|
7
<br />3
<br />3
<br />4-0
<br />ro
<br />v
<br />NOTES: COORDINATE EDGE OF SIDEWALK
<br />0
<br />DETAILS w/ SITE/CIVIL DWGS., TYP.
<br />WALL &. FTG.
<br />N
<br />.0
<br />WALL SHEATHING PER WOOD STUD WALL PER
<br />WOOD STUD WALL PER
<br />PLAN & SCHEDULE, TYP.
<br />L
<br />�
<br />PLAN & SCHEDULE, TYP. PLAN & SCHEDULE, TYP.
<br />WALL SHEATHING PER
<br />BRG. WALL BEYOND
<br />PLAN & SCHEDULE, TYP. CONT. 2x P.T. WOOD BOTTOM
<br />CONT. 2x P.T. WOOD BOTTOM
<br />PER PLAN TYP
<br />PLATE & CONNECTION PER
<br />U
<br />PLATE & CONNECTION PER
<br />PLAN & SCHEDULE. TYP.
<br />C
<br />CONCRETE CURB & REINF. PER PLAN & SCHEDULE, TYP.
<br />RECESS PER ARCH. DWGS.
<br />ro
<br />DETAIL "10/S3.02", TYP.
<br />CONCRETE SLAB &REINF.
<br />CONT. ISOLATION JOINT, TYP. 0/4" MAX.), TYP.
<br />CONCRETE SLAB & REINF.
<br />CONCRETE CURB &REINF. PER PER PLAN, TYP.
<br />0
<br />FINISHED GRADE] PER PLAN, TYP.
<br />PAVING BY OTHERS CONC. SLAB & REINF.
<br />DETAIL "10/2.02", TYP.
<br />U
<br />U
<br />w u
<br />PER PLAN, TYP.
<br />oc
<br />W a
<br />CONCRETE CURB & REINF. PER ro
<br />"
<br />�..
<br />_ d
<br />d
<br />Z
<br />^
<br />DETAIL "10/S3 02" T
<br />YP.14 CONCRETE CURB POURED
<br />%_1N�
<br />y
<br />—IS ��L,
<br />_ ° —_
<br />Z III III -1�I
<br />—III�1 1 _ I=-
<br />_i L 1 _ III 1'' w
<br />�I II II • ' 1 o C)
<br />III I
<br />w MONOLITHIC w/ SLAB, TYP. >,
<br />cc 4
<br />II IM
<br />—
<br />u, Z III �, —
<br />-_— —
<br />= III I .
<br />00 �. I C VAPOR BARRIER
<br />.._
<br />d a VAPOR BARRIER
<br />:D CONCRETE SLAB & REINF.
<br />II VAPOR BARRIER
<br />-
<br />„
<br />3 C R
<br />PER PLAN, TYP. C
<br />o -
<br />_,
<br />°
<br />v a
<br />v v REINF. STL. PER PLAN
<br />WIDTH REINF. STL. PER PLAN
<br />7ro
<br />t^ REINF. STL. PER PLAN
<br />3 C R. 3 C R.
<br />& SCHEDULE, TYP.
<br />r^ &SCHEDULE, TYP.
<br />3 C R. 3 CLR.
<br />&SCHEDULE, TYP.
<br />-
<br />- III=1 = - _ III=III- I1 111 ro
<br />U
<br />7LIKVAPOR
<br />WIDTH
<br />WIDTH
<br />BARRIER
<br />N
<br />44
<br />Exterior Footing w/ Curb
<br />r2"IExterior Footing Garage Door
<br />r3o"Interior Single Wall Footing w/ Curb
<br />4 Non -Bearing Interior Curb Q)
<br />SCALE: %4" = F-0"
<br />S3.Q4
<br />SCALE: %4" = F-0"
<br />S3.Q4
<br />SCALE: Y4" = 1'-0" E
<br />S3.Q4 L
<br />SCALE: Y4" = 1'-0"
<br />S3.Q4
<br />+j
<br />v
<br />ro
<br />0
<br />0
<br />NOTES: COORDINATE EDGE OF SIDEWALK
<br />b
<br />DETAILS w/ SITE/CIVIL DWGS., TYP.
<br />8" CMU SET IN RUNNING VERT. REINF. IN SOLID
<br />8" CMU SET IN RUNNING
<br />WOOD STUD WALL BOND w/ HORIZ. LADDER
<br />8" CMU SET IN RUNNINGIE VERT. REINF. IN SOLID
<br />BOND w/ HORIZ. LADDER E
<br />BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE
<br />PER PLAN & SCHED.
<br />GROUTED CELL PER SCHEDULE
<br />REINF. @ 16" O.C. TYP.
<br />REINF. @ 16" O.C. TYP.
<br />REINF. @ 16" O.C. TYP. - C
<br />DOWELS TO MATCH VERT. REINF.
<br />GYPSUM WALL SHEATHING DOWELS TO MATCH VERT. REINF.
<br />DOWELS TO MATCH VERT. REINF.---,,,,,E
<br />w/ STD. HK. LAP 48 BAR O's
<br />PER WALL SCHEDULE, TYP. w/ STD. HK. LAP 48 BAR O's
<br />w/ STD. HK. LAP 48 BAR O's_ v
<br />- CONCRETE SLAB & REINF.
<br />CONC. SLAB & REINF. - VERT. REINF. IN SOLID
<br />CONC. SLAB & REINF. A
<br />ro
<br />PER PLAN, TYP.
<br />PER PLAN, TYP. GROUTED CELL PER
<br />PER PLAN, TYP. u
<br />-
<br />SCHEDULE
<br />�^=
<br />/F^4
<br />FINISHED GRADE
<br />11-III 1'
<br />�°
<br />1 i _ — —_ — = Z
<br />I. III —� 1 `' d o 1 Ill III-1 —I w
<br />—_ — _ _ _ z Z ro
<br />-III—III (i 1=- 1' t I I I-1 I —III -I w� 0) ° _
<br />4" CONCRETE SLAB & REINF.
<br />H III -L� = —� �.�. ni—! i—
<br />-v i— ° ° �• I - +...
<br />d
<br />V +r
<br />PER PLAN, TYP.
<br />a III III —III —III
<br />p Z � 1 -III-III— `' ti, VAPOR BARRIER
<br />= °
<br />M 3' C R "-F VAPOR BARRIER
<br />r
<br />3 C R VAPOR BARRIER
<br />"
<br />o REINF. STL. PER PLAN
<br />d d 717, 1
<br />° 1 III
<br />, ;'�-' ° & SCHEDULE, TYP.
<br />, .�
<br />WIDTH REINF. STL. PER PLAN
<br />&SCHEDULE, TYP.
<br />WIDTH REINF. STL PER PLAN
<br />&SCHEDULE, TYP. a
<br />.._
<br />'=.=III-1 I I-111= 6
<br />�n
<br />3" C R. 3" C R.
<br />G
<br />0
<br />WIDTH
<br />In w
<br />+�
<br />u
<br />v
<br />o
<br />5 Non -Bearing Slab Depression
<br />6 Typical Exterior Footing @ CMU
<br />7 Interior Wall Footing CMU
<br />8 Interior Wall Footing @ CMU a
<br />h
<br />S Q4 SCALE: %I = 1'-0"
<br />SCALE: Y4" = 1'-0"
<br />S 1
<br />S Q4 SCALE: Y4" = I'-0"
<br />.0
<br />S Q4 SCALE: %4" = F-0"
<br />.
<br />J .04
<br />J �•/
<br />J .
<br />. L
<br />,2
<br />tA
<br />0
<br />ro
<br />u
<br />a
<br />ro
<br />C
<br />ro
<br />a
<br />IF COLUMN IS CAST BEFORE DOVETAIL ANCHOR SLOT NO. 100 BY
<br />v
<br />C
<br />MASONRY WALL IS RUN UP, HECKMAN (OR ENGINEER APPROVED
<br />USE DOVETAIL ANCHORS. SUBSTITUTION).
<br />v
<br />GROUT FILLED CELL
<br />'!}
<br />IF MASONRY IS CAST BEFORE
<br />v
<br />COLUMN, EXTEND JOINT
<br />REINFORCING 8" INTO COLUMN. 1" W. X 16 GA. GALVANIZED DOVETAIL
<br />ANCHOR AT 16" O.C. (OR ENGINEER
<br />APPROVED SUBSTITUTION)
<br />i..
<br />v
<br />C
<br />7%"±
<br />W
<br />1%" CLEAR COVER 9 GA. GALVANIZED JOINT
<br />C
<br />REINFORCING AT 16" O.C.
<br />'LX
<br />�A
<br />C .
<br />4.
<br />0
<br />9 Column/CMU Anchorage Detail
<br />Q)
<br />.0
<br />SCALE: %4" = 1'-0"
<br />S 3 . Q4
<br />4-1
<br />J
<br />}
<br />m
<br />FORUME
<br />W
<br />ARCHITECTURE &
<br />N
<br />Z INTERIOR DESIGN, INC.
<br />PL WWr. I ARCtit'tEC WW_ I W rMM DE SM
<br />0
<br />w
<br />0
<br />0
<br />F 237 S. Westmonte Drive, Suite 220
<br />z Altamonte Springs, FL 32714
<br />407.830.1400
<br />www.forumarchitecture.com
<br />Zephyr
<br />Commons
<br />City of Zephyrhills, FL
<br />ot
<br />c
<br />j 2965 WEST STATE ROAD 434, SUITE 100 • LONGWOOD, FL 32779
<br />TEL 407/682-2086 111 FAX 407/682-2386
<br />WWW.SCD-ENG.COM
<br />0�
<br />(N 'a
<br />elf:` J
<br />s �i ti•a
<br />TPAll"I a�IIF lad,
<br />e.)
<br />Robert C. Scroggins, P.E.
<br />FL Registration No. 56158
<br />This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date
<br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not
<br />s considered signed and sealed and the signature must be verified on any electronic copies.
<br />SET DISTRIBUTIONS:
<br />12/16/2021 OWNER REVIEW SET
<br />02/17/2022 PERMIT SET
<br />W
<br />0
<br />ILL
<br />}
<br />z
<br />Z
<br />O
<br />0
<br />w
<br />w
<br />a
<br />zz
<br />4
<br />U
<br />z
<br />z
<br />0
<br />6
<br />w
<br />0
<br />EDITED BY:
<br />SC&D PROJECT NO.
<br />FORUM PROJECT NO.
<br />z
<br />cD
<br />RCS, TLW
<br />21-020
<br />4097
<br />z5tructurai sections &
<br />a
<br />Details
<br />iA
<br />1—
<br />z
<br />00
<br />w
<br />W
<br />1—
<br />U
<br />S3.04
<br />O
<br />tL
<br />
|