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11-354-064CONTINUOUS 10', It GA METAL STUD CLIP FLANGES AND 3 iiii�li TO UNDERSIDE OF BEAM SECTION OF 16 GA w/(3)-*12 SCREWS RUNNER TRACK FOR ATTACHMENT OF HEADER TO FULL 14T STUD--- • CONNECT VERT. STUDS T TO BUILT-UP IBM BEAM II II PER DETAIL C/501.1 + + #12 SCREW (TYP) II II II tl II d II r (4)-*12 MTL SCREWS, Tyr N II 1/2' DIA x 3 3/4' LG SIMP50N STRONG50LT w/2 3/4' EM5EDMENT- (ESR-mi) STOREFRONT SECTION ME CONNECT TO STRUCTURE ABOVE PER DETAIL K/502.1 2'x 2'x 12 GA x (4)-#12 SCREWS —\ 0' -So FRAMING CLIP 0 32' O.C. (2)-3/81 DIA x 31 METAL SCREWS, Tyr SIMPSON TITEN (SEE DETAIL R/501.1 i 14D ANCHORS FOR SCREW SIZE) L r 7 CONTINUOUS 10', 16 GA METAL STUD 3 6/6' 16 GA DIAGONALS. ALIGN WIT14 FRAMING CLIP f- . ----- -- - -- - Z. i ABOVE. .3 5/6'1 16 GA. (MIN) v I(,' c/c. rm UNLESS NOTED II II II CI II NOTE. SEE DRAWING 501.1 FOR CODED NOTES —CONNECT TO II II II II II 1/2' DIA x 3 3/4' LG SIMP50N STRONG50LT w/2 3/4' EM5EDMENT- (ESR-mi) STOREFRONT SECTION ME CONNECT TO STRUCTURE ABOVE PER DETAIL K/502.1 2'x 2'x 12 GA x (4)-#12 SCREWS —\ 0' -So FRAMING CLIP 0 32' O.C. (2)-3/81 DIA x 31 METAL SCREWS, Tyr SIMPSON TITEN (SEE DETAIL R/501.1 i 14D ANCHORS FOR SCREW SIZE) L r 7 CONTINUOUS 10', 16 GA METAL STUD 3 6/6' 16 GA DIAGONALS. ALIGN WIT14 FRAMING CLIP f- . ----- -- - -- - Z. i ABOVE. .3 5/6'1 16 GA. (MIN) v I(,' c/c. rm UNLESS NOTED II II II CI II NOTE. SEE DRAWING 501.1 FOR CODED NOTES NOTE= SEE DRAWING 901.1 FOR CODED NOTES —CONNECT TO STRUCTURE ABOVE PER DETAIL K/502.1 3 5/61, 16 GA. (MIN) •9% Oka 0 16, c/c. Tyr META L SCREWS, TIT 2'x 2ox 12 GA x UNLESS NOTED (SEE DETAIL R/50I.I 0'4' FRAMING CLIP 0 LO FOR SCREW SIZE) 0 320 O.C. goo&* c") (0 • c'j 'n c") u') (2)-3/8' DIA.xotf. e son" Ld ff f SIMPSON TlTtld�..* :..o je r' HD ANCHORS 0 ca I (4)-#12 - = - - - - - - - - - - - - — L SCREWS Q (0 ----------------- _j is E LL 2 1/21, 16 GA. CL 0 16" c1c. = is co �WzTM co ('111 GA. 1 16 ca All Woo' 0 CL ca UJ P. gp 25n; KH" Im ENO Eli 1G - - - - - - - - - - - - \ '0.157' DIA POWDER ACTUATED FASTENERS (14ILTI X-U OR EQUIVALENT)@ 16' O.C. HE W° W - H % 7- Ne tv. R STOREFRONT SECTION STOREFRONT SECTION ---=- d L =Gj STOREFRONT SECTION 3 6/81, 16 GA MTL STUDS 0 to O.C. 16 GA VERTICAL SLOTTED SLIP-TRACK I& QA VERTICAL SLOTTED SLIP -TRACK 'SLP-TRK' 15T DIMIC14 SYSTEMS, INC. 'SLP-TRK' BY. DIETRIC44 SYSTEMS, INC. ...... WITH CONT 20 GA TRACK TOP 4 ....... . ...... I k I IP% I %-" v r-m I 1%^I- ;p I ww arr 1 ty (DETIN 10 MAICH VERTICAL STUD DEPTH) BOTTOM. INSTALL AN EXTRA STUD STIFFCLIP CL362-116 (H) ATTAC14 TO STRUCTURE W (2) 0.205, DIA. ATTACH TO STRUCTURE W (2) 0.205, DIA. MINIMUM So 114K AT EACH VERTICAL WINDOW MULLION. FRAMING CLIP BY T14E STEEL PAF OR (2) #12 SCREWS AT 16, O.C. FAF OR (2) #12 SCREWS AT 16' O.C. CONIC. SLAB NETWORK, INC.) 0 EA. VERT MIN 4 T14K COMPACTED STUD. CONNECT CLIP TO STUD GRANULAR FILL NEW OR EXISTING W/ (6) #12 SCREWS. 11k4 BENT BARS CONCRETE 0 12' O.C. 461 A 110 —CONNECT TO STRUCTURE ABOVE --- 7�- PER DETAIL K/502.1 -------------- ----------- �6 ------- EXISTING ALTERNATE (4)-#12 /-2'x 2'x 12 GA x NEW CONCRZ E T WALL SCREWS -\ 0'-&' FRAMING CLIP Z 0 52' O.C. 7 7 . . . . . . . . / (2)-5/&' DIA x 51 METAL SCREWS, TYP --- SIMPSON TITEN (SEE DETAIL R/501.1 POUR MD ANCHORS FOR SCREW SIZE) i .j 0 z STUD - - - - - - - - - - HIGH . .. . .. A . .. . .. . 3 i W U) I I __.OW 7 - - - - - - - CONTINUOUS STOREFRONT WALLS ARE 3 6/6', 16 GA, too, It GA m 0 METAL STUD • 3 5/51 is QA DIAGONALS. ALIGN 0 WITH FRAMING CLIP CO > ABOVE. 1/2' THK ASPHALT 0 ao LLI - W 11 3 5/6"1 16 GA. (MIN) xzdA �: w 0 160 c/c. Tylp II UNLESS NOTED P II II II II NOTE= SEE DRAWING 901.1 FOR CODED NOTES —CONNECT TO STRUCTURE ABOVE PER DETAIL K/502.1 3 5/61, 16 GA. (MIN) •9% Oka 0 16, c/c. Tyr META L SCREWS, TIT 2'x 2ox 12 GA x UNLESS NOTED (SEE DETAIL R/50I.I 0'4' FRAMING CLIP 0 LO FOR SCREW SIZE) 0 320 O.C. goo&* c") (0 • c'j 'n c") u') (2)-3/8' DIA.xotf. e son" Ld ff f SIMPSON TlTtld�..* :..o je r' HD ANCHORS 0 ca I (4)-#12 - = - - - - - - - - - - - - — L SCREWS Q (0 ----------------- _j is E LL 2 1/21, 16 GA. CL 0 16" c1c. = is co �WzTM co ('111 GA. 1 16 ca All Woo' 0 CL ca UJ P. gp 25n; KH" Im ENO Eli 1G - - - - - - - - - - - - \ '0.157' DIA POWDER ACTUATED FASTENERS (14ILTI X-U OR EQUIVALENT)@ 16' O.C. HE W° W - H % 7- Ne tv. R STOREFRONT SECTION STOREFRONT SECTION ---=- d L =Gj STOREFRONT SECTION 3 6/81, 16 GA MTL STUDS 0 to O.C. 16 GA VERTICAL SLOTTED SLIP-TRACK I& QA VERTICAL SLOTTED SLIP -TRACK 'SLP-TRK' 15T DIMIC14 SYSTEMS, INC. 'SLP-TRK' BY. DIETRIC44 SYSTEMS, INC. ...... WITH CONT 20 GA TRACK TOP 4 ....... . ...... I k I IP% I %-" v r-m I 1%^I- ;p I ww arr 1 ty (DETIN 10 MAICH VERTICAL STUD DEPTH) BOTTOM. INSTALL AN EXTRA STUD STIFFCLIP CL362-116 (H) ATTAC14 TO STRUCTURE W (2) 0.205, DIA. ATTACH TO STRUCTURE W (2) 0.205, DIA. MINIMUM So 114K AT EACH VERTICAL WINDOW MULLION. FRAMING CLIP BY T14E STEEL PAF OR (2) #12 SCREWS AT 16, O.C. FAF OR (2) #12 SCREWS AT 16' O.C. CONIC. SLAB NETWORK, INC.) 0 EA. VERT MIN 4 T14K COMPACTED STUD. CONNECT CLIP TO STUD GRANULAR FILL NEW OR EXISTING W/ (6) #12 SCREWS. 11k4 BENT BARS CONCRETE 0 12' O.C. 461 A 110 1.2 7*1 77' N 0 --- 7�- FOUNDATION -PLAN -------------- ----------- �6 ------- EXISTING ALTERNATE < CONCRETE FOOTING NEW CONCRZ E T WALL CONCRETE FOOTING=, D7 Z EW -RDST f 7 I L-i CON . T 10' HORIZONTAL --- 7 POUR 7 - - - - - - - - --- - - - .j 0 z STUD - - - - - - - - - - HIGH . .. . .. 't G DEPT. : L D IN . .. . .. W U) __.OW CO) STOREFRONT WALLS ARE 3 6/6', 16 GA, m 0 • 0 CO > 1/2' THK ASPHALT 0 ao LLI - W 11 D xzdA �: w CL(0) :5 z M a. I' DEFL. GAP— 0 z Ld X Lu V) WX L4) 11 DEFL. GAP IMPREGNATED FIBERBOARD SLOPE I/4/FT MIN. 1/2' DIA x So LONG ► REVISIONS: REQUIRED BY: DATE SEE SCHEDULES FOR .—I _ I .... . .......... .. . . . ..... - ---------- SIMPSON TITEN 14D FINISHES AND STUD INSTALL SLIP TRACK AND ..... 1 • A' SIZES FIRE-SAFING MATERIALS .......... :.:.. :::::::::.:.r;. ...... ..... .. PER MANUFACTURER'S ................ (1) 06 WAFERHEAD SCR 84 IN EAC44 FLANGE OF EACH RECOMMENDATIONS TO ACHIEVE ONE HOUR FIRE 14 x 1'-0' LONG 0 1'-6' O.C. .... .. ..... ... .. .... . . ... ... . ...iii . ..... . ..... ..... . . . . . . . . . . . . . . . . . . . ............ ... 3' MIN EDGE DISTANCE RWD. VERT STUD.INSTALL PER RATING EPDXY GROUT 4' INTO EXIST ........ . . . ..................................... ............................................ CONTRACTOR SWALL CONTACT MANUFACTURERS 'is GONG SLAB (INSTALL BARS .... ............................ .. r . ..... ..... ........ .. .............. .. .. . - EFOXY C -;ROUT So INTO STRUCTURAL ENGINEER IF EDGE (NON-RATED) RECOMMENDATIONS (ONE HOUR FIRE-RATED) 0 MID-DEFT14 OF EXIST SLAB). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . . . . ------ ............................ . . . ... . . . . . . . . . . . . . . . . . . . . . . EXIST FOUNDATION (14ILTI HY150 SYSTEM) DISTANCE IS LESS THAN 3'. NOTE: CONSTRUCT WALL PER UL ASSEMBLY REQUIREMENTS SHOWN ON ARCHITECTURAL 1 1/2' TWK ........... . .. .... . .. . . . . . .. . . . . . . . . . . . . . . . . . . .............. MIN. So THICK CONC DRAWINGS. INSULATION ............... — FROST WALL 14� . ............................ .... . . . . . . . .. ....... . . . . . . . . . . . . . . . . ........ . . . . . . ......... .... —t2 ,;-#4 COW. TOP AND BOTTOM -.WALL DETAIL DEFLECTIONTAA4G�� 3"C11-011 TYPICAL FOUNDATION DETAIL OODS031LOIDETL 6 60 NEW CONCRETE IN-FILL 6r NEW CONCRETE IN-FILL SEE 5/502.1 --7 -77 %9 1.2 w.%- CaNIT #• 0 a, O.C., CENTERED /2' T14K ASPHALT IMPREGNATED 'FI5ER5OARD REMOVE EXISTING SLAB ON GRADE AS REQUIRED TO INSTALL NEW CONCRETE INFILL 7*1 77' N 0 --- 7�- FOUNDATION -PLAN -------------- ----------- �6 ------- EXISTING Lj < CONCRETE FOOTING NEW CONCRZ E T WALL CONCRETE FOOTING=, D7 Z EW -RDST f 7 I L-i CON . T 10' HORIZONTAL --- 7 Y a. 7 - - - - - - - - --- - - - .j 0 z STUD - - - - - - - - - - HIGH . .. . .. 't G DEPT. : L D IN . .. . .. W U) __.OW CO) STOREFRONT WALLS ARE 3 6/6', 16 GA, m 0 CO) 0 0 CO > 0 ao LLI - W LL. Ld -w ai I= �_ Z (n — IL 0 xzdA �: w CL(0) :5 z M a. 0 z Ld X Lu V) WX L4) 0 0 00 � 0: a. 0 0wo 0- w 11--omm wow REVISIONS: REQUIRED BY: DATE w.%- CaNIT #• 0 a, O.C., CENTERED /2' T14K ASPHALT IMPREGNATED 'FI5ER5OARD REMOVE EXISTING SLAB ON GRADE AS REQUIRED TO INSTALL NEW CONCRETE INFILL METAL STUD FRAMING@ 16'c%, UNLESS 51 r1 2. tO2> NOTED G NOTE: SEE DRAWING 501.1 FOR CODED NOTES FRAMING PLAN O2. SIM 02 02. (ISTING )UNDATION C4 — 0 N 0 --- ----------- - -- ------------------------------------------ EXISTING FOUNDATION -PLAN -------------- ----------- �6 ------- EXISTING < CONCRETE FOOTING CONCRETE FOOTING=, Z =4 1 CONT 10' (p HORIZONTAL [-STUD 7 I L-i CON . T 10' HORIZONTAL --- 7 Y a. 7 - - - - - - - - --- - - - .j 0 z STUD - - - - - - - - - - HIGH . .. . .. 't G DEPT. : L D IN . .. . .. W U) __.OW CO) STOREFRONT WALLS ARE 3 6/6', 16 GA, m 0 METAL STUD FRAMING@ 16'c%, UNLESS 51 r1 2. tO2> NOTED G NOTE: SEE DRAWING 501.1 FOR CODED NOTES FRAMING PLAN O2. SIM 02 02. (ISTING )UNDATION INVICAMS W MMSHIN To THIS SM AUL J FORD AND COMPANY 50 EAST BROAD STREET UITE 1500 OLUMBUS, OH'tRmW/1/7//' H.4 35011 . ............... u C E Al z- NO-68099 0\ STAT 4. JEFFREY L Cdo REG. No . 6809§ DATE ISSUED: 02/18/11 DESIGNED NY: GDK DRAWN BY: HT CHECKED BY: GDKI STOREFRONT FRAMING PLAN DRAWING NUMBER: 1/2"c-T-O" 5.21 C4 — 0 N 0 IL _j — _j 0 < Z W 03 ej P 0 0 0,< w 0 Y a. .j 0 z OF S%0UTH M!W 't G DEPT. : L D IN g 0) W U) S-$ RUCTURAI ECTION CO) Z cy) 0 m 0 CO) 0 0 CO > 0 ao LLI - W LL. Ld -w ai I= �_ Z (n — IL 0 xzdA �: w CL(0) :5 z M a. 0 z Ld X Lu V) WX L4) 0 0 00 � 0: a. 0 0wo 0- w 11--omm wow REVISIONS: REQUIRED BY: DATE Ai INVICAMS W MMSHIN To THIS SM AUL J FORD AND COMPANY 50 EAST BROAD STREET UITE 1500 OLUMBUS, OH'tRmW/1/7//' H.4 35011 . ............... u C E Al z- NO-68099 0\ STAT 4. JEFFREY L Cdo REG. No . 6809§ DATE ISSUED: 02/18/11 DESIGNED NY: GDK DRAWN BY: HT CHECKED BY: GDKI STOREFRONT FRAMING PLAN DRAWING NUMBER: 1/2"c-T-O" 5.21