7010 Gall Blvd (2) - Laserfiche WebLink

Browse Search

0 79'-4" In R�) #6 AT CaArvEA= �,�, w��.ap.,=e�.� M.O. — wo rv, � i Ib A 's r` i s:, ry — ORCING M.O. Ib lEIA x� _ III�I-III IIII IIIII=IIIII IIIIIIIII'I_Ili� IIII i U iJ iIIZ+I�I IH IIII IIII II� I I I I II IIj � �^ I III I I1=�i OF FILLED ii°II0� °` � �M�-��()i Y MAX.'P"P'"' ii i I 1 1= 11 II III=III I III �I � � I= �. "� I I I I I i I :III-1 I I I I I' =1 I III III -III I I I I -I I III I I I -I I III I I ! I I I I I I I I I I I_-1 1 I I I I I J- I I i I I lil ' i i II_IP /" - III II 1I I III111 II II-11 II II _Ill-il II II-11 III I _III-11 III -II -II II I -II II 11-III I Ilfl i IIIIII Illil� IIIIIIIII IIII IIII IIIII II I Illilll III II III IIIIIII IIIIIIIIiII IIIIIIIII III IIII IIIIIIII Illill IIII I�IIIII.I� I IIII III III II III �I IIII I Illllli IIIIII I��I ' III I'I III III I_I: I I IIII IIIII-�III11 Ilil II I � I � III I II II II: II II IP-III I Ili I I II I I lil II II ill -I III II-il III I i II -II I I I I II I ii_ it II II II II $., CD mEll li „ HATCH co �;'EXTENT ":PiAE P _Po_ - Ili l i 10 I� II III III IIIII illl llll IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIII IIIIIIIIIIIIII-II II. III-11 I-11--III IIIIIIII IIIII IIII III IIIIIIIIIIIIII II IIIIIII Ilil IIIII^=IIII'lel i I I -11 I I I J I I I 11-III-III I I 11 11 III III=.III I I 11=1 I: III III I I- I I 11-11-III I I I I 1 i l I I III I I! I i l 1 =1 I III lit � El I _III I �I 11=11 'I II=III I III -III II I1-11 II 11-III-II I II -II II I1 II -II II III III I I-11� II II-1I II II�i'� I I I c-1 � it I III-11 ilk it _I�i I III__I I I i I I il- II III II-1 I' it II Ili II I I i I I III II II II -III III � �� SN i I _I�I III I�III I ICI I I IIIII III IIII� III Illil Illilllilllll IIII I�i IIII IIIII III IIIIII� II IIIIIIIIIIII III i I�III I I.III IIIII IIII IIII III II �I III IIII IIII Illllil I IIIII IIII III II i (4) #6 � '„ � •O.C. it lil il- �I II !II III II it III III II -II II I' II III II_II II li II ICI II_ 1 II III-11 II IIiI i � I I^ M.O. ° la-1 4!-�J�11 1, �I u, �I� '� I IJ- I II II--11 III II-1 II III-1_I I I m s:, i II IG I ill II-11 III it I I � lil III III i � II II II III -II I III II I II i II II I 1 =1_ � I 'I III -I I III I'=1 i l I, III II II 11-1'I 11=1 n I II III -II II I I -ill III I _II I _ II III I"> #6�i1-�41 N1 F==F N1 II4�'_a-Y�-41-_I I�IjI!III 'llllll IIIIIIIIIII I HATCH INDICATES 12" MASONRY WALL IN RUNNIN —-_j HATCHiin"i`��"e�° CELLLO (SIM.) BOND wl (1) #6 VERT. BAR IN FULLY GROUTED . a a.FULLY GROUTED CELL c MAX. AND AT ALL WALL INTERSECTIONS AT 48" AND AT ALL WALL INTERSECTIONS Oo. �... OF OPENINGS. ,00- xro ra awe _ I �. HOOK INTO FOOTING (TYP.) � reorv�. REQUIREMENTS.�^ooH �.nPE�r� .ohs �c�c. __ ___ reEur. AEo�re�.Eh,�.U.N.O. REFER TO FOR .00.�i�E«< U.N.O. REFER TO PLAN SILL AND LINTEL FOR NT SYSTEM. 1/2- BASE«"°° _ WiFASTEN. z �TPPory FASTENERS, EACH SIDE, 4- C/C SPACING. O' FOUNDATION PLAN rvoRiry JAMB REINFORCEMENT SCHEDULE MARK OPENING WIDTH GROUTED CELL(S) REINFORCEMENT PER CELL A LESS THAN 4'-8" 1 (1) #6 BARS B 4'-8" TO LESS THAN 8'-0" 2 (1) #6 BARS C 8'-0" AND GREATER 3 (1) #6 BARS INA C B A EDGE OF OPENING _7 0. ...: (PLAN VIEW) NOTES: 1. REFER TO FOUNDATION PLAN FOR ADDITIONAL GROUTED CELL REQUIREMENTS. 2. ALL GROUTED CELL BARS AT JAMB TO HOOK INTO FOUNDATION AND TIE BEAM. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING COMMENTS WF2 2'-0" WIDE X CONT. 1'-0" (3) #5 CONT. W/ #5 TRANSV. AT 48" O.C. BOTTOM WALL FOOTING F4 4'-0" X 4'-0" 1'-0" (4) #5 EACH WAY, BOTTOM COLUMN FOOTING STEEL COLUMN SCHEDULE MARK COLUMN SIZE BASE PLATE BASE PLATE TYPE COMMENTS HSS-4 HSS 4 X 4 X 1/4 - - ROOF STUB COLUMN AT METAL STUD PARAPET HSS-6 HSS 6 X 6 X 1/4 3/4 X 12 X 12 TYPE A (4) 3/4" 0 X 12" F1554-GR36 ANCHOR BOLTS HEAVY HEX NUTS AND WASHERS 1 1 /2" TYP. TOP FOOTING 4 4 1/4 li w • a ° M I1 0 R1/8x2x2 II 4 w TACK WELD LI °. w IN 4 HEAVY HEX (TYPE A) Q NUT (TYP. ANCHOR BOLT) FOUNDATION PLAN NOTES: 1. FUTURE SLAB -ON -GRADE TO BE 4" THICK (3,000 PSI) WITH 6x6 - W1.4xW1.4 W.W.F. ON 15 MIL VAPOR BARRIER OVER COMPACTED AND TERMITE TREATED SOIL. SLAB TO BE LEVEL (1/64" PER FOOT OR LESS), SMOOTH, CLEAN AND WITH SEALED CONTROL JOINTS. INSTALL FUTURE SLAB CONTROL JOINTS AT s12'-O" O.C. EACH WAY. JOINT PATTERN SHALL BE APPROXIMATELY SQUARE, AND LIMITED TO AN AREA NOT EXCEEDING 144 SQUARE FEET. REFER TO 1 /S4.1 FOR CONTROL JOINT DETAIL. 2. TOP OF SLAB ELEVATION = 0'-0" U.N.O. TOP OF EXTERIOR FOOTING ELEVATION = (-) 1'-4" U.N.O. 3. CENTER ALL FOOTINGS BELOW WALL OR COLUMN U.N.O. 4. ALL FOOTING REINFORCING TO BE BOTTOM BARS U.N.Q. 5. REFER TO ARCHITECTURAL/CIVIL FOR EXTERIOR SLAB AND SIDEWALK INFORMATION. 6. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS. 7. REFER TO THIS PLAN FOR MASONRY CONTROL JOINT (M.C.J.) LOCATIONS. REFER TO 3/S4.1 FOR MASONRY CONTROL JOINT DETAIL. 8. ALL WALL FOOTINGS TO BE TYPE "WF2" U.N.O. 9. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF CONTINUOUS FOOTINGS. REFER TO DETAIL 2/S4.1 FOR MORE INFO. 10. REFER TO 1/SO.1 FOR DESIGN WIND CRITERIA. PROFESSIONAL ENGINEERING, INC. 16912 Melissa Ann Dr . Lutz, FL . 33558 Ph: 813,963. 1906 STRUCTURAL Alan C. Guenther, P.E. #53308 / C.A. #26813 I 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727.815.3336 d.1 907 S. FT. HARRISON AVENUE SUITE 102 CLEARWATF.R, Fl, 33756 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS \\IIIIIII///� C. ♦♦ ••• •. I • 3 '©To : Ali• a. U N "C 0 7 .y a, 0 z /m► 4 c /r or, i >- w_j � J Z) J U) M Z 0 Q LU > N J J � Tw < .i 04.06.18 date 17060 comm. no. FOUNDATION PLAN S101