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HomeMy WebLinkAboutBuilding # 1 PlansBUILDING # 1 BUILDING # 2 BUILDING INFORMATION: ' BUILDING INFORMATION: 2020 FLORIDA BUILDING CODE 2020 FLORIDA BUILDING CODE BUILDING AREA: UNIT 1 BUILDING AREA: OFFICE 326 S.F. UNIT 1 & 6 WAREHOUSE 2617 S.F. OFFICE 330 S.F. UNIT 2_5 WAREHOUSE 986 S.F. OFFICE 336 S.F. UNIT 2-5 WAREHOUSE 1248 S.F. OFFICE 324 S.F. UNIT 6 WAREHOUSE 964 S.F. OFFICE 349 S.F. TOTAL BUILDING AREA 7784 S.F. WAREHOUSE 1579 S.F. TOTAL BUILDING AREA 11,208 S.F. GROUP: B BUSINESS / F-1 FACTORY INDUSTRIAL GROUP: B BUSINESS / F-1 FACTORY INDUSTRIAL OCCUPANT LOAD PER TABLE 1004.5 1956/100=19.56 OCCUPANT LOAD PER TABLE 1004.5 5828/500 =11.65 2019/100=20.19 TOTAL OCCUPANT LOAD 32 9189/500 =18.37 TOTAL OCCUPANT LOAD 39 CONSTRUCTION TYPE: TYPE JIB CONSTRUCTION TYPE: 'TYPE IIB ALLOWABLE AREA PER TABLE 506.2 GROUP B 23,000 S.F. ALLOWABLE AREA PER TABLE 506.2 GROUP F-115,500 S.F. GROUP B 23,000S.F. GROUP F-1 15,500 S.F. BUILDING IS NOWSPRINKLERED BUILDING IS NOWSPRINKLERED TENANT SEPARATION BETWEEN TENANTS IS 1 HOUR TENANT SEPARATION BETWEEN TENANTS IS 1 HOUR REQUIREMENTS FOR AREA OF IMPROVEMENTS FOR EACH UNIT REQUIREMENTS FOR AREA OF IMPROVEMENTS FOR EACH UNIT REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES 1 WATER CLOSETS i WATER CLOSETS REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES 1 LAVATORIES 1 LAVATORIES 1 WATER CLOSETS 1 WATER CLOSETS O SERVICE SINK 0 SERVICE SINK 1 LAVATORIES 1 LAVATORIES 0 DRINKING FOUNTAIN 0 DRINKING FOUNTAIN 0 SERVICE SINK O SERVICE SINK 0 DRINKING FOUNTAIN 0 DRINKING FOUNTAIN REQUIRED EXIT WIDTH " ED EXIT WIDTH PROVIDED 7272" PROVIDED REQUIRED EXIT WIDTH 36" PROVIDED EXIT WIDTH PROVIDED 72" REQUIRED NUMBER OF EXITS 2 PROVIDED NUMBER OF EXITS 2 REQUIRED NUMBER OF EXITS 2 PROVIDED NUMBER OF EXITS 2 REQUIRED ADA CORRIDOR WIDTH 4211 PROVIDED ADA CORRIDOR WIDTH 42" REQUIRED ADA CORRIDOR WIDTH 42" PROVIDED ADA CORRIDOR WIDTH 42" TRAVEL DISTANCE ALLOWED TRAVEL DISTANCE PROVIDED 46.5 46.5' TRAVEL DISTANCE ALLOWED 200' __......... ... ..... ............................ _- TRAVEL DISTANCE PROVIDED 124.5' 9 _p g-COti, 16-b1f ' E !?_!0 r 101-O a 2,.O Ip`-p q S!C." 3�av a I o a+ ® a Z I o J o z 1! i~ f p � i Ft�T1R2E l HoNtc 5 . LryP.�r wx eGikc�15�- r V�A��..Nra�S� j1e.11T l Ue�tT Z tta�tT `� ' 4 ft �A6 GT'c P.) i1 d t9 I1 oil�. t� -c cl�q I I u. Ile N 4 y ,, _� a o t6 IZ-�} IZ-4 4 tO r tt 1b-a 4 I2=4`" `- 4 I ►z'-�" �` to=o" 4,r Lo1Q �.r ., o��tc�. KEcJ?'1`r. i ePT, �l=fit. oFP1cE- R�c�Pr, t�l`�Pr�r a�=tr^ aFFt clE i�c�-Pt' aF '� 10Y (D S, 1, lot �rr 8 ,r ar" � 2�-0 �� I tr fr 5 - Co ►o'- f4 t` 21r 5 t � 5 - l o °t S - Cp +_ L~ 5 - [.o I ti � � 5 , u u 5 - Z I o'.- 4 r 5 —C. ., r Z ro 2- o + S ` � J cs = 4'" Jr a 5 = 0 e1 Z-i`-O I i 2�` D`+ ' Z3 - cz�� 1 23 - �1 M 4 " h , �n _t N ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT KINGS COMMERCIAL CENTER ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC REGISTRATION MEN<. . 6.".,. MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. DATE REVISION SHEET TITLE / SHEET NUMBER PROJECT NUMBER 4 '; :Jbo 4 c� DATE FspsA fT lid BACKWALL SIDE GRAB BARS AT WATER CLOSETS • RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRIVACY LOCK. + LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. • SIGNS INDICATING ADA ACCESIBLE RESTROOM SHALL BE LOCATED ON LATCH SIDE OF DOOR,CGoITb C6+4rrke) • PLUMBING TO BE WRAPPED WITH INSULATION. Grail liar TOE CLEARANCE Kle CLEARANCE oEPTH LAVATORY CLEARANCES ACCESSIBLE RESTROOM ]DETAILS -..__.. NTS _t N FIGURE 703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY TABLE 703.5.6 ViGttAf r-MAnWITPR wFtr;Mr i ME /-•-- not in i pictogram field FIGURE 703.6.1 PICTOGRAM FIELD HEIGHT TO FINISH FLOOR OR GROUND HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT FROM BASELINE OF CHARACTER tess than 72 inches 1830 mm 5/8 inch 116 mm 5/8 inch (16 mm), plus 116 inch (3.2 mm) 40 Inches (1015 mm) to less than or equal to 70 inches (1780 mm) 72 Inches (1830 mm) and greater per foot (305 mm) of viewing distance above 72 inches 1830 mm - less than 180 inches 4570 mm 2 inches 51 mm 2 inches (51 mm), plus 1/8 Inch (3.2 mm) Greater than 70 inches (1780 mm) to less than or equal to 120 inches (3050 mm) 180 inches (4570 mm) and greater per foot (305 mm) of viewing distance above 180 inches 4570 mm less than 21 feet 6400 mm 3 inches 75 mm 21 feet (6400 mm) and greater 3 Inches (75 mm), plus 118 inch (3.2 mm) per foot (305 mm) of viewing distance Greater than 120 inches (3050 rnm) above 21 feet 6400 mm 1//44 max 1/4TO 12 6.5 6. -132 I I I . • � � t tt i (C) (d) Changes in Level Changes In Level THRESHOLD ON ACCESSIBLE ROUTE t� NOSCALE FLORIDA ACCESSIBILITY CODE REQUIREMENTS ���-r ,� �c� r+..• LEF-7 sty E-L e-VA7-lot-� G I � 14 INTERIOR FINISH CLASSIFICATION WALL FINISHES CLASS B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER, SECTION 803 TABLE 903.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORNIlNG WITH GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECOMMMENDATIONS, AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0.45 WATTS/CM2 OR GREATER CLASS II , 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. TABLE 2506.2 TABLE 2508.1 GYPSUM BOARD MATERIALS AND ACCESSORIES INSTALLATION OF GYPSUM CONSTRUCTION MATERIAL. STANDARD Accessories for gyp.sum board ASTM C 1047 Adhesives fot• fastening rypsunl wallboard ASTM C S57 ENterior soffit board ASTM C 931 Fiber -reinforced + y sum patiels ASTM C 1278 Glass mat gypsum backing panel ASTM C 1173 i Glass Mat gXpsum substrate ASTM C 1177 Gypsum backing board and bypsuin shaftiiner board ASTM C 442 Gypsum ceilino board ASTM C 1395 Gypsum sheathing ASTM C 79 Gypsum wallboard AST1v1 C 36 Joint reinforcing to e and compound ASTM C 474, C 475 ?Mails for gypsum boards ASTM C 514, F 547, F 1667 Predecorated „ sum board ASTM C 960 Steel screws ASTM C 954; C 1002 Steel studs, load bearilig, ASTM C 955 Steel studs, nonload bearitt- ASTM C 645 Standard specification for _ypsum board ASTM C 1396 1'csting 8Y1]suiu and oyprunproducts ASTM C 22, C 472•i C 473 G1'ute{� r�resia�sum backing board 1 ASTM C 630 MATERIAL. STANDARD _ Gypsum board GA-216; ASTM C 840 GY1,sum sheathing ASTM C 1280 Gypsuni veneer base ASTM C 844 (11teri0r latltinl� and fun'in ASTM C 841 Steel framing For ggyps nl boards � ASTM C 754; C 1007 j i t 1 i t A..y C- /fig g C911 fQ�iAn Load COMDUAr ce 1. DESIGN CODE: Florida tLPf s Code 2020 Edition w/20— supplements using ASCE 7.16 2. Structure Design is: Enclosed Partially Enclosed Open Building 3. Risk Category: _I -4—II — III .,_,_, !V Exposure Category: —BJ-4 C wD Adjustment coefficient 1 Z1 4. Design Wind Velocity W-mph —SD ____,LRFD End Zone Width _-,,,,ft, 5. Mean Roof Height-Z. ft. Roof Pitch: 1 :12 Parapet _g, 6. Components $ Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ ; 0 � 'MRH (worst case) Zone 1:-�tll Zone 2:-7ZrSZone 3:- 4 JZone 4:-4AI Zone 5:- 4•L3Garage: �r_ ,4 7. Design Loads: Floor: Z5 PSF Roof/Dead: 5" PSF Roof/Llve Za PSF Balcony: _ _ _,,,PSF Dock: _PSF Deck: PSF Stairs: _ PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? AlYes `Not Applicable Explain Why Not: 9. Is a Continuous Load Path provided? .k Yes ,_,,,_,Not applicable Explain Why Not: 10. Minimum soil bearing pressure 2000 P.S.F. STRUCTURAL NOTES: 1, STRUCTURAL LUMBER TO BE HEM -FIR fit GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE SLABS AND FOOTINGS TO BE 2600 P.S.I. MIN, 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN LAp 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3• 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 9$% MODIFIED PROCTOR DENSITY, 6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED 8 SELECTED TO WITHSTAND WIND FORCES OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE. 7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES OF THE FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES, 8. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT. 9. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA BUILDING CODE. NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z- MAX COATING OR BETTER. DOOR SCHEDULE DOOR DOOR SIZE DOOR TYPE REMARKS NUMBER 1 T-0" X 7'-0" STORE FRONT DOOR IMPACT RESISTANT W/ CLOSER 2 3'-0" X 7'-0" HOLLOW METAL DOOR 3 3'-0" X 6'-8" SOLID CORE WOOD DOOR WITH CLOSER 4 3'-0" X 6'-8" HOLLOW CORE DOOR 5 10'-0" X 10'-0" ROLL UP DOOR NOTE: ALL DOOR HANDLES SHALL BE SINGLE ACTION LEVER HANDLES WINDOW SCHEDULE WINDOW ID WINDOW SIZE GLASS TYPE REMARKS A 3'-0" X 4'-0" FIXED GLASS IMPACT RESISTANT I i I i ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWV'J.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT KINGS COMMERCIAL CENTER ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION KEY PLAN SHEET TITLE / SHEET NUMBER o� PROJECT NUMBER C Z o o A g DATE (o /le /z-1 f'E'leM. c T- Design No. U465 Nonbearing Walt Rating-1 HR. ARCHITECT i. _ _ 1. Floor and Ceiling Runners— jnot shown) --Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from No. 25 MSG (min) galy steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs—Channet shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in, folded back returns, formed from No, 25 MSG (min) galv steel spaced 24 in. OC make, 3. Batts and Blankets* —(Optional) —Mineral wool or glass fiber hatts partially or completely fitting stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 4. Wallboard, Gypsum*-5/8 in. thick, 4 ft wide, attached to steet studs and floor and ceiling track with 1 in. long, Type S self -tapping steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and Staggered an opposite sides of the assembly. When attached to item 6 (furring channels), wallboard is screw attached to furring channels with 1 in. long, type S steel screws spaced 12 in. OC. American Gypsum Co. —Type AG-C. Borat Gypsum Inc. —Type BG-C. Canadian Gypsum Company —Types AR, C, IP-X2, SCX, SHX, WRC or WRX. Continental Gypsum Company —Types CG-C, CG5-5, CG6-6, CG9-9, CGT£-C. 1. Metal Wall or Roof patiel - 269a steel panel applied perpendiculat' G-P Gypsum Corp. —Types 5, 9, C, GPFS6. to Steel puffin s or girls Lafarge Gypsum, A Div, of Lafarge Corp. --Types LGFC6, LGFC-C. National Gypsum Co., Charlotte, tNC--Types F5K-G, FSW-G. 2, Insulation - Spun glass with vinyl facile, Flame spread 25 or better Nationat Gypsum Co., Riyadh, Saudi Arabia —Type FR or WR. applied perpendicular to steel purlins or girt-, between the purlin Pabco Gypsum Co. —Type PG-C. Or girt and the panel Republic Gypsum Co. —Type RG-C. 3. Sheet Metal -12" wide 26ga Continuous sheet metal applied peril. Standard Gypsum Corp. —Type SG-C. to purlins or girls, between the purlins: or Parts and the insulatiofl. Temple-Inland Forest Products Corp, —Type TG-C. United States Gypsum Co. —Type AR. C, IP-XZ, SCX, SHX, WRC or This sheet metal acts to pinch the insulation blanket tiShtly to the WRX. Pool; or Wall panel, Yeso Panamericano SA de CV —Type AR, C, IP-X2, SCX, SHX, WRC 4. Wallboard Gypsum - As called for in 13L. partiton design, let in tight or WRX. to purlins or girts and the 12" widC silftt metal. Seal all crracica with Westroc Inc. —Type Westroc Fireboarcl. Q—Nom UL rated joint compound min. 5/9" thick on both wall faces. 4A. 4 ftt wide, i Gypsum * —(As described be alternate to Item screw length 3/4 re thick, 4 ft wide, installed as described in Item 4 with screw length increased to s. Studs - As called for in the UL partition desiM let in between the 1-1/4 in. purlins or girls and tight to the 12: wide sheet metal Canadian Gypsum Company —Type AR. lion design United States Gypsum Co. —Type AR. 6_ Wall - per p Yeso Panamericano SA de CV —Type AR. 4B. Wallboard, Gypsum* —(As an alternate to Items 4 and 4A) —5/6 in. thick installed as described in Item 4. Joint covering (Item 5) not required. One Hour Partition Attachment to Steel Buildmi gS Canadian Gypsum .Company —Type WSX. United States Gypsum Co. —Type WSX. Yeso Panamericano SA de CV —Type WSX. S. Joint Tape and Compound —Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints, As an alternate, nominal 3/32 in, thick gypsum veneer plaster may be applied to the _ entire surface of Classified veneer baseboard. Joints reinforced. 6, Furring Channel —(Optional -Not Shawn)--Resitient 25 MSG gaiv steel furring channels spaced vertically max 24 in. OC, flange portion attached n to each intersecting stud with 1/2 in. tong type 5-12 panhead steel V Gd►-'l 1 !� I,C� 04 screws. *Bearing the UL Classification Marking 17 15 14 $ efrJP4 GjE'hL Tfi �vtiIGP-ETIr `?t�13 ,. I v Acr-ffil lzt*�oP dF�� fi$ fz o'P . f-Plz Gaut FLF-Y E- �tf'_E PROr��Inlf,, 0,L• j c9 f_ 5&%AL Got�Tl�Uv�s . M E-�fi•1.. FLvoP. R L3 �1 � EP PRODUCT REVIEW PRODUCT OPENING PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD DESIGN DESIGN TYPE PRESSURES PRESSURES (WORST CASE) ENTRANCE DOOR ZONE 4 -28.7 -90 ALDORA ALUMINUM SERIES KZLM NOA# IMPACT #14 SMS (3) THREADS MIN. PENETRATION @ 8-1/2 ZONE 5 -34.5 & GLASS PRODUCTS 20-0828.08 MAX. Q.C., 5" ON CORNERS, 3-218" HEAD/SILL CORNERS, 34" MIN, EMBEDMENT ROLL UP DOOR ZONE 4 -28.7 -40 ASTA DOOR SERIES FL# IMPACT Y. X 1-1/4" SD5 6" FROM FLOOR AND SPACED 24" ZONE 5 -34.5 COMPANY 2031M/2041M 17817.1 THEREAFTER WINDOW WALL ZONE 4 -28.7 -100 ALDORA ALUMINUM SMI-175 ALUM. NOA# IMPACT #14 SMS (3) THREADS MIN. PENETRATION @ 8-1/2 ZONE 5 -34.S & GLASS PRODUCTS 20.0915.18 MAX. O.C., S" ON CORNERS, 3-2/8" HEAD/SILL CORNERS, 3-4" MIN. EMBEDMENT MAN DOOR ZONE 4 -28.7 -70 DAY BAR INDUSTRIES 4080 /8080 FL# 23223A IMPACT 3/8" X 3 K" STEEL FLAT HEAD MACHINE SCREWS AT 12" ZONE 5 -34.5 LIMITED COMMERCIAL O.C. AND 6" FROM ENDS STEEL DR. ALL OTHER COMPONENT5 ARE PART OF 7HE PRE-ENGINEERED METAL BUILDING (SEE SHOP DRAWINGS) THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE, THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF �yiSa I.i GfZtrr�. ��tr ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FORTHE5E PRODUCTS. . . .............. ... .... - - --- - ----- ! Re>u l? . fie ice.- w-hS L(._ 1 ALM I]0F1 METAL ROOF GUTTER AND 'DOWN SPOUT SYSTEM METAL SIDING PRE-ENGINEERED - STEEL STRUCTURE 8' PURLINS ---�' 6' WHITE VINYL FACED BLANKET INSULATION G� ! SEE SLAB SCHEDULE • Cc +., 4 .+. ...ram t L FO Cr. � $EYc�ryp i TYPICAL WAU SECTION SCALE 1 1/2' FINISH GRADE METAL ROOF METAL GUTTER AND DOWN SPOUT SYSTEM tt�Sllt_.A.Tt n r� �Rx} +-►�'cl o ►.� PRE-ENGINEERED .- ._...r_ TEEL STRUCTURE A F'E i O I 2<Q C-, A_ t � �, R e.Y � A.� �., ► 16i':�x 15�g' 8" PURLINS ';`i ZGGk R 11 WHITE VINYL PACED BLANKET INSULATION - I I'o0T-il•.� 0 SEE SLAB SCHEDULE ' I " 612tf_��� 1 T> t l .l 1 �I TYPIC S: CT1ON SCALE 1 1/2" = V--0" E � { � � "' I-`'` 14�T'OI-- 2'Ac>c) !•emu, Fto16 N Car A PIE— Architectonic Inc 806 DEL..AWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW,ARCHITECTONiCINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT KINGS COMMERCIAL CENTER ST. LUCIE COUNTY, FLORIDA CLIENT CONSULTANTS REGISTRATION KID savalvivAm NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER o� 4 $utc vrt-� Z lie C, PROJECT NUMBER C DATE to 115 + zi f at4 t T- ARCHITECT Architectonic Inc BUILDING # 1 FOUNDATION SCHEDULE FOUNDATION DESIGN IS BASED UPON METAL REACTIONS BY KIRBY BUILDING SYSTEMS JOB #K2180744A DATED 10-6-21 WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF. S-1 4" (2500 PSI ) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING OM CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 16" WIDE MONLTIHIC FOOTING WITH 2 # 5 BARS CONTINUOUS. F-2 12" DEEP X 16" WIDE TIE ROD FOOTING WITH 2 # 5 BARS HOOKED AROUND MAIN FRAME ANCHOR BOLTS. F-3 6'-0" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" Q.C. EACH WAY TOP. F-4 9'-6" SQUARE X 2'-0- DEEP PAD FOOTING WITH # S BARS AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY TOP. F-5 12'-6" SQUARE X 2'-0- DEEP PAD FOOTING WITH # 5 BARS AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY TOP. F-6 12'-0" SQUARE X 3'-0" DEEP PAD FOOTING WITH # 5 BARS AT 6" O.C. EACH WAY MIDDLE, BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY TOP AND 9 # 5 VERTICAL TIE BARS. NOTE: ANCHOR BOLTS SHALL BE A MINUMUM OF 22" LONG AND HOOKED -AND TIED TO BOTTOM MAT OF STEEL. BUILDING # 2 FOUNDATION SCHEDULE rUUNUAI IUN UtNIUN 15 BASED UPON METAL REACTIONS BY KIRBY BUILDING SYSTEMS JOB #K2180789A DATED 9-27-21 WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF. S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING OM CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 16" WIDE MONLTIHIC FOOTING WITH 2 # 5 BARS CONTINUOUS. F-2 12" DEEP X 16" WIDE TIE ROD FOOTING WITH 2 # 5 BARS HOOKED AROUND MAIN FRAME ANCHOR BOLTS. F-3 7'-4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS AT 6" O.G. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY TOP. F-4 8'4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY TOP. F-5 11'-0" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C. EACH WAY TOP. NOTE: ANCHOR BOLTS SHALL BE A MINUMUM OF 22" LONG AND HOOKED AND TIED TO BOTTOM MAT OF STEEL. 77 F � I I ........................ �Z F� E � %o " tl 1 � { ,_ct I —C 24 —o 7-4 -a*.�.' (_0" I! _ _j T_ .... ........ .. .. ... C� XX/, E i Z� <' �t r i Z 1 Zy � do t � �" 0 �,.. � " Z 4 "p `' I. Z��'' ©•. z. � r— c3u Z 4 14 `1 � .^ Ot . l l I 0 IA 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT KINGS COMMERCIAL CENTER ST. LUCIE COUNTY, FLORIDA I I CLIENT I I CONSULTANTS REGISTRATION Ar WRIARRIWAVANAmm7momm I 00' MICHAEL J. SEAL, AIA AR96898 REVISIONS NO. I DATE REVISION f2w7ulnlk SHEET TITLE / SHEET NUMBER a� it I PROJECT NUMBER 200 AS DATE to bg /u Pcr'mtT-