EFTA02444536.pdf

OVER* NOTES A. GEIER* T. ALL CONSTRUCTION SHALL WACO* TO ThE 2003 INTERNATIONAL RESIDENTIAL CODE MISS TORE STRINGENT PiOuTPETENTS APE REWIRED IN THE FLAYS MO SPECIFICATIONS. P. THE CONTRACTOR 641444 ERE,' IN THE FIELD ALL CONDITIONS. ELEVATIONS MO °PENSIONS WON SWIPE WORK. TIE NRCHITEcr AND STRUCTURAL ENGINEER Diki BE Nora TED PMEATELY IF ME DISCREPANCIES ARE FOAM. 3. TIE CONTRK TOR SHILL PEORIA TIE ENGINEER IN SPITTING OF my DISCREPANCIES OP OMISSIONS NOTED ON THE DRAWINGS CR IN TIC SPECIFIFCAT DNS OR OF ANY VARIATIONS NEEDED IN GAWP TO CONfOri TO C00(5. TOLES AND Meng IL.6. uPON RECEIPT Of SUCH INFORMATION. TX VOW& WILL SENO WITTEN INSTRUCTIONS TO AL CONCERNED. MD Ow SMALL BE PERFORNE0 IN A MEND AS DIRECTED BY THE ENGINEER. ANY SUN DISCREPANCY, OMISSION. VARIATION NOT REPORTED. SHALL DE Pe RESPCNSMIL1Tr OF THE CONTRACTOR. 4. NE CONTRACT COCLATENTS REPRESENT TIE FINISH STMEILME. THEY Do NOT INDICATE NETT OD OF CONSTRUCTION. 5 IT SHALL Bf TIE RESOVSIBILL llr OF NE CONTRACTOR TO NOME 11140CPAR, BRACES. SHORES NO GUTS. PER£NER NECESSITY, To suPPoRT ALL LOADS TO ANKH nor srwvcrowe MAY BE MEC TED WINING CONSTUCT ION. INCLUOING ERECTION MOWN! MO ITS OPERATION. THIS TENOOPART RAPPORT SYSTEM SIMLA HOLD ALL ELEMENTS MD HEAVERS IN NEN FINAL Aomori Wilt TOTALLY NotT FITiour CONNECTED TO IN POINANENT BRACING ELEMENTS. 6. TIE !)RICA NOTES ATO GUARS SHALL SPEY IN AU CASES (MESS SPECIFIC RETAILS OCCUR ELSETACRE /ERE W ££TAIL TS SHOwN. CONSTRUCT/ON WILL BE AS FOR SPANS YORK. T. REQUIRED INSPECTIONS BY VIRGIN MAWS DEPARTHL-Ta Or /CAWING NO NATURE RESOWCES OUTLOING DEPARTMENT/: a. FOLOOtrItte b. CONCRETE T. MASEPOr EX CONCRETE: 1. CONCRETE WORW SHALL BE IN ACCORDANCE WITH AMERicAv Lunn INSTIITUT£ (AC/I WRONG CORE R£WIR£MN15 FOR REINFOR[£0 CONCRETE (ACT JO- LATEST REFSIONT. 2. CONCRETE SHALL HAW A MIN/KIN COAERESSAT STRENGTH Nero 28 DAIS EWA TO OR GREATER THNI 3.000 PSI. 3. CONTIKOLIS INSPECTION REWIRED FOR ALL CONCRETE. INSPECTION BY WILDING INSPECTOR REWIRED FOR PLEVEN, OF NINO:XING STEEL PRIOR TO HALING CONCRETE. CONTITATOuS INSPECTION IS NOT REOLUTTE0 WPM NEM CONCRETE OF TN REINFORCING. 4. ALL CONCRETE WALL N NON,* EIGHT 045 PCF I MESS NOTED AS LIGHTWEIGHT CONCRETE. 5. pommy CEMENT: AST/ CT50, TIRE I OR TYPE II. LOW ALKALI. 6. CONCRETE AGGEGATE WALL [WONT to Amp co WITW THE FOLLOWING NO LINITATIONS t. FOOT PCS NO SLABS ON GRADE. I TO f-if4 1/04 MI/NW. 0. WILLS NC STRUCTURE. SLABS, 3/4 INCH NAKINLIN. 7. CONCRETE SIRENS& NU DESIGN SHALL N DONNENYED BY HEW OR EXISTING TEST REPORTS FORM APPROPEO LICENSED TESTING LABORATORIES PRIOR TO BATWING. 8. DPOSED CONCRETE FORKING AV FINISH SHILL BE AS NOTED ON ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL °RATINGSFOR (ETA/LS. 9. PROTECT PE CORNERS OF BEAMS. COLLAR'S. (CT. SHALL BE roof° WITH 3/4 NEN O*4W(9. UNLESS MOWS( DETAILED. O. EONS FOR CONCRETE SHALL BE LAID Ov7 AW CONSIOUCIED TO PROVIDE THE SPECIFIED CANTERS SCORN ON THE DRAWINGS. IN. SHORING oF SravCrunt SLATE, a. ALL SHORING MO RESTORING SHALL BE GONE IN ACCORDANCE vim ACT STATOR° RECOMWPICEO PRACTICE FOR CONCRETE FORNAVRN 317). 6. DLE NuTEREONRcENT smog Ito AND FERNS SHALL REMAIN IN PLACE FOP TA DAYS MIN/M61. SNORING Mir X NOTICE° 10 50 Recto AFTER 74 Dos. PROvIOED (cncwt rE STRENGTH EWES AI LEAST 75 PERCENT OF DESIGN STRENGTH c. RESTORES SHALL NOT N REMOVED IF CONCRETE STRENGTH DOES WI NEU SPECIFIED STRENGTH Al 28011$. e. MALY PLACED SLABS Stun TOT BE USED 10 SuPPORr SAO AWE (Pak TIC LOWER SLAB HAS CIAPED FOR 5 OATS. ANNITRoi. SHORING TO SUPPORT CANER LEVEL SLAB MAY BE PLACED WITHIN TIE 5 041*CuRTIO PERO°. C. MASONRY. T. CONCRETE &OCX MASONRY DOTS, NON OW. will ANA SINNOTT FN • f907 P51. NEDRA* TEEN?. MASONRY alas MO FACE TEXTURE AS NOTED ON ARCHITECTURAL DRAWINGS. DESIGY SIKNGNI Ca • that PSI. 2. *Ear wit SHALL NNE KEN NM FOR NO? LESS 'HA 20 DAIS MO PAL BE CLINATIZED TO SITE BEFORE PLACED IN GUILONG. S. CON! !Nevi INSPECTION 15 REWIRED. MESS NOTED OTHERWISE. FOR: a. AREPARAI ION MO FORMING Or WALE PRISES. 0. SWUNG AO PLACING CT MASONRY UNITS. F. PLACEMENT OF REIWORCEIENT. e. GROAN SPACE 114NEDIATar PRIOR TO CLOSING OF CL£NCUIS AW WRING ALL GROOM OPERATIONS. 4. ALL MORTAR ASV GROvl SHALL NNE A TAIWAN, 28 OATS CONewASSIvE STRENGTH (04./4 TO NYCO PSI NO 2009 PSI. REsRett TWAY. IONIA IRKS NOM USED SPIEL RE PER wan WPM RECONNEWATIOV AD WITH APPROVE Or TIE WILDING °CFTC*. 5. PORTLAND C£/ENT AVM 0150. TIP( II. LOW ALKALI. 6. MORTAR NIX 113 WITH 114 POI LINE SVITY. TYPE S. 7. GROUT NIX III WITH 2 PARTS PEA GRAVEL. 8. GROUT REOUIPOENTS: a. ow' NIX SHILL 6E IN ACCORDANCE WITH WC STANDARDS. 9. GROUT ALL CELLS. (MESS OTHERWISE NOTED. N. USE BOTO BEAN WITS AT HORIZONTAL RETAROXING. TT. LOCATE PEETA95 ABOUT CENTERLINE OF MASONRY WALL LAWLESS DETAILED OTHERWISE. 72. ALL WALLS SHALL ES CONSTATIED1/51M ft? RONNE BAD BETWEEN MASONRY. MESS OTHERWISE WED. 13 ALL WOOD PLATES TO EE BATED TO THE TOP Dr ATASOWRY WALLS SHALL 61 SET ON A NORTAR BED, TO PROVIDE WINO. BEARING. D. REINFORCING STEEL FOR CONCRETE ANO MASONRY: I. REINFORCITTO BEV AVIA A615. CAVE 60. An REINFORCING STEEL THAI 15 TO BE WOO SHALL CONFORM TO ASTM AIDS. LINES OTHERWISE NOM ON PLANS. 2. WACO AVE rale: ASIR Ar85. 3. WELDING £LECTRCCES: AwS 01.1. CLASS (99. LOW NOROGEN. 4. HINITAIN SPLICE LEAGTHS. UNLESS Of TAILED OTHERWISE' S. CONCRETE SEE SCHEELE( ON DRAWING. 6. MASONRY SEE 504EDULE ON DRAWING. C. Kraal WIRE FABRIC SHALL BE SPLICED WITH A MINIMA LAP OF 12 INCHES. 5. NINTPAN CLEARANCE BETWEEN REINFORCING MO FACE OF CONCRETE SHALL HE AS FOLLOWS NACOS SNOW OTTEPTITSEP a. CONCRETE Walt CANOE /CAST MANZI WILT E 3' O. CONCRETE BELOW GRADE IFOMEIN • 2' C. CONCRETE WAILS EXPOSED TO WEATHER • T-1/2" 0 CONCRETE WALLS. INTERIOR WALLS • 314' e. CONCRETE SLAB ISTRuCTUR*) • 3/4* T CONCRETE BEAMS •SeC Ca4Ptis5 6. SR ICES IN COLONS ANO BEANS SHALL OCCUR Oft E MERE DETAILED. SPLICES IN CONTIMATLIS GRADE BEAMS SHILL OCCUR AT I/3 SPAY. CONTACT STRUCTURAL ENGINEER IF CLARIFICATION IS HEELED. 7. SR ICES IN HORIZONTAL WALL REINFORCE/ENT SHALL BE STERGOE0 3*-0' NINIAto4 FROM SLICE CENTERLINE. WV( WILLS HAVE TWO LAIERS OF ITEPRORCING. SPLICES SHALL NOT OCCLIR 11/ THE SUE LOCATION. 8. ALL REPROREING WALL a ACCURATELY REAM AD ATEOLIATELr SWOTTED BEFORE CONCRETE IS HK£D MD SHALL ETE MCLR£D AGAINST DISAACENENT MINN PERMITTED TOLERANCE. ['ENTREE FOR REBA SHALL BE SOW/ (N DETAIL OR CALLED IN NOTES. TOLERATE SHALL BE AS PER El 378. D. PROOCE SLEEVES FOR PLOWING AV ELECTRICAL OPENINGS IN THE CONCRETE AEI. RS BEFORE PLACING CONCRETE. DO NOT Cur ANY REINFORCING !NEN NAY CONFLICT. CORING IN CONCRETE IS NOT Tamil TED EXCEPT *NET* SvOwN ON DRAWINGS DR APPROTO3 Br THE STRUCTURE ENGINEER. E. NCINGIMIN GROUT DR OPYPACH. I. ItTePSNRIAN GROUT OP DRIPACIt 91All. CONSIST OF A PRENI*0 NON44-TALL IC FOARA.A. 2. NINP4of FORME. R£WIRENLNFS. S. TOD SHRINKAGE AFTER PLACEMENT. 6. NO ExPANSION AFTER SET (45TH C.617). C. NIT* SET UP TINE NOT LESS !NAY A.5 NIWT£S /45TH C-191I1. R, ME 0/V COMPRESSIDE STRENGTH • X00 PSI IASIT4 C-1091. I. FC AT 28 DOS • 5CW PSI. F. LuTNER, 1. ALL LOWER SHALL BE SOUTHERN FELLOW PPE. GRACE Ttr - PRESSURE TREATED. (MESS OTTEROSE NOTED. 2. EL PAWING 1.144.SfR SHALL BE VS. Laal? OESlav BASSO GN ANSIAM5PA WS 7991 1/411044 X510•157MDAROS. 3. PLYWOOD SHEATHING - PRESSURE TREATED IU.S. PSI-831 WITH EXTERIOR GLUE MO 404 RATED. 4. ALL NAILING SHILL EC IN ACCORDANCE wITH IBC PEOUIRKENTS Info NOM OTHERWISE ON THE DRAWINGS. USE COMO, MIRE NAILS. NAILING OF ROOF. FLOOR MV PEARVALL SHEATHING SHALL BE INSPECTED AND APPROVED 8r THE BUILDING DEPARTMENT BEFORE COXERAG.LISEOPIL Y ACV APPROVED CONNECTORS S. BOLTS SHALL COMPLY WI/H 45TH A-307. BOLT HOLES IN AVON SHALL BE T/T6 1404 HAMA OvERVIE. ALL 801.1 HEAD ANOINTS BEARING ON NOW SHALL NAVE STEEL WASIERS. 6. NO LENGTH Of SPLIT IN TEPETER SHALL EXCEED THE WIDTH Of ore TENOR FACE. 7. CONNECTOR CERA:NATIONS REFER TO STRONGTIE CCORECTOPS or SPESON CONPAVY. ALL COMECTORS 70 BE INSTALLED ACCOROPE 10 NALFACTURER 5 INSTRUCTIONS. 8. ANY HOLE THROUGH STRUCTURAL WEBERS FOR POTS OR Wall SHALL BE VERIFIED WITH THE STRUCTURAL ENGINEER. 9. NAIL ALL 24 DONS£ JOIST WITH 164 NAILS AT 9 INCH ON CENTER. STAGGERED. 10. ATOVID£ DOTAL( .1015! ATER ALL PARALLEL PARTITIONS. It. FOR SIZE MO LOCATION OF ROOF. FLOOR AO WALL OPENINGS. SEE ARONTECTURAL. IECHN/ICAL MO ELECTRIC* MOW FRAN( ALL FOR Siva OF OPENING WITH ACEOUATE TENCEPS MO CONVECTORS. NOME DOUBLE SILOS uWFR ALE KM ENDS mess NOTED OTHERWISE MO CARRY STUDS 00t01 TO FOLAWATION. G. STRUCTURAL STEEL' T. ALL AWN IN COFORMANC£ WITH THE NAVAL OF STEEL LOWIRUCTION RN EDITION BY THE ANPICAN MIME OF STEEL awsracriosi I4501. P. MURIA: ALL STEEL HEWERS TO BC AVM 4992. HINMAN YEW STRESS Of SO PSI LACESS OTHERWISE NOTED. 3. CONNECTIONS, BOLTS To LE AVM A925 SC CLASS 'A' BOLTS MESS OTHERTilsE NOTED. ALL PROYISIOM OF TIE AMERICAN WELDING SOCIETY STRUCTURAL HEWING CODE - STEEL TAWS Dr. N/ NFL TO RORK. USE Ergo ETECTROCES FOR WELDING. A. CONTRACTOR TO Stesill SHOP DRAWINGS TO ENGINEER FOR PE YEN M0 LIMITED ACCEPTANCE FRIO JO MY FABRICATION OR ERECTION. 5. ALL BASE PLATES TO HAVE A ATINIMAT OF 1.7/2 NOT OF NON.SINITE PORT COMPLETELT INSTALLED. 6. CONTITEOLE INSPECTION REWIRED FOR ALL STEEL 1O N. INSPECTION Br WHO/NO INSPECTOR REOvIRED FOR RACETENT OF STEEL. DESIGN LCAGG per ASEE7-0S vortical Deign Lon: floor Is. Load = MOO Roof U.4. Load • 30 per (AM boots) bm SEL'20.0 MISSILE IMPACT CRITERIA VIa CbTM EI9i6 - mit% *AI C 12,4 • %tot The 040604 enolepe IMP be clewed to ..ISsIencl large nntM Pmpoct rosdlog Iron 9 pars 2,4 teepee"; et 50 FF5 TN ectidetweket. &an • ,.1 lomots Leered sea lead Load Cocltioss: And Prom,* COMFERENTS 6 CU,COM 015CE7.05c TOTES: I. boxy. peewit. rare[ deoclon Ae to entocot tsp. fectom Mater% V, , tepretem frevemel gross roles 2. Wr.3 Door Cntore: el lend Speed 145 mph (3 WPC gal) DI IMPOI1061444.4 Facto. I64) CI ued Drechowtoty Fm(e. • 085 dl E•pooaro • C .0 Darer meg‘i • 30 fl Ornestge e - gl OPes Reef penue• nctidei we) prosswo4 rem 4 feel of 444:440t64 MAIN ROOF - CSC PRESSURES - PSF PRESSURE C 1CGE W 505r >I0X, 49705F MK 0FIELD 41 -56 40 -53 .47 -49 .46 -46 .51 .50 .47 .46 CD EKE -65 .63 -58 -56 -51 .50 .47 .46 SCC4thER 65 43 .56 .50 WALLS - CSC PRESSURES - PSF -56 .SS -5I " 8 0 FIELD -60 .58 .56 .51 .46 (E) EDGE -56 -53 •5I -46 -41 -46 PORCH ROO (OPEN) - ESC PRESSURES - PSI .98 .94 .90 .84 0 FIELD -10T 106 .% .89 -98 -94 -90 -84 O EDGE 1,1 -IZ9 '112 .400 CS CORNER -98 -131 .94 -124 -90 112 -841 '100 THE asl0tKl1 GROUP. PC ARCHITECTS& FENDERS 2200 ESTATE STAN3I ST. THCANS. USVI 0)302 PH 340.774.000S KITCHEN RENOVATION LITTLE ST.JAMES U.S. VIRGIN ISLANDS REVISIONS GRAMMY: O.C. CHECICED BE cisOCH SCALE NOT TO SOLE DATE: JOB NO. 200821 SHEET: G1.01 EFTA_R1_0 1521442 EFTA02444536