZS 06.2 114.9 143.7 73.7 110.5 147.4 54 52.5 78J 104.9 131.2 6Z3 100.9 134.5 60 48.5 72.8 97.1 121.3 62.2 93.3 124.4 36 144 69.3 104.0 13BJ I50.0 88.9 133:3. I50.0 42 60.9 91.3 121.8 I50.0 78.0 I17.1 I50.0 4B 54.6 01.9 IOB,2 136.5 70.0 105.0 140.0 54 49.8 74.7 99.6 124.4 63.8 95.7 127.E 60 460 69.0 92.0 114.9 SB.9 80.4 117.9 554 - A CLUSTER OF (4) ANCHOR5 TYPE "BB" AT INTERLOCK/A5TRAGAL BBG - A CLUSTER OF (G) ANCHORS TYPE "BB" AT INTERLOCK/A5TRAGAL B58 - A CLUSTER OF (5) ANCHORS TYPE "BB" AT INTERLOCK/ASTRAGAL BB I 0 - A CLUSTER OF (10) ANCHOR5 TYPE "B5" AT INTERLOMA5TRAGAL FOR ANCHOR TYPE5 E LAYOUT, 5EE 5HEET A7 ,WAN�•,l�,• p �d 0 p �•�Q`•�EN9e. •`� i �YIPIN P.E. FQ,jRoa ECIMA W. fL E559 OF . W 4 �`. ' • ,c; FC OP, •i��a0�• MAY 3RD, 2018 Z m NN N 2 Z < G4 W N 6 wo N z s i z a wg Y B im w m� U °o i m V e 'E i - a p y o 0 W a U m 3wa O <d in Z 5 3 a'r W R e! 12 e..,.w. x.. AD16-29 A2 22 OF 59 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR. TPE'BB' AVE. PANEL WIDTH DOOP. HEIGHT BB4 BB6 BBB BRIO 36 96 97.2 145,E I50.0 150.0 42 B6.] 130.0 I50.0 150.0 4B ]9.0 I I@5 150.0 I50.0 54 ]3.3 109.9 196.6 I50.0 60 68.9 103 4 13].9 I50.0 66 65.] 98.5 131.3 150.0 72 63.2 94.d 126.4 I50.0 36 102 90.3 135 4 150.0 I SO.O 42 B0.3 120.4 150.0 I50.0 4B ]2.9 109.4 145.E 150.0 54 6P.4 101.1 134.8 I50.0 60 632 94.B 126.4 I50.0 66 60.0 89.9 119.9 149.9 72 5].5 B6.2 I14.9 143.E 36 108 84.3 126.4 I SO.O 150.0 42 74.7 112.1 I49.4 48 67.7 IOL6 135.4 S4 62.4 93.6 124.8 6058.3BZSI16J66 55.2 B2.7110.3]2 P14513 52:7]9.005.3 36]9.0I185I50.042 114 69.9 104.8 39.8 48 63.294.8126.4 54 58.18Z2IJ6.2 60 59.2 81.3 IOB.3 135.4 66 S L I 76.6 102.1 12].] ]2 48.6 ]2.9 9].2 21 5 36 120 ]4.4 I II.S 14B.] I50.0 42 65.7 98.5 131.3 150.0 4B 59.3 88.9 I1B.5 148.1 54 54.4 81.5 IOb.7 135.9 60 90.6 ]$.B 101.1 126,4 66 4Z5 ]1.3 95.1 I1B.9 ]2 45.1 6].] 90.3 1129 36 132 66.5 99.8 133. I I SO.O 42 SB.6 B7.B 117.1 146.4 98 52.] ]9.0 l0&3 131.] S4 48.2 ]2.2 96.3 1204 60 44.6 66.9 BB,2 I I LS 66 41.8 62J 83.6 1045 HEAD ANCHOP. CAPACITY -PSF SGD PANEL SIZES ANCHOR M'E^'BB" AVE. PANEL WIDTH DOOR HEIGHT BB4 B86 BB8 BRIO 36 13B 63.2 94.8 126.4 150.0 42 58.6 d3.3 I I L I 138.9 48. 49.9 74.8 99B 124J 54 45.5 68.3 91.1 113.9 60 42.1 63.2 84.3 IOS.i 36 144 60.2 903 120,4 IS0.0 42 52:9 79:3 105.] 132.1 48 47.4 71.1 94.8 IId.S 54 43.2 648 86.4 IOB.O 60 39,9 59.9 79.8 99.B CC4 - A CLUSTER OF (4) ANCHORS TYPE "CC" AT INTERLOCK/A5TRAGAL CC6 - A CLUSTER OF (6) ANCHOR5 TYPE "CC" AT INTERLOCK/A5TRAGAL CC-8- - A CLUSTER OF (8) ANCHOR5 TYPE "CC" AT INTERLOCK/A5TRAGAL CC ­I O - A CLU5TEP. OF (1 O) ANCHOR5 TYPE "CC" AT INTERLOCK/A5TRAGAL FOR ANCHOR TYPE5 6 LAYOUT, 5EE SHEET A7 �,0" WANpI% VYm . P.E fj� flEGISfpP. t} l2 ''4FSS�ONp%.�`` MAY 3RD, 2018 Cb o� Z m NN i 9a _ 4 3 G 1? e W 2 0 W Z U 9 Z n Z W U 0 n� U e J <Q 3 S 9 e e - f 80 t� Z g ZI N W Z $ 3 W�� O aL C Z 3' W R J k' ^' i4 AD16-29 A3 23 OF 59 HEAD ANCHOR CAPACITY -PSF 9GD PANEL51ZE5 ANCHOR TPE YC' aVE. PANEL WIDTH DOOR. MIGHT CC4 CC6 CCB CCIO +l- +l- 36 96 109.9 I50.0 I50.0 150.0 42 98.0 14].O I50.0 I50.0 ag g9.3 134.0 I50.0 150.0 54 B2.9 124.3 150.0 I50.0 60 ]B.0 1 16.9 150.0 150.0 66 ]4.3 111.4 14B.5 150.0 ]2 7 L5 107.2 142.9 I50.0 36 l02 102.1 150.0 150.0 150.0 42 90.8 136.1 I50.0 I50.0 4e B2.5 123.7 150.0 I50.0 54 76.2 114.3 150.0 150.0 60 71.5 10].2 142.9 I50.0 66 6i.8 101.] 135.6 149.9 72 65.0 97.5 129.9 143.E 36 IOB 95.3 142.9 150.0 150.0 42 g4.5 126.] IS0.0 I50.0 4B 76.6 t14.9 IS0.0 150.0 54 ]0.6 105.9 141.2 I50.0 60 66.0 99.0 131.9 I50.0 66 62.4 93.6 124.] I50.0 ]2 59.6 89.3 119.1 148.9 36 114 89.3 134.0 I50.0 ISO.Q 42 79.0 118.E 150.0 I50.0 48 71.5 107.2 142.9 150.0 54 65.7 9B.6 131.4 150.0 60 61.3 91.9 122.5 150,0 66 5].B g6.6 II5.5 144.4 ]2 55.0 82.5 109.9 13].4 36 120 g4.1 126.1 I50.0 150.0 42 ]4.3 t I t.4 148.5 I50.0 4B 67.0 100.5 134.0 I50.0 54 61.5 92.2 123.0 I50.0 60 57.2 BS.B 114.3 142.9 66 53.8 80.7 IOZS 134.4 ]2 51.0 ]6.6 102.1 12].G 36 132 ]5.2 112.H ISO.O 150.0 42 66.2 99.3 132.4 150.0 4g 59.6 B9.3 119.1 14B.9 54 54.5 81.7 I OB.9 136.1 60 50.4 75.7 100.9 126.1 66 q].3 N.9 94.5 PI B.I HEAD ANCHOR CAPACITY -PSF SGD PANEL 512E5 ANCNOP. itPE'CC' AVE. PANEL WIDTH DOOR t1EIGNT OC4 CC6 CCB CCIO 36 13B 71.5 IOZ2 142.9 I50.0 42 62.8 94.2 125.] I50.0 48 56.4 &i.6 112.B 141.1 54 51.5 77.3 103.0 128.8 60 4].6 ]I.5 95.3 119.1 36 I44 68.1 A021 136.1 150.0 42 59.8 09.6 119.5 149.4 qB 53.6 00.9 10].2 134.0 S4 48.9 ]3.3 9]J 122.2 60 4g.1 6].] 90.3 112.8 C4 - A CLUSTER OF (4) TYPE "C" ANCHOR5 AT HEAD CS - A CLUSTER OF (6) TYPE "C" ANCHOR5 AT HEAD D4 - A CLUSTER OF (4) TYPE "D" ANCHOR5 AT HEAD D6 - A CLUSTER OF (6) TYPE "D" ANCHORS AT HEAD D8 - A CLUSTER OF (8) TYPE "D" ANCHORS AT HEAD E6 - A CLUSTER OF (6) TYPE "E" ANCHOR5 AT HEAD ;.��Q�� DNS fi�%,,,,���y� �YIPINg P.E.', ` ! NOD REGISrtU A IfOR ANCHOR TYPE5 £ LAYOUT, 5EE 5HEET A6 __ Fuss '.fit �Fp�2 �ONAe p�' MAY 3RD, 2018 w NN N c 2 Z_ r ua D < W Z N Z U W I H Z W D pjm mY U K i Z V s o a F E K 0 p N 0 7 N w F d U N n 3 w Oad 3�^ W �g {4 >-•=M �^ AD164 29 A4 pq 0OF 59 HEAD ANCHOR CAPACITY -PSF 5GD PANEL SIZES ANCHO,¢ TYPE'C ANCHOP. TVPf "D^ ANCItOR TYPE "E" AVE. PANEL WIDTH DOOR HEIGHT C4 C6 D4 D6 DB E4 E6 pN) +l- +l- 36 84 150,0 I50.0 114.9 150.0 I50.0 I50.0 150.0 42 150.0 150.0 103.2 150.0 150.0 150.0 150 0 4B 1500 150.0 94.8 142.2 I50.0 I50.0 I50.0 54 I50.0 150.0 BB.7 133.I I50.0 150.0 I50.0 60 I50.0 150.0 84.3 126.4 I500 I50.0 I50.0 66 150.0 150,0 61.1 121.7 J50.0 15010 150.0 72 150.0 150.0 79.0 118.5 150.0 146.7 150.0 36 90 150.0 150.0 1053 150.0 150.0 150.0 150.0 42 150.0 150.0 94.2 141.3 150.0 150.0 150.0 48 150.0 150.0 06:2 129.3 150.0 150.0 150.0 54 150.0 80,3 120.4 150.0 149.0 I50.0 60 150.0 75.8 113.8 150.0 140.8 150.0 66 150.0 72.6 103.9 145.1 134.7 I50.0 72 150.0 70.2 105.3 140.4 130.4 I50.0 36 96 F145 150.0 97.2 145.6 150.0 150.0 150.0 42 150.0 86.7 130.0 150.0 150.0 150.0 48 I50.0 79.0 118.5 I50.0 1467 150.0 54 I50:073.3109.9146.E136.0150.060I50.068.9103.413].9128.0I50066 150.0 65J 98.5. 131.3 121.9 I500 72 125.E 150.0 63.2 94.8 126.4 II].3 150.0 36 102 I50.0 150.0 90.3 135.4 150.0 150.0 150,0 42 150.0 150.0 80.3 120:4 150.0 149.0 150.0 48 144.9 150.0 72.9 109.4 145.8 135A 150.0 54 134.0 150.0 6].4 101.1 134.8 125.2 I500 60 125.E 130.0 63.2 94.8 126.4 I 173 150.0 66 119.1 150.0 60.0 89.9 119.9 111.3 1500 72 114.2 150.0 5Z5 86.2 114:9 106.7 I500 36 108 150.0 150.0 84.3 126.4 150 '150.0 1500 42 145-5 150.0 ]49 112.1 149.4 138.7 1500 46 134.E 150.0 6h7 IOL6 135.4 125J 150.0 54 129.0 150.0 62.4 93.E 124.8 I I i9 150.0 60 115.9 150,0 56.3 87.5 116J I08.3 I50.0 66 109.E 150.0 55,2 B2J 110.3 1024 I50.0 72 104.7 150.0 SZ] 79.0 105.3 97.8 146.7 36 114 150.0 150.0 79.0 118.5 150,0 146.7 150.0 42 138.9 150.0 69.9 104.8 139.8 129.8 I50.0 48 125.E 150.0 632 94.8 1264 II].3 I50.0 59 I I S.5 150.0 55.1 87.2 116.2 10].9 150.0 60 10].] 150.0 54.2 91.3 100.E 100.E 150.0 66 101.5 150.0 51.5 76.6 948 94.8 142.2 72 96.E 144.9 48.E ]L9 90.3 90.3 135.4 HEAD ANCHOR CAPACITY -PSF SGD PANEL SIZES ANCHOR TYPE °C" ANCHOR M'E °D' ANCHOR Ttt'E °E' AVE. PANEL WIDTH DOOR HEIGHT C4 C6 D4 D6 DB E4 E6 (IN) (IN)+l- 36 120 I4].8 I50.0 74,4 I I CS 14BJ 138,0 I50:0 42 130.5 I50.0 65J 9B.5 131.3 121.9 150.0 48 117.8 I50.0 59.3 BB.9 118.5 I10,0 150.0 54 108.0 I50.0 54.4 81.5 108.] 100.9 I50.0 60 t00.5 150.0 50,E 75.8 101:1 93.9 149.3 66 94.5 14 L7 4Z5 ]1.3 95.1 8B.3 140A ]2 89.] 134.E 45.1 6].] 90.3 93.8 133.3 36 126 139.E 150.0 70.2 IOS.3 140.4 130.4 150.0 42 123.0 I50.0 61.9 929 123.8 114.9 I50.0 4B I IO.B 150.0 55.8 83.E I I L5 103.5 150.0 54 101,5 I50.0 51.1 76.E 102.1 94,B 1422 60 94.2 141.3 4Z4 71.1 94.0 88.0 13Z0 66 BB.4 132.E 44.5 66.7 89.0 82.E 123.9 36 132 132.2 150.0 66.5 99.8 133.1 123.5 I50.0 42 116.4 I50.0 58.E B].8 117.1 108J I50.0 48 104J ISO.O 52.7 79.0 105.3 9].8 146.] 54 95.] 143.5 48.2 72.2 96.3 89.4 134.1 60 B8.] 133.0 44.E 66.9 89:2 82.8 124.2 66 83.0 124.E 41.8 62J 83.E ]].6 116.4 36 13B 125.E I50.0 63.2 94.8 126.4 11Z.3 I50.0 42 110.4 I50.0 55.E 83.3 II I.I 1082 I50.0 48 99.2 147.E 49.9 74.8 99.8 92.E 138.9 54 90.5 135.8 45.5 68.3 91.1 84.E 126.8 60 B3.] 125.E 42.f 63.2 84.3 ]8.2 II].3 36 144 119.E 150.0 60.2 90.3 120.4 111.7 I50.0 42 105.0 I50.0 52.9 79.3 105] 98.1 14Y2 4B 94.2 141.3 47.4 ]LI, 94.8 88.0 132.0 S4 85.9 12B.B 43.2 64:8 86.4 H0.2 120.3 60 79.3 119.0 39.9 59.9 ]9.8 ]4.1 I I L2 - A4 - A CLUSTER OF (4) TYPE "A" ANCHOR5 AT 51LL A6 - A CLUSTER OF (6) TYPE "A" ANCHORS AT SILL A8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT SILL 54 - A CLUSTER OF 14) TYPE "B" ANCHORS AT SILL 56 - A CLUSTER OF (8) TYPE "B" ANCI10R5 AT SILL p%` G, WAjVQ%. j �Q�.•GfiNSr�"• ��i� FOR ANCHOR TYPES 4 LAYOUT. 5EE SNEET A8 . z ,•�y��,'/AJ��SIP "O FIOP •�C�C��� MAY 3RD, 2018 Z -- N N 2 f �N r as 0 < W z n W p o 2 u y (1 Z N^ w & 0 im () m U J w e S 1 'F i K o o N z N O h w U g Z o U e 3> aC= Z i d 3a�N W R J 12 a AD1629 A5 p5 OF 59 53L_I LEA NCFiOR(CAPL4,iCi'C=���A.5 F s,. Gl -6NCCI WWjtL-. �G<!T a6 / B6 Ae / BB 36 ea 150,0 150.0 150.0 42 149.8 150.0 150.0 48 137.6 150.0 150.0 s4 12a.7 Iso.o Iso.o 60 122.3 150.0 150.0 66 II]J I50.0 150.0 7z I I a.] I so.o I so.o 36 90 150.0 IS0.0 150.0 42 136.] I50.0 I50.0 49 125.1 I50.0 150.0 54 116.5 I50.0 150.0 60 I10.1 150.0 I50.0 66 105.3 150.0 I50.0 101.9 I50.0 150.0 95 I500 42 150.0 150.0 4 150.0 150.0 60 106.8 I50.0 150.0 66 101.7 150.0 150.0 ]2 97.9 146.8 150.0 36 102 139.9 I50.0 150.0 q2 124.3 I50.0 150.0 48 u2.9 Iso.o Iso.o 54 104.4 I50.0 I50.0 60 9].9 146.e 150.0 66 92.8 139.3 150.0 ]2 69.0 133.5 I SO.O 36 108 130.5 150.0 I50.0 42 115J 150.0 I50.0 4e 104.9 150.0 I50.0 54 96.i 145.0 I50.0� 60 90.3 I35.5 I50.0 66 85.4 128, I l 50.0 72 81.6 122.3 150.0 36 114 122.3 IS0.0 150.0 4z loe.2 Iso.o Iso.o 4e 9].9 146.8 ISO.O S4 90.0 135.0 150.0 60 e3.9 125.8 I50.0 66 ]9.1 116.6 150.0 ]2 ]5.3 112.9 150.0 SILL ANCFIOR CAPACITY - PSF SGD PANEL SIZES AN6HOF M'E "A' I'B' aVE. PANEL WIDTH DOOR HEIGHT qq/B4 A61 B6 Ae/B8 36 I20 I IS.I I50.0 I50.0 42 101.] I50.0 150.0 48 91.8 13].6 I50.0 54 84.2 126.3 150.0 60 78.3 IIZ4 I50.0 6G 73:6 1104 I4].3 ]2 69.9 104.9 139.8 36 126 108.7 I50.0 I50.0 42 95.9 143.8 150.0 48 86.4 129.5 1500 54 ]9.1 11e.6 I50.0 60 73.4 I10.1 146.8 66 68.9 103:3 13].8 66 65.2 9].9 130.5 36 132 103.0 150,0 150.0 42 90.7 136.0 I50.0 4B 81.6 122.3 I50.0 54 ]4.6 111.8 149.1 60 69.1 103.6 138.2 66 64.] 97.1 129.4 138 9].9 146.8 I50.0 86.0 129.1 I50.0 7Z3 115.9 150.0 ]0.5 1058 141.1 65.z 97.9 130.5 R46 144 � 93.2 139.8 I50.0 51.5 1228 130.0 73.4 I10.1 1g6.b 66.9 100.4 133.8 61.8 92.] 123.6 5 TRACK 5GD 3" 3° 3' m 5 TRACK SGD K51,. Fy=:155: K51 K51 MIN. CONCRETE 'MIN, O.C. TYPE °C: 5110 DIA. ULTRACON 0Fu=177 K51, Fy=155 K51) 13/4" MIN. EMBED INTO fc'=3515 P51 MIN. CONCRETE 2 1 /2" MIN. EDGE DISTANCE, 3- MIN. O.C. - - a 4 TRACK 5GD 11PIGCLANCtl0R 3 TRACK EGO n � 3 TRACK 5GD 2 TRACK 5GD TYPE "0': 1/4' DIA. TEKS/DR1L-FLEX SCREW GRADE 5 (Fu= 120 K51, Fy=92 K51) INTO METAL STRUCTURE ALUMINUM: 1/8°THK. MIN. (G063-T5 MIN.) : �Y STEEL: I/8"THK. MIN. (Fy=3GK51, MIN.) A4 - A CLUSTER OF (4) TYPE °A" ANCHORS AT HEAD C4 - A CLUSTER OF (4) TYPE "C° ANCHOR5 AT HEk Rf TYPE "E°: 511 G" TEK5/DRIL-FLEX 5CREW (Fu= 120 K51, Ty=92 K5Q A6 - A CLUSTER OF (6) TYPE °A° ANCHOR5 AT HEAD C6 - A CLUSTER OF (6) TYPE "C" ANCHOR5 AT HE/U7 0% INTO METAL STRUCTURE A8 - A CLUSTER OF (8) TYPE "A" ANCHORS AT HEAD D4 - A CLUSTER OF (4) TYPE "D° ANCHORS AT HEAD ° ALUMINUM: I/e" THK. MIN. (6063-T5 MIN.) A I 0 - A CLUSTER OF (I O) TYPE "A° ANCHORS AT HEAD D6 - A CLUSTER OF (6) TYPE "D° ANCHORS AT HEA ' STEEL: I/8" THK. MIN. (Fy=36K51, MIN.) 54 -' A. CLU5TEP OF (4)'TYPE ."IY ANCHORS AT HEAD 98 - A CLUSTER OF (5) TYPE "D" ANCHOR5 AT HEAD li"N STEEL IN CONTACT WITH ALUM. TO DE PAINTED. 13G - A CLUSTER OF (6) TYPE 15" ANCH095 AT HEAD E4 - A CLUSTER OF (4) TYPE "E" ANCHORS AT HEAD 58 - A CLUSTER OF (5) TYPE 'TY ANCHOR5 AT HEAD EG - A CLUSTER OF (6) TYPE "E" ANCHOR5 AT HEAD MAY AD16-29 A6 OF 59 IWiCN NY.+.pR 7f[ [I[VF1'UN lOR SfM}N(: CONCRETE 1'r=3 N`I MIN_ ' 5 TRACK 5GD 3" 3' 3' m n 5 TRACK 5GD HEAD ANCHOR TYPES: TYPE'AA': 1/4- DIA. KWIKCON (Fu=137 K51, Fy= 138 K5t) 1 1/2"'MIN. EMBED INTO 5G=0.55 MIN. WOOD 5TRUGTURE OR THKU I BY OR 2BY WOOD BUCK WITH 1 3/4" MIN. EMBED INTO fe=3000 P51 CONCRETE 2 1/2" MIN.EDGE DISTANCE, 3' MIN. O.C. TYPE'BB': 1/4' DIA. ULTRACON (Fu=177 K51. Fy=155 K59 1 112- MIN. EMBED INTO 5G=0.55 MIN. WOW 5TP,UCTURE OR THRU I BY OR 25Y WOOD BUCK WITH 13/4" MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 112" MIN. EDGE DISTANCE, 3" MIN. O.C. TYPE'CC': 5/1 G' DIA. ULTRACON IF, 177 K51, Fy= 155 K5p 1 112' MIN. EMBED INTO 5G=0.55 MIN. WOOD 5TRUCTUP.E OR THRU IBY OR 2BY WOOD BUCK MTN 1 3/4-MIN. EMBED INTO fc'=3000 P51 CONCRETE 2 112" MIN. EDGE DISTANCE. 3' MIN. O.C. see ertwno•:r G0IIORETf I ^Y Oe zpv 1'-35 I5 PSI MIIL ,roopauc6 S/15"ANOMOR$ Z fc = 6 I MII! � - ttti 7 4 TRACK SGD 3" 3• 3, P M 4 TRACK 5GD AT 3- MIN, O.C. o CONCRETE ro tc -3 K51'MIN. E x Q Q �M P N 3 TRACK SGD ".Al M 11 IATTAI TIC IDM- IMIti_:D pYGIAI^K.551[N.V:p IP :5![2?QM ID Irr oul,orea¢w:mu. AA4 - A CLUSTER OF (4) TYPE "AA" ANCHORS AT HEAD AA6 - A CLUSTER OF (6) TYPE. "AA" ANCHORS AT HEAD AA8 - A CLUSTER OF (5) TYPE "AA' ANCHORS AT HEAD AA I 0 - A CLUSTER OF (10) TYPE "AA' ANCHORS AT HEAD B24 - A CLUSTER OF (4) TYPE "BB' ANCHORS AT HEAD B86 - A CLUSTER OF (6) TYPE "BB" ANCHOR5 AT HEAD CBS - A CLUSTER OF (8) TYPE "BB" ANCHORS AT HEAD BB 0 - A CLUSTER OF (1 O) TYPE "BB" ANCHORS AT HEAD CC4 - A CLUSTER OF (4) TYPE "CC' ANCHORS AT HEAD CC6 - A CLUSTER OF (6) TYPE "CC' ANCHORS AT HEAD CC-6 - A CLUSTER OF (5) TYPE "CC" ANCHORS AT HEAD CC 10 - A CLUSTER OF (10) TYPE -CC' ANCHORS AT HEAD 3' 3" 3" 3 TRACK 5GD 2 TRACK 5GD MAY :PKIL6 AD16-29 A7 27 OF 59 "It iciP7 TY7T, l 5) 3/4" MIN. EMBED INTO Ic'=3 K51 MIN. CONCRETE 2 1/2" MIN. EDGE DISTANCE. 3" MIN, O.C. TYPE U. )/4°!DIA ULTRACON;(Fun 177 K51, FY=155 K51) 3/4' MIN EMBED INTO Pc =3 KS( MIN. I I CONCRETE S — 2.. NZ IN. EDGE.DISTANCE 3" MIM:rtO,B.:--1 p N-NCrtM' •`\ Pc 3K51 Mi d 9 5 TRACK 5GD 101 3' 3' 3° ^� b . n c c F TfJnA: SGD 3 TRACK 5GD 4 TRACK 5GD „` p N ldOhCREi \� i _ fc =3 KSI MiIN 1 - mc" we MSi. MAY AD16-29 A8 28 OF 59 7 CONCRETE Pc = 3000 is O III '91_L a m Q N CONCRETE Pc = 3000 CAL ANCHOR PAGES Al iOM as I DETAIL LI i i I I III CONCRETE fc = 3000 u� lili Ilr 2 DETAIL 1 3 T?ICPL ANLHOP. Q' LI y 5ff PAGES FROM AI IO AB 36 M _ D V 66 X M CONCRETE -SILL RAISER OWION _ pC=3000p MIN. 5EE 5HFET K] FOP LIMITATIOII _ 7 I/8" TYPICAL ANCHOP. F0 5fE PAGE5 AI TOM NN N ON Z 2 Z_ h d:4 w ? ydq e W i W $ 3 z u 5 y^ s i Z -P 69 W S e 44 IA DETAIL o Z- z $ 4i z OruN Z N 3 a'a w u N � 2A DETAIL 1. N w 38 TPICAL ANCHOR E y Sff PA4E5 FROM AI TOM 6 w 11I, - s6 �..•,, YJA Bpi ;: a i VTIPIN pp��*d, P.M. FOAD -,R 1569 Fp {- � AIY p .W z wimrn m SillFLOP,,.a�P 114111111\/ MAY 3RD, 2018 p9 OF 59 "IN. £Off D15T. 3 Uq. hPICN. #KHOR I fE tlfVHiION FOP.$P0.:NG .,,1 tvd DIST. 3 '.A' IVi'IGLANCHOR Q mm .:m °o ? �� ME ELEVATION FOR 5PACING s Z �m Y Z i ba: 6oNcRCiE �i' i Pe' 1000 psi NIN �. C METAL 5TRI)MME W o z LU u m r m 4m s yi Z W I t� 3c q4 DEfNL M 1] I 3q an A DETAIL � � D vii� U 9 � I, iEE 'I �F i I o,0 �o --- �a 8 aw z ---- k- QLL s z s �1 R� r: It e 3=Fa w , Il tD 29 III i W DELAIL 1� 2A DETAIL 5T 5 D 51LL PN5ER OFTION SEf SHEET F2 FOR LIMITATION 55 v qq I� MMANCHOR qq ' 1WILaL ANCHOR. 5EE fLL'VATION' j '� SEf ELEVATION I POK5FACMG i 36 '. FOR SPACING - 36 56 v i1 n. N9 Pn ill ' 35 FIDQ il(OCID.0 RE59 M n o um wrrn�wucxo. Y CON 90D0 •.�,1 51LLRAISEROMION CDN Tt OIF a �'rl•' N �., 5M 5nEET U FOR. LIMITATION 3 P 51 N.. 'y-.tyy///�///J//�/C'VI� AD16-29 y([.•�(�`: •a iNu II ROSE DST. fir• 315/1G `MM."OGf DI51. FOUR (I TRACK DOOR DETAIL5 MAY; 3RD, 2018 r^� 30 OF 59 TVPICPI PNCHOR SEE EIfVPT10N PICK SPACING TPICPI ANLM1OA 5ff fL[VATII 5PACING U om ? NN G t A9N. Et'L OIST, 3116' ri 5 MIN. rrlr_015T. I11W z % nn CONCRETE '�' 56 6 56 c6 Pc = 3000 ps' MIN. s METAL STRUCTURE Lai o W Zu y a _ 10 IC In,, 9 ♦� e 17 r IJ � 111 i IC Ali 4 'ir J: 1 44 D C}j 5 55 y Ii) 'ii 3 DETAIL I I 3A DETAIL mS tl s I 1 D2 EE IIilly I — j+ 11 1 i 5 vimis� O t o? d C) a z ap 41 I n In ' u W o N L° 51 )_.' S1 II � w 25 29 55 55 i DETAIL 1 _ _ D2 4A DETAIL 44 i rfi-`fi I J _ as SILL RA e SHEET K2 FOR 5Ef SHEET A2 FOR 11M1iP'ION LLLY 47 I _ FAISEP OPTION 6o"cRETE - `hlrlNg aF t PQSOp1CHECI5IRA M : FL Lsss f: CONCRETE p fc = 3000 pet N. sILL >.-� •+ s SEE z SHEET rz FOP, p LUATATION Pc = 3000 s1 N. z OF.• ,.... LMIN.fOGf � Oa AD16— 29 MIIL fOGf O15i. I]rb' 5ff ELrIATION FOP,5PAGIIIG j 015i, IJ�6' SEI �Fs41ONP D2 ELEVATION POP; 5PACIIIG THREE (3) TRACK DOOR DETAIL5 MAY 3RD, 2018 31 OF 59 . EXTERIOR . .. - q w . •rotor Op ml 'O00 !? O iN lM9EU MINE 0E I .:.➢ � q,u:� .mIN...auo'mr — - . NR; Pn 09. . N U N N n F • 02 • N f F vi -nOA- 291G' 4.15/IG' DLO: 2 1 •, AA j N i : R - 1 3B' LEAP NF.IGNT 9 R £ 119 1 A(.. - PIEAME M¢IGMi 114 0.Y : 'MS r ii` EXTERIOR �.0 Jp v oOz i �rn pT V 2 � Z MIN 'MBE A m b p3 Om 29 6' m41511G' D.1.0. 29m OA A R 1316, LEAr"NIGHT R � o 174 Ax. ExAMe ueGnr 114 Ax. M SYIM ^'U l ip OAQ ?L m'p asl ESSGD2020 SLIDING GLASS DOOR (LMI) M11 CY ENGINEERING, INC. N £ � OLPZINO 00(�SOLTA1. �6p ES WINDOWS, INC. (4` b • U20 NWT1AYE. MYM 95019M 12lAw.Ste.205A P. 305.E71.O117 N d MIAML M W109 F. 20&V9.5B19 MNMI, RMlffi f0 TEL(3051624�7»5 Fq%. L3p51620.a»1 w�1LNCYEvElIlO<[Ivg.00m NCY.EvgLneerlvgBAlLvet PANEL WIDTH MICAL ANCHOR TYPICAL ANCHOR D o SEE 5HEET513 1 J4 5EE 5HEET5 J3 4 J4 ? uF{ s FOR 5PACING__--_-42_55I --_ FOR SPACING a$Z Z r 24 - - - - ----------------- LU <„ ff I 45 21 42 55 (9 i -- - - - ---- -- — r ----- -- -�1 -- UttplRul qq� Lu `� e 14 I I I I I I _ I1ZIL - ------ -- 27 50 18 - E c MIN. 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STANDARD INTERLOCK (LEVEL 1) 511ON 5EE SHEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. 2° EXTERIOR D.L.O. 2" PANEL WIDTH FRAME WIDTH 14 DETAIL 4.lQ4y FIVE (5) TRACK DOOR DETAILS S DETAIL 13A DETAIL 4. q -4 TYPICAL ANCHOR U 5EE SHEETS J3 < J4 Z 'q' FOR SPACING f R$ 2 F 36 W N WZ Z u N �z W LU H u� I AD16-29 MAY 3RD, 2018 3s of 5s DIFFMENTDETAIL as �z I I I II I I PANEL WIDTtl I II II a5 2I a2 55 50 33 —t8 E5 22 2t I 1 1 +E ss 3z EXTERIOR D.L.O. 2' D.L.O. a D.L.O. 33/4. /2 31 MG. D.L.O. PANEL WIDTH EXTERIOR PANEL WIDTH 10 DETAIL IOA DETAIL DETAIL 4. 4. STANDARD INTERLOCK (LEVEL 1) 5HOWN. 5EE SHEET K I FOR LEVEL 2 AND 3 REINFORCEMENT. FIVE (5) TRACK DOOR DETAILS 12 DETAIL 4. Fm CNOR. 5tt 5nttTA 0 z Zt u6 W m e W i o w O Z D 9 0 s m e Lf3EOMLRf 1DIRED V D m� Z AD16-29 D4.3 36 OF 59 a5 31 a2 55 ^m FOR ANCHOR. SEE -5HEET J4 U Z U 8 0 8 2 Z F 4E: T ` W a s W 2 0 2 u a B % z <o N Z 5 W REINFORCEMEN 0 } REQUIRED FOR m� U �{ LEVEL 3 ONLY _ mJ h I' - ! — -- —1 I—= - o 6 I I I gal N z+ I I IB 55 62 31 I I 33 ae 5) a6 33 1 $ W W R U' w W ~ 31111 G. EXTERIOR r6 DETAIL 14A DETAIL �7 DETAIL STANDARD INTERLOCK (LEVEL 1) 5HOWN. 5EE 5hEET KI FOR LEVEL 2 AND 3 REINFORCEMENT. FIVE (5) TRACK DOOR DETAI1-5 18 DETAIL 4. iL f359 ^•••w• •• AIY :P � t � AD16-29 MAY 3RD, 2018 370E 5s yE � z i sa II I wN o I I z o u m r I o a Z e z LU m ° ou m9 BE I � II I U s 33 46 � 46 p _ U U y ti z� ExrtpuOR ERIOR 75 w 43 DETAIL 44 DETAIL N4. 4. { AIVG 1 6t WANp %,i �� �Q r�EgNeF • �4 d CORNER DETAILS Y P1p[ °E tx •' vp00. cmnn M. CORNERS CAN 5E U5ED ON ALL TRACK CONFIGURATION5 AD16-29 STANDARD INTERLOCK (LEVEL 1) 5HOWN. 5EE 5HEET KI FOR LEVEL 2 AND 3 ''ni41�pp``D4.s REINFORCEMENT. tMY 3RD, 2018 38 OF 59 .m •j PN J w„ W z o II Zo j s z z� e W e S m9 I I U : I II i 3 �j X 33 46 � O w Z S v ti e a ° zy 3 EXTERIOR 2] EXTERIOR 75 w 0.0. 5 1 iiis• D.L.O. 4 3/4" m F.w. . 45 DETAIL 46 DETAIL 4. 4. CORNER DETAIL5 n�5G.5�r°'`w is CORNER5 CAN BE USED ON ALL TRACK s' wrD 59 CONFIGURATIONS j 0�.;� "" AD16-29 ST ME 5HDEET KILOOR LEVELCK L2 ANDO3wN. I�FSS;ONAq`.D4.6 REINFORCEMENT. MAY 3RD, 2018 39OF 51 2' FOR ANCYIORI SEE SNEET J4 45 22 9 21 44 18 U _m Z N G Ui wo Z. . n 2 _--- _—__-- — PANELWIDTtt—�_ __ -- _ _ __ --- _ —___ ••• Z ry P 9 Lu —� U e REINFORLENENT REPUIRED my' I 45 21 42 55 IyI IyI 50 23 1 1 FOR LEVEL 3 ONLY I f 933 g` r I d S N rg n w O r LL Z 18 55 22 21 I I I g Z� l z7 48 57 o w e r e EXTERIOR D.L.O. 2" D.L.O. 3 3/4' 3 II/16° U.L.O. _. _. __..-. mh 10 DETAIL D5 STANDARD INTERLOCK (LEVEL I) 5HOWN. 5EE 511EET K I FOR LEVEL 2 AND 3 REINFORCEMENT. 11 DETAIL D5 FOUR (4) TRACK DOOR DETAILS 12 DETAIL D5 `Oso"e..% WA1I'1•6'4e�0i .• �Q: �EN86 '' �: :° ��M M. — R /559`�.,,°" s A1A O� •w t �t�? ��oa, • c MAY 3RD, 2018 3 �a TFfll is " �'^'�^ AD16-29 '« 40 OF 59 �m TYPICAL ANCHOR PANEL WIDTH on TYPICAL AIJCHOR (% �m o OETS3<J441 30 I I I Ae 45 31 42 55 FORSPCNGSER SHPEACNG 41 51 o i Rn Z f 44Z. Lu m z o 45 31 42 55 (9 0 £m S arrrr munrrn a .11 _—I—_ w•. — - — _ Lu - —1 e U ng 9 I _ Z1IL — 33 50 16BE- -- = U F v MIN. I �_= — �—�-.. I MIN. 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N B6� .t','���i� ga YYV�INg P.E • ¢3 iQd �REGISIM M _ 45 w...e.. u LU S GF +�: AD16-29 ' ,,,,�•�!uiONA�p `,,, D14 TWO (2) TRACK DOOR DETAILS MAY 3RD, 2018 60 of 59 TYPICAL ANCHOR. Z NN SEE SHEETS J3 6 J4 TYPICAL ANCHOR 2 FOR ANCHOR. 5HEET5 J3 ! J4 SEE 5HEET J4 Yg fOR 5PACING 50 SEEFOR Z a 36 SPACING � 55 14 30 45 33 57 56 14 45 31 32 9 2 _o m 1�1�_�, - �_� A 0 o p Lu ��T y Z N s MIN. - -. - - __ __ - MIN. ---- I - 18 U ll 11 drdudddararo - -- m� s" 44 � — o REINFORCEMENT (� REQUIRED FOR LEVEL 3 ONLY �f zim to 10 45 53 46 10 N o r EYTERIOR S z a e N 1' D.L.O. 3 3/4' '� Vi m` �s = 0 II/IG' PANEL WIDTH I1/4- p.L.O. Z-p Zigw co FRAME WIDTH I/4"IN AX. PANEL WIDTH W 5HIM 5HIM N W DI5 DETAIL 315 DETAIL D15 40 DETAIL ?GWAIVNBEO �,',,,14i ea FtGAN99 � f1100.O FECISlR4 M t t OF 2w AD16�-�29 D15 TWO (2) TRACK DOOR DETAILS MAY 3RD, 2018 w^- 51 OF 59 �m Z PANEL IDTH 7 7/5" z i m� Z f Gf v Z. 45 31 32 42 55 50 23 70 14 W m y W z o Z u 5 —V z m a _--_ Ztw—mmj y : 8 I MIN. 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GLA55 E5-5G02020-071 G063-TG FRAME FRONT SILL 6063-TG FRAME FRONT 51LL E5-5GD2020-OG6 6063-TG AD16-29 PARTS 56 1 T F BILL Of MATERIALS BILL OF MATERIALS m ITEM PART M5CRIPIION MATERIAL FfMARK5 REM PART DE5CPJPTION MATERIAL REMARK5 Z a 3 W , : C: Y92020.WI HfPD (3 ifKM 60L3 TL 46 x232119G INRRIOCL F+iR4G<L POLKXOMCt6 2 f55GD2020-002 '.iI413TRACK) 60:.316 4] WppL WC[YHOIC COVER POL?ROPVVNE - i, f CCC6 r 3 f5-Ff.02020W3 FRPMf `_ILL CO'Jfk 60C346 2 TT, 4 E55GO2020-004 IAMB (3 TRACE) 6063 T6 48 CIA 44]-1 O:ON FOAM ALL `viRUCNR[ - D'b' S ES-111p2020-W5 FJLPEITAxOWG JAM013 TfPf,U 60G34G 45 P5010035 WO RECf55E0 PKfPIAJP 5GUL LOOK TWO FORT Wy N 6 E519GD2020.006 UN- ANCHORED JAMB Rf1NF0RCCN£NAfQN 3 T4ACR 6W1-T5 P30I0035WB W 0 N EeA512020W7 HI'SILLFXPfP 31110hNGM 606376 I'SDIWI4CW z ym B [5SGD2020.CM SinNOPRD S1f(FNSER 2.Y/i6 XLIGH( 6C63i6 50 NVOLUTf HANDLE 3fi O y 2 gm POfAfi lu.lB 6063 T6 P501Wwme Z N 10 t5-IG920MO10 [SNA2020010 J.v.IB %R[N'C(T/ER 6C63.i6 P501.00:4-1:7 W g II f5.5GWW0.0!I H[AD 2 TRACI 60G346 PSOI-IOO5-W5 12 [95G02020012. 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INTERLOCK RMFRCCLMLNT COVER C06346 57 - 08 X;5/4' P,H. 5CU& FOR HANDLE 57KIU 515i 21 E5.5GD2020021 RE:NIORCEMENI FOR NVINFLWK 6005-75 58 - 0ICX1 LH. 5CRfW FOR MORTISE LOCK 5T/51 - 22 C55GD202O-022 INTERIM FOR V.AIINATED aU55 6005-T5 23 f5-5GD2020-023 A51RAGAL 6WST5 59 - I 12 X I' P.1, 5CPiW FOR PUMPER 5T5i 24 L5-5G02020-024 TOP RAIL FOR UMIATEO GU;5 606346 D) - IIC X.1 P.H. 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IMCRLOCK IAt POLMFAML%t C55LD2020470- HOOKSTRIF GOG3-TO np if WIPIx P,E: ` 7 EGO EGSISLRA E9 L : R EPES QF S •�2 �16-o2B •,�'�S4iONP�```� BOM MAY 3RD, 2018 si oOF 59 HEAD U o� � NN GGG+�, N �d J �_ HEAD = a d:6: WN W Z HEAD J.50 Z_ U q �- ES-SGD2020-001 z 2 BOTTOM VIEW-�`'�"; MEETING W 5 IN `B } U ►4 PIN 0,190 SILICONE SPLICE TOP VIEW Q U d yw ?i tN ` z o_ Z SILL w � R 12 SILL SILICONE SPLICE ��++ ESSGD2020-001 ::::��-- -- - -- --- PIN 0.190 ;��Q\�;G N8E!Q'1,,101, BOTTOM VIEW \ % MEETING Wwxy rc� � R Egyg AD16-ro29 AFL oP, sOis%' [SO MAY 3R0, 2018 r 580F59 ■ v k R� FRAME TOP CORNER 3 TRACK 5HOWN FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER FRAME BOTTOM CORNER 3 TRACK 5HOWN 2 TRACK 5HOWN rel PANEL TOP CORNER PANEL BOTTOM CORNER AD16-29 PARTS MAY 3RD, 2018 59 of 59 SCANNED BY St. Lucie County DESIGN CRITERIA 2017 FLORDA NNDWG 000E WINO LOAW PER ASCE 7-10: -^•ab' VID SPEEe 162 -EN05WE CAE . O -WNO OWEDWNFL FFWIOR M Aw -MEIN ROOF HE .— I" FT GENERAL NOTES 1. Nip1pR$ SWL 6E n PER FROOM MPRWN. 2. WBEDYFM ro BASE YAIEI414 SHALL BE BEYOND WALL FROSHES OR SNCW. J. im Q W4LOW0 Evr NOT UWIFO ro Snn/N.YYINUY. MT QLE IN WMACT WTI 011RR dSS" WTERWS SHALL YE£T THE REOUIRFYENIS OF TIE 2010 FLORIDA BUODWO CODE SECTION 2003A.I W. ALL STEEL PLIM TO BE N6 ALL SIEEL WBING ro BE A500. GRWE B (FA 46NSD. S. DALE WRL NOT PREWDE A 9TAT kENT OF INSP'LFION UMESS W1fD PRIOR ro INSTALLATIWI. 6. SHW DNAWIN45 COVER SWOCRAYL REOMEMENIM ONLY. T. All SMIY$ ro f£ AS PFA PWWDT FFPNWH. a. W000 9 ro BE IA OR PA FULL OEPRN OF GIMNO FRAV6 TO SUBSTRATE AS FOLLONS: 1/W' TAPGON WM 1-1/e WBED C 12. O.C. INTO WHCREIE OR /1A SYG/IB5 O 13' O.C. IXIO YETN. PROVIDE CU51FR OF AT JOYB ENDS MT FAOI SOE OF YNLON. NiD NUBT AOHQ£ lO EOGE 'SEANCE M, SPACING UWTAIIC S. SCOPE IS LIMITED TO GLAZING PRODUCT AND ANCHORAGE CHECK. GLAZING SHOP DRAWINGS FOR CABALLERO RESIDENCE 3200 N. Al UNIT 210 FORT PIERCE, FL, 34949 GLAZING SYSTEMS A AX(%E MIXC YINODW - IAIiLE Y F IYPALT SBaED 'EL-1W' AWYNW SNWE HONG WINDOW- WI WNUFACNRIFS WWTpNs Ilt NOA /: 17-II IAO] RwsH: DYRAwW DD61uw aDorDE ¢ GLAZED WTI: GA59 THE'i' OPENOIGS (MB) 5/16- MM NOYPIY LMMIMIED GIA55 WBOMO: I/B' G NEAT SRQNGR6]IEO CLASS WIWAI¢G OAiO' CIFM WIWAYEA TR056OL m M'MIPIPAY ANEW& W ., OUIBMW: 1/a' QFAR HEAT STRWDQNED G B SWES TYlU IID.NO CIAO OOOIt - WI YALWFACIUMA: ES WL'00NS INC FI /: 2226] KNEW: WRfWM BWwDA aRoxu ¢ Dmw WIN: O wFE •OL 9/16' THIL% NOYPOL WIINFTm GVSS NBCMO: 1/4' CLEAR NEAT SWEWMONED GI.L55 fi11E16AYER: 0.00' CIFIR IMDa PVB BY kURORAY WNDfiCA INC.' WIBQVD: Ile CIFM HEAT SBEi14T0]IEO W1S5 C. F%iRUDEfl NIL_.. - IAP':f YEk 6IPACF 6EwE6 WPvfD u"LLIR1 - WI IlU11wJY NBE WNIFt TER M WWOOYS MT DOOM INC. NM /: 19-0WS.10 FINSX: DfiRu+AR mRYuw WIDruE ¢ e ABBREVIATIONS e AT OWL. ORAWPIO MO. 10VWUY W.C. NOT IN WNIMGI sY5 GXEEf METAL MIZON AWLL AWYINUY FA EA61 YOL WWOR OD. ON=NM SR 501L ATT. AITApm CM EDGE WBTANGE YR. METAL OD. OUIB4E OWIEIER SRLIICR SIRUCNRE LT' CUMM1 WALL EIDG. WILDING WEED. WD®MWT NJD. NOT IN WNDi/Cf OFC. OPENNC T9C TWK 0 ENT m DOOR W. BOIIOM E%6T. EJ OM HORZ NORQONWL P.T. PRESSURE TREATED IW. TYRW FA FOOD WPiOOW 44 WIIER ro MNIFA F.O. FP.WE WEI4DN HSS NOW]M' SIRUCIURYL SECTION FL MTE U.OH WO"NE'N" E MHW1DW HENL DWI`CL 'TER LINE H.HEIGM YA. MASONRY WENING R. R.VJUS NOFED HR HOICZOMAL ROLLER WNW' W. (MUNC ROM KRZOM& WYL WTDNAL R.O. RWOI OFWNG V.LF. VERIFY W FLL1D LV LOUVER COL MUIRN m HOLLLON SPAIm L=TION YAX YAIOYUY RENF. REDIFORCEIO VERY. VERDC SF IMIRFFROM WK. WNGTO:FE Y.O. YL9NWY WWNC YfR YANWACNMR REIN" REINFORCED W. WMRN SW SUCWIC ARA55 DOOR DOM. COWNI= WTL WT]UAL WN. YINWUY REOD, REOUWED W/ mSH SING .£ HUNG D. DEPTH DEPTH W1 WAN' TOR YWW R SDI. SWRIA WN WWO 5%L SNYUORT W OULIIFR MEN. MALfiF m YIL Y¢AL. A SLOPE WY WNW' WALL SYMBOL LEGEND —^0¢ALL NUMBER O u X1 �w u X X e � — O O XX- O _ XI!%PSF 4 T� SNELT NUMBER (TW.) NIX EILVATON WFIWL SECIION TAGS WAIL I= MIEY WNOOA' CIXNYH M D EILVATWN WWO ISYD ANWW TAG fl£VADCN US DETA➢. TAD TAG- TAG m YVd( In DIMENSIONS SHOWN ARE NOMINAL. GLAZING / STEEL FABRICATOR TO OBTAIN FIELD DIMENSIONS PRIOR TO FABRICATION THE EXISTING. STRUCTURE AND SUBSTRATE SHOULD BE VERIFIED, BY OTHERS, TO SUPPORTTHE LOADS IMPOSED BY THE GLAZING SYSTEM CONTRACTOR TO REPORT ANY DEVIATIONS BETWEEN FIELD CONDITIONS AND DETAILS SHOWN ON THESE DRAWINGS TO DLG ENGINEERING PRIOR TO INSTALLATION INDEX OF DRAWINGS sHEEr Fn1E 000 GFNQUL XOIES 1W OIFIYll ¢OOX PWI 200 OPENXG SO®UIE 6 ElEVATNRCi REDO SEP 8 6 2#19 paIttln sh take aaftesk REVIEWED FOR COD OPLIANCE UCIE COUNTY J• vs. cI`• {2 r P.E. DATE R812-M19 scFIE PS NOTED DRAWN BR CXEIXFDBY P0.DJECi 1D4m DM nXG NO. 19-096 03 1-7 N 2 N N m 0 a B W N Q z ON m ©® O ZONE 4 a=8.5' (ZONE 5) 9 PARTIAL SECOND FLOOR PLAN (FOR REFERENCE ONLY) IM -File Copy REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY B'ObC in Lu U Z W < Z y tz g W Z W a Of a w O 0 ¢ m o J Q LL LL U � s O U W N W J 3 z Q o w Zof _ ¢ m N LL N Q d ¢ a W a K v on+c oe-rz-m,a �PRWX BR wEcxcoer vaoxc* +� oRnwwc Xo 19-096 100 r SERIES 'SGO-Z 20' GLIDING GLASS DOOP-LMI " M67 ZONE 5 GLASS TYPE W LOAN 5i] PSF •IW3p$F CO] SERIES 'EL-1 W'ALUMINUM SINGLE HUNG WNDOW -NMI N04. 1Af11<.07 ZONE 4 GLASS n PEY' LOAO=�'H'] PGF 54.] PSF "INJ.PJ BE Mier 1. 111j• F'l' lEr 16d' D - ink O h X L h h n 3ar (VUI B-12J- 12r L Q � n SERIESF1-ID ALUMINUM SINGLE HUNG WINOOW-LMI ZONE GLASS nPE'V LOAD=-5a.] PSF 5A7 PSE SEPIESGGD4010'SLIOING GLAGS DOGP-LMI Fu 2=07 zoxE s GLASS nvE cz L��.Si.i PSF 10].3 p5F 361- (W.F.) 361- (V.V.) • 12/- 17i' ' B- 1211- 12Y • i oil -sl .. ©® © .. SERIES -EL W'ALUMINUM SINGLE HUNG WNOOW-LMI NOAM 17-I11007 ZONE4 GIASSTYPE'1' LOAD°�°A.i pSF Si ] pBF EATRUDEG AUUMINUM TUBE MULLION-LMI REAA Ill 114..1 ZONE 4 GLA33TYPE WA' LOA; 54] P3F EDGE DWANCE, 3 MR O.D. ON E ADONIS ANCHORAGE O HGO M10 CONCRETE 1-1/4° 1D�BED,. �%2. MIN. EDGE DWANCE SPACED AS SHOWN ON MANORS A4GHOR:.E INTO YUIIInN O .uu RC /14 K E cna SCREWS SCE EDGE D6TANCE SPACED AS SHOWN ON EIEMTpFS µCHORALE IMO [ONCREIE 1-DAL IRK EMBEB 1 i%2WTO CONOCE D6(MIN. 000 MI) USING A ROAWNG CLIP SNUG M ONSIDE YUWON W/ (4) 1- CIA ULTRACAIS (2 ON ETCH WING) IMO CONCRETE SPACED O 2-1/4° UK WINDOW & DOOR SCHEDULE MARK SIZE(WxH) QTY. TYPE GLASS TYPE MANUFACTURER FINISH NOA /FL APP. WIND PRESSURE WIND PRESSURE (PSF) ALLOWABLE (PSF) A 52-314"x 50-318" 2 SINGLE HUNG WINDOW"ES EL-100" 1 ES WINDOWS, LLC DURANAR BERMUDA 17-111407 +54.7/-54.7 +60.01-80.0 BRONZE B 36-3/4"x37" 1 SINGLE HUNG WINDOW'ES EL-100" 1 ES WINDOWS, LLC DURANARBERMUDA 17-111407 +54.71-54.7 +60.0/-80.0 BRONZE C 36-7/8° X 49-1/2° 2 SINGLE HUNG WINDOW"ES EL-100' 1 ES WINDOWS, LLC DURANAR BERMUDABRONZE 17-1114.07 +54.7 /-54.7 +60.0 /-80.0 1 141-1/4" X 95-1/2° 1 SERIES SGD 2020 SLIDING GLASS DOOR G2 ES WINDOWS, INC DURANAR BERMUDA 22267 +54.7 / -100.3 +90.0 /-150.0 BRONZE 2 93-1/2" X 95-11T 1 SERIES SGD 2020 SLIDING GLASS DOOR G2 ES WINDOWS, INC DURANAR BERMUDA 22267 +54.71-100.3 +85.0 /-102.0 BRONZE Cm 1"x4"x}°x52" 1 EXTRUDED ALUMINUM TUBE MULLION N/A ESWINDOWS,LLC DURANAR BERMUDA 19-0405.10 +54.71-54.7 +112.31_112.3 BRONZE File REVIEWED FOR CODE COMPL IAN ST. L.UCIE■/�COUN1 BOCC o100' ` G� W U W o m Z g N O U) W LL H 0_ < W j U � < w W W Z a 0 W�y ¢ 0 o W Q LL W'v J ; W N Cn w 0 � o � Z °f Z W }p z i o < O X v a onTE W-1z-N10 SG0.E S/S'^1'L' DRANK BE LPPOJECf 1100P0 I oruwlNc No. 19-096 SHEET 200