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APPR.) CONSTRUCTION INFORMATION fora STRONGER HOME REVISIONS: APPENDIX CONTINUED-Part 1 TO THE 4TH EDITION APRIL 2018 DATE. X | Department of Planning and Natural Fequirements in the Virgin Islands ling Code. All drawings must be separately approved by DPNR: Division of Permits upon submission of a building perm application THE ROOF DESIGN SHOWN IN THIS APPENDIX SHOULD NOT BE USED IN COMBINATION Note: Prior io consinuction contact US VI Resources, Division of Permits for build WITH AN EXISTING MASONRY OR CONCRETE WALL SYSTEM. 3 5 THIS IS A GUIDANCE DOCUMENT ONLY. REFERENCED BY THE U.S.V.I. BUILDING CODE. Ey 2 ALL CONSTRUCTION MUST COMPLY WITH THE U.S.V.1. BUILDING CODE. —— YOU ARE REQUIRED TO OBTAIN THE NECESSARY BUILDING PERMITS FROM THE DEPARTMENT OF PLANNING AND NATURAL RESOURCES. SIGNED AND SEALED DRAWINGS FOR PERMIT MUST BE SUBMITTED TO THE DEPARTMENT OF Ww oO PLANNING AND NATURAL RESOURCES (DPNR) DIVISION OF PERMITS. 8 < 3 ui @ 5 a STRUCTURES LOCATED IN SPECIAL FLOOD HAZARD AREAS SHALL BE DESIGNED BY A U.S.V.1. 3 a REGISTERED DESIGN PROFESSIONAL AND CERTIFIED TO COMPLY WITH ASCE 24-14 FLOOD 4 =] RESISTANT DESIGN AND CONSTRUCTION. d < DRAWING INDEX s ; & PREFACE o£ w SHEET NUMBER SHEET NAME 2 ' THIS APPENDIX TO THE U.S. VIRGIN ISLANDS CONSTRUCTION INFORMATION FOR A STRONGER HOME, 4TH EDITION THE FOLLOWING BOUNDARY CONDITIONS SHALL BE MET IN ORDER TO USE THIS APPENDIX. THIS APPENDIX IS. 9 2 y PRESENTS RECOMMENDATIONS FOR THE SUPPORT OF A CONCRETE ROOF SUPPORTED BY EITHER CAST-IN-PLACE NOT VALID IF THE PROJECT PARAMETERS ARE OUTSIDE OF THESE BOUNDARY CONDITIONS: AS-000 TWTLE SHEET AND PREFACE | CONCRETE WALLS OR CONCRETE MASONRY UNIT WALLS IN KEEPING WITH THE INTENTION OF THE OVERALL ‘AS-001 GENERAL NOTES zg & DOCUMENT TO PROVIDE RESILIENT RESIDENTIAL HOME CONSTRUCTION TECHNIQUES, THIS APPENDIX GUIDANCE 1 SINGLE STORY BUILDING WITH MAXIMUM MEAN ROOF HEIGHT AS SHOWN IN THE APPENDIX. [_AS-002 | _ WAND-CAC PRESSURES 5 . & DISPLAYS DESIGN INFORMATION FOR A PARTICULAR SIZED HOME. THE DESIGN INFORMATION PROVIDED HEREIN | —AS-003 ——] REINFORCEMENT DIAGRAMS — | in INCORPORATES SEISMIC AND WIND CRITERIA BASED UPON THE LATEST BUILOING CODES OF THE 2018 INTERNATIONAL 2, MONOSLOPE ROOF AS SHOWN IN THE APPENDIX. |—asi01—}- —rounoaton pian ——] || 5 8 4 RESIDENTIAL CODE (2018 IRC), 2018 INTERNATIONAL BUILDING CODE (2018 IBC), AND THE AMERICAN SOCIETY OF aSaur ROOF PLAN g@ E CIVIL ENGINEERS ASCE/SE] 7-16 (ASCE 7-16): MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS 3. BUILDING WIDTH AND LENGTH AS SHOWN IN THE APPENDIX. |—— $f dt 2 = fu) AND OTHER STRUCTURES. THIS APPENDIX DOES NOT SATISFY ALL THE BUILDING DESIGN REQUIREMENTS, SUCH AS |__AS-201__ | FRONT AND REAR ELEVATIONS | zg € BUILDING NON-STRUCTURAL ELEMENTS: MECHANICAL, ELECTRICAL, PLUMBING, EGRESS REQUIREMENTS, VENTILATION, 4, BUILDING LOCATED IN THE FOLLOWING TOPOGRAPHY CONDITIONS: AS-202 SIDE ELEVATIONS 2 § = ETC. AS-801 FOUNDATION DETAILS Go: ®& . A. WIND EXPOSURE 8 WITH NO ABRUPT CHANGES IN TOPOGRAPHY AS DEFINED IN ASCE 7-16. ‘AS-502 FOUNDATION DETAILS ALL RECOMMENDED DESIGN WORK, INCLUDING THOSE PARTS COVERED BY THIS DOCUMENT, SHALL BE DESIGNED AS-510 TYPICAL CMU DETAILS BY A REGISTERED DESIGN PROFESSIONAL SUCH AS A REGISTERED PROFESSIONAL ENGINEER OR A LICENSED B. WIND EXPOSURE D WITH NO ABRUPT CHANGES IN TOPOGRAPHY AS DEFINED IN ASCE 7-16. [__AS-51t TYPICAL CMU DETAILS SHEET NUMBER VE QROHITECT IN U S.V 1 WHEN THESE GUIDANCE DRAWINGS ARE USED FOR A PROJECT, THEY SHOULD BE C. WIND EXPOSURE 8 WITH TOPOGRAPHIC EFFECTS CAUSED BY ABRUPT CHANGES IN TOPOGRAPHY ae poor DeTas MODIFIED AS NEEDED IN ORDER TO COMPLY WITH ALL OF THE APPLICABLE CODE REGUIREMENTS FOR A GIVEN ASa21 ROOF DETALS AS-000 PROJECT SITE, THEN SIGNED AND SEALED IN ACCORDANCE WITH U'S VI. LAWS, BUILDING CODE, AND DEPARTMENT AS DEFINED IN ASCE 7-16, WITH THE BUILDING CONSTRUCTED ON THE UPPER ONE-HALF OF A HILL, - OF PLANNING AND NATURAL RESOURCES (DPNR) REQUIREMENTS. * RIDGE, OR ESCARPMENT OR NEAR THE CREST OF AN ESCARPMENT WITH AN EQUIVALENT Kzi VALUE OF 2 OR LESS. ORIGINAL SHEET SIZE-11 x 17 SHEET 1 OF 14 OTHERWISE SCALES ARE INACCURATE 1.0 _ GENERAL 101 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN 102 VERIFY ALL EXISTING CONDITIONS DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK NOTIFY DESIGNER OF RECORD OF ANY DISCREPANCY 103 THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC !S THE SOLE RESPONSIBILITY OF THE CONTRACTOR 104 ANY BRAND SPECIFIC MATERIALS MAY BE SUBSTITUTED Wi AN EQUIVALENT PRODUCT BY AN ALTERNATE MANUF IF APPROVED BY THE DESIGNER OF RECORD 2.0 GEOTECHNICAL 201 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION ANDVOR ADEQUACY OF ALL SUBGRADES, FILLS AND. BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS, BACKFILLS, ETC CURRENT DOCUMENTS ASSUME A 1,500 PSF ALLOWASLE SOIL BEARING PRESSURE TO BE VERIFIED BY GEOTECHNICAL ENGINEER 3.0 ___ REINFORCED CONCRETE 301 PRIOR TO CASTING FOUNDATIONS, PREPARE THE SITE IN ACCORDANCE WITH PLANS, SPECIFICATIONS AND REQUIRED COMPACTION 302 ALL CONCRETE WORK SHALL CONFORM TO ACI 301-16, SPECIFICATIONS FOR STRUCTURAL CONCRETE DESIGN IS BASED ON ACI 318-14, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 303 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING MINIMUM 28- DAY COMPRESSIVE STRENGTHS fe FOUNDATIONS 4,000 PSI SLABS-ON-GRADE 4,000 PSI WALLS AND ROOF 4,000 PSI 304 USE OF CALCIUM CHLORIDE, CHLORIDE IONS OR OTHER SALTS IN CONCRETE IS NOT PERMITTED 3.05 CHAMFER OR ROUND ALL EXPOSED CORNERS MINIMUM 2v4~ 306 DETAIL. CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH SP-066{04) ACI DETAILING MANUAL, 2004 307 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE 3.08 WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185 AND SHALL BE PROVIDED IN FLAT SHEETS LAP EOGES 3 CROSS WIRES MINIMUM 303 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE SPLICE ONLY AS SHOWN OR APPROVED. STAGGER SPLICES WHERE POSSIBLE, USE FULL TENSION SPLICE (CLASS “8") FOR CONTINUOUS REINF AND MATCHING DOWELS U.N.O. LAP SPLICES SHALL BE 57 BAR DIAMETERS FOR BARS SMALLER THAN #7 AND 72 BAR DIAMETERS FOR #7 & LARGER 310 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE A CONCRETE CAST AGAINST EARTH (NOT FORMED) Ki B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER #6 THROUGH #18 BARS. a #5 BARS AND SMALLER Ww C CONCRETE NOT EXPOSED TO EARTH OR WEATHER SUSPENDED SLABS AND WALLS #11 BARS AND SMALLER. r BEAMS (STIRRUPS} AND COLUMNS (TIES) 1A" 341 DO NOT PLACE PIPES OR OUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALL UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. ANY PIPES SHALL GE BETWEEN THE OUTER HORIZONTAL AND VERTICAL LAYERS OF REINFORCMENT 312 OO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED 8Y THE STRUCTURAL. ENGINEER. 313 ALL REINFORCING STEEL PLACEMENT SHALL BE INSPECTED PER I&C 2018 314 REINFORCE SLAB-ON-GRADE AT ALL PENETRATIONS AND AT RE-ENTRANT CORNERS. PLACE THREE #3 BAR x 3-0 AROUND FLOOR DRAINS PLACE #4 BAR x 4'-0" (MIN ) AT RE-ENTRANT CORNERS HOLD REINFORCING 1 1/2" CLEAR FROM TOP OF CONCRETE 315 WALLS AND OTHER INTERSECTING ELEMENTS SHALL HAVE CORNER BARS TO PROVIDE CONTINUITY USE CONCRETE REINFORCING STEEL INSTITUTE (CRS! ) STANDARDS OR AS SHOWN ON THE DRAWINGS 4.0 ___ MASONRY 4qa1 CONCRETE MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO TMS 402/602 BUILDING CODE REQUIREMENTS. AND SPECIFICATIONS FOR MASONRY STRUCTURES, 2016. 402 PROVIDE NORMAL WEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C90, GRADE N, TYPE li 403 PROVIDE MASONRY CONSTRUCTION WITH MINIMUM COMPRESSIVE STRENGTH, f'm = 1,500 PSI. 44 PROVIDE TYPE “S° MORTAR IN ACCORDANCE WITH ASTM C270. 405 VERTICAL REINFORCING SHALL BE HELD IN POSITION WITH BAR POSITIONERS AT TOP OF THE GROUT POUR AT SPACINGS AS SHOWN ON THE PLANS: oe} | 406 PROVIDE HORIZONTAL JOINT REINFORCEMENT COMPLYING WITH ASTM A82, NO 9 GAUGE OR HEAVIER, LADDER TYPE, | fe ZINC COATED, PLACED 6" ON CENTER BELOW GRADE AND 16° ON CENTER ABOVE GRADE, UNLESS NOTED OTHERWISE | IER RUNGS SHALL BE POSITIONED TO COMPLETELY CLEAR CELL OPENINGS LAP JOINT REINF 1 FULL CROSS WIRE SPACING PLUS 2° (16° MIN FOR CROSS WIRE SPACING OF 16° OC), BUT NOT LESS THAN 17° NR Te Cor WENT ONLY: REFERENCED | 407 PROVIDE Lop BONDS WITH VERTICAL JOINTS LOCATED AT CENTER OF MASONRY UNITS IN THE ALTERNATE ALL CONSTRUCTION MUST COMPLY WITH THE U.S.VJ. QUILDING CODE. 408 PROVIDE FOUNDATION ODOWELS Wi HOOKS SIZED AND SPACED TO MATCH CMU VERTICAL REINFORCING. DOWELS fry SHALL LAP WALL VERTICALS 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE PROVIDE 48 BAR DIAMETER LAP BULGING PERMITS CRONMTHE DEDARTMENT OF \l8 SPLICES AT WALL HORIZONTAL REINFORCEMENT i] PLANNING AND NATURAL RESOURCES. g 409 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE SIGNED AND SEALED DRAWINGS FOR PERMIT MUST | | 440 PROVIDE FINE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476 WITH MINIMUM 28-DAY BE SUBMITTED TO THE DEPARTMENT OF PLANNING COMPRESSIVE STRENGTH OF 2,000 PS] GROUT SHALL BE OF FLUID CONSISTENCY. WHICH MEANS AS FLUID AS AND NATURAL RESOURCES (OPNR) DIVISION OF POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. GROUT SLUMP SHALL SE 8 TO 10 PERMITS. INCHES WATER CEMENT RATIO SHALL BE REDUCED AND WATER REDUCERS USED AS REQUIRED TO MAINTAIN SLUMP WHEN PLACED IN LOW ABSORPTION CMU FILL ALL CELLS BELOW GRADE WITH GROUT ALL GROUT SHALL BE STRUCTURES LOCATED IN SPECIAL FLOOO HAZARD CONSOLIDATED AT THE TIME OF POURING BY VIBRATING AND THEN RECONSOLIDATED AGAIN BY PUDOLING LATER, AREAS SHALL BE DESIGNED BY A U.S.V.I. BEFORE PLASTICITY IS LOST TYPICALLY WITHIN 10 TO 15 MINUTES. WHEN GROUTING IS STOPPED FOR ONE HOUR OR REGISTERED DESIGN PROFESSIONAL AND CERTIFIED LONGER, CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1 1/2" BELOW THE TOP OF TO COMPLY WITH ASCE 24-14 FL.OOO RESISTANT hy THE UPPERMOST UNIT DESIGN AND CONSTRUCTION. s 4a CLEANOUT CELLS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS TO BE FILLED AT EACH GROUT POUR. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL = . WALLS THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING AND AFTER INPSECTION. ES Bz = 412 ALL VERTICAL REINFORCING SHALL HAVE A STANDARD HOOK WHEN TERMINATING INTO A SOND BEAM z i so BGE & DESIGN CRITERIA fH iH COMMON ABBREVIATIONS gste GODES AND SPECIFICATIONS 2 ARCH. ARCHITECT iN INCHES 3 : 8 Ha 1 US VIRGIN ISLANDS BUILDING CODE a BOTTOM OF INFO INFORMATION 3 BRG BEARING INT INTERIOR i a8 2 2018 INTERNATIONAL RESIDENTIAL CODE AND 2018 INTERNATIONAL BUILDING CODE BOTT BOTTOM JNT JOINT 8 3 cic CENTER-TO-CENTER K KIPS SPEee 3 ACI 316-14-BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE cd CONTROL JOINT KSI KIPS PER SQUARE INCH a8 8 Bs CLR CLEAR LLH LONG LEG HORIZONTAL 2B Bz! 4 ACI 301-16-SPECIFICATIONS FOR STRUCTURAL CONCRETE COL. COLUMN uv LONG LEG VERTICAL Bese: CONC CONCRETE Lw LONG WAYS F 2 H z 5 ASCE/SEl 7-16-MINIMUM DESIGN LOAOS AND ASSOCIATED CRITERIA FOR BUILOINGS CONN CONNECTION MANUF MANUFACTURER E 2 AND OTHER STRUCTURES CONT CONTINUOUS MAX MAXIMUM §2 i 3 COORD COORDINATE MECH MECHANICAL Bs a & TMS 402/602 BUILDING CODE REQUIREMENTS ANO SPECIFICATIONS FOR MASONRY CMU CONCRETE MASONRY UNIT MIN MINIMUM i 8 fa STRUCTURES, 2018 om DIMENSION oc ON CENTER § aE BTL DETAIL OPNG OPENING 29% DESIGN LOADS DIA DIAMETER PL. PLATE | SHESs DEAD LOADS OIST DISTANCE PREFAB —- PREFABRICATED reer DWGS DRAWINGS PSF POUNDS PER SQUARE FOOT | 8 F 23: THE WEIGHT OF ALL PERMANENT CONSTRUCTION INCLUDING BUT NOT LIMITED TO EL. ELEVATION PSi POUNDS PER SQUARE INCH || 3822) WALLS, FLOORS, CEILINGS, AND ROOF CLADDING EF EACH FACE PT PRESSURE TREATED \ } (VE LOADS EMBED = EMBEDMENT ary QUANTITY — >| aa a ENG ENGINEER REF REFERENCE EOR ENGINEER OF RECORO REINF REINFORCED OR REINFORCING GROUND FLOOR, g00 BSF £0 EQUAL SCH SCHEDULE PARTITIONS 15 PSF ES EACH SIDE SF STEPPED FOOTING 1| WIND LOADS ew EACH WAY sau SQUARE BASIC WIND SPEED 165 MPH (ULTIMATE), 128 MPH (NOMINAL) EXP EXPANSION SQ FT SQUARE FEET RISK CATEGORY i" EXT EXTERIOR STL STEEL EXPOSURE CATEGORY B FABR. FABRICATOR STRUC STRUCTURAL l| a ENCLOSURE CLASSIFICATION. PARTIALLY OPEN OR ENCLOSED BUILDING FE FINISHED FLOOR sw SHORT WAYS j| 4 TOPOGRAPHIC FACTOR (Kz1) 20 FFE FINISHED FLOOR ELEVATION SYP SOUTHERN YELLOW PINE g | INTERNAL PRESSURE COEFFICIENT $10.18 Fr FEET vu TOP OF 3 7 FIG FOOTING Tye TYPICAL a | = GA GAUGE uno UNLESS NOTED OTHERWISE = no GALV GALVANIZED Ved VERTICAL CONTROL JOINT Fy w ‘SEISMIC RESISTING SYSTEM HKD HOOKED VMCs VERTICAL MASONRY CONTROL JOINT 5 Oo ANALYSIS-EQUIVALENT LATERAL FORCE HORIZ. HORIZONTAL wi WITH > 2 BUILDING SYSTEM BEARING WALL SYSTEMS HS HEADED STUD wn WITHOUT - F434) SEISMIC RESISTING SYSTEM SPECIAL REINF CONC /CMU SHEAR WALLS, WWE WELDED WIRE FABRIC 2 # RESPONSE MODIFICATION COEFFICIENT (R) 5 Oo ou Fe OVER-STRENGTH FACTOR 25 2 2 W SITE SOXL CLASSIFICATION SITE CLASS O-"STIFF SOIL” 2: 2 RISK CATEGORY W | 4 q wi SEISMIC DESIGN CATEGORY o ] a oO SEISMIC RESPONSE COEFFICIENT {Cs} 02 6 Fj w SAINT CROIX 5g EF Sp = 0.8619 Sus = 0 8619 Sos = 05749 7 FE 2 | Sis 03129 Sur = 03129 So: = 0 2089 z 8 = | SAINT THOMAS (8 5 8 Ss = 12369 Sus = 1.2369 Sos = 0.8249 S10 431g Sur = 0.431g Sox = 0 287g SHEET,NUMBER SAINT JOHN AS-001 Ss = 1.2459 Sus = 1.245 Sng = 0 830g S+= 0 434g Sui = 0.4349 Sor = 0.2899 OTHERWISE SCALES ARE INACE rate | \ SHEET 2 OF 14 COMPONENTS AND CLADDING (C&C) (. NOMINAL DESIGN PRESSURE SCHEDULE By COMPONENT | ZONE | EFFECTIVE WIND [DESIGN PRESSURE (PSF) AREA(SQ FT) { POSTIVE | NEGATIVE & 2 10 23.8 636 1 50 20.4 63.6 100 189 -636 10 23.8 35 | 2 50 204 -70.1 3 100 18.9 68.6 w fal a a 10 23.8 88.4 io} 1 ROOF 0 o ELEMENTS 2 50 20.4 -85.0 400 16.9 835 10 238 98.4 3 50 20.4 77.5 400 189 68.6 s “ bs 10 238 138.1 2 - ie 3 50 20.4 103.4 rd J 100 18.9 -B8.4 5 4 Pa 2a — 40 1133 WA = 3 i 2 20 1040 | NA al? : MONOSLOPE ROOF ZONES au28 100 1000 NIA z Reka. 10 128.7 NA 5 5 z ; F o| 2 50 119.4 NIA bz 4 2 100 115.4 NIA AN] a=3-0" wike é 10 139.0 NIA > MRH=MEAN ROOF HEIGHT i AN 3 3 50 117 NIA i H A] ta PARAPET 100 soo | WA WALL ZONES WIND PRESSURE DIAGRAMS sprees ELEMENTS 40 1802 WA REFER TO “COMPONENTS AND CLADDING" Od 8 Bs 3" 50 1385 NA ‘TABLE FOR NOMINAL DESIGN PRESSURES 33 i § 100 120.5 NIA ° c- Be aE 10 NA 87.3 if Fy o| 4 50 NIA -85.9 & 53 § F 100 NIA “61.0 F i Fe i 10 NIA “140.2 3 ga6 415 50 NIA “34.1 Bs é 5% 100 NIA 66.7 Pa 35 S 3 z r 10 53.7 63.7 =ere 4 50 48.1 -526 EXTERIOR 100 45.8 60.2 ELEMENTS 10 53.7 715 5 50 48.1 605 100 45.8 “55.7 NOTES: B on 1, DESIGN WIND PRESSURES SHALL BE USED IN THE DESIGN OF ALL COMPONENTS AND & wi CLADDING ELEMENTS COMPRISING THE BUILDING ENVELOPE. 3 x 2. REFER TO THE WIND PRESSURE DIAGRAM FOR ZONE LOCATIONS AND EXTENTS. g a 3. POSITIVE PRESSURES ACT TOWARD COMPONENT SURFACES AND NEGATIVE @ ®o PRESSURES ACT AWAY FROM COMPONENT SURFACES. 2 w 4, LINEAR INTERPOLATION BETWEEN EFFECTIVE WIND AREAS MAY BE USED TO 5 in OBTAIN THE REQUIRED COMPONENT AND CLADDING DESIGN PRESSURE. g§ ; @ a 228 22 8 xz Q9 : 9 s #9 g = i a5 6 § y z 3 g 68 8 a < 8 8 §& SHEET NUMBER ORIGINAL SHEET SIZE-11 x 17 SHEET 3 OF 14 OTHERWISE SCALES ARE INACCURATE DETAILING DIMENSION DETAILING DIMENSION 6db FOR #3, #4, #5 Hook fi 135" HOOK 135" HOOK AGRG x } ] J | J J I ee — - F ===2 i 2 . By ) 7 / iN X y © ° I ? te) < 8 3 AOR G co HOOK 90° HOOK - wor | 180° HOOK bi J BEYOND 2ur Lod 135" HOOK MINIMUM ak 3 = CORNER CONDITIONS - STIRRUP OR TIE END HOOK DIMENSIONS " rm FINISHED BEND bce ibciedden dialed b BAR CIAMETER D. 90° HOOK SIZE (INCHES) AOR G, (INCHES) J, (INCHES) AOR G, (INCHES) —— " 2ua 5 3 6 § ri 3 135" HOOK ——“ a4 3a 6 4 8 : 5 23 #5 334 7 5 10 ef § #6 42 8 6 12 B . u O = INSIDE DIAMETER OF BEND ae Bee GROSS TIE db = DIAMETER OF BAR prey & TYPICAL END HOOK TYPES Hu e STIRRUP AND TIE HOOKS 3 eae 5 = a S i) 90° HOOK AOR 135* HOOK A I 3 i BSARSZE | NcHES) G (INCHES) OR G (INCHES) Pe a j "3 112 4 4 5 : z gages #4 2 412 412 ge i g 5 #5 22 6 52 i: age ° D = INSIDE DIAMETER OF BEND 4 j & aE ~ db = DIAMETER OF BAR SRess \ Pr ret - == 135° HOOK TYPICAL STIRRUP AND TIE HOOK TYPES n = g < a 5 Fa g 8 2 go; i $6 z = ro) 9 28 2 2 2 5 6 6 6 4 9 ¢ z 8 & ze 2 2 g 8 & x #5 8 SHEET NUMBER ORIGINAL SHEET SIZE-11 x 17 SHEET 4 OF 14 OTHERWISE SCALES ARE INACCURATE FOUNDATION NOTES: 1 SLAB ON GRADE SHALL BE A MINIMUM 4° THICK CONCRETE WITH WWF 1 4x 1.4 IN 6” X 6 PATTERN AT TOP 1/3-DEPTH PLACED ON 10 MIL POLY VAPOR BARRIER OVER COMPACTED SOIL. 2. TOP OF SLAB ELEVATION IS AT 0-0" (DATUM ELEVATION). ALL OTHER ELEVATIONS ARE REFERENCED AS + OR - FROM DATUM. 3. TOP OF EXTERIOR FTG. = -1'-4" BELOW F F MIN , TOP OF INTERIOR FTG. = -1'-4" BELOW F.F., ASSUMING A FLAT SITE WITH LEVEL GROUND ON ALL SIDES OF STRUCTURE. 4. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES, AND PIPING. 5. DIMENSIONS INDICATED ARE FROM FACE OF WALL, UNLESS NOTED OTHERWISE. FOUNDATION LEGEND: = 6" CONCRETE WALL OR 6" CMU WALL = 2-6" WIDE x 1-0" DEEP CON'T FTG. W/ (3) #5 BARS LONGITUDINAL CONTINUOUS, HOOKED AT CORNERS = 4-6" x 4-6" x 1-0" THICK PAD FTG. Wi (5) #5 BARS EACH WAY BOTTOM Qa = SLAB CONTROL JOINT, SEE 2/AS-501 = WALL CONTROL JOINT, (SEE CONCRETE CONTROL JOINT OR VERTICAL MASONRY CONTROL JOINT) = 12°12" CONCRETE COLUMN &° CMU PERIMETER 2 @) (2) (@) (@) ao 13-4" 13-4" 13-4 le wo WCJ WCJ wed wed | __3-0" FROM Re CORNERS, TYP. i 44 Li 1 3 tH a at tr S-501 8 Nn = 3 3 | Ln A \as-501 ‘ " NS a Fas F45 1 r ° ry “ ry ° yd? a -— g TX 4 at oOo & 3 = g fats a yt 3 cr2s N| 47a] Le rc a Tas oe T » = | t wes wed 1 wes wes 1 $-501 a7 FOUNDATION PLAN AS-101) sie = tr REAR ELEVATION z 3 2 Eg < a ao Fi ia ES i a @ FRONT ELEVATION KEY PLAN ° ze 5 10-3" a SCALE. 2/16" = 1'-0" ORIGINAL SHEET SIZE-11 x 17 OTHERWISE SCALES ARE INACCURATE. APPR. REVISIONS Note: Prior to construction contact U S.V.1 Department of Planning and Natural the U S.V 1 Building Code, All drawings must be separately approved by DPNR, Division of Permits upon submission of a building permit application. BY COMMISSIONER DAWN L HENRY | orawinc tite FOUNDATION PLAN DEPARTMENT OF PLANNING AND NATURAL RESOURCES | { SHEET NUMBER AS-101 | SHEET 5 OF 14 | G) @) LD 40-0" | aya" | wa 13-4" t ‘| 7 sim rag ea 0 ; =m 1 wes i! 7 wed S-52 wed weds TPARAPET | 76 ——_ # a ul A iat \ ® ye “|| a a sh 4 ; Wig $-5 4° DIAMETER ‘THROUGH-WALL NT PARAPET DRAIN WI OVERFLOW TYP & z iB & g 5 —---+-—-- 4B aT CONC. CRICKET aT 40, ‘\as-520/ & 1 a & : "8 aT 5-520 1 [ S-521F 12° x 16° DEEP CONC BEAM BELOW 2 et ok {|| Ww 2 pa 1 \as-521/ ~~ Be e 1 o in i 13 aed ---t- b aT ope 4T 461 z a ' = j H ‘on . L—e TP 12 i 4 4 ee BL aa aT t 3 : / : nN I 7 i I i KOT w wos WCs wes y TPARAPET ax ROOF PLAN [ 6" THICK REINFORCED CONCRETE ROOF PERIMETER 6" CONCRETE PARAPET WALLS TYP 12-11" AS-102) 316 = 1.0" ROOF NOTES: 1 ROOF SHALL BE 6-INCH THICK FORMED AND POURED CONCRETE SEE PLAN FOR REINFORCEMENT REQUIREMENTS N ROOF SLOPE SHALL BE 15 12 e REFERENCE ELEVATION DRAWINGS FOR WALL HEIGHTS 4 CONCRETE FORMWORK. ALL FORMWORK SHALL BE DESIGNED, ERECTED. SUPPORTED, BRACED AND MAINTAINED ACCORDING TO ACI 347R-14, "RECOMMENDED STANDARD PRACTICE FOR CONCRETE FORMWORK * FORMWORK SHALL REMAIN IN PLACE FOR A MINIMUM OF 28 DAYS OR UNTIL TESTING SHOWS THAT CONCRETE HAS REACHED DESIGN STRENGTH. wn FORMWORK RESPONSIBILITY: THE DESIGN, CONSTRUCTION, AND SAFETY OF ALL FORMWORK SHALL SE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ALL FORMS, SHORES, BACKSHORES FALSEWORK, BRACING, AND OTHER TEMPORARY SUPPORTS SHALL BE ENGINEERED TO SUPPORT ALL LOADS {MPOSED INCLUDING THE WET WEIGHT OF CONCRETE, CONSTRUCTION EQUIPMENT LIVE LOADS, LATERAL LOADS QUE TO WIND, AND WET CONCRETE IMBALANCE 6 FORMWORK TOLERANCES: ALL TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO AC) STANDARD 117-10 "STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS” 7 PROVIDE A LIQUID-APPLIED MEMBRANE ON THE ROOF AND ON THE INTERIOR AND TOP SIDES OF THE PARAPETS. THE LIQUID APPLIED MEMBRANE ROOF SHALL BE OF THE TYPE INTENDED FOR USE OVER CONCRETE ROOF LEGEND: 4 “Br = #5 BARS AT 12" C/G LONGITUDINAL BOTTOM, CONT wo #4 BARS AT 12" CIC TRANSVERSE BOTTOM, CONT 4T = = #5 BARS AT 12° CIC LONGITUDINAL TOP_ CONT o #4 BARS AT 12° C/C TRANSVERSE TOP, CONT REAR ELEVATION LEFT ELEVATION RIGHT ELEVATION FRONT ELEVATION KEY PLAN 10-8" SCALE: V6" = 1'-0" ORIGINAL SHEET SIZE-11 x 17 OTHERWISE SCALES ARE INACCURATE ings must be separately approved by DPNR. Note: Prior to construction contaci US V1 Depariment of Planning and Natural Division of Permits upon submission of a building perm application Resources Drsion of Permits for build: the US.V1 Building Code Ai drawii PARTMENT OF PLANN:NG AND NATURAL RESOURCES wotme ROOF PLAN DEI DRAW! BY COMMISSIONER DAWN L HENRY SHEET NUMBER AS-102 SHEET 6 OF 14 ey ELEVATION NOTES: 1 MAXIMUM ROUGH OPENING SIZES ARE PROVIDED ON THE ELEVATIONS AS GUIDANCE. OPENINGS SHALL BE LOCATED BETWEEN WALL CONTROL JOINTS AS SHOWN. THE EDGE OF THE ROUGH OPENINGS SHALL REMAIN A MINIMUM OF 2-0" EACH SIDE OF WALL CONTROL JOINTS AND SHALL BE NO WIDER THAN THE MAXIMUM OPENING SIZES SHOWN ON THE ELEVATIONS. NO OPENINGS SHALL BE INSTALLED AT CORNER LOCATIONS 2. SEE DETAIL 2/AS-511 FOR ADDITIONAL REINFORCING AT WALL OPENINGS FOR CMU WALLS AND CONCRETE WALLS. 40-0" 13-4" w 13-4" TIPARAPET war CONCRETE PARAPET | ft CONCRETE ROOF 3] 3 3 3] — — = = = = 1 so | zr a 2-0 MIN| 2-0" MIN. 7-0 MN. |z-0 MIN. ZOMIN| 30 17 jZ. 7 ata \as-520 A—__ 7-H 4 8° FORMED & POURED Iv 7 i 4 71 iN 7 CONCRETE WALL ion vt rN | uy 3 OR & CMU WALL q rN foi iN an rN 4 poN fot \ \Y / 1 1 fo} rile 1 ee | oY BT Ne ty 318 4 ! 6-0" WIDE = 8-0" WIDE = 6-0 WIDE | = z}? ROUGH ROUGH i 9 I OPENING ! \ OPENING { | \ g g 1 MN 1 77 WAX. { | \ e|]2 I ‘ N ! ’ a \ fl { t a|s 174 | I , N 1 i} I tf ‘Ol 1 7 ‘ot 1 \¢ I Ve Nl | i _— _— 4 _ _ a _ _ — _ — sis 4 or TFTG. “1-4 MIN, | _ | AL FOUNDATION, SEE PLAN AS-201 J mie = rr 4 2" DIAMETER OVERFLOW 3 2 4 WITH 3" MIN. CONC. COVER, Typ 40-0" \ 13-4" 134" 134" 2 1-07 4° DIAMETER ROOF DRAIN TYP , 1-07 or a—t \ AH DOWNSPOUTS NOT SHOWN at + ——- CONCRETE PARAPET FOR CLARITY sl o@ WC tt te] TiROOF $ 8-6" a a Ro--- +77 -- =~, ~~ 7 BoM /f (Zr MIN | 2-0" MIN, |S mn] x0" CONCRETE ROOF . Ze aA 7 A@—_ #_¥ N 3 fo roN “oy 1 ' 8° FORMED & POURED ¥ ! 6-0" WIDE | \ CONCRETE WALL Cc =z = o 3 H ROUGH ! 3 H 3 OR 8° CMU WALL 3 zg \ OPENING t \ = N »| a 1/7 MAKS. ! i oS Loy ‘Xo Io c .! {oo- Le — Nd ,7 — ~~ - “ ~ - — 738-4 FTG. -1-4° MIN. Jj 5 — FOUNDATION, SEE PLAN S-501 (2 REAR ELEVATION Jie = 1-0" AS-201 i) re sa" 10-8" Se SCALE: 2/16" = 1-0" ORIGINAL SHEET SIZE-11 x17 OTHERWISE SCALES ARE INACCURATE REVISIONS: is jatural Varpin Islands, periment of Planning and N lole: Prior lo construction contact U S.V1 Dey 2] 2 9° 7 < 3 i ed e Fi Pa 2 o 2: 9 o 2 z ¢ < @ s & 3 8 & eo uw % q z 2 8 Bop & SHEET NUMBER AS-201 SHEET 7 OF 14 14".0" TIPARAPET TIPARAPET o-6" NL CONCRETE ROOF 6 TROOF Be" ‘ ' I ' S TAWWALL 1S ra . 7 a " 4 | ! | ao S70" WIDE “ ral STO" WIDE © loo. E i O16 \ J ‘ “\ROUGH ' Fe <rouGH | 7 8" FORMED & POURED { OPENING | 3 = OPENING ! 3 1 CONCRETE WALL OR . 4 2 I MAX | gl? MAX. i 3 CMU WALL W! PNG | roof. i gl] aan \ RAKED CONC. CAP DOWNSPOUT, f) , 7 IN 1 ai 7 \, 1 TYPICAL, H , ‘\ ( o “a . ' ¢ ‘ 1 ‘N , J 7 Nay pam S| _ | _ 4 _ _ _ sag TFTG | -1'-47 MIN, | | AS \— FOUNDATION, SEE PLAN an $-501 AS-202 J 316°= 1-0" 28-0" TIPARAPET 1z-411- CONCRETE ROOF | rs eee TAVALL -—+-———, 11-4" 4 7 CONCRETE PARAPET att” TIPARAPET aor prc ey nnn pene a0 aN | ' 8" FORMED & POURED {os 1 | CONCRETE WALL OR oo ! et NN “oot | 8° CMU WALL Wi 3 I go 4 ‘ é ! RAKED CONC. CAP 3 I 3/2 | 7 Wie } g r o | el2 | OPENING ! ! ® yoo 7 MAK SY | S&S t 4 N lo lo Nee) ’ , N Hea \ 7 Nu _ _ i _ TFTG 1-4" MIN, | ] ye (2 \ RIGHT ELEVATION AS-202 J sie = 10 \— FOUNDATION, SEE PLAN ELEVATION NOTES: 1 MAXIMUM ROUGH OPENING SIZES ARE PROVIOED ON THE ELEVATIONS AS GUIDANCE OPENINGS SHALL BE LOCATED BETWEEN WALL CONTROL JOINTS AS SHOWN THE EDGE OF THE ROUGH OPENINGS SHALL REMAIN A MINIMUM OF 2'-0" EACH SIDE OF WALL CONTROL JOINTS AND SHALL BE NO WIDER THAN THE MAXIMUM OPENING SIZES SHOWN ON THE ELEVATIONS NO OPENINGS SHALL BE INSTALLED AT CORNER LOCATIONS. 2 SEE DETAIL 2/AS-511 FOR ADDITIONAL REINFORCING AT WALL OPENINGS FOR CMU WALLS AND CONCRETE WALLS, sa" 107-8" SCALE; 3/16" = 1-0" ORIGINAL SHEET SIZE-11 « 17 OTHERWISE SCALES ARE INACCURATE APPR. REVISIONS: DATE | ning and Natural the Viegn Intands This information has been developed soley 23 guidance and is believed to meet the U 5.V |. Building Code. AM drawings must be separately approved by DPNR Note. Prior lo construction contact U S V1 Department of Pia: Resources. Division of Permits for build:ng requirements in Division of Permits upon submission of 2 buiding perm application DEPARTMENT OF PLANNING AND NATURAL RESOURCES orawine title SIDE ELEVATIONS BY COMMISSIONER DAWN L_ HENRY SHEET NUMBER AS-202 SHEET 8 OF 14 8° REINFORCED A REINF 6" CMU WALL, ‘ FORMED AND POURED T GROUT ALL VERTICAL ul CONCRETE WALL W/ ONE . CELLS SOLID, INCLUDING " DOWEL TO MATCH SIZE . HORIZONTAL JOINT REINFORCING LAYER OF #5 BARS AT e [ AND SPACING OF VERTICAL UNREINFORCED CELLS NK AT 16" OC. ABOVE GRADE CENTERED IN WALL |; BAR REINFORCING LK 9s vernican gar, CENTERED CUT JOINTS AS SOON AS CONCRETE HAS HARDENED ENOUGH {! 9 te EXP INT 1 INWALL AT 32° CIC, UNO. NOT TO RAVEL DURING CUTTING (TYP WITHIN B HR ) 42" EXP JNT j 2 FILL WITH SELF LEVELING - tf < DOWEL TO MATCH SIZE AND SPACING SEALANT PER ASTM C290, REINF CONC SLAB, “f Ze REINF CONC SLAB, OF VERTICAL BAR REINFORCING 48" SAW CUT: TYPES M, GRADE P. CLASS 25 SEE PLAN ba SEE PLAN - ‘ e io \ #5 HORIZONTAL BARS AT 48" 0.C. vss | i+ TSIAB : _-S|_HOOKED AROUND VERT BARS AT CORNERS WWE AT 1/3 DEPTH, por xe TP? oo ; K CUT EVERY OTHER 3 7 . : es > a #4 to GRADE 7 e WIRE PASSING THROUGH JOINT 7 | crane 7 Nag f By | ie VAPOR BARRIER, _ z VAPOR BARRIER, z =: 4 = : Sp ‘ spi. 2 Pay _ SEE PLAN f° F3 SEE PLAN fj ined Z2 38 bx a ; ? k pe erans mae: COMPACT SUBGRADE | | } = COMPACT SUBGRADE Se eT ORTZONTAL JOINT. REINFORCING it 3 VETG . WETG. AT &" O.C. BELOW GRADE 7 poke : COMPACT SUBGRADE 1-4" MIN $ in Pree -1-4" MIN, - - = a . ee ae 4 VAPOR BARRIER, Mi © O°" rer CONC FTG va] REINF. CONC FTG SEE PLAN NOTES ai SEE PLAN TS] See PLAN AT CONCRETE WALLS AT CMU WALLS vars tor = retro AS-501 wom To maton AS-501 WIDTH OF FOOTING ] | Sow) foe Se ee — #4 TO MATCH WALL REINF 1/2" EXPANSION JNT a ee \ = | DEVELOP TOP BARS IN STEP aldara ba tN MATERIAL . ayeredy 1 FOOTING IF SCHEDULED, PROVIDE EXTERIOR CONC. : : fi] (9)#5 x6-0" FROM STEP EACH REINF CONC SLAB, SLAB, IF APPLICABLE 2 e ou | | DIRECTION IF TOP BARS NOT SEE PLAN . ee ° P| «| SCHEDULED TiSLAB b= = == ‘t or Bek ere err es LO Pex xe = * 4 = SSS SS SO z P > ‘ “it PO 1ER oN * ae eT VAPOR BARRIER, 7 hk 2 fe We WFR) a SEE PLAN my . #4 HORIZ. 26" HIN fra fo + Pa COMPACT SUBGRADE |"; a es 1 “an. : . ae TIETG, : CONC. WALL SHOWN, ? aE Mi . aS PROVIDE SIMILAR DETAIL ‘ f: : ep a: : : FOR MASONRY WALL VERT BARS MATCH HORIZ. BAR SIZE . SS SSP Sef S54 eo ; SCHEDULED IN FTG, NO * 1 \- >. “4 2 LESS THAN (4) #5 EF “| REINE. CONC. FTG, | ea rooracvert | \ “ SEE PLAN vs CONCRETE FOOTING AND REINFORCING 3 STEPPED FOOTING-TYPICAL DETAIL oe reneliaee wa AS-501 J werstr y— #4 HORIZONTAL | | = Z S SS Sh ‘i ‘ 2 Te ~ 7 = F i “4 a, -- a E : | DOOR OPENING tee . a . * 3 . . . " 4 4 “a s FOOTING | ° ' z : \ sggnee a | #4 x 4-0" LONG AT 1172" CLEAR Ca . SCALE, WZ" = 1-0" CORNERS 0 0-8" 14" 28 FLOWABLE FILL OR PCE nT CONCRETE REINF , EXTEND 24" INTO SLAB PLAN VIEW DRAIN OR WATER LEADER, at PER PLUMBING REQUIREMENTS aoe a al (4 DRAIN UNDER FOOTING-TYPICAL DETAIL (3 \ THRESHOLD TYPICAL DETAIL Q oe" AS-501 J ret AS-501 J 3ar= 1-0" SCALE. 1°= 1-0" ORIGINAL SHEET SIZE-11 017 OTHERWISE SCALES ARE INACCURATE APPR. REVISIONS: (_ DATE. X Natural separately approved by DPNR, Hiding Code. All drawings must be of Permits upon submission of a building perm application the USVI Bui 3 « e fy z a a2 2 = 3 9 oo - & 2 2 < eo s QO Z 22 222 22 2 8 & Bop & Lo SHEET NUMBER AS-501 SHEET 9 OF 14 #4 CONT ~ CONC SLAB-ON GRADE 1 “ VAPOR BARRIER, SEE PLAN COMPACT SUBGRADE Wi CONSTRUCTION JOINT #4 CONT “~ VAPOR BARRIER, SEE PLAN COMPACT SUBGRADE J CONC SLAB-ON GRADE W/O CONSTRUCTION JOINT (1 SLAB RECESS-TYPICAL DETAILS AS-502) t= 1-0" CORNER BARS TO MATCH CONT FOOTING REINFORCEMENT CLASS "8" (4 EQUNDATION AT CORNER-TYPICAL DETAIL 7 = T 7 Set ee ee, L ae I * ao * fo I- ee | fe) ji. 1 Mt. : . < gl ; | COWELS TO MATCH SIZE AND POSITION OF VERTICAL BAR REINFORCING 2" EXP JNT ‘_ CONC SLAB. SEE PLAN \ vd “12 4" CHAMFER —— REINF CONC COLUMN SEE DETAIL ¥AS-502 V2" EXP INT oT xox x, 1-0" = ED TIE! NN (8) #5 BARS (32 COLUMN PLAN VIEW-TYPICAL DETAIL = x “eo Ke Rt Po - 7 N VAPOR BARRIER SEE PLAN COMPACT SUBGRADE o5 REINF, CONC. FTG TFIG ab SEE PLAN a" rae ae er) AS-502 7 = 1-0" fp os J 2 o=.5" FS Sasa eS -- >: F (2 COLUMN FOOTING DETAIL AS-502 J 3ar= 1.0" sve 2° WIDE eae SEALANT EACH | KEYWAY SIDE, TYPICAL Pa _ metas = Ler ere 3 ee Be v4 se CONSTRUCTION JOINT T= WALL THICKNESS, SEE PLAN HORIZ BAR CONTROL JOINT ya" TYP 4" CHAMFER —‘\] | ; 2 : . a « a a ‘ Pines toe $s = ke . 4, : . 4 a . . a woe . .* a. * 2 4 - ~~ SEALANT EACH SIBE, TYPICAL STOP EVERY OTHER (5 CONCRETE VERTICAL JOINTS-TYPICAL DETAILS AS-502) wre AS-502f7 121-0 ° nN » @ | SCALE 1/4" = 1-0" Q oe" vat 2-8" | DEPARTMENT OF PLANNING ANDO NATURAL RESOURCES. SCALE. V4" = 1-0" [1 o-6" r z | SCALE. 1° = 1-0" ORIGINAL SHEET SIZE-11 x 17 OTHERWISE SCALES ARE INACCURATE REVISIONS. DATE \ | Note. Prior lo construction contact US V1 Department of Planning and Natural Resources, Division of Permits for building requirements the USVI Suiding Code. Al drawings must be separately approved by DFNR: Division of Permits upon submission of 8 buikiing permit application | | orawinc tite FOUNDATION DETAILS BY COMMISSIONER DAWN L HENRY SHEET NUMBER AS-502 SHEET 10 OF 14 BOND BEAM, SEE DETAIL 1/AS-520 HORIZONTAL REINFORCING HOOKED AT CORNERS, SEE DETAIL 1/AS-501 VERTICAL REINFORCING W/ MATCHING DOWELS IN FOUNDATION, SEE DETAIL 1/AS-501 9 GA MIN. HORIZ. JOINT REINF @ B"O.C, BELOW GRADE AND @ 16° 0.C. ABOVE GRADE STARTING AT FIRST COURSE ABOVE FOUNDATION LAP SPUCES 6" USE PREFAB L’S AND T'S AT WALL INTERSECTIONS FULLY GROUT ALL CELLS AND CONSOLIDATE GROUT IN 5 FT LIFTS. \AAAAA PLACE MORTAR ACROSS WEBS: ADJACENT TO FILLED CELLS \\ Th) ASTM C90 CMU FOUNDATION OR THICKENED SLAB SET FIRST COURSE IN FULL MORTAR BEOOING CLEAN OUT OPENINGS AT GROUT FILLED REINFORCED CELL LOCATIONS WHEN LIFT EXCEEDS 5'-0" REFERENCE TMS 402/602 FOR MAX GROUT LIFT HEIGHTS (1 TYPICAL MASONRY WALL CONSTRUCTION AS-510) wer=10 NOTE MINIMUM REINFORCING SHOWN APPLIES UNLESS 77 SHOWN OTHERWISE ON PLANS OR SECTIONS. USE BAR POSITIONERS. 24" MAX. 9GA. HORIZ. JOINT REINF TYP, UNO. (1) #5 BAR NOTE. SPACE ADDITIONAL #5 VERT BARS AT 32" C/C IN FIELD OF WALL PER DTL. /AS-501 (2 TYPICAL CMU CORNER DETAIL AS-S10) t=10" ° s oe & SCALE. 1/8" = 1-0" So ] & N | SCALE; 1" = 1-0" ORIGINAL SHEET SIZE-11 x 17 OTHERWISE SCALES ARE INACCURATE APPR, REVISIONS DATE. _ | Virgin [stands is believed to meet letly approved by OPNR, Note: Prior to construction contact U S.V | Department of Planning and Natural | : Resources, Division of Permits for baiiding requirements in the ‘This information has been developed soley as guidance and is the US.V1 Building Code. Ail drawings must be separa! Division of Permits upon submission of a building permil application. | DEPARTMENT OF PLANNING AND NATURAL RESOURCES prawine Tite. TYPICAL CMU DETAILS BY COMMISSIONER DAWN L. HENRY. SHEET NUMBER AS-510 SHEET 11 OF 14 —— po CONTINUE VMCJ THROUGH BOND SEAM AT ALL AREAS WHERE CMU IS EXPOSED TO VIEW r—— BEND PILASTER REINF 90° ry SEALANT CONTROL JOINT KEY | 285 VERT EA SIDEUNO \ =, oC; = — TTS nt 7) Hi u IT I I Heal i} a lI eal | i pee et VMCJ (2 TYPICAL MASONRY WALL CONTROL JOINT | Pitan) Seth | PLAN I a a {I fl It H TYPICAL BOND BEAM NOTE SEE PLAN FOR CONTROL JOINT LOCATIONS SEALANT AS-511 7 94" = 1-0" HOOK INTO JAM CELL OR CONTINUE ONTO ADJACENT OPENING HEADER SCHEDULED WALL REINF HOOKED y ( AT TOP OF OPENING x al ¢ “ SCHEDULED ~~ TOP REINE bd 16° MIN. Z SCHEOULED SI SHEAR REINF SPACING/2 rid" MIN t=——-@) a /™ Lf j \ ge OPEN BOTT _/ SCHEDULED BOTT REINF | E D>: 4 1 INTEL UNIT LINTEL SECTION 5 HORIZ IN BOND BEAM CMU PILASTER CMU LINTEUJAMB SCHEDULE MAX OPENING SPAN| CMU @ HORIZONTAL @ HORIZONTAL ® SHEAR ® MIN, ADJACENT REINF WIDTH BOTT REINF TOP REINF REINF JAMB CELLS (1 VERT ) PER CELL OPNG. 5 4'-0" e (1) #5 BOTT NIA NIA a yas 4-0" < OPNG. s 6-0" e (1) 85 BOTT NIA NIA 16" (2) #5 6-0 < OPNG <8" e (1) #6 BOTT (1) #5 TOP SELES 16" (2) #6 NOTES. 1 #6 VERT SHALL START ABOVE FOOTING WITH A MINIMUM LAP LENGTH OF 36° 2. 3 4, ALL CMU LINTEL BEAMS ABOVE BOTTOM COURSE SHALL BE CONSTRUCTED OF OPEN BOTTOM LINTEL UNITS, OR STRETCHER COURSES WITH 1/2 WEB CUT OUT COORDINATE W/ SECTIONS, DETAILS, & GENERAL NOTES PROVIDE THE SAME REINFORCMENT AND PLACEMENT FOR CONCRETE WALL OPENINGS (2.\ cmv LINTEL/JAMB SCHEDULE AS-511) ye err i} c-" va" 2-8" SCALE Ya" = 1-0" ORIGINAL SHEET SIZE-11 x 17 OTHERWISE SCALES ARE INACCURATE APPR”) REVISIONS: (DATE Note: Prior lo construction contaci U S.V 1 Department of Planning and Natural Re . Division of Permits for budding ents in th the US.V! Buiding Code All drawings musi be separately approved by DPNR Division of Permits upon submission of a building permit application leSOUTCES, for frequiremi the This information hes been developed soley #3 guidance and is | | fA # 3 3 & 2 > aa: z i 2 oOo = 2 9S 5 2 z 5 Fa é w Bg: z# 2 8 # § § #5 8 ——nd SHEET NUMBER AS-511 SHEET 12 OF 14 LIQUID APPLIED MEMBRANE REINF CONC. ROOF SLAG, SEE PLAN CONC. PARAPET, SEE PLAN SEE PLAN (3) #5 HORIZ. BARS CONT, (HKD. AT CORNERS TAAL dP TIROOF at. SEE PLAN s SEE PLAN ro" [~~ REINF_ CONG WALL, SEE DETAIL VAS-S01 AT CONCRETE WALL aa ROOF EDGE AT FRONT WALL LIQUID APPLIED MEMBRANE REINF CONC. ROOF SLAB, SEE PLAN 8"x6" CMU BOND SEAM Wi (2) #5 HORIZ., CONT., HKO. AT CORNERS I SEE PLAN #5 VERT BARS AT 16 CIC TAWALL SEE PLAN a ay] 2 re a fe i ; tl REINF CMU WALL, SEE DETAIL ey ees AT.CMU WALL CONC PARAPET, SEE PLAN J TIPARAPET 4 oI TIROOF rian SEE PLAN LIQUID APPLIED MEMBRANE (3) #5 BARS BOTT. (3) #3 AT 3° CIC t — #3 STIRRUPS —— SLAB, SEE PLAN (3) #5 TOP BARS AS-502 —V (C2 ROOF BEAM AT COLUMN REINF CONC ROOF 12°x16" REINF CONC. BEAM, (3) #5 BARS TOP AND BOTT., CONTINUOUS AND #3 CLOSED. STIRRUPS AT 6” C/C REINF. CONCRETE COLUMN, SEE DETAIL AS-5207 34" = 1-0" CONC PARAPET SEE PLAN LIQUID APPLIED MEMBRANE REINF CONC. ROOF J TEARAEET SLAB, SEE PLAN pe VARIES C4 o” 3 71 J (3) #5 HORIZ. BARS CONT bo |b HKD AT CORNERS =e | \o 3 TROOF > 7 Se =. et. , VARIES © . ° % SSS Tt =, TAWALL ; Sell VARIES ae a rE . by = —_ REINF CONC, * gl: WALL, SEE DETAIL 4 IAS-501 AT CONCRETE WALL (3 ROOF EDGE AT SIDE WALLS CONC. PARAPET SEE PLAN LIQUID APPLIED MEMBRANE REINF CONC ROOF Mii SLAB, SEE PLAN “te VARIES rf “e 3 7 [pe AVERT Bars wo AT 16° CIC =e Le | a ROOF rn — 9 - TAWALL = . Hf VARIES of z) |. ll oe ne te lp STEPPED CMU 9 W VARIES iH FORMED & POURED RAKED CONC. BOND BEAM W/ (2) #5 CONT. uy HKD. AT CORNERS Kj REINF CMU ll WALL, SEE DETAIL kK AS-501 ALLE v AT.CMU WALL AS-520 7 ¥ar= 1-0" AS-520) 34°=1:0" 16 OZ COPPER OR 316 GRADE STAINLESS STEEL FLANGE ATTACHED TO SPOUT LIQUID APLLIED MEMBRANE (FLASHING GRADE) WITH SCRIM TIPARAPET SEE PLAN MEMBRANE }-—— LIQUID APPLIED ac fy ae TROOF Mik SEE PLAN CAST ALUMINUM OR STAINLESS. ° 3 li J STEEL DOME STRAINER r Ne a . ill pve scHepute SEE ROOF PLAN t : 40 DOWNSPOUT & SECTIONS FOR All REINFORCING V (4 SECTION AT PARAPET DRAIN reror AS-520 ° 1-4" 2-8" SCALE. Wa" = 1'-0" os r 2 Oe SCALE: 1" = 1-0" ORIGINAL SHEET SIZE-11 x17 OTHERWISE SCALES ARE INACCURATE APPR. REVISIONS: ing and Natural the U S.V 1 Building Code. Ail drawings musi be separetety spproved by DPNR, Division of Permits upon submission of 3 building permit application. DEPARTMENT OF PLANNING AND NATURAL RESOURCES | prawn TITLE: ROOF DETAILS BY COMMISSIONER DAWN L HENRY SHEET NUMBER AS-520 SHEET 13 OF 14 p. — CONCRETE PARAPET ~~. “concrete ROOF ~e. SY “~~ RAKED CONCRETE CAP STEPPED 8” CMU WALL LIQUID APPLIED LIQUID APPLIED MEMBRANE MEMBRANE TIPARAPET TiPARAPET To VARIES o- IN VARIES I. - CONC PARAPET “~— CONC. PARAPET tone. SEE PLAN NX SEE PLAN ae BEAM 12x16" a ROOF conc 7. TROOF a BEAM < " a | ARIES =I= ## =—|=—-=3 rf ala eS= # I= ; Pak La oe — 7 = REO i a Neat, La genorral : Ww eh ae Ww GE ‘ sm Hes = = +-= N * -_ = — Th IL. d . A= Ne STEPPED CMU Lg ee SK i Th VARIES C m T TT. aR, [] \— @iesemnscomn so #3 CLOSED #3 CLOSED ° \ , ll, i < i He LOCATION STIRRUPS STIRRUPS - [I (2) #5 BARS CONT a ft " . REINF, CONC ATS CIC suProRTS’ AT RAKED CONC. CAP {I ATE CIC TYP AT. WALL, SEE DETAIL SUPPORTS = Fe rr : ell? T SUPPORTS VAS-501 : 1) | ese cha i IL ; t ADDITIONAL REINF. UNDER ROOF BEAM. . WALL, SEE DETAIL { A E | I‘ y VAS-501 I ll | (3) 9S BARS x 4'-0" LONG = : EACH FACE AT 8° CIC, 4 Alt i , Il. ll q CENTER UNDER BEAM ; =a iH : #3 CLOSED STIRRUPS ——7 M Lye | AT 8" CIC PLACED ALONG. 3-0" LONG #5 HORIZ. BARS AT CONCRETE WALL AT CMU WALL SECTION A-A AT SIDE WALLS (1 ROOF BEAM AT WALL | AS-521 7 34" = 1-0" HOOK TOP & BOTT BARS /\ AT INTERSECTION (2) #5 BARS EACH (2) #5 BARS EACH SIDE, TOP & BOTT. TYP CONCRETE ROOF. SEE PLAN FOR REINFORCING My 1 > i MAX OPENING zl 20! TY SQUARE OPENING (2 \ TYPICAL ROOF OPENING DETAIL EF AS kd faa a\ _ AN SIDE TOP & BOTT TYP CONCRETE ROOF SEE PLAN FOR REINFORCING BAR x 3'-0" LONG. CH CORNER, TYP CIRCULAR OPENING | \as-s21 7 so i (3 PLAN VIEW_AT BEAM/WALL AS-521) s4r= 1-0" 0 1 Pe a SCALE 1/2" = 1-0" } SCALE 2/4" = 1-0" ORIGINAL SHEET SIZE 11 «17 OTHERWISE SCALES ARE INACCURATE | \ APPR. REVISIONS: DATE Note: Por lo construction contaci U S V1 Department of Planning and Natural Resources, Oimsion of Permits for building requirements in the Virgin Islands. This information hes been developed a u 5 2 x Fs o «4 ¢ #¥ Zz 3 8 i] 6 yg 2 E e 8 & 2 SHEET NUMBER AS-521 prawns tie ROOF DETAILS SHEET 14 OF 14 3