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N <br />N <br />0 <br />u, <br />N <br />0 <br />L� <br />r <br />to <br />ro <br />N <br />ro <br />NOTES: COORDINATE EDGE OF SIDEWALK <br />I� <br />0 <br />DETAILS w/ SITE/CIVIL DWGS., TYP. <br />Iln'.11 <br />(Y <br />WALL & FTG. <br />WALL & FTG. <br />^C <br />+1 <br />INT. WALL SHEATHING <br />EXT. WALL SHEATHING H. DWGS., <br />PER PLAN. TYP. <br />WOOD STUD WALL PER <br />EXT. WALL SHEATHING PER <br />WALL SHEATHING PER�__y <br />C <br />WOOD STUD WALL PER <br />WALL SHEATHING PER- <br />PLAN & SCHEDULE, TYP. <br />SCHEDULE, TYP. PLAN &SCHEDULE, TYP. <br />3 <br />NOTES: BUILDING SLAB TO EXTEND x° PLAN &SCHEDULE, TYP. <br />PLAN, TYP. <br />WOOD STUD WALL PER CONT. 2x P.T. WOOD BOTTOM <br />V <br />BEYOND EXTERIOR STUD LINE TO ALLOW <br />CONT. 2x P.T. WOOD BOTTOM <br />EXTERIOR WALL SHEATHING TO BE FLUSH <br />PLAN & SCHEDULE, TYP. PLATE & CONNECTION PER <br />C <br />ro <br />PLATE &CONNECTION PER <br />w/ EDGE OF SLAB PLAN &SCHEDULE, TYP. <br />CONCRETE SLAB & REINF, <br />CONT. 2x P.T. WOOD BOTTOM <br />PLATE & CONNECTION PER <br />CONCRETE SLAB & REINF. <br />PLAN &SCHEDULE, TYP. <br />�• <br />FINISHED GRADE] CONCRETE SLAB & REINF. <br />PER PLAN, TYP. <br />PLAN & SCHEDULE, TYP. <br />PER PLAN, TYP. <br />CONCRETE <br />�j, u 4 ALIGN SLAB STEP w/ EXT. <br />SLAB & REINF. Q-• <br />�' LAYER OF SHEATHING PER <br />0 <br />U <br />PER PLAN, TYP. <br />I. <br />FIN. GRAD!�� <br />PER PLAN, <br />TYP. Q <br />> �t ARCHz---T <br />DWGS., TYP. <br />ro <br />--T.rl ,rT. <br />° <br />°° „ _ <br />_ - I' <br />_ I_III—III <br />_ _ <br />a� _ —`__ <br />I I I -_I I I=1 I ., I I I_I I I_ -III III III <br />' 1 <br />_° _ <br />III 11I III III. 1� <br />I I i.__-111= — <br />1 Z <br />I <br />1 ..III _:L I_I=1 I I-�, _ <br />�_ -14-1 <br />- <br />° <br />_ -_ - -- <br />-III; ;III ---III I I I= _ = z <br />A <br />a -1 =1 _I =1 =1 III <br />II <br />v ITT III I' VAPOR BARRIER <br />L - <br />— <br />-_III <br />IT-1 <br />_ <br />o 1 1 III' II _ `—III <br />0 I„ I T VAPOR BARRIER <br />v <br />_, --._III_ <br />M <br />3' C R <br />REINF. STL. PER PLAN <br />3 C R VAPOR BARRIER <br />WIDTH REINF. STL, PER PLAN <br />w _ <br />� ^ <br />I --I J--1 I. 11 L—, <br />m _ <br />3' C R <br />� <br />ro <br />WIDTH <br />VAPOR BARRIER <br />m 3" C R. 3" C R. REINF. STL. PER PLAN <br />& SCHEDULE, TYP. <br />&SCHEDULE, TYP. <br />ro <br />& SCHEDULE, TYP. <br />WIDTH REINF. STL. PER PLAN <br />V <br />WIDTH <br />& SCHEDULE, TYP. <br />0 <br />v <br />Typical Exterior Footing <br />2 Typical Thickened Edge <br />3 Typical Interior <br />Single Wall Footing <br />q. Typical Slab Depression <br />v <br />SCALE: Y4n _ 1'-0" <br />S <br />SCALE: 3/4" - 1-0° <br />SCALE: %4" = 1'-0" <br />o SCALE: Y4" = 1'-0" <br />.13 <br />J • <br />.13 <br />Ill <br />v <br />ro <br />}IA <br />4 <br />NOTES: COORDINATE EDGE OF SIDEWALK <br />0 <br />U U <br />DETAILS w/ SITE/CIVIL DWGS., TYP. <br />PER <br />ARCH <br />FTG. <br />HANDRAIL & CONNECTIONS <br />WALL SHEATHING PER <br />SCHEDULE, TYP. <br />1'-6" LAP 3" 2'-0" SQUARE 3" 1'-6" LAP <br />CC <br />C <br />WOOD STUD WALL PER <br />PER ARCH. DWGS., TYP. <br />I I III I I EERED <br />PLAN &SCHEDULE, TYP. <br />WALL SHEATHING PER <br />�L —I I 1 1 I . TEEL STAPRE-ENGIIIR STRINGER <br />/ <br />WALL SHEATHING PER <br />WOOD STUD WALL PER <br />PLAN & SCHEDULE, TYP. <br />FOOTING <br />PLAN, TYP' <br />/-3"x3"x4" LG. 4" LONG w/Y2"0 "LDT" I I J <br />SCHEDULE, TYP. <br />BEYOND <br />CONT. 2x P.T. WOOD BOTTOM <br />(LARGE DIAMETER TAPCON) I I U '' PLOYMER KOROLATH SHIM <br />v <br />PLATE &CONNECTION PER PLAN <br />ANCHORS, TYP. I PER ARCH. DWGS., TYP. <br />----------- <br />& SCHEDULE, TYP. CONCRETE SLAB & REINF. <br />CONCRETE SLAB & REINF. <br />_ <br />° <br />(10 <br />PER PLAN, TYP. <br />PER PLAN, TYP. <br />VENEER LEDGE PER <br />CONCRETE SLAB &REINF. <br />- <br />,Q � <br />" <br />U <br />U <br />r <br />NARCH. <br />DWGS., TYP. <br />PER PLAN, TYP. <br />4 P <br />o <br />") <br />------------------------,- <br />I z <br />-- <br />., n '' = z <br />° 1 - <br />= - FINISHED <br />,� .,\ <br />_— — — n <br />I' <br />- <br />_ _ <br />W <br />_ — — <br />= I I _ L- —: 1 1 11=111 11 ,� ,,, <br />�a GRADE <br />- <br />�u�yll!ilt <br />_ <br />lI 1-1 1= #4 @ 12° O.C.III C LI 1=1 <br />;III- -1 ' ' ,', -;LL L_= I' <br />EA. WAY, TYP. <br />0 <br />r1 - 0 N <br />9 G1 .. ... ... — <br />a <br />=1 =III _.I I_ ` - III—III=III- <br />, <br />l1 1= <br />M 3' C R "� VAPOR BARRIER <br />°-1 I r ..., <br />M 3' C R VAPOR BARRIER <br />t„ -III=III=III <br />= <br />v o <br />SCHEDULED REINF. <br />° <br />°, PER PLAN (PROVIDE <br />#5 @ 12 O.C.E.W. <br />�' �' <br />WATERPROOF <br />a � FOUNDATION PER <br />� � <br />}'' <br />2'-0" REINF. STL. PER PLAN <br />BOTTOM IF NOT <br />-' <br />`O v -� ,�� �, � ARCH. DWGS., TYP. <br />°C <br />WIDTH REINF, STL. PER PLAN <br />SCHEDULE, TYP. <br />&SCHEDULE, TYP. <br />SCHEDULED), TYP. <br />. <br />1 3.. <br />3' R <br />R& <br />—= <br />IIII I1I1I1— <br />?� <br />SCHED.WIDTH <br />-_ <br />.I <br />I <br />61 <br />E <br />0 <br />U <br />+j <br />U <br />I^ <br />r5"Typical Interior Party all Footing <br />Typical Footing @--Steel Stair <br />7Exterior <br />Spread Footing Pilaster <br />$ Typical Sump Pit Detail <br />o SCALE: Nis = 1'-0" <br />SCALE: Y4" = 11-011 <br />IA <br />� <br />SCALE; %4 = 1'-011 <br />1S1.13 <br />SCALE: j4" _ 1'-0" <br />J . <br />.7 J .03 <br />.7 � .03 <br />f. <br />O <br />IIA <br />- <br />ro <br />U <br />8 CMU, TYP. <br />WOOD STUD WALL PER <br />BEYOND PLAN & SCHEDULE, TYP. <br />6-0" VERIFY w/ ELEVATOR MANUF., TYP. <br />U <br />WALL SHEATHING <br />0, <br />2 #5 CONT. <br />BOTTOM, TYP. <br />811 CMU PER PLAN, TYP. <br />2 #5 CONT. BOTTOM, <br />El <br />TYP. <br />ro <br />d + <br />Y f <br />— <br />tA <br />C <br />x V <br />Q IIIIIIIIIIII <br />4 _ <br />I <br />T <br />.A., <br />_ <br />11.-11' <br />v <br />- I III III <br />„ 1"x4" CONT. KEYWAY <br />1"x4" CONT. KEYWAY —III ;III <br />�' <br />z ' ;III —III <br />z <br />---I _ <br />v Q) <br />^p1 . 811 <br />< <br />811 I "—I <br />aC <br />#4 HORIZ. @ 12" Q.C. I' <br />O v• ° <br />Q <br />A <br />WATERPROOF <br />#5 VERT. w/ STD. HOOK <br />PER <br />0 <br />w WATERSTOP PER BOTTOM @ 12" O.C., TYP. <br />ARCH. DWGS., TYP. <br />O <br />3 ARCH. DWGS., TYP. r <br />"- 1'-0" #5 @ 12" O.C. EACH WAY I_ 1'-0" <br />oc - TOP & BOTTOM, TYP. <br />LU <br />v <br />m V a <br />y ° <br />A l ii , Y <br />d <br />Ill <br />,y, <br />a <br />3„ I_I_I. III 1�1=III Illiill1llllll;�llll�ll�l� <br />�=-III III=III; III <br />I 311 <br />iA <br />I I <br />v <br />L _ _. _ _._. � <br />�,r <br />} <br />SUMP PIT SEE "8/53,03" <br />4- <br />0 <br />g Transverse Section <br />Through Elevator <br />A <br />SCALE: %4" = 1'-0" <br />SEE "9/S3.02" FOR FOOTING SCHEDULE <br />�1.03 <br />+j <br />0 <br />a <br />r <br />m <br />0FORUME <br />W <br />m <br />0 <br />a- ARCHITECTURE & <br />m <br />z INTERIOR DESIGN, INC. <br />P'I A NM I ARaiRf`MRE I KIPEWR DESIGN <br />m <br />W <br />l� <br />0 <br />W 237 S. Westmonte Drive, Suite 220 <br />z Altamonte Springs, FI.32714 <br />t� 407.830.1400 <br />www.forumarchitecture.com <br />W <br />U <br />a <br />E <br />0 <br />IL <br />Zephyr <br />Commons <br />City of Zephyrhills, FL <br />s <br />i j <br />�... <br />{ _ ��� P . <br />I <br />2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 3277 <br />i 9 <br />TEL 407/682-2086 111 FAX 407/682-2386 <br />WWW.SCD-ENG.COM <br />0�u0000u�o�a° <br />C >� ° <br />�r <br />n 17 <br />17 <br />(; )) TAXII'f� ttAF Ilia <br />c.ac� <br />°9�aoo�o�a° <br />Robert C. Scroggins, P.E. <br />FL Registration No. 56158 <br />j 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 />iconsidered 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 />) <br />J <br />Lu <br />d <br />SHEET REVISIONS. - <br />EDITED BY: RCS, TLw <br />SC&D PROJECT NO. 21-020 <br />FORUM PROJECT N0. 4097 <br />r <br />I <br />II <br />W Structural Sections & <br />0 <br />0 Details <br />X <br />W <br />z <br />05 <br />0 <br />F- <br />0 <br />W <br />I- <br />2 <br />U <br />S3,03 <br />a <br />F <br />0 <br />u_ <br />O <br />