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* - * - DADE CITY S 001 REV 3 PDF PAGE 1 - 1/24/2008 10:28:48 AM
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<br />! . 1115 PROJEC ` ALL MF" AL REQ PFMFNT O, THE CITY OF DADE CITY. F,ORIDA AND THE 2004 REINFORCING STEEL STRLJCTL''AL W0 1i; cH F` i,ll F LLJ F cNi o N
<br />FLG°.IDP, BUILDING CODE,
<br />. BARS SHALL BE ASTM AG 15, GRADE GO. I . 'J/OOD FRAMING -;�Lr : OMPL1 WITH THE SOUTHERN FINE INSPECTION BUREAU, OR SHALL OONFOKM
<br />_. iNE GENERAL CONTRACT R SMALL VERIFY THE SIZE AND LOCATION OF ALL A( CHITECTURAL, 2. DETAIL FABRICATE. AND PLACE IN CONFORMANCE WITH ACI 3 15 AND 3 18. T 7
<br />tv1FCHANICAI . PLUI`: Bf1JG. A,ND FLECTPIC AL OPENINGS (COORDINATE WITH APPLICABLE TRADES). THE Q SPECIFICATIC A PIJE_ - D BY THE WESTERN WOODS PRODUCTS ASSOCIATION. v r
<br />3. LAP CONTINUOUS BARS 40 BAR DIAMETERS (U.N.O. ON DRAWINGS. 2. WOOD FRAMING 2 INc HES 4 CH F5 AND LARGER SHALL BE NO. 2 S. OUTHERN PINE, NO2 DOUGLAS
<br />CGr1TRACI OK SHALL PRGVIDF. FO AL- O'ENINGS. WHETHER SHOWN ON THE STRUCTURAL DRAWINGS v ° s
<br />r 4. PROVIDE ACCESSORIES FOR SUPPORT OF ALL REINFORCING. P,R LARCH. OR EQUI`/ALENJT (u Iv ').). Cz _ � � u �
<br />GR JOT. AL, ( DEViA Oh KJ .�i`E I I,,G 5 S10b,VN ON THE 5TKUCTURAL DRAWINGS SHALL BE LU N mIj
<br />5. SUBMIT SHOP DRAWINGS SHOWING ALL REINFORCING FOR APPROVAL BY THE STRUCTURAL ENGINEER OF 3. WOOD COLUMNS G iIl HES X ':C-IE5 AND LARGER SHALL BE NO. I SOUTHERN FINE, NO. I DOUGLAS 6 @
<br />BRCUC=HT TO -HE E IGirJErK'S AT- O\I FOR APPROVAL PRIOR TO CONSTRUCTION. „ w T
<br />THE GENERAL CONTRACTOr� SHALL VERIFY ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS RECORD. FIR LARC.'. OR EQU,VALEi<T. -
<br />L G. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 4. ALL EXPOSED WOOD R^FTER.`_ %tiD COLUMNS SHALL BE "SELECT' GRADE AS DESCRIBED IN AITC. @ o N
<br />WITH THE ARCHITECTURAL DRAA/ING5 BEFORE CONSTRUCTION AND NOTIFY THE ARCHITECT OF ANY MINIMUM P E : p o o
<br />5. ALL PLATES IN CONTACT WTH C'_,NCRETE SHALL BE PRESSURE TREATE-L) FOR MOISTURE PROTECTION. U o
<br />D15CP.EPANCIES OR INCOk.SI5TENC!ES BEFORE PROCEEDIDNG WITH THE VW'ORK. E 73
<br />COVER, IN. G. ENGINEERED WOOD J015TS: m L
<br />4. COMPLETE SHOP DRAWII GS AS REOU!RED FOR THE STRUCTURAL WORK SHALL BE 5U13MITTED TO THE (A) CONCRETE CAST AGAINST AND A. 51ZE5 AND DESIGI lAFICN AKE BASED QN PUBLISHED ' TRU5 JOIST" MEMBERS AS �
<br />ENGIPJEER FOR REVIEW PKIOR TO COMMENCEMENT OF CONSTRUCTION IN ACCORDANCE WITH THE PERMANENTLY EXPOSED TO EARTH 3 r F @ v
<br />SPECIFICATIONS. SUCH REVIEW BY THE ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF FULL MANUFACTURED BY P __ ,. 1 �1 . ° m U I
<br />Pf5PON515ILITY FOR CORRECT FABRICATION AND CONSTRUCTION OF THE WORK. ALLOW TEN (1 0) B. OTHER WOOD MEMBER` WILT_ BE PERMITTED WHERE LOAD CAPACITIES ARE EQUIVALENT AND
<br />BUSINESS DAYS FOR REV Eh✓ `F'.Oi J THE TIME SUBMITTALS ARE RECEIVED IN OUR OFFICE. (D) CONCRETE EXPOSED TO EARTH OR WEATHER: SUBSTANTIATED BY FURL -`D LOAD TABLES.
<br />r #G THROUGH # 18 BARS 2 7. PRE-FABR_t1 ICATED MET �.L PLAT '.z/OOD TRUSSES. U
<br />5. AlJY DEV,ATION : FROM. A.DDI-IJI TC , 51-,55 � I !_ UT!ON FOR, OR MODIFICATION TO THE STRUCTURE OR #5 BAR. W3 I OR D3 I WIRE, AND SMALLER 1 - 1/2 A. TRUSS FABRICATi`, � I AND !-,jTALLATION SHALL COMPLY WITH THE FOLLOWING STANDARDS: �
<br />K Ally PAKT OF THE TKUC URE DF AILED ON THESE DRAWINGS SHALL BE SUBMITTED IN WRITING TO r
<br />THE ffN&NEER FOR PEV . SHGP DK,.A` SINGS THAT ARE SUBMITTED FOR REVIEW DO NOT I . ANSI/TP! I " NA ONAI "DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS
<br />CONS i ITU-E '`IN A�RI ' iPJG UNLESS I I :5 CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONSTRUCT' , J' . �
<br />CONTACT WITH GROUND: 2. TPI HID "COMM ENTAR' AND RECOMMENDATIONS FOR HANDLING INSTALLING $ BRACING
<br />SUGGE5TED. SLABS, WALLS, JOISTS:
<br />G. THE STRUCTURAL DRAWINGS ARE NOT TO BE 5CA_ED FOR DETERMINATION OF QUANTITIES, LENGTHS. METAL PLATE CONNECTED WOOD TRUSSES'. _
<br /># 14 AND # 8 BARS I - /2 OK FIT OF ivIATERIAL.S. 3. TPI D5B-FCCOMME; L,,ED DE51GN SPECIFICATION FOR TEMPORARY BRACING OF METAL 73
<br /># I I BAR AND SMALLER 3/4 PLATE CONNECTED V�C'OD TRUSSES'. -
<br />7, THE 5TPLUCTUKAL DRAWINGS AND 5PECIFiCATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO BEAMS, COLUMNS: D. TRUSSES SHALL BE DE5IGNL:D FOR THE FOLLOWING LOADS: 7)
<br />NOT INDICATE THE NIETI-IODS OF COIH5TPUCTION UNLESS 50 STATED OR NOI-ED. THE CONTRACTOR PRIMARY REINFORCEMENT, TIES, 5TIRRUP5, 1 - 1/2 CD
<br />5HALL PROVIDE ALL MEASURES rJECE55AKY TO PROTECT THE WORKMEN ANd OTHER PERSONS TOP CHORD: LIVE LOAD = 20 PSF
<br />J DURING CONSTRUCTION. SPIRALS
<br />DEAD LOAD = 10 PSF �
<br />2 BOTTOM CHORD: ILL!,-- LOAD = 0 C6
<br />DEAD LOAD = 10 PSF _U
<br />REFEKENC' :T JUF FLAA FOR ADDITIONAL MECHANICAL EQUIPMENT LOADS (AS REQUIRED).s-
<br />SPEC'AL IPJSPECTIOLJ a. REQUIRED -I,,'_ =ER DESIGN LOADS. z
<br />ALL BUSS-TO-TRUW" ::ONNFCTOR5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER. O E z
<br />THE FOLLOWING ITE115 PEQUIRE SFECIA'- IPJSPECTICIJ:SPECIFIEDN O E
<br />TRU55-TO-FRAMM1' CCA1r.; _ TORS SHALL BE BY THE ENGINEER OF RECORD, UNLESS Z Q m o
<br />SFE(";IFICALL' FD. y (�D `0 0
<br />SUBGR ,DE PREFA A.TIOi AP'D FOUiJDATIOiV BEARING. CONCRETE MASONRY UNITS F �. n m 6
<br />D. ABRICATOR 1,,L L,BPAI HOP DRAWINGS SHOWING LAYOUT OF MEMBERS, BRIDGING,-
<br />2. REINFORCED COLvr KETE OVER. 2500 F 51. I . CONCRETE MASONRY UNITS SHALL CONFORM TO A5TP•," C90. TYPE 1 WITH COMPRE55IVE5E.E'JGT' N �
<br />BRACING. ERE,TION DET 3. TRU55 PENS LKATIONS. AND DESIGN CALCULATIONS SEALED BY A w 1�
<br />3, REINJ1 CFC N:`- STEEL. (f'm) OF I ,500 P.S.I. REGISTERED ENGINEER iFLOF IAA). m
<br />4. FItLD V✓ELD'r,IG. 2. GROUT FOR CONCRETE MASONRY SHALL HAVE A MINIMUM COMPRESSIVE 5TRENG7H OF 2.500 F.5.1 m o
<br />8. ROOF DECK.
<br />5. EPDX' ANCHOR B0:-T INSTALLATION. (AS REQUIRED). A, Af_L ROOF DECK SHALL BE r-f A RATED CDX EXTERIOR PLYWOOD OR ORIENTED STRAND BOARD.
<br />G. D!APHRAGIM NAILING AND ATTACHMENT, 3. MORTAR SHALL BE TYPE M OR 5. (AS REQUIRED). E, R0017 SHEATHING 5HA'_!- BE 1 9/32 INCH THICK MINIMUM (3G/24) U.N.O.
<br />4. REINFORCING IN MASONRY WALLS SHALL BE GRADE GO, ASTM AG 15 (A5 REQUIRED). C. 5T ",GGER ENDS OF SHEET
<br />5. TYPICAL REINFORCING (AS REQUIRED): D. PROVIDE BLOC iJG T EDG 5 OF ALL ROOF SHEENS. SEAL
<br />DESIGN IOA.D5 5, 1. VERTICAL- REF. PLAN FOR SIZE AND SPACING
<br />5.2. HORIZONTAL - #9 WIRE IN DUR-O-WALL (LADUR TRUSS TYPE) OR APPROVED EQUAL AT I G" O.C. IN F. NAIL EDGES OF POOP SHFF'S AT G IN. O.C. MAXIMUM (U.N.O.).
<br />MASONRY WALLS, EXCEPT AT 8" O.C. FOR WALL BELOW GRADE OR STACK BOND WAI L5 (U.N.O. ON F. NAIL FACES Ur �;G(.' `f: SAT 12 liv'. U.C. MAXIMUM.RUC _U.'F LOAD 20 PSF. i n gr
<br />N PCGff DEAD LOAD 20 P.5.ff. DRAWINGS). SE .AINIMU 0 NAILS U.N.O.). h
<br />V✓AL
<br />3. FIOOK: LIVE LOAD 100 P.S.F. G. MATERIALS AND WORKMANSHIP SHALL CONFORM TO DESIGN REQUIREMENTS t3A5ED UPON . 1'E A. LED CDX EXTERIOR PLYWOOD OR ORIENTED STRAND
<br />"--ATHING
<br />PA
<br />4. FLOOR', DEAD '_CAD 20 ?.5.P. AMERICAN CONCRETE INSTITUTES "BUILDING CODE REQUIREMENTS FOR MP.SC! <" 5T Rt KU A 15'0.
<br />ALL 5HE ABA
<br />S. +�,/IND LOAD BASED OLJ O'v1F`i N/IND (EXP. C) F ALL SHEATr,rv', : 5,",2 1_,r,, 1IC K MINIf' 1Pvi (3G/24) U.N.O.
<br />BUILDITIG CATEGORY C:. `:ETA "GER ENU5 C
<br />ROOF UPLIFT 29.9 P.S.F. (NET) D. FRCV�DE. BLOCKIN' AF E ULALL WALL SHEETS. SEAL
<br />HORIZCI\iTAL PRESSUF'.E 32.2 F.5.F. E JAII LDGE5 OF WAL- H`:. 41 C lP: C. MAXIMUM.
<br />G. COMPONENT AND CLADD�IJG LOADS FOR DOORS AND WINDOWS:
<br />DRILLED AND EPDXIED ANCHOR BOLTS/REBAR NA l_ ACES OF WP 5 iF_L N. O.C. iv1AXIMUNI.
<br />C %: NE 4: +2G.4F.S.F. �f MINIMU1.' dA11-5 (U.N.O.). G
<br />28.G F.5.F. l F(11 OR5 5r E AS a J URED C'Y THE SIMI 50N CO. OR APPROVED EQUAL.
<br />ALL DRILLED AND EPDXIED ANCHOR BOLTS PLACED IN CONCRETE OR GROUTED ON�RET- BI OCK SHAL.. 0. CONN
<br />ZONE 5: L 2G.4 P.S.F. L.ONNLC-.OR5 U ,_. 'W T' : PKE` Ji Pr TF'EATED !_ 'SABER OR IN UNCONDITIONED SPACE, SHALL HAVE THE
<br />35.2 P.S.F. BE HILT[, HAS THREADED RODS WITH HIT HY 1 50 AD,-lE51VE SYSTEM OR APPRCVEL' EQUAL (!"'- , U.N.o.)
<br />CBO ER-5I93. ZPaAX (G 185) COH��I'=
<br />FOI_JNDATION DESIGN AND SITE FOR BUILDING
<br />2. ALL DRILLED AND EPDXIED ANCHOR BOLTS PLACED IN HOLLOW CONCRETE BLOCK 5H-' r BF H HAS I ivA 0";G. !NLE55 5E iALL :•c PE;, TEt- 2004 fLOKIDA BUILDING CODE.
<br />THREADED RODS WITH HIT HY 20 ADHESIVE SYSTEM AND H1T-5 SCREEN TUBES C,1 AF i 0`/FJ t ,)U;,L
<br />T 15 INIPERATI'VE THAT THE ACTUAL BEARING GRADE BE CHECKED IN THE FIE11D DURING CONSTRUCTION (TYP.. U.N.O.) CBO ER-481 5.
<br />BY A SOILS CONSULTANT TO EP15URE THAT THE FOUNDATION SYSTEM 15 SUPPORTED BY SUITABLE 3. ALL DRILLED AND EPDXIED REBAR PLACED IN CONCRETE 5HALI- UTILIZE THE t1iLT H 11Y 15. A':?HE51-F
<br />BEARING SOILS AND WILL PERFORM IN ACCORDANCE WITH THE ASSUMED CONDITIONS. SYSTEM OR APPROVED EQUAL (TYP., U.N.O.) ICBO ER-5 193.
<br />4. :DEBAR D - ME?�RS AND F
<br />2. FOUNDATION DESIGN AND SITED/ORK. SHALL BE VERIFIED PRIOR 10 PLACEMENT OF CONCRETE. A INSTALL ACCORDING TO MANUFACTURERS 5PECIPICATION5. THREADED KCD AND
<br />WRITTEN VERIFICATION SIGNED AND SEALED BY A GEOTECHNICAL ENGINEER SHALL BE SUBMITTED TO EMBEDMENT LENGTHS SHALL BE AS NOTED ON DRAWINGS,
<br />THE STRUCTURAL ENGINEER OF RECORD STATING THAT THE BEARING ELEVATIONS EXF05ED AFTER
<br />SITE STRIPPING HAVE BEffN IN.5FECTED AND ARE ADEQUATE TO SUPPORT A MINIMUM OF 2000 P.S.F. Z
<br />(ALLOWABLE SOIL BEARING CAPACITY) AND THE SOILS SUPPORTING THE aLAB-ON-GRADE ARE Q
<br />ADEQUATE TO MINIMIZE DIFFERENTIAL MOVEMENT TO LE55 THAN 112" AND TOTAL MOVEMENT TO ro
<br />LE55 THAN I
<br />3. REMOVE ALL VEGETATIONI AND DEBRIS. INCLUDING PAVEMENTS. SIDEWALKS, BUILDING FOUNDATIONS, STRUCTURAL STEEL _ a
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<br />E AND ABANDONED UTILITIES. E Z 0
<br />4. R-MOVE ORGANIC SOIL TO A DEPT H OF + G INCHES- I . SHAPES AND PLATES SHALL BE A5TM A3G, U.N.O.
<br />5. FROOFROLL THE EXPOSED 51JEGKADE TO DETECT SOFT OR YIELDING SOILS. REMOVE ANY SOFT OR 2. WIDE FLANGE SHAPES SHALL BE A5TM A992, GRADE 50.
<br />YIELDING 50115. SCAR FY. MOISTURE CONDITION AND KECOMFACT IN ACCORDANCE WITH ASTM 3. ANCHOR BOLTS SHALL BE ASTM A307, TYPICAL_, U.N.O.
<br />D G98. 4. TUBE STEEL SHALL BE A5TM A500, GRADE B. 1 y�
<br />G. SOILS EXCAVATED FROM THE 51TE THAT ARE FREE OF DELETERIOUS MATERIALS MAY BE USED AS FILL. 5. BOLTS SHALL BE A5TM A325, 3/4" DIA. (MIN.), U.N.O. REVIEW DATE l (f
<br />7. RAISE EXCAVATIONS AND LOW AREAS WITH COMPACTED FILL (ASTM D-G9(5), G. WELDING ELECTRODES SHALL BE SERIES E7C. CITY OF Z � �YRHI I .LS
<br />8. 5TRUC I ORAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY 7. PERFORM WELDING IN ACCORDANCE WITH THE AMERICAN WELDING 50CI[T',`5 ",WS D I. I "STRUCTURAL 2 t-r
<br />A5TM D-G98, THE IN -PLACE M015TUFE CONTENT FOR COHE51VE 501LS ,5HALL NOT VARY BY MORE WELDING CODE". PLANS"��
<br />D THAN - I % TO +3% AND GRANULAR SOIL +3% OF THE OPTIMUM MOISTURE CONTENT. 8. SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF MEMBERS.. BRIDGING, BRACING AND EKECTION DETAILS. D
<br />9. FOUNDATION DESIGN IS BASED ON AN .ALLOWA[3LE BEARING PRESSURE OF 2,000 P.S.F. AT MINIMUM 9. SHOP PAINT: REFER TO SPECIFICATIONS.
<br />12 * ',NTO SUITABLE EY15TIIvJG SOILS, MINIMUM CONTINUOUS FOOTING'JVIDTH 15 1 G INCHES. MINIMUM
<br />FOOTING DEPTH 15 ! 8" BELOW GP -ADS.
<br />' 0. PROVIDE POSITIVE DRA11]/\GE AU✓AY FROM EXCAVATIONS 50 AS NOT TO ALLOW STANDING WATER r
<br />'OF, LONG PERIODS OF T'�nIE ALL SHALL COS p- yWITHALL
<br />I. BACKFILL AND COMPACT U TUT'/ TRENCi-1E5 AS DESCRIBED ABOVE.
<br />2. PERFORM ALL 51TEWORK U!NDEK THE DIRECT SUPERVISION OF A GEOTECHNICAL ENGINEER "PREVAILING CODS, FLORIDABUILD'''� J � m a
<br />c r -- CODE, NATIO%AR ELECTRIC 0 Di'4ANCET s c o
<br />CON RE1C CY-YOFZF'�HY c � 1 S - °
<br />Wd
<br />I . ALL CONCRETE SHALL BE NORMAL wVEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I.
<br />AT 28 DAYS. (U.N.O.). O
<br />2. MINIMUM CEMENT CONTENT SHALL BE 5 5ACK,5 PER CUBIC YARD.
<br />3. MAXIMUM SLUMP 5HALL BE 5 IN.. U.H.o.
<br />4. MATERIALS AND 0,/OPMAN5HIP SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES 155UE DATE
<br />*SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING5", ACI 301.
<br />5. B DO NOT USE CALCIUM C-ILORIDE.
<br />B
<br />n. CONCRETE TEST REPORT; =;HALL BE MADE AVAILABLE AT THE JOB SITE.
<br />DRAWN BY: M. TURNER
<br />CIECKED BY: M. TURNER
<br />PROJECT#:
<br />050-07-4570
<br />6� IMFORTAIN i ' E SHEET TITLE:
<br />_ onald A
<br />�J 1-15 'I1E RE P IV IBILITI' Of L F C r`i F•`VIEW AND 1420 W. Mockingbird Lane, SuitaSao TRUCTURAL NOTES
<br />KE`tRENCESTRUCTURAL'NOTF>;r- FOF. '' bens Dallas Texas 76247 cJfIEEr:
<br />IP: F'OR. ANl INFORMA-! iN nI` --f PAKAI'ON `OR ALL. Phone. (214) 637-6299 Fax: (214) 637-6997
<br />`DO ING5/FOUNDA IC.' . � ,._ =,Nr ��GN RF E 15ttp_:wwwrara.net 5_00 1
<br />-. Associates, Inc-McKAbAED ,AND POURED cons"u"gEng-rs
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