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HomeMy WebLinkAboutPLANS 1GENERAL NOTES GENERAL CONDITIONS 1 IT IS THE INTENT OF THE DESIGNER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3 DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATA OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT UPON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS TO THE SITE TO AVOID CONSTRUCTION ERRORS. 3 ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED NTH THE MEZZANINE CONSTRUCTION DOCUMENTS (COLUMN BASE AND ANCHOR BOLT LAYOUTS) BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. CONCRETE 2 CONTRACTOR NOTES: 3 1 THE CONTRACTORS RESPONSIBILITIES INCLUDE: A. INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 4 B. DETERMINING ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE PROJECT AND ITS COMPONENT PARTS DURING ERECTION. 5 C. SHORING, BRACING, TYING DOWN AND SECURING STRUCTURE AS REQUIRED D. JOB SITE SAFETY. E. THE SAFETY OF THE EXISTING STRUCTURE DURING CONSTRUCTION 2 PRE-ENGINEERED MEZZANINE CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED TO 6 THE BUILDING DEPARTMENT. THE CONSTRUCTION DOCUMENTS SHALL BE SIGNED AND SEALED BY THE DELEGATED ENGINEER REGISTERED IN THE STATE OF FLORIDA, 7 COGAN WIRE & METAL PRODUCTS, LTD. 3 THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. DESIGN CRITERIA 1 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014):BUILOING (FBC) AND FLORIDA BUILDING CODE, 5TH EDITION (2014): EXISTING BUILDING. 2 THE WORK BEING PERFORMED ON THE PROPERTY IS CONSIDERED A LIMITED STRUCTURAL LEVEL 2 ALTERATION, PER THE FLORIDA BUILDING CODE, 5TH EDITION (2014); EXISTING BUILDING. THE WORK WILL NOT BE OUTSIDE OF THE EXISTING BUILDING ENVELOPE AND WILL BE PERFORMED INSIDE THE EXISTING EXTERIOR WALLS. THE LOADING FROM THE NEW WORK WILL NOT SIGNIFICANTLY EFFECT THE EXISTING STRUCTURE AND SHALL NOT DIMINISH THE CAPACITY OF THE LATERAL LOAD -RESISTING SYSTEM. THE NEW WORK BEING PERFORMED WILL BE TO INSTALL NEW METAL SECOND FLOOR SYSTEMS (BY OTHERS) ONTO NEW FOUNDATIONS. THESE DOCUMENTS ARE SPECIFICALLY AND ONLY PERTAINING TO THE NEW FOUNDATIONS THAT SUPPORT THE NEW METAL SECOND FLOOR. SEE THE DELEGATED ENGINEER'S (COGAN WIRE & METAL PRODUCTS, LTD.) SIGNED AND SEALED STRUCTURAL DRAWINGS FOR QUESTIGNIONS OR COMMENTS REGARDING THE MEZZANINES/ SECOND FLOOR SYSTEMS. 3 DESLOADS: DEAD LOAD LIVE LOAD SLAB -ON -GRADE: 50 PSF 125 PSF MEZZANINE, 2nd FLOOR: 10 PSF 125 PSF 4 THESE SIGNED AND SEALED DOCUMENTS ARE FOR THE DESIGN AND CONSTRUCTION FLOOR STRUCTURES ONLY. CONCRETE FOUNDATION DESIGN HAS BEEN BASED OFF OF THE LOADS GIVEN BY PRE MANUFACTURED MEZZANINE ENGINEER OF RECORD, COGAN WIRE & METAL PRODUCTS, LTD. CONTACT PRE MANUFACTURED MEZZANINE ENGINEER OF RECORD (DELEGATED ENGINEER) FOR ITEMS INVOLVING THE PRE MANUFACTURED MEZZANINE INCLUDING DESIGN, DRAWINGS AND ASSEMBLY. FOUNDATION CONCRETE ELEMENTS TO HAVE THE FOLLOWING STRENGTHS: A. FOUNDATIONS 3000 PSI B. SLAB -ON -GRADE 3000 PSI ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH AS NOTED ABOVE. B. SLUMPS SHALL BE 4-INCHES MINIMUM AND 6-INCHES MAXIMUM. C. CONCRETE SHALL HAVE 3 PERCENT AIR ENTRAINMENT. D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. E. JOBSITE WATER SHALL NOT BE ADDED. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/ LATEST EDITION), THE ACI DETAILING MANUAL (ACI 315/ LATEST EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS. ALL REINFORCING STEEL REBAR SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. EPDXY: USE SIMPSON SET EPDXY or EQUAL WHERE NOTED.' FOLLOW MANUFACTURERS INSTRUCTIONS FOR INSTALLATION. #4x12" DOWELS AT 16" O.C., EACH SIDE, MINIMUM TO PER SIDE. EPDXY 4" INTO THE CENTER OF EXISTING SLAB. EXISTING SLAB 1 THE FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING 3" PRESSURE OF 2000 PSF, AS ALLOWED BY TABLE 1806.2 OF THE FBC. SOIL MAR 3 12017 CLR. SHALL BE COMPACTED SO AS TO ACHIEVE THE ALLOWABLE SOIL BEARING TYP. CAPACITY USED IN THE DESIGN. PERIMITTING 2 CENTERLINE OF FOOTINGS SHALL COINCIDE WITH CENTERLINE OF COLUMNS, UNLESS St. Lucie County, FL OTHERWISE NOTED ON DRAWINGS. FOOTING SCHEDULE MARK SIZE (Length x Width x Depth) REINFORCING F2 2'-0"x 2'-0" x 0'-8" (3) #5 EACH WAY, BOTTOM F3 3'-0"x 3'-0" x 0'-8" (4) #5 EACH WAY, BOTTOM F4 4'-0"x 4'-0" x 0'-8" (5) #5 EACH WAY, BOTTOM F5 5'-0"x 5'-0" x 0'-8" (6) #5 EACH WAY, BOTTOM F5.3 5'-0"x 3'-0" x 0'-8" (6) #5 SHORT WAY & (4) #5 LONG WAY, BOTTOM 6UANNED BY St. Lucie County tl ♦ V i� T� NEW MEZZANINE COLUMN NEW MEZZANINE COLUMN AND BASE PLATE. SEE S&S MEZZANINE CONSTRUCTION DOCUMENTS (4) SIMPSON %"0 STRONG BOLT2 EXPANSION ANCHORS (or EQUAL) AT BASE PLATE TO FOUNDATION, 5" EMBEDMENT SECTION 1 3/4" _ 1'-0" S-1 hT.O. EXISTING SLAB EL. = SEE PLAN NEW SPREAD FOOTING, SEE PLAN AND FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT Wi11ian�, T,Abh1Ids/pamansk884 ST"5'11, OF CS FLORIDA, p`, ,, No, _V6843 225 E Harding St. Orlando, FL 32806 1.5978. WDomanski®afl.rr ►5 DRAW IN: DRAWiG Na.: W.T.D. WGR'D By. W.T.D. APYRDYDD NY: W.T.D. zii_ s AS NOTED .--1 0 to to 187'-0- (EXTENT OF EXISTING BUILDING, FIELD VERIFY) r; d^/ IE El El El El El El El El Fil . - ®'® ® ® ....� m_®®,._ ®t _ �`, }}- -10 F F3 �F5.3 F5.3 F4 b F3 !F5. F4 1 r:? u n : !L IJ, F4 F41 lac F5.31 A li „rc, i� NEW FOUNDATIONS, I I `��C�I�(t'�t„�''�� C �t] 1 ! TYPICAL i //�� f F4 F4 IFS F5 s : F4 F5 F4 1 i RIDe{ /P.D I No' 1768 ' � - •,; __ ®4 ..._...__ ...... _. .._ _ ®.... ...... 0 William T. Domanski 4 F4I FL 3 ❑ I i IF 225 E Harding St. A T. NOTE 7 NEW FOUNDATIONS, 1 l Orlando, FL 32806 TYPICALNEW MEZZANINE FRAMING (p) 407.601.5978, WDomanski®c6.rr.coi (BY OTHERS), TYPICAL FS 1 F5F4 F 1 I pit 61 T.O. EXISTING U] •I, j F4i I SLAB NOTE 7 MEZZ D MEZZ C EL.- a'-o" MEZZ A o - NOTE 8: NEW MEZZANINE ct AIJ C I' 1 FS ID' F5 ._. _. -F5 - - 5 , -: -_ .. A L 1 FS FS TYOPICBLSE (BY OTHERS). "d - - - F4 F 4 -F4 1� © s-a 4F41I ITYFTYP. 1A � 14 FS FS ❑ F4 {� F4 j 5 � F4 FS NOTE 7__. — A I I �" c0 ( cd to A F2 B ❑ F3 F5.3 F5.3 F5.3 F4 F5. ®�. F4 F2..�m O w FOUNDATION PLAN z 1 SCALE: 1/16" = 1'-0" w FOUNDATION PLAN NOTES: - - _ z a m� 1 REFER TO THE GENERAL NOTES FOR ADDITIONAL INFORMATION. 2 THESE CONSTRUCTION DOCUMENTS ARE FOR THE NEW FOUNDATIONS OF THE NEW MEZZANINE SYSTEMS ONLY. NO KEY PLAN: o ADDITIONAL WORK, INCLUDING MECHANICAL, ELECTRICAL AND PLUMBING (MEP), SHALL BE PERFORMED AND IS NOT PART OF THE SCOPE OF THESE DOCUMENTS ❑A INDICATES EXISTING FOUNDATION LAYOUT BASED ON EXISTING E., 3 CONTRACTOR TO VERIFY ALL DIMENSIONS. THIS INCLUDES EXISTING FIELD CONDITIONS AND NEW MEZZANINE AS -BUILT DRAWINGS. CONTRACTOR/INSTALLER TO VERIFY. z m DIMENSIONS. DIMENSIONS SHOWN ARE BASED ON EXISTING AS -BUILT DRAWINGS. o N 4 REFER TO THE SIGNED AND SEALED MEZZANINE FRAMING DRAWINGS PROVIDED BY THE DELEGATED ENGINEER, COGAN ❑ IF EXISTING MONOLITHIC FOUNDATION, OF THE SIZE SHOWN, CAN BE w a a WIRE AND METAL PRODUCTS, LTD., FOR INSTALLATION, LAYOUT AND ADDITIONAL INFORMATION. METAL MEZZANINE CONFIRMED AND UNDER THE NEW MEZZANINE COLUMN, THAN THE w y o a SYSTEMS SHALL BE SELF SUPPORTING. NEW FOUNDATION MAYBE OMITTED AND THE EXISTING FOUNDATION � z - a, _ 5 TOP OF EXISTING SLAB ELEVATION = 0'-0". THIS IS FOR REFERENCE ONLY. USED. SEE PLAN FOR LOCATIONS. F 6 F# INDICATES A SPREAD FOOTING. r' N TOP OF FOOTING ELEVATION = 0'-0", UNLESS NOTED OTHERWISE. SEE PLAN FOR LOCATION, SCHEDULE ON SHEET S-1 © WHERE NEW FOUNDATION OVERLAPS EXISTING FOUNDATION AT y N FOR SIZE AND REINFORCEMENT AND TYPICAL SECTION 1 ON SHEET S-1. ALL NEW FOUNDATION PADS SHALL BE BUILDING PERIMETER THE EXISTING FOUNDATION CAN BE o CENTERED UNDER NEW MEZZANINE COLUMNS, UNLESS NOTED OTHERWISE. AS SHOWN ON PLANS, FOUNDATIONS CAN INCORPORATED INTO THE NEW FOUNDATION. EPDXY #5 DOWELS DRA" 9Y: DRAID1c 9o.: BE SHIFTED SLIGHTLY TO ALLOW FOR INSTALLATION. (AS NOTED IN THE SCHEDULE) 5" INTO EXISTING FOUNDATION WITH W.T.D. 7 WHERE NEW INTERIOR FOUNDATIONS INTERSECT WITH EXISTING FOUNDATIONS THE AREA OF EXISTING FOUNDATION CAN 20" LAP IN NEW FOUNDATION. SEE PLAN FOR LOCATIONS. pfaR'D BY. COUNT AS PART OF THE AREA OF THE NEW FOUNDATION. EPDXY #5 DOWELS (AS NOTED IN THE SCHEDULE) 5" INTO W.T.D. EXISTING FOUNDATION WITH 20" LAP IN NEW FOUNDATION. �eeeareD eY: 8 NEW MEZZANINE COLUMN/ POST. SEE MEZZANINE CONSTRUCTION DOCUMENTS FOR LAYOUT INCLUDING OFF SET FROM'ILE C () I c 19 S=2 WALLS AND CENTERLINE OF COLUMNS. ' W- EXISTINGED 187'-0` (EXTENT OF EXISTING BUILDING, FIELD VERIFY) MEZZANINE FRAMING PLAN 1 SCALE: 1/16" = 1'-0'- FRAMING PLAN NOTES: 1 THIS FRAMING PLAN IS BEING PROVIDED TO SHOW THE APPROXIMATE LOCATION OF THE NEW MEZZANINE AS IT RELATES TO THE EXISTING BUILDING ONLY. REFER TO THE SIGNED AND SEALED MEZZANINE FRAMING DRAWINGS PROVIDED BY THE DELEGATED ENGINEER, COGAN WIRE AND METAL PRODUCTS, LTD., FOR INSTALLATION, LAYOUT AND ADDITIONAL INFORMATION. 2 SEE MEZZANINE FRAMING DRAWINGS FOR TOP OF MEZZANINE ELEVATION. 1 co In r' DM" M. Dumo N..: W.T.D. W GWD BY. S=3 APPROYPD BY: SGfE: AS NOTED William"FhoFrias' SDo�cfa�r�ki _ v ElGE23•_6Ya" tP No 6 43TA jly r EXISTING, STEEL FLORIDA P!�.Iw.:176843 FRAME, PURLINS William T. Domanski AND DECK SYSTEM _ __--- 225 E Harding St. EAVE -- `--"" Orlando, FL 32806 EL.= (p) 407.601.5978, WDamanski®cfi.rr.com 'I_: EXISTING, STEEL l i FRAME, L AND DECK SYSTEM �-1 Q� a5 EXISTING MASONRY II ii ;::5 ^. WALL II O N �I Q C) it T.- O. 2nd FLR EXISTING _K� T.O. 2nd FLR EL.10 -4" MASONRY EY L.= 10'-4" N WALLL C'd o @ w w NEW SELF -BRACED AND NEW SELF -BRACED AND O x SUPPPORTING SECOND FLOOR SUPPPORTING SECOND FLOOR Z 0. STRUCTURE BY DELEGATED STRUCTURE BY DELEGATED ENGINEER. SEE S&S ENGINEER. SEE S&S a MEZZANINE CONSTRUCTION MEZZANINE CONSTRUCTION w DOCUMENTS of of DOCUMENTS w w ip Q N N '1 ^ O w ad m QI a NEW COLUMN AND BASE PLATE. NEW COLUMN AND BASE PLATE: - F In 0 @� SEE S&S MEZZANINE Fi SEE S&S MEZZANINE w m CONSTRUCTION DOCUMENTS AND CONSTRUCTION DOCUMENTS AND SEE SECTION I ON SHEET S-1 SEE SECTION 1 ON SHEET S-1 FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. EXISTING EXISTING FILE P c FOUNDATION FOUNDATION i; r y q E- ym. ^ N SYSTEM - SYSTEM = I ' T.O. EXIST. SLAB ,I T.O. EXIST. SLAB nxam� W. DUMG No.: EL.= 0'-0" EL.= O'-O" W.T.D. - -- IBM BY: W.T.D. \�\ NEW FTG. INCORPORATED IN WITH NEW FTG. INCORPORATED IN WITH wPP�xmer: EXIST. FTG. SEE SCHEDULE & NOTES �`� EXIST. FTG. SEE SCHEDULE & NOTESS W.T.D. � SECTION 1 SECTION 2 sue° 3/8" — 1•-0" S-4 3/8,. — 1'-0.• S_q AS NOTED w EXISTING STAIRS 41 f1G7n�!lunnn� STORAGE UNITS I STORAGE UNITS I Ilel I ® ® ® ® t z W C0 Q co F— � c H I F— ♦— F— o Z Z 7 Z > Z > I > U) FE uj Ld 3 FE W W HE W C0 W c� FE W 0 F w of oa 0 0 0 0 o F (N (n V) N (n U) (n PROPOSED 0 I STAIRS 0 44" WIDE ib I 00 I ,Z e — MAXIMU1 TRAVEL DIS N TO AN EXIT = ' "— 41-8 I w o�,P. STORAGE UNITS STORAGE UNITS EXISTING STAIRS #2 SECOND FLOOR LIFE SAFETY PLAN LIFE SAFETY INFORMATION * SYMBOLS CONSTRUCTION TYPE: II B UNPROTECTED FULLY SPRINKLERED OCCUPANCY: BUSINESS B (FIRST FLOOR ONLY; ANCILLARY TO MAIN STORAGE OCCUPANCY) STORAGE S-1 (MODERATE HAZARD) AT PROPOSED SECOND FLOOR SECOND FLOOR GROSS AREA = 11,968 SQ. FT. (NEW SECOND FLOOR AREA = 8,983 SQ. FT.) OCCUPANT LOAD FACTOR = 1 PER 300 SQ. FT. TOTAL SECOND FLOOR OCCUPANCY = 40 OCCUPANTS E— — — EXIT PATH FE FIRE EXTINGUISHER BRACKET MOUNTED XXX EXIT WIDTH REQUIRED (in.) ® EXIT SIGN XXX EXIT WIDTH PROVIDED (in.) EMERGENCY LIGHTING EGRESS WIDTH, LEVEL TRAVEL : 0.2" PER OCCUPANT EGRESS WIDTH, STAIRS & RAMPS : 0.3" PER OCCUPANT PER TABLE 1016.2 — MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR GROUP S-1 OCCUPANCY= 250 FT. IN BUILDINGS EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM FIRE EXTINGUISHER SPECIFICATION BRACKET MOUNTED PORTABLE FIRE EXTINGUISHER; MULTI —PURPOSE DRY CHEMICAL TYPE UL—RATED 2—A:10—B: C, 5 LB. NOMINAL CAPACITY WITH MONOAMMONIUM PHOSPHATE —BASED DRY CHEMICAL IN ENAME EL CONTAINER; MOUNTING HEIGHT = 5'-0" TOP OF EXTINGUISHER Fl Steve Krone AIA ` architect AR 0005770 320 Oak Hill Drive steve@kronearchitect.com SEAL I' Altamonte Springs, FL 32701 (407) 461-0406 11 Dm" BY: DMMG N..: S.K. 1 FNCA'0 BY: neeDoreo ar: AS NOTED ,