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HomeMy WebLinkAbout38437-38445 CR 5450UND ATTENUATIOI FOR SOUND DEADEN BETWEEN TENANT 5P 2x4 C FURRING CHANNELS (opts WD. BASE, SEE CONTRAC OL 1 00'-0" REF FIN FLR 2 HOUR FIRE RATED TENANT DEMISING WALL SCALE: 3/4" = P-0" 1. Wood Studs, Nom 2 by 4 in., spaced 24 in. O.C. effectively fire5toyp 1•long, 2. Wallboard, Gypsum' - 5/8 in. thick, 4 ft. wide, nailed to studs and and bearing plates with Gd cement coated cement coated nails I - 0.0915 in. shank dram. and I - J4 in. dram heads spaced 7 In. O.C. When steel framing members' (Item 5) are used, wallboard attached to furring channels with I In. long Type 5 bugle -head screws spaced 12 in. O.C. 3. Joints and Nailhead5 - Wallboard joints covered with paper tape and premixed joint compound. Nallhead5 covered with joint compound. Gypsum plaster not more than i8 in. thick may be applied over the wallboard In addition to the 5pecif ed joint treatment. 4. Batts and Blankets" - (optional) - Mineral wool or glass fiber batty partially or completely filling stud cavity. 5. 5teel 5tud5 - (Optional - not used in this scope of work) 'Bearing the UL Classification Marking G. Gypsum Board_ 5/8 in. thick, two layers appled either horizontally or vertically. UL DESIGN NO. U301 RATING 2 MOUF\5 Design No. UL 910 (2hr.) 1. B K SOLID BLOCK : Classification hr. 2. MORTAR.- Bloc aid In full bed montai, nom a in. think, of not less than 2-4 and not more tha n3� arts an shay sand to I art Portlandm( — otfod 1, _ - _ - '� _§NNI�� -- c __c���= __ ____=_ __ ______ 4 ' - __ ( ____ __ P -_-3 _ --- 1- _ 3— - ___ ' 2 IIIIIiIIIIIIIl 6 -0 ' i1fIIIIIII III IIi1lIIIIIII II I IIIIIIIIII IIIIIII IIII IIIIII IIIII IIIIIIIIIIII — — IIiIIIIIIIIII IIItIIIIIIIIII — — - IIIII IIIII III)IIIIIIIII I - IIIIIiIIIIII II III IIIIIItIII I II1II11III, 1q11IIIII II 1111IIIII II IIIIIIIII I IIII IIIIIIIII II IIIIIIIIII— IIII IIIIIIII - - iiIIIIII II I IIIIIttIIfII— — —I IIIIIIIIII fIIIIII III — — — !IIIIIII II !IIIIIII II — — — IIIIIIIIIIII IIII IIIIIII 2— 6 - — 0 ' —I IIIIIIIII IIIIIIII II — IIIIIIIII II IIIIIIIII IIIIIIIII I IIIIII III —I IIIII IIII IIIIIIII II -- IIIIIIIII IIIII IIIIIIIIII -- — 1 UiIIIIIII III IIIII IIItI1I ' - — II ,,,,III,I ��f��f� b ,,IIIII , -- -_ _-_- _ _3 5'_3 _____ - _= ______ _ _--- _ ______= _ _- -- _= ______ - _-- -_=____ __ - _- --_ _____- _-_ - — _______ _ _-- - ,,II� 111�II� - ___=___ - - 4- -- ' -0 -- ————— —— — — — —'--------`'=r—� rl---------_-__�r----- -----— — �———— T7--t--rt-------r 11 II iI IiII II II II II II 11 II 11 II 11 II II II II II 11 II If 11 11 II II 11 11 11 II 3UM BOARD _____________________________L,II -------- 11 II II II II II II II II II 1 II II I II II II II II II II II II 11 _________ II II 11 ll If 11 II 111 11 II 11 11 II II 11 11 1 II 11 11 11 11 11 11 If II 11 11 II ___ _ ______ -- _ - _ 1 „11 11 11 11 If 11 11 11 11 11 11 11 11 111 11 11 11 11 11 11 11 11 11 11 11 11 11 a 11 11 11 11 11 11 11 11 11 11 11 11:'X'GWEA SIDE111 1 11a ii ii VVD STUD@I Gil1 1 111 11 11 11 11 11 11 If if 11 11 11 11 111 11 11 11 11 11 11 11 11 11 11 11 I 11 I 1 11 11 11 11 11 11 11 11 11 11 1 111 1I 11 11 11 111 11 11 11 11 11 11 11 11 11 11^iAL 1111 11 11 11 11 11 If 11 11 11 11 If 11 111 11 11 11 11 11 11 11 11 11 11 II II II II II II II II II II II II II ,II II II II II II II II II II II II II II 11 II 11 II II 11 11 II II I 111 11 II 11 11 11 II 11 II II II II II II II II 11II II II II II II II II II II II II II II II if II 11 II III III II 111 II II II II II II II II II 11 II II ____L11 fill 1: II 11 11 If 11 11 11 II 11 11 11 111 11 11 11 II II 11 11 II II II If II � - - - - G ������� �� =_______ —_ _ _ - ____ -==___ _ _ - ___ ==____ - _ _ — -_ --- -_ -- _- IIIII IIII IIIIII IIII IIIIII IIII I IIIIIIII IIIIIIII lII . IIIII IIII IIIIIIIII III1IIIIIII IIII!III I1 II IIIIIIII IIIIII IIII IIIIII III IlI IIIIII ' IIIIII ,I, IIIII II1I I(IIIII I IIIII IIII II IIIIIII I IIIIIIII I IIIIIIII IIIII IIIII I IIIIIIIII IIIIIIIIII IIIII fIIII IIII IIIII IIIII IIII IIIIIIIII I IIIIIIII II1IIIIII IIII II1II ,IIIIIIII I IIIIIlIIII IiIIIIIII I II IItIIIII 1 IIIIIIIII 1I IIIIIIII III I1IIIIII I1IIIIIIIII IfI IIIIIII IIIII!IIIlI j III,iI„IIIIIIIIII �f�� �11- 1!IIII 1IIIII --___-_ __- -_ _--__— __ _____ _-____ - _____ __-_____ - _ ___ __-______ - __-_________ - __ _=-_____-__ - _ __-_________ - L I,IIIIIIIII I!11Il�111II_ - =_--_ ----_--- -_-_-- -----_-- -- - _- _-__--- ------_-- - =_ - ---- - _- -- � § _ T --————-——L 11 7 JI——J- —.Ji 1LL——IL _JI--J-4-1L_-44- _IL— JI— —J—_LIL L—IL_JI——Ji _1—iL—- l II ll 11 II II II 11 II II 1 If I II II II II II II II II II II II II 11 111 II II II 11 II 11 II 11 II II 11 If 1II II II II II II II 11 If 11 II If II II II II II II II II 11 II II II II 1 11 II 11 If 11 II II II 11 11 II II 11 11 11 11 11 II 1 II II I II 11 11 II 11 II II II 1 II II II 11 II II it II if II II 1II II 11 II 11 II 11 I 11 11 II II II _______ III 11 II 11 II II II II 11 II 11 II II 111 II 11 II 11 II 11 II 11 11 II II II _-_______ 11II 11 II 11 II II II II II If 11 II II 1II II II II 11 II 11 11 11 II II II II 11 11 11 11 11 11 If 11 11 11 I II 11 11 11 11 11 11 11 11 11 11 11 11 _-= JJF If II II II II II II I II II 1 II II III II II II II II II II 11 II II fI I lII if 11 11 11 11 11 II 11 11 11 11 11 1 1II 11 11 11 11 11 11 11 11 11 11 11 II 11 11 11 11 11 11 If 11 11 11 11 II 111 I 11 11 II 11 I 11 11 11 11 11 11_ 1 I III If 11 II 11 11 11 II 11 II 11 1 11 1 11 II 11 11 II 11 11 11 11 11 111 11BLOCK: 1 111 11 11 11 11 11 11 11 11 II 11 11 11 111 11 11 11 11 11 11 11 11 11 11 11 11 2 hr.11 11 11 If 11 11 II 11 11 11 11 11 11 I II II II II I! II 11 11 II II II III II II 11 If 11 11 II II 111 11 II 11 II II II II II II II II 11 I -III II II II II II II II II II II II II III II II II II II II II II II II II II { I ________ I III 11 II II II 11 II II II 11 II 11 II 1 II II II 11 II 11 II II II II II II II —______11 II II II II II I II II II II II II III II II II II II II II II II II II II — — — — — — II II II II If II II 1II II II 11 II if I II II II II II II l II II 111 II II II II 11 11 if II II II II II _______ I II II 1 II II II II If 11 II II II II II II II =--- --------______ ___________LIf II II II II II II II II II II 11 II III II 11 II II III II II 11 II II II -III II II II II II II II II Il II II II III II II II II II II If II II II II II I III II II if II 11 II II II II II II II 1 II II II II II 11 11 11 II II II 11 11 _____- - - - II II if I 11 11 II II II II II II Iq II II II II 11 II II II II II 11 II I III II II II II 11 II II II II 11 11 11 I II II II II II 11 11 II II II II 11 II I III 11 II II I 11 II II II II If II II 1 II II II II II 11 II II II 11 II 11 11 II 11 11 if 11 11 11 11 11 II 11 11 II I II 11 11 11 If 11 11 11 11 11 11 I 11 L L JJII 11 II 11 11 11 11 II 11 11 if 11 II 1 11 11 11 II II II 11 11 11 11 II L____________ If II II II II 11 II II II II II II II III II II II II III II II II II II II I 1 Ill II II II II II II II 11 II II II 11 I II II II II II 11 11 II II II 11 II 11 ___________11 II II II II I II II II II It II II 1II II II II II 11 II II II 11 11 II 11 I III II II If 1 11 I II II II If II II 1II II II 11 II 11 II II II II 11 If II I Ill II II II 1 II 11 II II II II 11 II 1 II II II II II 11 II II II If 11 11 II ________11 11 11 If 11 If 11 11 11 11 11 11 111 11 11 11 11 11 11 11 11 11 11 If If 11 Ill 11 11 11 11 II 11 11 11 11 11 11 11 I II If 11 11 11 11 11 11 11 11 1 11 II _____ JJIf II II II 11 11 11 II II II II 11 11 111 11 11 11 II 11 II II II II 11 II If II II II II II II II 1II II 11 11 II 11 11 II II II 1it II II II II I II II 11 II 1II If 11 11 II 11 If II II II 11 II 11 - - • � _ — - 4 ' -I�IiIIi,11 III1i�,Ij1III,II1 — 0 "IIIiIIIt1II �1IIII1tI1I!�1I,!IIII - - - - - - - -- - - - - - - - — - - � J 1III1IiIII11III1IIIIII,1III1III IIIIIIIII1I1III IjIi1I1II,II _ _ _ _ � 3N�ZZS 1III1IiIIiI!iIII I!I1lI,I,I1 1III1ljIII1II1IiI1IiIIiIIiIII - - - - - - ' - 0 -' 1d- -`Jl_JL_ILA- __ JI - - - - - - - - - - - - - - _ -30_YGION€TNCAJQPL---------------------------------- e4YTQLQIQ0TING,CANOPY------------------------PBOYELWALAAOff - - - - - - - - - - - - - - - - - - - - - - - - - - - 123- EXISTING fr\AMING PLAN SCALE 1/8"= 1'-0" 2x4 WEB JOIST SYSTEM PLACED 24" O.C. X-O" CHORD TO CHORD — — — — — — — — — — — — — — — — — -- _________— — — — — — — — — — — — — — — — — — — — �__ -__----_____________=________ 7T---------------- TT-------------------- ___ter— _ EX15TING BEARING WALL EXISTING BEARING WALL EXISTING BEARNG WALL EXI5TING BEARNG WALL CIDII EISTING BEARNG WALL - -------------------------------i--_--------_- - - - - - - - - - - - - T-----------_-J I ,= F ------- R S I O N S Q .02-13-08 2. 4 . HIS DESIGN t THIS DRAWING A R E THE PROPERTY E PROPERTY OF KHC. NO PART OF THI5 WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM KHC. OOlvV V ` \ UcZ!�_n mm_rrmmVu_(LV�7Zai o nnJ 1•• - mLf) kAJ LU M�iin LLB7 Lu0 ,(^ cozNL 0x C Z 0cLUZ0 NO / - Q�J o __JoOQ WN AAEL A. BLANCO, P.E. I GO 19 511AREWOOD DRIVE TAMPA,FL 33G 18 813-9G 18G50 € v II - . j II,iI11I � ' . IiI IIIIt1I1, b" - _ - -- -- — _- .. . i _. i _ _ i < _� i 1IiIII IIII III!I1IIlII ;II x\ :\w : r xi \_ v1 T .-\_\ - \- -. -_=_ _ ._ 1AFfi� vs,r � N1 �I!I r u r , _ , T h E .v zaugmN lllIII1I I!1I I,III � ' 4 • _ s - z9 1 1 cID N Elf P.E. LICEN5E # GG292 ► CERTIFY TO THE BE5T OF rNvVf POOF PROPOSED ADIDRION DEC0RXFfVF ROOF MY DGE THAT THE DRAWINNG5 5PECIFICATION5 -J1'-4" 5' Id' 4' COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE5. 7 _T_fr 2004 F.B.0 AND 200G - ----- --i I 5UPPLEMENT5 S'-10' 4 -2 p IN not --------�-volume) and e tha 50percent hydrated lime (by cement volume). Vertical joints _.-....... 44 , _ .__._-- if 3. FURRING CHANNELS (o ional).- Min 019 in thick (25 gauge), 1 a in. wide on top and I Irv3--- EXISTING BEARING WALL I I 1 � � I I III I I\ 11 I I I IXISTING BEARING WALL I 1� i! � I I - - _ r _ _ -- - - ----- 2- in. wide at botto in. ice . 5 a d 24 in. OC perpendicular to floor with a e J _ _ i K _ k 4, channel parallel to an approximately 3 In. ab a floor and 3 in. below ceding. Clearance v - ' 1 Y T i I \ Y v between vertical an horizontal channels z in. •° a . �• 4• ''" - 11'-8' - 36'-5' 24'41' 38'-I I' 4. GYP5UM BOARD (optional).- a in. think, 4 ft wide, secure o furring channels with wallboard fasteners (wood). 3 Iz3'-0 n 2 U.L. 910 / 2 HO R RATED COCKETE OCK WALL �3. N/SCALE. SCALE 1 /8"= 1'-0" JOB NO: ZEPH I D RAW N BY: R5 / DL 155UE DATE: 09- I I -07 5HEET NUMBER A-3.1 - - - - G ������� �� =_______ —_ _ _ - ____ -==___ _ _ - ___ ==____ - _ _ — -_ --- -_ -- _- IIIII IIII IIIIII IIII IIIIII IIII I IIIIIIII IIIIIIII lII . IIIII IIII IIIIIIIII III1IIIIIII IIII!III I1 II IIIIIIII IIIIII IIII IIIIII III IlI IIIIII ' IIIIII ,I, IIIII II1I I(IIIII I IIIII IIII II IIIIIII I IIIIIIII I IIIIIIII IIIII IIIII I IIIIIIIII IIIIIIIIII IIIII fIIII IIII IIIII IIIII IIII IIIIIIIII I IIIIIIII II1IIIIII IIII II1II ,IIIIIIII I IIIIIlIIII IiIIIIIII I II IItIIIII 1 IIIIIIIII 1I IIIIIIII III I1IIIIII I1IIIIIIIII IfI IIIIIII IIIII!IIIlI j III,iI„IIIIIIIIII �f�� �11- 1!IIII 1IIIII --___-_ __- -_ _--__— __ _____ _-____ - _____ __-_____ - _ ___ __-______ - __-_________ - __ _=-_____-__ - _ __-_________ - L I,IIIIIIIII I!11Il�111II_ - =_--_ ----_--- -_-_-- -----_-- -- - _- _-__--- ------_-- - =_ - ---- - _- -- � § _ T --————-——L 11 7 JI——J- —.Ji 1LL——IL _JI--J-4-1L_-44- _IL— JI— —J—_LIL L—IL_JI——Ji _1—iL—- l II ll 11 II II II 11 II II 1 If I II II II II II II II II II II II II 11 111 II II II 11 II 11 II 11 II II 11 If 1II II II II II II II 11 If 11 II If II II II II II II II II 11 II II II II 1 11 II 11 If 11 II II II 11 11 II II 11 11 11 11 11 II 1 II II I II 11 11 II 11 II II II 1 II II II 11 II II it II if II II 1II II 11 II 11 II 11 I 11 11 II II II _______ III 11 II 11 II II II II 11 II 11 II II 111 II 11 II 11 II 11 II 11 11 II II II _-_______ 11II 11 II 11 II II II II II If 11 II II 1II II II II 11 II 11 11 11 II II II II 11 11 11 11 11 11 If 11 11 11 I II 11 11 11 11 11 11 11 11 11 11 11 11 _-= JJF If II II II II II II I II II 1 II II III II II II II II II II 11 II II fI I lII if 11 11 11 11 11 II 11 11 11 11 11 1 1II 11 11 11 11 11 11 11 11 11 11 11 II 11 11 11 11 11 11 If 11 11 11 11 II 111 I 11 11 II 11 I 11 11 11 11 11 11_ 1 I III If 11 II 11 11 11 II 11 II 11 1 11 1 11 II 11 11 II 11 11 11 11 11 111 11BLOCK: 1 111 11 11 11 11 11 11 11 11 II 11 11 11 111 11 11 11 11 11 11 11 11 11 11 11 11 2 hr.11 11 11 If 11 11 II 11 11 11 11 11 11 I II II II II I! II 11 11 II II II III II II 11 If 11 11 II II 111 11 II 11 II II II II II II II II 11 I -III II II II II II II II II II II II II III II II II II II II II II II II II II { I ________ I III 11 II II II 11 II II II 11 II 11 II 1 II II II 11 II 11 II II II II II II II —______11 II II II II II I II II II II II II III II II II II II II II II II II II II — — — — — — II II II II If II II 1II II II 11 II if I II II II II II II l II II 111 II II II II 11 11 if II II II II II _______ I II II 1 II II II II If 11 II II II II II II II =--- --------______ ___________LIf II II II II II II II II II II 11 II III II 11 II II III II II 11 II II II -III II II II II II II II II Il II II II III II II II II II II If II II II II II I III II II if II 11 II II II II II II II 1 II II II II II 11 11 11 II II II 11 11 _____- - - - II II if I 11 11 II II II II II II Iq II II II II 11 II II II II II 11 II I III II II II II 11 II II II II 11 11 11 I II II II II II 11 11 II II II II 11 II I III 11 II II I 11 II II II II If II II 1 II II II II II 11 II II II 11 II 11 11 II 11 11 if 11 11 11 11 11 II 11 11 II I II 11 11 11 If 11 11 11 11 11 11 I 11 L L JJII 11 II 11 11 11 11 II 11 11 if 11 II 1 11 11 11 II II II 11 11 11 11 II L____________ If II II II II 11 II II II II II II II III II II II II III II II II II II II I 1 Ill II II II II II II II 11 II II II 11 I II II II II II 11 11 II II II 11 II 11 ___________11 II II II II I II II II II It II II 1II II II II II 11 II II II 11 11 II 11 I III II II If 1 11 I II II II If II II 1II II II 11 II 11 II II II II 11 If II I Ill II II II 1 II 11 II II II II 11 II 1 II II II II II 11 II II II If 11 11 II ________11 11 11 If 11 If 11 11 11 11 11 11 111 11 11 11 11 11 11 11 11 11 11 If If 11 Ill 11 11 11 11 II 11 11 11 11 11 11 11 I II If 11 11 11 11 11 11 11 11 1 11 II _____ JJIf II II II 11 11 11 II II II II 11 11 111 11 11 11 II 11 II II II II 11 II If II II II II II II II 1II II 11 11 II 11 11 II II II 1it II II II II I II II 11 II 1II If 11 11 II 11 If II II II 11 II 11 - - • � _ — - 4 ' -I�IiIIi,11 III1i�,Ij1III,II1 — 0 "IIIiIIIt1II �1IIII1tI1I!�1I,!IIII - - - - - - - -- - - - - - - - — - - � J 1III1IiIII11III1IIIIII,1III1III IIIIIIIII1I1III IjIi1I1II,II _ _ _ _ � 3N�ZZS 1III1IiIIiI!iIII I!I1lI,I,I1 1III1ljIII1II1IiI1IiIIiIIiIII - - - - - - ' - 0 -' 1d- -`Jl_JL_ILA- __ JI - - - - - - - - - - - - - - _ -30_YGION€TNCAJQPL---------------------------------- e4YTQLQIQ0TING,CANOPY------------------------PBOYELWALAAOff - - - - - - - - - - - - - - - - - - - - - - - - - - - 123- EXISTING fr\AMING PLAN SCALE 1/8"= 1'-0" 2x4 WEB JOIST SYSTEM PLACED 24" O.C. X-O" CHORD TO CHORD — — — — — — — — — — — — — — — — — -- _________— — — — — — — — — — — — — — — — — — — — �__ -__----_____________=________ 7T---------------- TT-------------------- ___ter— _ EX15TING BEARING WALL EXISTING BEARING WALL EXISTING BEARNG WALL EXI5TING BEARNG WALL CIDII EISTING BEARNG WALL - -------------------------------i--_--------_- - - - - - - - - - - - - T-----------_-J I ,= F ------- R S I O N S Q .02-13-08 2. 4 . HIS DESIGN t THIS DRAWING A R E THE PROPERTY E PROPERTY OF KHC. NO PART OF THI5 WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM KHC. OOlvV V ` \ UcZ!�_n mm_rrmmVu_(LV�7Zai o nnJ 1•• - mLf) kAJ LU M�iin LLB7 Lu0 ,(^ cozNL 0x C Z 0cLUZ0 NO / - Q�J o __JoOQ WN AAEL A. BLANCO, P.E. I GO 19 511AREWOOD DRIVE TAMPA,FL 33G 18 813-9G 18G50 € v II - . j II,iI11I � ' . IiI IIIIt1I1, b" - _ - -- -- — _- .. . i _. i _ _ i < _� i 1IiIII IIII III!I1IIlII ;II x\ :\w : r xi \_ v1 T .-\_\ - \- -. -_=_ _ ._ 1AFfi� vs,r � N1 �I!I r u r , _ , T h E .v zaugmN lllIII1I I!1I I,III � ' 4 • _ s - z9 1 1 cID N Elf P.E. LICEN5E # GG292 ► CERTIFY TO THE BE5T OF rNvVf POOF PROPOSED ADIDRION DEC0RXFfVF ROOF MY DGE THAT THE DRAWINNG5 5PECIFICATION5 -J1'-4" 5' Id' 4' COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE5. 7 _T_fr 2004 F.B.0 AND 200G - ----- --i I 5UPPLEMENT5 S'-10' 4 -2 p IN not --------�-volume) and e tha 50percent hydrated lime (by cement volume). Vertical joints _.-....... 44 , _ .__._-- if 3. FURRING CHANNELS (o ional).- Min 019 in thick (25 gauge), 1 a in. wide on top and I Irv3--- EXISTING BEARING WALL I I 1 � � I I III I I\ 11 I I I IXISTING BEARING WALL I 1� i! � I I - - _ r _ _ -- - - ----- 2- in. wide at botto in. ice . 5 a d 24 in. OC perpendicular to floor with a e J _ _ i K _ k 4, channel parallel to an approximately 3 In. ab a floor and 3 in. below ceding. Clearance v - ' 1 Y T i I \ Y v between vertical an horizontal channels z in. •° a . �• 4• ''" - 11'-8' - 36'-5' 24'41' 38'-I I' 4. GYP5UM BOARD (optional).- a in. think, 4 ft wide, secure o furring channels with wallboard fasteners (wood). 3 Iz3'-0 n 2 U.L. 910 / 2 HO R RATED COCKETE OCK WALL �3. N/SCALE. SCALE 1 /8"= 1'-0" JOB NO: ZEPH I D RAW N BY: R5 / DL 155UE DATE: 09- I I -07 5HEET NUMBER A-3.1 - - • � _ — - 4 ' -I�IiIIi,11 III1i�,Ij1III,II1 — 0 "IIIiIIIt1II �1IIII1tI1I!�1I,!IIII - - - - - - - -- - - - - - - - — - - � J 1III1IiIII11III1IIIIII,1III1III IIIIIIIII1I1III IjIi1I1II,II _ _ _ _ � 3N�ZZS 1III1IiIIiI!iIII I!I1lI,I,I1 1III1ljIII1II1IiI1IiIIiIIiIII - - - - - - ' - 0 -' 1d- -`Jl_JL_ILA- __ JI - - - - - - - - - - - - - - _ -30_YGION€TNCAJQPL---------------------------------- e4YTQLQIQ0TING,CANOPY------------------------PBOYELWALAAOff - - - - - - - - - - - - - - - - - - - - - - - - - - - 123- EXISTING fr\AMING PLAN SCALE 1/8"= 1'-0" 2x4 WEB JOIST SYSTEM PLACED 24" O.C. X-O" CHORD TO CHORD — — — — — — — — — — — — — — — — — -- _________— — — — — — — — — — — — — — — — — — — — �__ -__----_____________=________ 7T---------------- TT-------------------- ___ter— _ EX15TING BEARING WALL EXISTING BEARING WALL EXISTING BEARNG WALL EXI5TING BEARNG WALL CIDII EISTING BEARNG WALL - -------------------------------i--_--------_- - - - - - - - - - - - - T-----------_-J I ,= F ------- R S I O N S Q .02-13-08 2. 4 . HIS DESIGN t THIS DRAWING A R E THE PROPERTY E PROPERTY OF KHC. NO PART OF THI5 WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM KHC. OOlvV V ` \ UcZ!�_n mm_rrmmVu_(LV�7Zai o nnJ 1•• - mLf) kAJ LU M�iin LLB7 Lu0 ,(^ cozNL 0x C Z 0cLUZ0 NO / - Q�J o __JoOQ WN AAEL A. BLANCO, P.E. I GO 19 511AREWOOD DRIVE TAMPA,FL 33G 18 813-9G 18G50 € v II - . j II,iI11I � ' . IiI IIIIt1I1, b" - _ - -- -- — _- .. . i _. i _ _ i < _� i 1IiIII IIII III!I1IIlII ;II x\ :\w : r xi \_ v1 T .-\_\ - \- -. -_=_ _ ._ 1AFfi� vs,r � N1 �I!I r u r , _ , T h E .v zaugmN lllIII1I I!1I I,III � ' 4 • _ s - z9 1 1 cID N Elf P.E. LICEN5E # GG292 ► CERTIFY TO THE BE5T OF rNvVf POOF PROPOSED ADIDRION DEC0RXFfVF ROOF MY DGE THAT THE DRAWINNG5 5PECIFICATION5 -J1'-4" 5' Id' 4' COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE5. 7 _T_fr 2004 F.B.0 AND 200G - ----- --i I 5UPPLEMENT5 S'-10' 4 -2 p IN not --------�-volume) and e tha 50percent hydrated lime (by cement volume). Vertical joints _.-....... 44 , _ .__._-- if 3. FURRING CHANNELS (o ional).- Min 019 in thick (25 gauge), 1 a in. wide on top and I Irv3--- EXISTING BEARING WALL I I 1 � � I I III I I\ 11 I I I IXISTING BEARING WALL I 1� i! � I I - - _ r _ _ -- - - ----- 2- in. wide at botto in. ice . 5 a d 24 in. OC perpendicular to floor with a e J _ _ i K _ k 4, channel parallel to an approximately 3 In. ab a floor and 3 in. below ceding. Clearance v - ' 1 Y T i I \ Y v between vertical an horizontal channels z in. •° a . �• 4• ''" - 11'-8' - 36'-5' 24'41' 38'-I I' 4. GYP5UM BOARD (optional).- a in. think, 4 ft wide, secure o furring channels with wallboard fasteners (wood). 3 Iz3'-0 n 2 U.L. 910 / 2 HO R RATED COCKETE OCK WALL �3. N/SCALE. SCALE 1 /8"= 1'-0" JOB NO: ZEPH I D RAW N BY: R5 / DL 155UE DATE: 09- I I -07 5HEET NUMBER A-3.1 / - Q�J o __JoOQ WN AAEL A. BLANCO, P.E. I GO 19 511AREWOOD DRIVE TAMPA,FL 33G 18 813-9G 18G50 € v II - . j II,iI11I � ' . IiI IIIIt1I1, b" - _ - -- -- — _- .. . i _. i _ _ i < _� i 1IiIII IIII III!I1IIlII ;II x\ :\w : r xi \_ v1 T .-\_\ - \- -. -_=_ _ ._ 1AFfi� vs,r � N1 �I!I r u r , _ , T h E .v zaugmN lllIII1I I!1I I,III � ' 4 • _ s - z9 1 1 cID N Elf P.E. LICEN5E # GG292 ► CERTIFY TO THE BE5T OF rNvVf POOF PROPOSED ADIDRION DEC0RXFfVF ROOF MY DGE THAT THE DRAWINNG5 5PECIFICATION5 -J1'-4" 5' Id' 4' COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE5. 7 _T_fr 2004 F.B.0 AND 200G - ----- --i I 5UPPLEMENT5 S'-10' 4 -2 p IN not --------�-volume) and e tha 50percent hydrated lime (by cement volume). Vertical joints _.-....... 44 , _ .__._-- if 3. FURRING CHANNELS (o ional).- Min 019 in thick (25 gauge), 1 a in. wide on top and I Irv3--- EXISTING BEARING WALL I I 1 � � I I III I I\ 11 I I I IXISTING BEARING WALL I 1� i! � I I - - _ r _ _ -- - - ----- 2- in. wide at botto in. ice . 5 a d 24 in. OC perpendicular to floor with a e J _ _ i K _ k 4, channel parallel to an approximately 3 In. ab a floor and 3 in. below ceding. Clearance v - ' 1 Y T i I \ Y v between vertical an horizontal channels z in. •° a . �• 4• ''" - 11'-8' - 36'-5' 24'41' 38'-I I' 4. GYP5UM BOARD (optional).- a in. think, 4 ft wide, secure o furring channels with wallboard fasteners (wood). 3 Iz3'-0 n 2 U.L. 910 / 2 HO R RATED COCKETE OCK WALL �3. N/SCALE. SCALE 1 /8"= 1'-0" JOB NO: ZEPH I D RAW N BY: R5 / DL 155UE DATE: 09- I I -07 5HEET NUMBER A-3.1 AAEL A. BLANCO, P.E. I GO 19 511AREWOOD DRIVE TAMPA,FL 33G 18 813-9G 18G50 € v II - . j II,iI11I � ' . IiI IIIIt1I1, b" - _ - -- -- — _- .. . i _. i _ _ i < _� i 1IiIII IIII III!I1IIlII ;II x\ :\w : r xi \_ v1 T .-\_\ - \- -. -_=_ _ ._ 1AFfi� vs,r � N1 �I!I r u r , _ , T h E .v zaugmN lllIII1I I!1I I,III � ' 4 • _ s - z9 1 1 cID N Elf P.E. LICEN5E # GG292 ► CERTIFY TO THE BE5T OF rNvVf POOF PROPOSED ADIDRION DEC0RXFfVF ROOF MY DGE THAT THE DRAWINNG5 5PECIFICATION5 -J1'-4" 5' Id' 4' COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODE5. 7 _T_fr 2004 F.B.0 AND 200G - ----- --i I 5UPPLEMENT5 S'-10' 4 -2 p IN not --------�-volume) and e tha 50percent hydrated lime (by cement volume). Vertical joints _.-....... 44 , _ .__._-- if 3. FURRING CHANNELS (o ional).- Min 019 in thick (25 gauge), 1 a in. wide on top and I Irv3--- EXISTING BEARING WALL I I 1 � � I I III I I\ 11 I I I IXISTING BEARING WALL I 1� i! � I I - - _ r _ _ -- - - ----- 2- in. wide at botto in. ice . 5 a d 24 in. OC perpendicular to floor with a e J _ _ i K _ k 4, channel parallel to an approximately 3 In. ab a floor and 3 in. below ceding. Clearance v - ' 1 Y T i I \ Y v between vertical an horizontal channels z in. •° a . �• 4• ''" - 11'-8' - 36'-5' 24'41' 38'-I I' 4. GYP5UM BOARD (optional).- a in. think, 4 ft wide, secure o furring channels with wallboard fasteners (wood). 3 Iz3'-0 n 2 U.L. 910 / 2 HO R RATED COCKETE OCK WALL �3. N/SCALE. SCALE 1 /8"= 1'-0" JOB NO: ZEPH I D RAW N BY: R5 / DL 155UE DATE: 09- I I -07 5HEET NUMBER A-3.1 Gs7 '3' c � � a ? - ra 41-1/I Y - � v✓ C I C DE51GN PRESS. 51ZE LOC P05. NEG. 4'-0" X G'-G" 5 24.2 -32.9 51ZE LOC P05, NEG. 3 X 8 4 24.5 -27.1 C I C DE51GN PRESS. 51ZE LOC P05. NEG. 4'-0" X G'-G" 5 24.2 -32.9 C * C DE51GN PRESS. 51ZE . LOC P05. NEG. 7'-G" X 4'-0" 5 24.2 -32.9 51ZE LOC P05. NEG. 3 X 8 4 24.5 -27.1 12 12 s� i as I I STUCCO I AI, C � C DE51GN PRESS. 51ZE LOC P05. + NEG. - 7-G" X 4'-0" 5 24.2 C * C DE51GN PRE55. 51ZE LOC P05, NEG. GI-G" X 4'-011 5 24.2 0 51ZE LOC P05. NEG. 3 X 8 4 24.5 -27.1 C * C DE51GN PRE55. 51ZE LOC P05. NEG, G'-7" X 3'-9" 5 24.2-32.9 C * C DE51GN PRE55. 51ZE LOC PO5. NEG. 3-0" X G'-G" 5 24.21 32.9 SIZE LOC P05. I NEG. 3 X 8 4 24.5 -27.1 C * C DE51GN PRE55. 51ZE LOC PO5. + NEG. - 3'-4" X G'-G" 5 24.2 -32.9 C * C DE51GN PRE55. 51ZE LOC P05, NEG. 3'-1 i1 X 3'-911 5 24.2 -32.9 REVISIONS Q 2. 3. 4 5. TH15 DE51GN ! THIS DRAWING ARE THE PROPERTY OF KHC. NO PART OF THIS WORK MAY DE REPRODUCED WITHOUT PRIOR WRITTEN PERM155ION FROM'KHC.- RAFAEL A. BLANCO, P.E. I GO 19 5HAREW001) DRIVE TAMPA,PL 33G 18 8.1 3-9G 15G5O P.E. LICENSE # GG292 JOB NO: ZEP11- I DRAWN BY: R5 / DL 155UE DATE: 09- 1 1 -07 511EET NUMBER BE R A-4 DETAIL A-4 SCALE : N.T.S ,". ,LI was '� �I•r DE 1 N P 51ZE LOC 11 P05. NEG. 3' X G'8" 4 24.5 -27.1 DE I N PRE55. 51ZE LOC P05. NEG. 31 X G1811 4 24.5 -27.1 C It C DE1NPE5. 51ZE LOC P05. NEG. 3' X G'8" 4 24.5 -27.1 DE i N PRE55. 51ZE LOC P05. NEG. 31 X G1811 4 24.5 -27.1 - In 1411� 0 J\ STUCCO 0 2N\ + 1 STUCCO STUCCO STUCCO M RROR MIRROR 3G" GRAB BAR _ 2 11 -8 4 He SINK, HC TOILET 42" GRAB BAR TOILET PAPER D15PI N5ER (v FIRE RETARDANT TREATED WOOD BLOCKING A5 REQUIRED — — 5TUCC0 m m _ STUCCO N WALL MOUNTED 51NK TILE BA5E N WRAP DRAIN #HOT WATER---// LINE W/INSULATION _ TILE BA5E E IONS BATHROOM EVA L SCALE. Y4 - I -0 - S I D E ELEVATION WEST) 5CALE 11411= 1'-011 REV151ON5 A 2.- 3. 4. 5. TH15 DESIGN ! THIS DRAWING ARE THE PROPERTY OF KHC. NO PART OF THIS - WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM KNC. is Q o Q1 ry 0 -J z z � CZ o z � w N RAFAEL A. BLANCO, P. E. I GO 19 5HAREWOOD DRIVE TAMPA,PL 33G 18 813-9G 18G50 P.E. LICEN5E # GG292 JOB NO: ZEPH- I DRAWN BY: R5 / DL 155UE DATE: 09-1 I -07 � �'I ns