HomeMy WebLinkAboutApproved STRUCTURAL PREPARED FOR:
Al ROOF TRUSSES
4451 ST LUCIE BLVD
ABBREVIATIONS GENERAL NOTES DESIGN PARAMETERS & ASSUMPTIONS FT PIERCE, FL 34946
CODE EDITION:
AB ANCHOR BOLT LAV LAVATORY l. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED x❑ FLORIDA BUILDING CODE
ABV ABOVE LG. LONG DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE x❑ ASCE 7 (EXPOSURE CONDITION) C
AFF ABOVE FINISHED FLOOR LIN. LINEN COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS
AR ARC FAULT INTERRUPT LGT LIGHT OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, BUILDING DESIGNED AS:
ALUM ALUMINUM L.T. LAUNDRY TUB LLC. BACKCHARGES WILL NOT BE ACCEPTED. ❑ PARTIALLY ENCLOSED ❑ ENCLOSED x❑ OPEN ❑ TESTED (WIND TUNNEL)
AHU AIR HANDLER UNIT MAX. MAXIMUM 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES BUILDING HEIGHT:
B.F. BI FOLD M.C. MEDICINE CABINET PRIOR TO COMMENCING CONSTRUCTION. x❑ <- 60FT. (ASCE 7)
B.P. BI PASS MECH MECHANICAL El > 60FT. (MUST USE ASCE 7)
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING ALLOWABLE BEARING PRESSURE: 2500 PSF PER GFA REPORT 20-8137.01
BLK. BLOCK M.R.H. MEAN ROOF HEIGHT CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS.
BRKFST BREAKFAST MTL METAL MEAN ROOF HEIGHT: 18'-0" .
BLK'G BLOCKING MFR. MANUFACTURER 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, (FOR LOW RISE BUILDING WITH SLOPED ROOFS)
BM BEAM MICRO. MICROWAVE ROOF, AND WALL OPENINGS AND PENETRATIONS. RISK FACTOR: II
BRG. BEARING MIN. MINIMUM 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, (DETERMINED BY BUILDING USE/OCCUPANCY,
BOT. BOTTOM MIR MIRROR ROOF, AND WALL OPENINGS AND PENETRATIONS. REFR TO ASCE 7 TABLE 1.5-1) PREPARED BY:
CAB CABINET M.O. MASONRY OPENING
CER CERAMIC MONO. MONOLITHIC
6. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, BASIC WIND VELOCITY PRESSURES:
CJ CONTROL JOINT DETERMINE ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, APPROPRIATE POSITIVE/ NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO
MTL. METAL ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND
CL CENTER LINE OBSC OBSCURE CLADDING, AS APPLICABLE:
CLG. CEILING O.H.D. OVER HEAD DOOR 7. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND WIND SPEED 160 (3-SEC. GUST)
CLO CLOSET OC ON CENTER SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT ENGINEERING
CLR CLEAR OPP OPPOSITE WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN.
CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT 8. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL
COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT MEMBERS DURING CONSTRUCTION. PRE FABRICATED BUILDING NOTES
CONC. CONCRETE WHOLE HOUSE ENGINEERING
P.S.I. POUNDS PER SQUARE INCH P.T. PRESSURE TREATED DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND 9. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP 4451 ST.LUCIE BLVD,SUITE 201
CONN CONNECTION THE CONTENTS OF THESE DRAWINGS ARE FOR THE FOUNDATION OF A PRE FABRICATED BUILDING SUPPLIED BY KIRBY BUILDING SYSTEMS WITH KIRBY PROJECT NUMBER K2080080A.THE
CSMT. CASEMENT PRE FABRICATED BUILDING MANUFACTURER IS RESPONSIBLE FOR THE GRAVITY AND LATERAL DESIGN OF THE BUILDING. FORT PIERCE,FL 34946
P.T. PARTITION APPROVAL.
CONTACT: 772.409.1003
CTR CENTER PH PHONE THE FOUNDATION DRAWINGS PRODUCED IN THIS DRAWING SET IS BASED ON THE REACTIONS PROVIDED BY KIRBY BUILDING SYSTEMS DATED 01/30/2020 SIGNED BY ROGER.L.HILL WITH ENGINEERING@WHENGINEERING.NET
DBL. DOUBLE PKT. POCKET 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. FLORIDA LICENSE NUMBER 79464.THE REACTIONS PROVIDED BY KIRBY BUILDING SYSTEMS ARE USED FOR DESIGN OF THE FOUNDATION AND ARE LISTED BELOW.
DF DRINKING FOUNTAIN PL PROPERTY LINE
DIA. DIAMETER 1 l. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY WHOLE HOUSE IT IS THE RESPONSIBILITY OF THE PRE FABRICATED BUILDING MANUFACTURER TO ATTEST TO THE ADEQUACY OF LOADING ON THE BUILDING PER APPLICABLE BUILDING CODES AND THE DRAWING NOTICE:
PLYWD. PLYWOOD ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THEE EXPRESS WRITTEN PROVIDED REACTIONS AT THE FOUNDATION ARE ACCURATE AND COMPLIANT TO ALL APPLICABLE CODES.
DISP. DISPOSAL PNL PANEL CONSENT OF WHOLE HOUSE ENGINEERING, LLC. THESE DRAWINGS AND DOCUMENTS ARE
DP DESIGN PRESSURE CONFIDENTIAL AND ARE THE SOLE
DR. DOOR R RADIUS 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND PROPERTY OF WHOLE HOUSE ENGINEERING,
REF REFIGERATOR TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. LLC. AND MAY NOT BE REPRODUCED,
DW DISH WASHER REINF REINFORCE, REINFORCED
EA EACH DISSEMINATED OR REDISTRIBUTED WITHOUT
REQ REQUIRED 13. THESE DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW THE DESIGN INTENT ONLY. THE EXPRESS WRITTEN CONSENT OF
RM ROOM
E.E. EACH END THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE --�- �- -- WHOLE HOUSE ENGINEERING, LLC.
EJ EXPANSION JOINT FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BE F:�080080.� Rigid Frame Reactions : 1/30/20 11 : 48am WARNING: DO NOT SCALE DRAWINGS.
R.O. ROUGH OPENING CONSIDERED INCIDENTAL TO THEIR INSTALLATION. -------------------f ..= M.WM------- PLEASE CONTACT DESIGNER WITH ANY
ELEC. ELECTRICAL S.C. SOLID CORE
ELEV. ELEVATION QUESTIONS REGARDING DIMENSIONS.
SCHED SCHEDULE 14. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE ARCHITECTURAL SYMBOLS CONTAINED
EMER EMERGENCY S.G.D. SLIDING GLASS DOOR FLORIDA BUILDING CODE, 2017 EDITION. Rigid Frame Column Reactions (k r f-k) WITHIN THESE DOCUMENTS ARE FOR
ENCL ENCLOSURE SF SQUARE FOOT (Major Axis) GRAPHIC PURPOSES ONLY. SIZE AND
EQ EQUAL SH SINGLE HUNG 15. ALL CONTRACTOR RFI SHALL STATE CONTRACTOR'S SUGGESTION(S) FOR RESOLUTION AND ---- LOCATION MAY VARY IN ORDER TO MEET
E.S. EACH SIDE COST IMPLICATIONS FOR SUGGESTION(S). FOR IS NOT RESPONSIBLE FOR DETERMINING COST -------------------- ------------ THE MANUFACTURER'S SPECIFICATIONS.
SH SHELF OR COST EFFECTIVENESS OF RFI RESPONSES.
ESP ELECTO STATIC PAINT SHWR SHOWER
EW EACH WAY SPEC SPECIFICATION FOUNDATION PLAN NOTES.
EXT. EXTERIOR SMS SHEET METAL SCREWS Frame Col --------Dead------- Collatera.l-==== --------Live-___ ENGINEER'S SIGNATURE &SEAL:
EXT'G EXISTING Line Line Horz Vert Moment Harz Vert Moment Harz Vert Moment
EXP EXPANSION SQ SQUARE 1 . SLAB ON GRADE SHALL BE5"THICK 3000 PSI CONCRETE SLAB WITH 6"xC/W1.4XWIA ----- ----__ _____ _____ _______ _____ _____ _ec__es - :Q�a- :-„�� RAMA PRANAV KRISTA
IV
F.B.C. FLORIDA BUILDING CODE SS STAINLESS STEEL WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED 3'-0"ON
FDN FOUNDATION ST. STIRRUPS CENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95%COMPACTED TERMITE TREATED FILL. 1* A 0 . 0 3 ,2 0 = 0 0 = 0 3 _ 6 010 0 . 0 8 , 6 0 . 0 FL PE #88906
FIN. FL. FINISH FLOOR STD STANDARD DESIGN SOIL BEARING CAPACITY IS 2000 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED
TO MEET 2000 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER.
FLUOR FLUORESCENT STL. STEEL Frame Col --__�I�' r1 1_L :f 1_____ __._._ pad_ i '�1-._-- ----.WincLLe ft -_.___ \\011111iiiiii�����
�p
FO FLOOR OUTLET sw SWITCH 2. ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER Line Ling Harz Vert Moment Herz VertMoment�ent Horz Vert MomentMomentNA V�.� Q ,,.....,,�ip�
F.R. FIRE RATED SYM SYMMETRICAL BARS W/A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS). ----- ------ ----- ----- - _____ _____ _______ � �.Q;••��CENSF•;sj '.�
FR. DR. FRENCH DOOR TEMP. TEMPERED ,� ��.'• •'.9�
3. AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5"x 5" l A -0 . 9- -2 5 . 8 -62 . 4 0 0 . 9 -2 5 . 8 62 • 4 0 . 6 "-2 5 . 8 4 5 . _ * ; No. 88906 •:
FRAM'G FRAMING T.B. THROUGH BOLT HOLE BETWEEN WALLS @ 24"O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS.
FT FOOT OR FEET T.BM TIE BEAM
Frame Col --
FURR FURRING THK THICK 4. PLUMBING SLEEVE MINIMUM SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE
Wind Right2-� Wind_Longl----- Wind_Long2----- STATE OF
G.T. GIRDER TRUSS T & G TONGUE & GROOVE LARGER SLEEVE, OR 6"CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. SLEEVES OR Lisle Line Horn Vert Moment Horn Vest. Moment Horn Vest Moment �''����'•F4 0 R10
GA. GAUGE TOB TOP OF BEAM GROUPS OF SLEEVES 16 INCH IN DIAMETER AND LARGER SHALL BE TREATED AS A SLAB ----- ------ ----- ----- ------- ----- ----- -------- ----- ----- ------- FSS�ONAL �G
GALV. GALVANIZED T.O.B.B. TOP OF BOND BEAM OPENING AND REINFORCED PER TYPICAL OPENING REINFORCING DETAILS. 1* A -0 „ 6 -2 5 „ 8 -4 5 . 5 0 . 0 -3 6 . 3 0 . 0 0 . 0 15 .. 3 0 . 0 '////'��IIiiiiII111 0\\
GFI GROUND FAULT INTERRUPT T.O.PL. TOP OF WOOD PLATE
GL. GLASS T.O.T.B. TOP OF TIE BEAM CONCRETE NOTES Frame Col -- -Seis_Left----- ----Seis�Right----- ----FlPAT-LL-1 ----
GND. GROUND TPH TOILET PAPER HOLDER
GYP GYPSUM
TYP. TYPICAL 1. ALL CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A Line Line Horz Vert Moment Harz Vert Moment Horz Vert Moment
GYP. BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE STRENGTH AT28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: - -- ------ ----- ----- ------- ----- ----- ------- -----
------- REVISION DATE BY REV
HB HOSE BIBB UL UNDERWRITERS LABORATORIES 1* A -0 1 0 „ 0 1 . 3 0 . 1 0 . 0 -1 .� 3 0 0 4 , 3 -31 , �
1.1. 3,000 PSI FOR FOUNDATIONS AND SLABS ON GRADE. PERMIT 07/31/2020 RK --
HC HOLLOW CORE VERT VERTICAL 1.2. 4,000 PSI FOR OTHER STRUCTURAL CONCRETE. _
HGT. HEIGHT V.I.F. VERIFY IN FIELD Frame col ----F'1 i�,�T-T,i�-� ---- �- - - -
2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND Line �1ne Horz Vert ���
HORZ. HORIZONTAL W.A. WEDGE ANCHORS SPECIFICATIONS.AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4"MAXIMUM SIZE.
HM HOLLOW METAL W/ WITH CONCRETE SLUMP IS TO BE 5"MINIMUM TO 6"MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & --___ ______
HPS. HOOPS
WC WATER CLOSET FOUNDATIONS. 1* A 0 . 0 4 . 3 31 . 6
HR HOUR WD. WOOD 3. MINIMUM CONCRETE COVER FOR REINFORCING BARS: -------------------- ---------------
STRUCTURAL PART MINIMUM COVER
HVAC HEATING VENTILATION AIR COND. WH WATERHEATER
WM WASHING MACHINE FOOTINGS (CAST AGAINST SOIL) �,* Frame Lines : 1 2 3 4 5 �a
HVHZ HIGH VELOCITY HURRICANE ZONE STRUCTURAL PART MINIMUM COVER
ID INSIDE DIMENSION W/O WITHOUT FOOTINGS (CAST AGAINST SOIL) 3" . 14-1
WP WATERPROOF SLABS (CAST AGAINST SOIL W/VAPOR BARRIER) 1-1/2" v
INSUL INSULATION SLABS (ABOVE GRADE LEVEL) 3/4".
INT. INTERIOR WPH WALL PHONE BEAMS AND COLUMNS 1-1/2"
LAM. LAMINATE WSCT WAINSCOT _
WT WEIGHT 4. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED,SHALL BE NEW BILLET STEEL MEETING rigid Frame Colvmn ReaCtions (k , f-k)
A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED IN �Minor Axis)
FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE"MANUAL
OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 318)". ------------------------------------- PROJECT NUMBER, NAME &ADDRESS:
5. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL Column
REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS.TWO-WAY MATS OF a "___ Hx
STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL Frame Got ----wind Longl---- BUILDING 4
STRUCTURAL DESIGN STATEMENT CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5-0" (30" EACH WAY)
UNLESS OTHERWISE NOTED. Line Line Hy (k) Hx (k) V (k) My (f-k) Mx (f-k.)
----- ------ ------ ------ ------ -------- -------- 4451 ST LUCIE BLVD
1. I CERTIFY THAT,TO THE BEST OF MY KNOWLEDGE AND BELIEF,THESE PLANS AND * 3 0 0 0 6. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM 1 0 0 See H
SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STEEL 30" INTO POURED BEAMS ,
. �, "'� ti . FT PIERCE, FL 34946
STRUCTURAL PORTIONS OF THE BUILDING CODES. l* A +,f-4 . 2 Pg 5 -3 6 . 6 +/-7�' , 5 �'� 5 �[;� My
2. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS SYSTEMS & RELATED 7. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO I"SMALLER OR 2" LARGER '�{ �`�.
ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES WITHOUT ANY CHANGE OF REQUIRED STEEL. `
SPECIFIED BY THE CODES LISTED IN THESE NOTES. 8. BEAMS WITH THE PREFIX"TB#"SHALL BE OF CONCRETE, POURED AFTER THE BLOCK WALLS
BELOW ARE IN PLACE. REINFORCING SHALL BE CONTINUOUS THROUGH TIE BEAMS WITH
MINIMUM LAP SPLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. USE METAL LATH,
MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE TO REQUIRED AREAS, IN ACCORDANCE DRAWN BY:
WITH ACI 530.1 (SOLID METAL OR FELT CAVITY CAPS ARE PROHIBITED). RK
9. NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO THIRDS
OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION, AND REMOVAL OF ALL FORMWORK,
SHORES, AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347
AND 301. SHEET TITLE:
10. EMBEDDED CONDUITS WITHIN SLABS, BEAMS, OR WALLS, SHALL OCCUPY ONLY THE MIDDLE STRUCTURAL NOTES
ONE THIRD OF THE MEMBER DEPTH OR THICKNESS. MAXIMUM CONDUIT O.D. FOR SINGLE
CONDUITS OR SUM OF O.D.'S FOR MULTIPLE CONDUITS THAT CROSS SHALL BE NO LARGER
THAN ONE THIRD THE MEMBER DEPTH. PARALLEL CONDUITS SHALL BE SPACED WITH A
MINIMUM OF 3 DIAMETERS CLEAR. CONDUITS SHALL BE A MINIMUM OF 1 DIAMETER AWAY SHEET NO.:
FROM AND SHALL NOT INTERFERE WITH OR DISPLACE ANY TENDONS OR REINFORCING.
CONDUIT SHALL NOT BE TIED TO REINFORCING OR TENDONS. CONDUITS SHALL NOT OCCUR
WITHIN COLUMN ZONES OF SLABS AND/OR TRANSFER GIRDERS. CONDUIT PLACEMENT SHALL _
NOT IMPAIR THE STRENGTH OF THE CONSTRUCTION AS JUDGED BY THE ENGINEER. S 00
PREPARED FOR:
Al ROOF TRUSSES
1 2
(3) 4 5 4451 ST LUCIE BLVD
O
FT PIERCE, FL 34946
120'-0" ol
F2 F2 F2
5"CONC. SLAB 3000 PSI W/ 6X6 #10 W.W.M. OR
FIBERMESH REINFORCING ON 6-MIL. VIS-QUEEN
MOISTURE BARRIER ON CLEAN TERMITE TREATED SOIL, PREPARED BY:
COMPACTED TO 95%MODIFIED PROCTOR.
T SHED COLUMN PER MFTR. BASE PLATE PER 2/S2.0 0
ENGINEERING
WHOLE HOUSE ENGINEERING
F l F l F l F l F l F 4451 ST.LUCIE BLVD,SUITE 201
. . . . . . . . . . . .
FORT PIERCE,FL 34946
CONTACT: 772.409.1003
O - ENGINEERING@WHENGINEERING.NET
. . . . . . . . . . . .
DRAWING NOTICE:
THESE DRAWINGS AND DOCUMENTS ARE
CONFIDENTIAL AND ARE THE SOLE
o PROPERTY OF WHOLE HOUSE ENGINEERING,
LLC. AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUT
THE EXPRESS WRITTEN CONSENT OF
WHOLE HOUSE ENGINEERING, LLC.
WARNING: DO NOT SCALE DRAWINGS.
PLEASE CONTACT DESIGNER WITH ANY
QUESTIONS REGARDING DIMENSIONS.
ARCHITECTURAL SYMBOLS CONTAINED
WITHIN THESE DOCUMENTS ARE FOR
GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY IN ORDER TO MEET
THE MANUFACTURER'S SPECIFICATIONS.
ENGINEER'S SIGNATURE &SEAL:
lk F2 F2 F2sk RAMA PRANAV KRISTAIV
FL P E# 88906
l'-4" 22'-8" 24'-0" 24'-0" 24'-0" 22'-8" 1'-4" *:• No. 88906
-p•: STATE OF
FOOTING SCHEDULE ,�'�F•:�40RIOP:C���'�,`
(___I BUILDING 4 OVERALL PLAN NAL� \;.\"
�-o SCALE: (24X36) 1 /4" = 1 '-0" MARK SIZE DEPTH REINFORCING REMARKS II��III
F� 13FT WIDTH BY 16" PER DETAIL 3/S2.0
13FT LENGTH
REVISION DATE BY REV
PERMIT 07/31/2020 RK --
T SHED COLUMN PER MFTR.
LOCATE AT CENTER OF FOOTING
BASE PLATE PER 2/S2.0
- O
PROJECT NUMBER, NAME &ADDRESS:
e I PROVIDE FOOTING TOP REINFORCEMENT AS
#5 AT 8"O.0 EACH WAY
3 V-8" 5"CONC., REINF. W/ 6"x6"Wl.4xWl.4 WWF ON 6-MIL
S-2.O POLY ETHYLENE VAPOR BARRIER ON WELL-COMPACTED BUILDING 4
0' CLEAN TERMITE TREATED FILL
PROVIDE FOOTING BOTTOM REINFORCEMENT FOUNDATION.SEE PLAN 4451 ST LUCIE BLVD
1" THICK BASE PLATE TYP. 3�� AS #5 AT 8"O.0 EACH WAY FT PIERCE, F L 34946
ATTACH TO FOUNDATION WITH (6)-1" DIA. HILTI
HEAVY HEX HEAD CAST IN PLA E ANCHORS 110 a
°
a ° a
WITH 12" EMBED. MIN. - r - a- a-- ---a
a �
M —z
:° °• • . •°
•° q, �• ° • CONTINUOUS BOTTOM REINFORCEMENT. SEE
T ° — — — •—°`'a SCHEDULE FOR SIZE AND QUANTITY.
DRAWN BY:
RK
F 1 FO U N DATI O N - FOOTING
SHEET TITLE:
2 PART PLAN AT BUILDING 4 3 FOOTING DETAIL AT BUILDING 4 (-4--� I`2-8" SLAB TURNDOWN FOUNDATION PLAN
S-2.0 SCALE: 3/8" = 1 1-0 if S-2.0 SCALE: 3/8" = 1 '-0"
S-2.0 SCALE: 1 " — 1 1
-0" SHEET NO.:
S = 290