HomeMy WebLinkAboutAPPROVED Building 6 STRUCTURALS (2009-0498) 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 1. 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
AFI ARC FAULT INTERRUPT LGT LIGHT OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, BUILDING DESIGNED AS:
LLC. BACKCHARGES WILL NOT BE ACCEPTED. ❑ PARTIALLY ENCLOSED ❑ ENCLOSED ❑x OPEN ❑ TESTED (WIND TUNNEL) Ki..liyeigne°eyRamaPrana"
ALUM ALUMINUM L.T. LAUNDRY TUB rielam
BUILDINGHEIGHT: CN"Ra.k,P,,,,, ,.,t,,eetlng.net'
AHU AIR HANDLER UNIT MAX. MAXIMUM 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES HN...EaP,a°a"LLO,L-F,d
House Engineer ng LLC.L=F°n
PRIOR TO COMMENCING CONSTRUCTION. x❑ <- 60FT. (ASCE 7) Red..h11111vil�°'"'_
B.F. BI FOLD M.C. MEDICINE CABINET
Dale:2020.09.21 08:56:09-04'00'
B.P. BI PASS MECH MECHANICAL El > bOFT. (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: 21'4' .
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
b. 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 9. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND 4451 ST. LUCIE BLVD,SUITE 201
CONN CONNECTION P.T. PRESSURE TREATED DRAWINGS 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
PART'N. 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 08/25/2020 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 11. 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 LLC. AND MAY NOT BE REPRODUCED,
DW DISH WASHER TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS.REINF REINFORCE, REINFORCED ����■�w���w����a����wwo������smma��mre��a�r��,��-��________________________________
EA EACH DISSEMINATED OR REDISTRIBUTED WITHOUT
REQ REQUIRED 13. THESE DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW THE DESIGN INTENT ONLY. K208008:2AR2 Additional ► Racoons Report : 8/ 25/ G 1 • 54pm THE EXPRESS WRITTEN CONSENT OF
E.E. EACH END RM ROOM 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 _===��s�=¢__________________________=���*RR�� s�'a�4=`=i`=`"""_'_`- �_________________= WARNING: DO NOT SCALE DRAWINGS.
R.O. ROUGH OPENING CONSIDERED INCIDENTAL TO THEIR INSTALLATION. 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. WITHIN THESE DOCUMENTS ARE FOR
ENCL ENCLOSURE SF SQUARE FOOT GRAPHIC PURPOSES ONLY. SIZE AND
EQ EQUAL 15. ALL CONTRACTOR RFI SHALL STATE CONTRACTOR'S SUGGESTION(S) FOR RESOLUTION AND LOCATION MAY VARY IN ORDER TO MEET
SH SINGLE HUNG COST IMPLICATIONS FOR SUGGESTION(S). FOR IS NOT RESPONSIBLE FOR DETERMINING COST- �. ' rCll � �.L]1�1t1 �aGt 1�I3 [ THE MANUFACTURER'S SPECIFICATIONS.
E.S. EACH SIDE SH SHELF OR COST EFFECTIVENESS OF RFI RESPONSES.
ESPELECTO STATIC PAINT --a"---"`--'--""""-""'"'"__'
SHWR SHOWER
EW EACH WAY
EXT. EXTERIOR SPEC SPECIFICATION FOUNDATION PLAN NOTES. ENGINEER'S SIGNATURE&SEAL:
SMS SHEET METAL SCREWS Frame I� }1 -Dead Collateral ----Live--- Win Leftl Wind Rk htl
EXT'G EXISTING
EXP EXPANSION SQ SQUARE 1. SLAB ON GRADE SHALL BE 5"THICK 3000 PSI CONCRETE SLAB WITH 6"x6"/W 1.4 X W 1.4 I1 ne Li ate liorz Vert Ho r z Vert Hear z Vert Rio r z Vert H o r z Vert RAMA P RA N AV K R ISTA
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
ST. STIRRUPS CENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95%COMPACTED TERMITE TREATED FILL. �---' ---"! -- `---' -"�- _'- - ----- --___ _____ FL PE #88906
FDN FOUNDATION STD STANDARD DESIGN SOIL BEARING CAPACITY IS 2000 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED
FIN. FL. FINISH FLOOR 6 C 0 . 0 1 . 0 0 . 0 0 . 7 10 . 1 2 . 6 .r 0 T 3 -9 ' 9 . 8 4 '$TL. STEEL TO MEET 2000 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER.
FLUOR FLUORESCENT 6 A -0 F 1 2 . 6 _0 . 1 1 . 7 -0 . 4 4 . 9 1 . 5 -1 7 • 4 7 . 4 -2 2 , 6
FO FLOOR OUTLET SW SWITCH 2. ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER
F.R. FIRE RATED SYM SYMMETRICAL BARS W/A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS). ANA V
FR. DR. FRENCH DOOR TEMP. TEMPERED ��� • •. / �,
T.B. THROUGH BOLT 3. AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5"x 5" �Q;••��C E NSA •.;S�
FRAM'G FRAMING HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS. Q' 9
FT FOOT OR FEET T.BM TIE BEAM ,�; No. 88906
FURR FURRING
THK THICK 4. PLUMBING SLEEVE MINIMUM SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE CONTINUED ON PAGE S-2.0 _ * _
G.T. GIRDER TRUSS T &G TONGUE &GROOVE LARGER SLEEVE, OR b"CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. SLEEVES OR
TOB TOP OF BEAM GROUPS OF SLEEVES 16 INCH IN DIAMETER AND LARGER SHALL BE TREATED AS A SLAB = �O . STATE OF
GA. GAUGE •'•, �v
GALV. GALVANIZED
T.O.B.B. TOP OF BOND BEAM OPENING AND REINFORCED PER TYPICAL OPENING REINFORCING DETAILS. � �� ' F4 0 R 10
F AL ECG GFI GROUND FAULT INTERRUPT T. .PL. TOP OF W %D PLATE ,�S SION
GL. GLASS T.O.T.B. TOP OF TIE BEAM CONCRETE NOTES
- /0011111111W
GND. GROUND TPH TOILET PAPER HOLDER
GYP GYPSUM TYP. TYPICAL 1. ALL CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A
GYP. BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: REVISION DATE BY REV
HB HOSE BIBB UL UNDERWRITERS LABORATORIES 1.1. 3,000 PSI FOR FOUNDATIONS AND SLABS ON GRADE.
HC HOLLOW CORE VERT VERTICAL 1.2. 4,000 PSI FOR OTHER STRUCTURAL CONCRETE. PERMIT 09/17/2020 RK
HGT. HEIGHT V.I.F. VERIFY IN FIELD
2. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND
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.
HR HOUR WD. WOOD 3. MINIMUM CONCRETE COVER FOR REINFORCING BARS:
HVAC HEATING VENTILATION AIR COND. WH WATERHEATER STRUCTURAL PART MINIMUM COVER
FOOTINGS (CAST AGAINST SOIL)
HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING MACHINE STRUCTURAL PART MINIMUM COVER
ID INSIDE DIMENSION W/O WITHOUT FOOTINGS (CAST AGAINST SOIL) 3" .
WP WATERPROOF SLABS (CAST AGAINST SOIL W/VAPOR BARRIER) 1-1/2"
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
A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED,SUPPORTED IN
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
REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS.TWO-WAY MATS OF
STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL BUILDING 6
STRUCTURAL DESIGN STATEMENT CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5-0" (30" EACH WAY)
UNLESS OTHERWISE NOTED. 4451 ST LUCIE BLVD
1. I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF,THESE PLANS AND 6. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM
SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STEEL 30" INTO POURED BEAMS. FT PIERCE, FL 34946
STRUCTURAL PORTIONS OF THE BUILDING CODES.
2. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS,SYSTEMS, & RELATED 7. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1"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 STRCUTU RAL 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
4451 ST LUCIE BLVD
FT PIERCE, FL 34946
PREPARED BY:
Frame Col Wired-Left2 Wind-Right2 Wind-Longl Wind_Long2 -Seis_Left- Frame Cal ----Dead- Collateral --Live-re- Wind.,'Leftl Wind,Rightl kH
Line Lute Horz Vert Harz Vert Horz Vert Harz alert Horz Vert
Line Line Horz Vert Nora Vert Rorz Vert Harz alert Horz Vert ENGINEERING
- -6 C -10 .0 -10.7 0. 2 2. 9 11 . 8 4 . 9 11 . 6 4 . 9 0 . 0 -0.1 3 C 0 .1 1 .2 0 . 1 1 . 3 0 . 3 3. 5 -3.2 -17 . 9 9. 5 -3 . 6
6 A --5.1 4 . 6 0 . 8 -0. 9 9. 6 -3 0 . 8 9 . 6 -30. 8 0 ,.0 0.1 3 A -0 .1 1 .2 -0. 1 1 .3 -0 . 3 3 . 6 -7 . 7 -9. 1 3. 6 --16 , 4 WHOLE HOUSE ENGINEERING
4451 ST. LUCIE BLVD,SUITE 201
Frame Col �lind_Lef t2: Wind_Right2 Wind-Longl igznd_Long2 -Seis_Left- FORT PIERCE,FL 34946
Frame Col -Seis Right F1PAT_LL_l CONTACT: 772.409.1003
Dine Lime Harz Vert Horz Vert Line Line Harz Vert Harz Vert Horz Vert Horz alert Horz Vert ENGINEERING@WHENGINEERING.NET
----- ------ ----- ----- ----- ----- _ - - ? , S -11 . 0 .0 -�0 . 1 3 C 10 2 5 9 2 .5 8.3 5 . 1 19 9
6 � � Q 0 .1 0. 3 2 . 9 DRAWING NOTICE:
6 A 0 .0 -0 . 1 -0. 3 3.0 3 A -0 . 8 2 . 9 10. 5 -4 .4 --6 . 9 --12 . 1 -4 . 9 -15 . 8 0 .0 0 . 1
THESE DRAWINGS AND DOCUMENTS ARE
Frame Cal -SeisRight -Seis_Lon - F4PAT_LL_1 CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF WHOLE HOUSE ENGINEERING,
Line Line Horz alert Horz *pert Horz Vertu LLC. AND MAY NOT BE REPRODUCED,
_:____ _____ ----- ----- _____ _____ DISSEMINATED OR REDISTRIBUTED WITHOUT
Frame Col ----Dead--- Collateral ----Live--- Wind_Leftl Wind_Right1 � � � + � 0 . 1 0 . 0 -0 . 1 �� � �; � THE EXPRESS WRITTEN CONSENT OF
Line Line Harz Vert Horz Vert Horz Vert Horz alert Harz Vert WHOLE HOUSE ENGINEERING, LLC.
3 R 0 , 0 -0 . 1 0 , 0 0 .1 -0. 3 3, 6 WARNING: DO NOT SCALE DRAWINGS.
----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- PLEASE CONTACT DESIGNER WITH ANY
5 C 0 . 2 1 .4 0.2 1 .8 0 . 6 4 . 4 -1 . 5 --19 . 8 .7 , 4 -15 . 6 QUESTIONS REGARDING DIMENSIONS.
------------------------------------------------------------------------------ ARCHITECTURAL SYMBOLS CONTAINED
5 A -0 . 2 0 . 9 -0.2 1 .3 =Q . 6 3..2 -2 . 2 --12 . 8 12 . 1 -8 . 6 WITHIN THESE DOCUMENTS ARE FOR
Frame Cal ----Dead--- Collateral ----Lice--- Wind_Leftl Wi nd_ltightl GRAPHIC PURPOSES ONLY. SIZE AND
Frame Col Gain Left2 Wind--H ght i 2 thin Lon 2 -Seis eft- LOCATION MAY VARY IN ORDER TO MEET
-Lon 1$ Wind g Line Line Horz Vert Horz Vert Horz Vert Harz Vert Horz Vert THE MANUFACTURER'S SPECIFICATIONS.
Line Une iiorz Vert Horz Vert Horz Vert Horz Vert Harz Vert --__.. ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- -----
------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2 C 0 . 1 1. .2 0 . 1 1 . 3 0 . 3 3. 4 -3 . 3 -18 .2 9 . 8 -3 . 7
5 C -8 . 3 -0 . 4 -1 . 5 3 . 8 6 . 2 -20.7 6 . 2 -20 . 7 0 .0 0 . 0 2 A -0 . 1 1 .2 -0 . 1 114 -0 . 3 3 .5 -7 . 8 -9. 3 3 . 5 -16. 6 ENGINEER'S SIGNATURE&SEAL:
s A -7 . 8 -3 . 3 s.s 0 ' 9 16' 9 --11 . 9 16 . 9 -11 . 9 -o . l 0 . 0 RAMA PRANAV KRISTA
Frame Col Wind_Left2 Wind_Right2 Wind-Longl Winci_I.ang2 -3eis,Left-
Frame Cal --Seis_Right F2PAT_LL_l Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert FL PE #88906
Line Line Harz Vert Horz Vert ___ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- _---_
---_- ------ ----- ----- ----- ------ 2 C -10 .4 -6 !0 2 . 7 8 . 4 5.2 -1 5. 1 7 . 6 -11. 5 0 . 0 -0. 1
5 C 0. 0 0 . 0 0 . 6 4 . 4 2 A -0 .7 2. 9 10 . 6 -4 . 5 -6. 9 -12 .3 -5 . 0 -16. 0 0 . 0 0. 1
5 A 0 . 1 0 . 0 -0 . 6 3 . 2
•``00R pN A V
Frame Col -Seis_Right -Seis_Long- F5PAT_LL_1 ��`•�`QQ • "" "•�GQs;%%
--------------------------------
----------------------------------------- ---- Line Line Horz Vert Horz Vert _9Qrz Vert =
-__-_ --- -- ----- ----- ----- ----- ----- ----- ' * No. 88906
Frame Col -----Dead----- Collateral ----Live--- Wind_Leftl Wind_Rightl 2 C 0. 0 0 . 1 0 . 0 -0 . 1 0. 3 3 . 4
Line Line Horz Vert Harz Vert Horz alert Harz Vert Horz Vert 2 A 0 . 0 -0 . 1 0 . 0 0 . 1 -0 . 3 :3 . 5 �:, STATE of
----- -��--- - -- -____ ----- ----- ----- ----- ----- ----- ----- ----- '•,�•�`�.'•:`� ORIOP
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4 C 0 . 0 1.5 0 . 0 1 . �4 0 . 1 3.4 1 . 7 -13 . 2 14 . 4 3 . 0 ----------------------------------------------------------------------------- ,,,,,,,��ONAL\\�����
4 A -0 . 1 3 .0 -0 . 2 2 . 4 -0 . 4 5.7 2 . 9 -25 . 1 10 . 4 -31 . 1
Frame Cal ----Dead--- Collateral ----Life--- Wind--eftl Wind_R.ightl
Frame Cal Wind-Left2 Wind_Right2 Kind„„Longl Wind_Long2 -Seis_Left- Line Line Horz ;.Pert. Harz Vert Horz Vert Harz Vert Harz Vert
REVISION DATE BY REV
Line Line Horz Vert Horz Vert iiorz Vert Horz Vert Harz Vertu ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- -----
------ ----- ----- ----- ----- ----- ----- --- ----- --- ----- 1 C 0 . 1 0 . 9 0 . 1 0 . 8 0 .3 2 . 9 0 . 1 -8 . 1 6 . 3 -1 , 6
PERMIT 09/17/2020 RK --
4 C -14 .7 -13. 5 -2 . 0 2 . i 16 . 8 1 .4 18 , 8 5 . 1 -0 - -0 . 1 1 A -0. 1 1 .3 -0 . 1 0 . 9 -0 .3 3 . 0 2 . 2 -11 . 9 4 . 8 -12 . 4
4 A -7 . 9 6 .3 -0 . 5 2 . 4 12 . 1 -39.3 14 . 4 -43 . 0 -0 . ! 0. 1
Frame Cal Wind_Left2 WindRight2 Wind_Longl Winc_Long2 -Seis_Left-
Frame Col -Seis_Right -Seis_Long- F3PAT_LL_l Line Line Horz Vert Horz alert Kurz Vert Horz Vert Harz Vert
Line Line Horz Vert, Horz Vert Horz alert ----- -�-�-_ ----- ----- ----- ----- ----- ----- ----- ----- ----- --_--
1 C -7 . 6 -6. 8 -1 . 4 -0 - 3 6. 1 -5 . 3 7 . 9 -1 . 7 0 .0 0. 0
4 c 0 . 1 0 . 1 �0 . 0� O-0 . 1 0.2 3.7 1 A -3.5 2 .4 -0 . 9 1 . 9 4 . 5 -14 .5 7 . 0 -18.2 0 . 0 0 . 0
K 0 + 1 -0 V
. 1 aV a1 l0 . 3, 3p�
Frame Cal -8eis_Right --Seis_Long- F6PAT_LL_l
-------------------------------------------------------------------------------
Lire Line Rorz Vert uor2 Vert Aorz Vert
•--.- ------ ---,-- ----- ----- ----- ----- --is-
1 c 0 . 0 0 . 0 0 . 0 -0 . 1 0 . 3 2 . 9 PROJECT NUMBER, NAME &ADDRESS:
I A 0 . 0 0 . 0 0 , 0 0 . 1 -0 . 3 3 . 0
BUILDING 6
4451 ST LUCIE BLVD
FT PIERCE, FL 34946
DRAWN BY:
RK
SHEET TITLE:
STRUCTURAL NOTES II
SHEET NO.:
S = 2 * 0
PREPARED FOR:
Al ROOF TRUSSES
3 2 4451 ST LUCIE BLVD
FT PIERCE, FL 34946
26-0" 26-0" 24'-0" 16-0" 26-0"
F6 Fb I Fb F6
F3 F4 F1 F5 F5 F3
B-D B-E B-F B-F B-F B-D
PREPARED BY:
kH
ENGINEERING
5"CONC.SLAB 2500 PSI W/ 6X6 #10 W.W.M. OR
FIBERMESH REINFORCING ON 6-MIL. VIS-QUEEN
MOISTURE BARRIER ON CLEAN TERMITE TREATED SOIL, WHOLE HOUSE ENGINEERING
COMPACTED TO 95%MODIFIED PROCTOR.
4451 ST. LUCIE BLVD,SUITE 201
PROVIDE CONTROL JOINTS PER 4/S3.0 FORT PIERCE,FL 34946
CONTACT: 772.409.1003
ENGINEERING@ WHENGINEERING.NET
DRAWING NOTICE:
THESE DRAWINGS AND DOCUMENTS ARE
CONFIDENTIAL AND ARE THE SOLE
PROPERTY OF WHOLE HOUSE ENGINEERING,
LLC. AND MAY NOT BE REPRODUCED,
DISSEMINATED OR REDISTRIBUTED WITHOUT
F3 F2 F5 F5 F3 THE EXPRESS WRITTEN CONSENT OF
WHOLE HOUSE ENGINEERING, LLC.
B-A B-C B-B B-B B-A WARNING: DO NOT SCALE DRAWINGS.
PLEASE CONTACT DESIGNER WITH ANY
QUESTIONS REGARDING DIMENSIONS.
ARCHITECTURAL SYMBOLS CONTAINED
AA, WITHIN THESE DOCUMENTS ARE FOR
Fb F6 F6 Fb GRAPHIC PURPOSES ONLY. SIZE AND
LOCATION MAY VARY IN ORDER TO MEET
THE MANUFACTURER'S SPECIFICATIONS.
TOP OF FOOTING FOR ALL FOUNDATIONS TO BE 12" BELOW GRADE
AND CENTERED ON THE COLUMNS ENGINEER'S SIGNATURE &SEAL:
EMBED. DEPTH PER
SCOHEEDULE. REEFER TO OF ANCHORS DKIRBYDRAW DRAWINGS FOR ANTHONY TOMBO
FOOTING AND BASE PLATE SCHEDULE ANCHOR LAYOUT AND BASE PLATE
NO OF CAST IN PLACE EMBED. DEPTH OF ANCHOR LAYOUT SPECIFICATIONS FL, PE #80083
MARK SIZE DEPTH REINFORCING ANCHORS ANCHORS AND BASE PLATE PROVIDE FOOTING TOP REINFORCEMENT AS
#5 AT 8" O.0 EACH WAY
12'-6" WIDTH BY
F� 12'-b" LENGTH 18 PER 2/S3.0 (6)-3/4" DIA ANCHORS 16" PER KIRBY DRAWING El
\111111111//,,�/
13'-6" WIDTH BY RQNA.V
F2 13'-6" LENGTH 18 PER 2/S3.0 (4)-3/4" DIA ANCHORS 16" PER KIRBY DRAWING El \�`��1.Q;.• E E NSF•.. -,,
PROVIDE FOOTING BOTTOM REINFORCEMENT
1 1'-O" WIDTH BY AS #5 AT 8"O.0 EACH WAY No. 88906 _
F3 1 1'-0" LENGTH 18 PER 2/S3.0 (4)-3/4" DIA ANCHORS 16" PER KIRBY DRAWING El _ - _ * : * _
M 00
F4 9'-0" WIDTH BY 18" PER 2/S3.0 (4)-3/4" DIA ANCHORS 16" PER KIRBY DRAWING El = = -o•. STATE OF
9'-0" LENGTH
,.-5 i G,
F v '
10'-6" WIDTH BY �•. . '.��.�F' . ( p R 10 P.G�\\�`
F5 18" PER 2/S3.0 (4)-3/4" DIA ANCHORS 16" PER KIRBY DRAWING El - — .' is .' - -. SS/•• A ��
10'-6" LENGTH ON L
NOTES
1. BASE PLATE CALLOUTS 'B-X' REFER TO BASE PLATE PROFILES OF KIRBY DRAWING El. FOLLOW KIRBY SHEET E1 FOR ANCHOR LAYOUT AND BASE PLATE DIMENSIONS
2. REFER TO DETAIL 3/S3.0 FOR F6 SLAB TURNDOWN DETAIL
REVISION DATE BY REV
3. TOP OF FOOTING FOR ALL FOUNDATIONS TO BE 12"BELOW GRADE
FOOTING DETAIL AT PERMIT 09/17/2020 RK
(-2-� BUILDING 6
S-3.0 SCALE: 3/811 = 11-011
PROVIDE CONTROL JOINTS AT EVERY 1 OFT
REFER TO PLAN FOR REINFORCEMENT DETAIL
1/8"SAWCUT X 1/4 SLAB THICKNESS WHERE SHOWN ON 5"CONC., REINF. W/ 6"x6"W 1.4xW 1.4 WWF ON
FOUNDATION PLAN 6-MIL POLY ETHYLENE VAPOR BARRIER ON PROJECT NUMBER, NAME &ADDRESS:
WELL-COMPACTED CLEAN TERMITE TREATED FILL.
°
a.a. a ° ° ° a as
---- BUILDING 6
a _a-la-------------- SEE PLAN 4451 ST LUCIE BLVD
#5 CONT. BOTTOM REINFORCEMENT a a a
FT PIERCE, FL 34946
DRAWN BY:
(---3 1`6 - SLAB TURNDOWN 4 TYP. CONTROL JOINT RK
S-3'0 SCALE: 1 11 = 1 1-011 S-3.0 SCALE: 1 -1 /211 — 1 -011 SHEET TITLE:
FOUNDATION PLAN
AND DETAILS
SHEET NO.:
S = 3 .0