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N -� I SW-2 <br />� N <br />Iw N N ---- 4,NOTE #5 k� w <br />- ---- -_ TYF?.-------' - - - -----_...._ - __- ---- - --..6CS2-5xo-- <br />M_ _..___ . _ _ <br />- __. _. .. - .. _. .... _ <br />5X-07 0 - - - - _ - - - - - - o o a� G <br />-------- - -- - - - - - - a.. - a o Q <br />r- n ti n r r- ti r. ►� i• - t� r- r, o 0 0 Al 5 07 0 - <br />2 <br />S2.1 <br />F4 <br />CS2.5x07O o 0 o O o o p o 0 0 0 Co o a o 0 0 0 0 0 0 0 0 0 0 _ o o o 0 0 0 0 0 0 o a o x1 IN <br />x X X x x X 5c x x Yc x x' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x <br />!� _ In In lLi lf7 L() Ln l(i Lf7 1:i LA - In In - lA LL: In lt7 In In U, LA 1p LCi L(i LA N lA ttl ui un O to to Lii to Ui to Ln Ln i l . In <br />X N f �'� �" N N N N N N N N CV N N N N N N N (V N N N CV (V N _ N N N N N CV N i N N N N N N CV CV <br />(D fn (n W (n W W & (n (o (0 Cn !n to W Cl) W fn (o W U) W � fn fn fA W (n (n Cn (n (0 (n (o CA _- ._. _. W W <br />2 6CS2.5x059U U U U U U U U U U U U U c U U U U U U U U U U U U U I. v - - v U- v� U. I v. U, I V U I v <br />- -- I I I -- _ 1 - _: I_ I _. _ - -- I - N I iff __ - (d� t� tti CoCSfl <O Cf! to Cfl Ci! <br />X H � tfi tip 'H � o CB - -(fT H SO CL) :� o O H �! -- _ tSJ iH tD "_ - - -- - __ _ � ,H � � %� H <br />bo L 0_:. o I I o NOTE #5 I I - - <br />S4.3 S4.3 SWA_ ' <br />J - <br />``S'` �f� � � I �.. � � � � � ._ _. _ _.... � -;, � � � (D � � � - � � '�,� � -VliS� 5 �7.�I'�1:_,-CrJI <br />I I I I I I I I I I )it I fV NOTE #4 I I I \ <br />C s o (TYP.) ( l r <br />12 T i - <br />C J ( - w w I w Iw w w Iw N w� Iw w w Iw w 2- 8 1 /2" <br />S4.4 . w w CID <br />} 2'-81/2" 2'-11/2"5'-2" 2'-6'2'-2'-31/2" <br />_ I' I I, N NOTE #5 �b �b I,._ _if III <br />" C _ - - - - - <br />I tO ✓ , �� : - "� ✓•,i 1r lr f l(r� �',.�, '\ ^� '�'rf��� �1 i ca I. TYP. I �}✓ 1 ✓ ` ✓__ f / f Y_, Y, 1,-i r-�, i -� ✓ - { ✓ ✓ ✓- I y- r �._�_ ` _,. ! s2.5x07 _ - <br />CS2.5x070 I f ��� 4 V _ ( ) -V- -_- - - - _�_ _ _ .. - --V- N - �-- fl - n --- -- - <br />_ -- - --- - -- - - ---- - ----- -- r%- _ - <br />- - - - -. `0 C� _ _ _ _._._ _ - - - - - ly r <br />_ Y -- -- <br />CS2.5x070 I I N �O - <br />N N I: N I' N I, IN � NO i E #4 ' -- NOTE #5 <br />C �'I NOTE #4 I I I I I I I 1 ? I i <br />v� v i.+. v u 3' v v t� v � v N f, kJ > t� v �k� �� <br />(TYP.) II 11 (' I 13 <br />(TYP.) (TYP.) <br />C I I <br />2 11 iv H H y <br />_ 9 H H ,� I d I <br />I I I;I (� I I Iil I [fl �� <br />54.4 NOTE #5 NO E #5 I `I' �' a NOTE #5 <br />T� I N I <br />(TYP.) (TYPE.) I, cfl I T ( m 6CS2.5x07( I <br />1 CS2.5X07 _ _ _ .. ._ - �s-r,� <br />-o -- - a- <br />N LL O <br />S 2 CS2.5x07, -- <br />-a D <br />A - S2.5x07 <br />2'-6'2'-6'2'-6'2'-6'2'-67-8 5'-2" 2'-2'2'-8" <br />w w I w, w I w �, ,y, � � � �' E' w � w <br />I I I - NOTE #4 w w I 10 <br />-- (TYP.) <br />r <br />SW-1 <br />i <br />(TYP.)� 6CS2.5X07( - <br />j r _ <br />�CS2.5470: <br />_ -�- - �--- a-�1- C <br />tom.- <br />CS2.5xO70 r• i` - >` ^ ti N0 C) Ln ,�, - o <br />x x x x x x x x x x - x x x x x x x o xx x x x x x ~ x x x x x x x x x x x x Lx p' O O O O O O O O Gp O O O O O O O O O O O O O O O cNi IN IN IN IN IN N 04N _ N N N N N N N N N N N N N N N N _ t) NOTE #5 <br />In lA In Ln .9 LO In lx .`�i1N 10 19 19 l±i LA Ll7 LQ Lii LLi� LA LA In LP lli L(;t Lii LA LA � LCl LIB i "i LA IA Lfi X <br />cn cn (n N (n (n "' f ��_ U) � U U U U U U In U U U U U v (� U U U U (� U -U U U U U U -- (TYP.) --� <br />U U U U U U U U U U U - - _.. ------ _._ 9 <br />10 U - - - - - - _- N cQ <O m u� 42 <br />- --- -. _ - -_ -- 11 - -- -. - 0 m - - - cts- cc> cc> o cfl m 0 ' t€s 0 co <br />us _ -�-- <br />Cl0 0 0 � T - <br />54.1 - S4.4 I N I I -- - I - I h I I I co I r I III I S4.1 <br />� N ' <br />\\ `� `� O O 7. <br />NOTE <br />#5 I I I <br />N <br />_ �CS2.5xl I - -� ---._ - --- --- ('----- - - --- w ---w---N :w. ----w -- lip --- -�+ -- w- w- +� _ <br />E_CS25x070 > w-- w -+, w W - = N I o N I' L co C_J <br />12 - - C. `� 1" d� I NOTE #4 I 2,, I� ii _ . NOTE #4 <br />I,I 54.4 I I I (n I I I Cn 'I c , gyp.) (Q >,I I I (n I , co I � (TYP.) <br />M zo <br />L_- - 12 l <br />,,v v : '. � '� ,v r, v u , (V N ,p 'iJ (�� _.`'.-% �`'✓.'�,._./--\:,Ct✓ c+ 'v N (V ," <br />S4. 4 <br />1 <br />_ Its <br />- <br />l l-= <br />A <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />10 10 <br />I I I I I I I I I I I I S41 I I I I I I I S41 I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I I I I I I I I I I I I <br />15'-3" 10'-6" 10'-01. 10'-0" 8'-3" 1'-3" 10'-6" 1'-3" 8'-91 10'-0" 10'-0" 10'-0.. 10'-0" 10'-01, 10'-0" 10'-0" 10'-0" 10'-01, 10'-0" 9'-6" 10'-6" 10'-0" 10'-0" 10'-0" 10'-0 <br />Oil <br />Jill If <br />I <br />245' -10" <br />CSC C2) C_3) 4) 5) (5.8) C6 J C�� `J C8� C9 �� �� 11 (12 13) (14� �16� �1� (19� �20) �1) C22� �23) 2� � <br />Second Floor Framing Plan 1. CONCRETE FLOOR SLAB TO BE: 51/2" TOTAL 3,000 PSI CONCRETE SLAB W/ 6"x6" W1.4xW1.4 WWF AND 3", 20 GAUGE CD <br />COMPOSITE DECK (OR EQUAL) W/ #12 TEK SCREWS IN 36/4 PATTERN & (4) #10 TEK SCREWS AT SIDELAPS, TYPICAL, 50 KSI = Fy <br />1 /8" = 1'-0" 2. (2) 8CS2.5xO70 HEADER (SEE HEADER CONNECTION SCHEDULE) <br />3. (2) 10CS2.5x105 HEADER (SEE HEADER CONNECTION SCHEDULE). <br />4. 4CS2.5xO70 "CEE" TYPE METAL STUDS @ 30" O.C. AT ALL INTERIOR BEARING WALL (BELOW), TYPICAL. <br />_ 5. (2) 4CS2.5xO70 DOUBLE STUDS (BACK TO BACK) AT ALL INTERIOR BEAM ENDS, (BELOW), U.N.O. <br />6. ALL INTERIOR DOORS AND NON -BEARING PARTITION WALLS BY OTHERS, TYP. <br />7. USE 6CS2.5xO59 GAUGE "C" TYPE METAL STUDS AT 16" O.C. AT ALL EXTERIOR WALLS BELOW, (TYP). PROVIDE DOUBLE FULL <br />HEIGHT STUD AT EACH AT ALL WALL OPENINGS. <br />8. (2) 4CS2.5xl05 DOUBLE STUDS (BACK TO BACK) AT EACH ROLL -UP DOOR JAMB, (BELOW), U.N.O. <br />9. (2) 1 OCS2.5xl05 BOX HEADER w/ 4T3.0-105 TOP AND BOTTOM TRACK WITH (3) 4CS2.5xO59 STUDS EACH SIDE OF OPENING. <br />10. PROVIDE ELEVATOR RAIL ATTACHMENT AT EACH FLOOR LEVEL (CAST INTO FLOOR SLAB) TYPICAL. <br />11. TRANSVERSE NON -LOAD BEARING SHEAR WALLS SHALL BE 4CS2.5xO59 "C" TYPE METAL STUDS @ 7-6" o.c. TYPICAL <br />12. USE 6CS2.5x059 GAUGE "C" TYPE METAL STUDS AT 16" O.C. AT ALL EXTERIOR WALLS BELOW. PROVIDE DOUBLE FULL HEIGHT <br />STUD AT EACH AT ALL WALL OPENINGS <br />13. (2) 8CS2.OxO70 BOX HEADER w/ 6T3.OxO70 TOP AND BOTTOM TRACK WITH (2) 6CS2.5x059 STUDS EACH SIDE OF OPENING <br />IMPACT DRIVERS ARE NOT <br />ALLOWED FOR ALL METAL STUD <br />SCREW INSTALLATIONS <br />USE SREWS GUNS WITH TORQUE <br />SETTINGS CALIBRATED TO SCREW <br />MANUFACTURERS SPECIFICATIONS <br />TWO POUR MINIMUM PER EACH <br />ELEVATED FLOOR SLAB LEVEL <br />DO NOT PLACE OR OPERATE <br />RIDING TROWELS ON FRAMED <br />FLOORS. <br />a , <br />a <br />Keystone <br />Structural <br />Engineering <br />Residen ial & Commercial <br />Prc)tL-,*iIi Cc�rarAs <br />531 Roselane Street <br />Suite 150 <br />Marietta, GA 30060 <br />(404) 483-6921 <br />F �R �. <br />`���,•��GENg�• I` <br />v <br />No. 721 <br />i•O: ATE OF <br />dil <br />LS� <br />C� N A <br />� <br />REVISIONS <br />12-19-2022 <br />REVISION #5 <br />PROJECT <br />Broward <br />Development <br />Climate <br />Controlled <br />Storage <br />ADDRESS <br />6923 Gall Boulevard <br />Zephyrhills, FL 33542 <br />CLIENT <br />Broward <br />Management, <br />LLC <br />ADDRESS <br />1126 South Federal Highway #375 <br />Fort Lauderdale, FL 33316 <br />SHEET TITLE <br />SECOND <br />FLOOR <br />FRAMING <br />PLAN <br />Date: <br />01 /20/2022 <br />PROJECT NUMBER <br />21262 <br />SHEET NUMBER <br />