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FOOTING SCHEDULE FOOTING FOOTING SIZE FOOTING REINFORCEMENT NOTES MARK T W X L BOTTOM TOP FT2.0 2'-4" 2'-0" CONT. 2- #6 CONT. 2- #6 CONT. FT4 2'-4" 4'-0" X 4'-0" 6-#6 EA. WAY 5-#6 EA. WAY FT6 2'-4" 6'-0" X 6'-0" 9-#6 EA. WAY 7-#6 EA. WAY FT64 2'-8" 6'-0" X 4'-0" 10-#6 x3'-6" 7-#6 x5'-6" 10-#6 x3'-6" 7-#6 x5'-6" FT8 2'-8" 8'-0" X 8'-0" 13-#6 EA. WAY 13-#6 EA. WAY FT86 2'-8" 8'-0" X 13-#6 x5'-6" 10-#6 x7'-6" 13-#6 x5'-6" 10-#6 x7'-6" 6 5 4 3 2 1 AND BEAM END WALL S3A LIE D LINE D� 2 2A 4--L/- r7 r2A a S3 S3A S3 A00 D ' �= �- D $ 60° I 60° 1 60° 60° 00 4 FOUNDATION NOTES: S3 I I o0 -/ �, _ STEP r S3 1. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. FTG `t 8" CMU SILL 3 �,r 2. SJ DESIGNATES SHRINKAGE CONTROL JOINT OR N WALL TO N CONSTRUCTION JOINT. 10'-0" AFF Si S3A RE DETAIL 1/S3 3. CONTRACTOR TO COORDINATE ALL CONDUIT AND PLUMBING rn 5 STUB -UP LOCATIONS WITH ELECTRICAL AND PLUMBING PLANS. 00 N s\3� �- - 4. FTx INDICATES FOOTING MARK- RE: FOOTING SCHEDULE. iti ( ( FT64 I 5. SIDEWALKS ARE NOT SHOWN ON STRUCTURAL PLANS OR i I I I C t I � y C RE: ARCH AND OR CIVIL DRAWINGS FOR TYPICAL SIDEWALK 1 1 I m S3A I � �� m INFO. t, —I 1 1, J w _:_ LL w `�' SJ 6. T/FTG INDICATES TOP OF FOOTING ELEVATION Qf 1 I 3 a 7. TOP OF BEAM DESIGNATED (XX'-X") ABOVE FINISHED FLOOR 00 8. RE: SHT S1 FOR GENERAL NOTES FF ELEV 0'-0" LINE(j) 3 cn cn cn cn cn cn cn cn cn U) N ? S3A N .1-0 KEY NOTES: 1 4 �1 4" CONCRETE SLAB WITH 6x6-W2.9xW2.9 WWF ABOVE VAPOR RETRADER mIL 1 1'-6" x V-0" x 9 1/2" S3 TYP m OVER 6" AGGREGATE BASEOR COMPACTED GRANULAR FILL OVER STEP DEEP COL POCKET T/FTG 0'-0" S3A Q PREPARED SUBGRADE. RE: 1/S3 FTG TYP @ INT TYP @ INT Si wSIM S3 > �� FT64 FT64 2 RE: ARCH FOR DOOR OPENING LOCATION. (:B z r o -�-L�Ll -{— g :N S3 �� _ - — j L 1 0� S2 I__ — L N FT8 FT8 FT8 FT8 6 o �SZ FIRE FT2.0 r I I Si T/FTG 0'-0" i \ I 11 - �; TYP UON S3 N 1 N 1 # 8 HAIRPIN TYP -'_'-' - -'-'-' ...... i •---- ---@ EACH PEMB o �� r �� COLUMN o V 1 S2 � 1 6° I I 6° ° I ° 1 FT86 FT86 �o � i i I��- 60 � 6o i PRE-ENGINEERED METAL BUILDING PEMB 1 FT6 I I FT6 1 I -- 1 I' FT4 I I T 1 1- 1 2 [FT4 A. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN IT/FTG I AND FURNISH ALL FRAMING UNLESS SPECIFICALY STATED ON THE A I j _1.4 I I T — — I n STRUCTURAL DRAWINGS OTHERWISE. � - /"1 B. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN & (` - - - -'-I _ -'- 8" CMU SILL �._,_,_ _ � �, -dam �' -'-' SUPPLY ENGINEERING FOR ROOF OPENINGS, ROOF TOP UNITS, AND � I _ S4 WALL TO 9 ANY HUNG LOADS WITH OTHER TRADES. �..-�_�_�_ �_,_ _�_�_ _/ - - _ - - �� 5 3 10'-0" AFF 5 $ S3 4 - S2 S4 THE SCOPE OF THE PRE -MANUFACTURED METAL BUILDING STRUCTURE 2 4' 0" 4' 8" SHALL INCLUDE THE DESIGN, ENGINEERING, FABRICATION, DELIVERY, S3 S3 / 9 / 11 OOAND ERECTION OF THE COMPLETE STRUCTURAL STEEL FRAMING AND �/ _p" -� 2 Sq S3 LINE4A 4 EXTERIOR SKIN PACKAGE. THE METAL BUILDING MANUFACTURER SHALL CL S3 4 BE CERTIFIED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) COL S3 METAL BUILDING CERTIFICATION PROGRAM POST AND BEAM 12'-10%" ALONG END WALL 2 8'-8" 2 8'-0" 2 8'-0" 2 8'-0" 2 8'-0" ROOF BRACING THIS BAY BY PEMB VERT WALL BRACING THIS BAY BY PEMB 140'-8" A 00 6 5 4 3 2A 1 j� EDGE OF 8 CMU -/ SLAB 1'-4" 8" CMU SILL WALL FOUNDATION PLAN NORTH 5 END UVALL DETAIL B � Scale: 1/8" = 1'-0" Scale: NTS CONT C8x11.5 FOUNDATION 6 (10'-10") DESIGN LOAD ALONG © FOUNDATION FROM 4A TO © P GRAVITY = +7K 1'-0" 3'-0" DESIGN LOAD P HEAVY HEX P UPLIFT = -6K PGRAVITY = 37K NUT W/ 1'-0" COL BY COL, BASE PL AND 2 �1� OVERSIZED H LATERAL = t2K PEMB PUPLIFT = -29K ANCHOR BOLTS S4 NgSHEAVY PLATE - - - MANUF BY PEBM ti WASHER z I - - - BASE �NPOCKET S'S O CONCRETE I ! I MONOLITHIC FOOTING PIER BELOW = AND SLAB ON GRADE SOFFIT FRAMING `�+ "%„ 1 1/2 NOW w I I co ! i (BY PEMB) s+u'�dn ��0�' SHRINK GROUT P z 0 I � I c� 9 1/2" DEEP1 1/2' ( I -T/ CONC AT N I COL POCKET I GROUT NON -SHRINK S�XAX 6 F1554 POCKET RE: S3 FIN FL GR36 ROD «s S4 RE: SCHED O Q ¢ O Q 8" CMU COLUMN COVER REINF I � ELEV 0'-0" _ U_ -p o u_ W/ #5 EA CORNER AND MASONRY � o �o JOINT REINF @ 16" OC • • • • - L/ HEAVY r i M r I— '4 NUT W/ W/ PROVIDE CMU BOND BEAM REINF 2�-8 8" CMU W/ (2) #4 CONT ON ALL FOUR SIDES I- - - - - - - - -� N 1 SILL WALL OVERSIZED AT TOP OF COL COVER AT EL 10'-8" CONT C8x11.5 WASHER � 1 S4 (10'-10") TACK WELD OO O TO ROD FOR ANCHOR ROD SIZE, �� • • • • 1 ALOMG () 5 QUANTITY, AND LOCATIONS VERT T/8P ER @ EL 0'-0"/ (8) #5 RE: PEMB DRAWINGS AND #4@6" TIES EL -0'-1 1/2" 6 3" COVER RE: PLAN RE: PLAN RE: FTG SCHEDULE FOR TYP REINF T&B ENTRANCE FRAMING PLAN 3 TYP ANCHOR ROD DETAIL 4 EXTERIOR FTG AND COLUMN 6 INTERIOR FTG AT PEMB COLUMN 2 _ Scale: 1" = V-0" Scale, 1/2 - 1-0 Scale: 1/2" = V-0" Scale: 1/8 - 1-0 A 28'-8° 28'-0° 28'-0° zs'-o" 28'-0° ROOF BRACING THIS BAY BY PEMB VERT WALL BRACING THIS BAY BY PEMB POST ALONG 140'-8" T/ FTG=-2'-9" IBC MASONRY SPLICE TP�� REINFORCING SIZE 8" MASONRY 1 BAR CENTERED 8" MASONRY 2 BARS IN CELL OR OFFSET BARS #4 15" 26" (2" CLR) #5 23" 40" (2" CLR) #6 43" 74" (2" CLR) CONSULTANT: SEAL: GARY MAEDA, PE 68724 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 11/29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG D. GRIFFIN Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 G MAEDA Client PALMETTO ZEPHYRHILLS -GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title FOUNDATION PLAN AND SCHEDULES DO NOT SCALE DRAWING Project No. Drawing No. .ICDT.20.0451 S2