EFTA02444536.pdf

THE asl0tKl1GROUP. PC ARCHITECTS& FENDERS 2200 ESTATE STAN3I ST. THCANS. USVI 0)302 PH 340.774.000S OVER* NOTES A. GEIER* C. MASONRY. T. ALL CONSTRUCTION SHALL WACO* TO ThE 2003 INTERNATIONAL T. CONCRETE &OCX MASONRY DOTS, NON OW. will ANA E. NCINGIMIN GROUT DR OPYPACH. RESIDENTIAL CODE MISS TORE STRINGENT PiOuTPETENTS APE SINNOTT FN • f907 P51. NEDRA* TEEN?. MASONRY alas I. ItTePSNRIAN GROUT OP DRIPACIt 91All. CONSIST OF A PRENI*0 REWIRED IN THE FLAYS MO SPECIFICATIONS. MO FACE TEXTURE AS NOTED ON ARCHITECTURAL DRAWINGS. DESIGY SIKNGNI Ca • that PSI. NON44-TALL IC FOARA.A. P. THE CONTRACTOR 641444 ERE,' IN THE FIELD ALL CONDITIONS. 2. NINP4of FORME. R£WIRENLNFS. ELEVATIONS MO °PENSIONS WON SWIPE WORK. TIE 2. *Ear wit SHALL NNE KEN NM FOR NO? LESS 'HA 20 NRCHITEcr AND STRUCTURAL ENGINEER Diki BE Nora TED DAIS MO PAL BE CLINATIZED TO SITE BEFORE PLACED IN PMEATELY IF ME DISCREPANCIES ARE FOAM. GUILONG. S. TOD SHRINKAGE AFTER PLACEMENT. 6. NO ExPANSION AFTER SET (45TH C.617). 3. TIE CONTRK TOR SHILL PEORIA TIE ENGINEER IN SPITTING OF S. CON!!Nevi INSPECTION 15 REWIRED. MESS NOTED OTHERWISE. C. NIT* SET UP TINE NOT LESS !NAY A.5 NIWT£S /45TH C-191I1. my DISCREPANCIES OP OMISSIONS NOTED ON THE DRAWINGS CR IN FOR: R, ME 0/V COMPRESSIDE STRENGTH • X00 PSI IASIT4 C-1091. TIC SPECIFIFCATDNS OR OF ANY VARIATIONS NEEDED IN GAWP TO I. FC AT 28 DOS • 5CW PSI. CONfOri TO C00(5. TOLES AND MengIL.6. uPON RECEIPT Of SUCH a. AREPARAIION MO FORMING Or WALE PRISES. F. LuTNER, INFORMATION. TX VOW& WILL SENO WITTEN INSTRUCTIONS TO 0. SWUNG AO PLACING CT MASONRY UNITS. AL CONCERNED. MD Ow SMALL BE PERFORNE0 IN A MEND AS F. PLACEMENT OF REIWORCEIENT. 1. ALL LOWER SHALL BE SOUTHERN FELLOW PPE. GRACE Ttr - DIRECTED BY THE ENGINEER. ANY SUN DISCREPANCY, OMISSION. e. GROAN SPACE 114NEDIATar PRIOR TO CLOSING OF CL£NCUIS AW PRESSURE TREATED. (MESS OTTEROSE NOTED. VARIATION NOT REPORTED. SHALL DE Pe RESPCNSMIL1Tr OF THE WRING ALL GROOM OPERATIONS. CONTRACTOR. 2. EL PAWING 1.144.SfR SHALL BE VS. Laal? OESlav BASSO GN 4. AL L MORTAR ASV GROvl SHALL NNE A TAIWAN, 28 OATS ANSIAM5PA WS 7991 1/411044 X510•157MDAROS. 4. NE CONTRACT COCLATENTS REPRESENT TIE FINISH STMEILME. CONewASSIvE STRENGTH (04./4 TO NYCO PSI NO 2009 PSI. THEY Do NOT INDICATE NETTOD OF CONSTRUCTION. DESIGN LCAGG per ASEE7-0S REsRett TWAY. IONIA IRKS NOM USED SPIEL RE PER 3. PLYWOOD SHEATHING - PRESSURE TREATED IU.S. PSI-831 WITH vortical Deign Lon: MAIN ROOF - CSC PRESSURES - PSF wan WPM RECONNEWATIOV AD WITH APPROVE Or TIE EXTERIOR GLUE MO 404 RATED. floor Is. Load = MOO 5 IT SHALL Bf TIE RESOVSIBILL llr OF NE CONTRACTOR TO WILDING °CFTC*. Roof U.4. Load • 30 per (AM boots) bm SEL'20.0 PRESSURE C 1CGE NOME 11140CPAR, BRACES. SHORES NO GUTS. PER£NER W 505r >I0X, 49705F 4. ALL NAILING SHILL EC IN ACCORDANCE wITH IBC PEOUIRKENTS MK NECESSITY, To suPPoRT ALL LOADS TO ANKH nor srwvcrowe MAY 5. PORTLAND C£/ENT AVM 0150. TIP( II. LOW ALKALI. Info NOM OTHERWISE ON THE DRAWINGS. USE COMO, MIRE BE MEC TED WINING CONSTUCTION. INCLUOING ERECTION MISSILE IMPACT CRITERIA 41 40 .47 .46 NAILS. NAILING OF ROOF. FLOOR MV PEARVALL SHEATHING SHALL VIa CbTM EI9i6 - mit% *AI C 12,4 • %tot 0FIELD MOWN! MO ITS OPERATION. THIS TENOOPART RAPPORT SYSTEM 6. MORTAR NIX 113 WITH 114 POI LINE SVITY. TYPE S. BE INSPECTED AND APPROVED 8r THE BUILDING DEPARTMENT BEFORE -56 -53 -49 -46 SIMLA HOLD ALL ELEMENTS MD HEAVERS IN NEN FINAL Aomori The 040604 enolepe IMP be clewed to ..ISsIencl COXERAG.LISEOPIL Y ACV APPROVED CONNECTORS large nntM Pmpoct rosdlog Iron .51 .50 .47 .46 Wilt TOTALLY NotT FITiour CONNECTED TO IN POINANENT BRACING CD EKE ELEMENTS. 7. GROUT NIX III WITH 2 PARTS PEA GRAVEL. 8. GROUT REOUIPOENTS: 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 9 pars 2,4 teepee"; et 50 FF5 TN ectidetweket. &an • ,.1 lomots SCC4thER -65 -51 65 .63 .50 43 -58 .47 .56 -56 .46 .50 KITCHEN 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. a. ow' NIX SHILL 6E IN ACCORDANCE WITH WC STANDARDS. BEARING ON NOW SHALL NAVE STEEL WASIERS. 6. NO LENGTH Of SPLIT IN TEPETER SHALL EXCEED THE WIDTH Of Leered sea lead Load Cocltioss: And Prom,* COMFERENTS 6 CU,COM 015CE7.05c WALLS - CSC PRESSURES - PSF RENOVATION 9. GROUT ALL CELLS. (MESS OTHERWISE NOTED. ore TENOR FACE. TOTES: -56 .SS -5I T. REQUIRED INSPECTIONS BY VIRGIN MAWS DEPARTHL-Ta Or /CAWING NO NATURE RESOWCES OUTLOING DEPARTMENT/: N. USE BOTO BEAN WITS AT HORIZONTAL RETAROXING. I. boxy. peewit. rare[ deoclon of 444:440t64 0 FIELD -60 .58 .56 " 8 .51 .46 LITTLE ST.JAMES 7. CONNECTOR CERA:NATIONS REFER TO STRONGTIE CCORECTOPS or Ae to entocot tsp. fectom a. FOLOOtrItte TT. LOCATE PEETA95 ABOUT CENTERLINE OF MASONRY WALL LAWLESS SPESON CONPAVY. ALL COMECTORS 70 BE INSTALLED ACCOROPE 10 Mater% V, , tepretem frevemel gross roles (E) EDGE -56 -53 •5I -46 -41 -46 U.S. VIRGIN ISLANDS NALFACTURER 5 INSTRUCTIONS. b. CONCRETE DETAILED OTHERWISE. T. MASEPOr 2. Wr.3 Door Cntore: PORCH ROO (OPEN) - ESC PRESSURES - PSI 8. ANY HOLE THROUGH STRUCTURAL WEBERS FOR POTS OR Wall el lend Speed 145 mph (3 WPC gal) 72. ALL WALLS SHALL ES CONSTATIED1/51M ft? RONNE BAD SHALL BE VERIFIED WITH THE STRUCTURAL ENGINEER. DI IMPOI1061444.4 Facto. I64) .98 .94 .90 .84 BETWEEN MASONRY. MESS OTHERWISE WED. CI ued Drechowtoty Fm(e. • 085 0 FIELD EX CONCRETE: -10T 106 .% .89 9. NAIL ALL 24 DONS£ JOIST WITH 164 NAILS AT 9 INCH ON dl E•pooaro • C 13 ALL WOOD PLATES TO EE BATED TO THE TOP Dr ATASOWRY WALLS CENTER. STAGGERED. .0 Darer meg‘i • 30 feel -98 -94 -90 -84 1. CONCRETE WORW SHALL BE IN ACCORDANCE WITH AMERicAv SHALL 61 SET ON A NORTAR BED, TO PROVIDE WINO. BEARING. O EDGE 1,1 -IZ9 '112 .400 Lunn INSTIITUT£ (AC/I WRONG CORE R£WIR£MN15 FOR fl Ornestge e - 10. ATOVID£ DOTAL( .1015! ATER ALL PARALLEL PARTITIONS. gl OPes Reef penue• nctidei we) -98 .94 -90 -841 REINFOR[£0 CONCRETE (ACT JO- LATEST REFSIONT. CS CORNER -131 -124 112 '100 prosswo4 rem 4 D. REINFORCING STEEL FOR CONCRETE ANO MASONRY: It. FOR SIZE MO LOCATION OF ROOF. FLOOR AO WALL OPENINGS. 2. CONCRETE SHALL HAW A MIN/KIN COAERESSAT STRENGTH SEE ARONTECTURAL. IECHN/ICAL MO ELECTRIC* MOW FRAN( Nero 28 DAIS EWA TO OR GREATER THNI 3.000 PSI. I. REINFORCITTO BEV AVIA A615. CAVE 60. An REINFORCING ALL FOR Siva OF OPENING WITH ACEOUATE TENCEPS MO STEEL THAI 15 TO BE WOO SHALL CONFORM TO ASTM AIDS. CONVECTORS. 3. CONTIKOLIS INSPECTION REWIRED FOR ALL CONCRETE. LINES OTHERWISE NOM ON PLANS. INSPECTION BY WILDING INSPECTOR REWIRED FOR PLEVEN, OF NOME DOUBLE SILOS uWFR ALE KM ENDS mess NOTED NINO:XING STEEL PRIOR TO HALING CONCRETE. CONTITATOuS 2. WACO AVE rale: ASIR Ar85. OTHERWISE MO CARRY STUDS 00t01 TO FOLAWATION. INSPECTION IS NOT REOLUTTE0 WPM NEM CONCRETE OF TN REINFORCING. 3. WELDING £LECTRCCES: AwS 01.1. CLASS (99. LOW NOROGEN. G. STRUCTURAL STEEL' 4. ALL CONCRETE WALL N NON,* EIGHT 045 PCF I MESS 4. HINITAIN SPLICE LEAGTHS. UNLESS Of TAILED OTHERWISE' NOTED AS LIGHTWEIGHT CONCRETE. T. ALL AWN IN COFORMANC£ WITH THE NAVAL OF STEEL S. CONCRETE SEE SCHEELE( ON DRAWING. LOWIRUCTION RN EDITION BY THE ANPICAN MIME OF STEEL 5. pommy CEMENT: AST/ CT50, TIRE I OR TYPE II. LOW ALKALI. 6. MASONRY SEE 504EDULE ON DRAWING. awsracriosi I4501. C. Kraal WIRE FABRIC SHALL BE SPLICED WITH A MINIMA LAP OF 6. CONCRETE AGGEGATE WALL [WONT to Amp co WITW THE 12 INCHES. P. MURIA: ALL STEEL HEWERS TO BC AVM 4992. HINMAN YEW FOLLOWING NO LINITATIONS STRESS Of SO PSI LACESS OTHERWISE NOTED. REVISIONS 5. NINTPAN CLEARANCE BETWEEN REINFORCING MO FACE OF t. FOOTPCS NO SLABS ON GRADE. I TO f-if4 1/04 MI/NW. CONCRETE SHALL HE AS FOLLOWS NACOS SNOW OTTEPTITSEP 3. CONNECTIONS , BOLTS To LE AVM A925 SC CLASS 'A' BOLTS MESS 0. WILLS NC STRUCTURE. SLABS, 3/4 INCH NAKINLIN. OTHERTilsE NOTED. ALL PROYISIOM OF TIE AMERICAN WELDING a. CONCRETE Walt CANOE /CAST MANZI WILT E 3' SOCIETY STRUCTURAL HEWING CODE - STEEL TAWS Dr. N/ NFL TO 7. CONCRETE SIRENS& NU DESIGN SHALL N DONNENYED BY HEW O. CONCRETE BELOW GRADE IFOMEIN • 2' RORK. USE Ergo ETECTROCES FOR WELDING. OR EXISTING TEST REPORTS FORM APPROPEO LICENSED TESTING C. CONCRETE WAILS EXPOSED TO WEATHER • T-1/2" LABORATORIES PRIOR TO BATWING. 0 CONCRETE WALLS. INTERIOR WALLS • 314' A. CONTRACTOR TO Stesill SHOP DRAWINGS TO ENGINEER FOR e. CONCRETE SLAB ISTRuCTUR*) • 3/4* PE YEN M0 LIMITED ACCEPTANCE FRIO JO MY FABRICATION OR 8. DPOSED CONCRETE FORKING AV FINISH SHILL BE AS NOTED ON T CONCRETE BEAMS •SeC Ca4Ptis5 ERECTION. ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL °RATINGSFOR (ETA/LS. 6. SR ICES IN COLONS ANO BEANS SHALL OCCUR Oft E MERE 5. ALL BASE PLATES TO HAVE A ATINIMAT OF 1.7/2 NOT OF DETAILED. SPLICES IN CONTIMATLIS GRADE BEAMS SHILL OCCUR AT I/3 NON.SINITE PORT COMPLETELT INSTALLED. 9. PROTECTPE CORNERS OF BEAMS. COLLAR'S. (CT. SHALL BE SPAY. CONTACT STRUCTURAL ENGINEER IF CLARIFICATION IS HEELED. roof° WITH 3/4 NEN O*4W(9. UNLESS MOWS( DETAILED. 6. CONTITEOLE INSPECTION REWIRED FOR ALL STEEL 1O N. INSPECTION Br WHO/NO INSPECTOR REOvIRED FOR RACETENT OF O. EONS FOR CONCRETE SHALL BE LAID Ov7 AW CONSIOUCIED TO 7. SR ICES IN HORIZONTAL WALL REINFORCE/ENT SHALL BE STEEL. PROVIDE THE SPECIFIED CANTERS SCORN ON THE DRAWINGS. STERGOE0 3*-0' NINIAto4 FROM SLICE CENTERLINE. WV( WILLS HAVE TWO LAIERS OF ITEPRORCING. SPLICES SHALL NOT OCCLIR 11/ IN. SHORING oF SravCrunt SLATE, THE SUE LOCATION. a. ALL SHORING MO RESTORING SHALL BE GONE IN ACCORDANCE GRAMMY: O.C. vim ACT STATOR° RECOMWPICEO PRACTICE FOR CONCRETE 8. ALL REPROREING WALL a ACCURATELY REAM AD ATEOLIATELr FORNAVRN 317). SWOTTED BEFORE CONCRETE IS HK£D MD SHALL ETE MCLR£D CHECICED BE cisOCH 6. DLE NuTEREONRcENT smogIto AND FERNS SHALL REMAIN IN AGAINST DISAACENENT MINN PERMITTED TOLERANCE. ['ENTREE PLACE FOP TA DAYS MIN/M61. SNORING Mir X NOTICE° 10 50 FOR REBA SHALL BE SOW/ (N DETAIL OR CALLED IN NOTES. SCALE NOT TO SOLE Recto AFTER 74 Dos. PROvIOED (cncwt rE STRENGTH EWES AI TOLERATE SHALL BE AS PER El 378. LEAST 75 PERCENT OF DESIGN STRENGTH DATE: c. RESTORES SHALL NOT N REMOVED IF CONCRETE STRENGTH DOES JOB NO. WI NEU SPECIFIED STRENGTH Al 28011$. 200821 D. PROOCE SLEEVES FOR PLOWING AV ELECTRICAL OPENINGS IN e. MALY PLACED SLABS Stun TOT BE USED 10 SuPPORr SAO THE CONCRETE AEI. RS BEFORE PLACING CONCRETE. DO NOT Cur ANY SHEET: AWE (Pak TIC LOWER SLAB HAS CIAPED FOR 5 OATS. ANNITRoi. G1.01 REINFORCING !NEN NAY CONFLICT. CORING IN CONCRETE IS NOT SHORING TO SUPPORT CANER LEVEL SLAB MAY BE PLACED WITHIN Tamil TED EXCEPT *NET* SvOwN ON DRAWINGS DR APPROTO3 Br TIE 5 041*CuRTIO PERO°. THE STRUCTURE ENGINEER. EFTA_R1_01521442 EFTA02444536