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HomeMy WebLinkAboutConstruction Drawings9 CONSTRUCTION DRAWINGS rm�\ YKelly FOR A 58'-7112-VIA X 12-H EAVE X 245'-0 314"L BUILDING Klosure PROJECT: 1-STORY BUILDING a T10111Y 10111. CI=TOII IY 91019E. sT. LUCIE NUCLEAR JENSEN BEACH, FL BUYER: DAY & ZIMMERMANN PURCHASE ORDER: DZN0714019 KELLY ORDER: 9193-2 REVISION DATE COMMENTS 00 5119114 INITIAL RELEASE FOR APPROVAL 01 5128114 REMOVED SECOND FLOOR, ADDED GUTTERS 02 6117/14 REVISED BUILDING SIZE, DOOR LOCATIONS, & DOOR HARDWARE 03 6120/14 REVISED BUILDING SIZE, INSULATION THICKNESS, ADDED DOOR INSULATION 04 7/18114 REVISED DOOR LOCATION, DOOR COLOR, & ANCHORS 1) WONGSTRUCTURE A) BUILDING STRUCTURAL DESIGN CRITERIA a) BUILDING CODE: 2010 FLORIDA STATE BUILDING CODE b) ROOF LOAD: 20 PSF LIVE LOAD c) SNOW DRIFT LOAD: NONE d) WIND LOAD: 165 MPH, 3 SECOND GUST e) SEISMIC- DESIGN CATEGORY W, SOL SITE CLASS V fl RISK CATEGORY: II B) THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND BASIC STRUCTURAL DESIGN DATA LISTED ABOVE. THE BUILDING HAS BEEN DESIGNED AND ENGINEERED FROM A STRUCTURAL ASPECT ONLY. OTHER CODE COMPLIANCE ISSUES SUCH AS ENERGY EFFICIENCY, OCCUPANCY, EGRESS, HVAC, ELECTRICAL, MECHANICAL, FIRE SAFETY ETC. IS THE RESPONSIBILITY OF THE END USER OR ITS REPRESENTATIVES. MATERIAL SPECIFICATIONS ARE AVAILABLE UPON REQUEST. C) ANY REQUIRED %WOR PENETRATIONS' THROUGH THE WALLS OR ROOF OF THE BUILDING SHOULD BE NOTED AND LOCATED ON THESE APPROVAL DRAWINGS BEFORE RELEASE FOR MANUFACTURING IS GIVEN. THIS WILL ALLOW KELLY TO MODIFY FRAMING AS NECESSARY. FIELD CUTTING OF ANY STEEL FRAMING MEMBERS IS NOT RECOMMENDED AND WILL VOID THE STRUCTURAL DESIGN CRITERIA AND ANY WARRANTIES. 'MAJOR PENETRATIONS' ARE ITEMS LIKE WAC DUCTS AND LARGE PIPES OR CONDUITS, D) IF PERMITS ARE TO BE PULLED FOR THIS PROJECT, KELLY KLOSURE RECOMMENDS THAT THIS BE DONE BEFORE BUILDING IS RELEASED FOR MANUFACTURING. ANY INSPECTIONS REQUIRED FOR PERMITS ARE THE RESPONSIBILITY OF THE END USER OR ITS REPRESENTATIVES. IMPORTANT NOTE: ANY AND ALL CHANGES, MODIFICATIONS OR RETROFITS REQUIRED DUE TO PERMITS BEING PULLED AFTER THE BUILDING IS MANUFACTURED ARE NOT KELLY'S RESPONSIBILITY. 2) FOUNDATIONS A) FOUNDATIONS MAY BE EXISTING CONCRETE FLOOR SLAB. THE STRUCTURAL CAPACITY OF THE FOUNDATION IS TO BE DETERMINED BY OTHERS USING SOUND ENGINEERING PRACTICES. THE EXISTING STRENGTH PARAMETERS OF CONCRETE, REINFORCING STEEL, AND SOIL BEARING CAPACITY SHOULD BE ANALYZED IN THE REVIEW, B) ANCHOR BOLTS a) PRESETTING OF ANCHOR BOLTS IS NOT REQUIRED. ANCHOR BOLTS WILL BE INSTALLED AS THE BUILDING IS ERECTED. TELLY RECOMMENDS THE HIL77ADI ESNEANCHORS AS SHOWN ON THE BUILDING BASE SECTION ON THE EXISTING FOUNDATION PLAN VIEW PAGE. b) CONCRETE ANCHORS WILL BE SUPPLIED WITH THE BUILDING SHIPMENT. 3) PANEL COMPONENTS AND FINISHES (SEE PANEL COMPONENTS MOMETRIC) A) PANEL FRAMES& STRUCTURAL STEEL COMPONENTS ` e) PPG AQUACRON W447 WATER REDUCIBLE ALKYD PRIMER FILE 0 P� B) EXTERIOR STEEL SIDING AND ROOFING a) 24 GA 1-IW RIBBED YBR PANEL', REQUIRES SEAL TAPE AND STITCH SCREWS AT OVERLAPS b) SIDING AND ROOFING TO BE GALLVALUME COATED WITH PRIMER AND SILICONE MODIFIED POLYESTER PAINT FINISH 4) 5) C) FACTORY INSTALLED INSULATION a) INSULATION TO BE RIGID, CLOSED CELL, POLYISOCYANURATE WITH FOIL FACING b) WALLS: 3' THICK (R•20) SHEETING SCREWS c) ROOF: 4'THICK (R-28) D) FACTORY INSTALLED STEEL INSULATION LINER a) 29 GA GALVALUME COATED STEEL WITH SILICONE MODIFIED POLYESTER PAINT FINISH b) INSTALLED IN WALLS AND ROOF STEEL LINER GUTTER SYSTEMS A) 24 GA GUTTER & DOWNSPOUTS ARE SUPPLIED BY KELLY AS SHOWN ON THE BUILDING ELEVATIONS (PAGE 2 OF 5). NOTES: t6g. b�iWAS 01 ATTACHIlEN1' GUTTERS & DOWNSPOUTS ARE NOT HURRICANE RATED. 11�P�Y 14 OF TM� PERSONNEL AND EQUIPMENT DOORS PANEL TO PANEL CONNECTION EXPOSED PANEL STRUCTURAL STEEL FRAME EXTERIOR 'b,, ./- SHEETING TYPICAL PANEL ISOMETRIC A) 3W X TH PERSONNEL DOOR FACTORY INSTALLED IN A 4 0' WIDE WALL PANEL, COLOR SCHEDULE TYPE'A' SHOWN ON PLAN VIEW a) DOORFRAME: 14GA. STEEL, GALVANIZED, PRIMED AND FINISH PAINTED ITEM COLOR OR FINISH REQUESTED STEELCRAFT F14-45 314' 3070 RHRA SB-REINFR. PA GALV ROOF SHEETING & b) DOOR LEAF: 16 GA STEEL, POLYSTYRENE CORE, GALVANIZED, PRIMED & FINISH PAINTED, LIGHT STONE STEELCRAFT H164 3D70 FLUSH RHRA 161 C STC GALV RIDGE CAP c) ENTRY LOCK: VON DUPRIN 9%L LEVER ENTRY W/ BEST LOCK CYLINDER, CORE BY OTHERS WALL SHEETING & d) EXIT DEVICE VON DUPRIN 99LPANIC HARDWARE 626 FINISH LIGHT STONE a) HINGES: (3)STANLEYFBB1994.5X4.5,US32D _Y BASE FLASHING 0 'CLOSER: AMERICAN EAGLE 7101 AL =-VERTIC III DOOR SWEEP: STANDARD, MD DCV134, ALUMINUM FINISH z - _ . h) WEATHER STRIPP84G: STANDARD, REESE 815C,ALUMINUM FINISH l "f FLASHII THRESHOLD: MANUFACTURER STANDARD 3Mr FORMED STEEL EAVE & B) 5'4'W X TH PERSONNEL DOOR FACTORY INSTALLED IN A"WIDE WALL PANEL _ 'B' �° �"o LUCIE C OU�I S WESHOWN ON PLAN VIEW a) DOOR FRAME: 14 GA STEEL, GALVANIZED, PRIMED AND FINISH PAINTED REVIEWED FOR C661gI& CE b) DOOR LEAF. ALL. CRAFTFPOLYSTYRENE CORE GALVANIZED PRIMED & FINISH PA�10CTTO )FIE 6 G14- — — STEELCRAFT H164 5670 PAIR FLUSH RHRA 181 C STC GALV - T TA C U D I t§HE C) d) ENTRY LOCK EXIT DEVICE: VON DUPRIN 996L LEVER ENTRYWI BEST LOCK CYLINDER; CORE BY VON DUPRIN ISH; 9975 MORTISE PANIC HARDWARE, 626 FINACTIVE I L� Y� e) HINGES (PER LEAF): 'CLOSER- STANLEY FBB199 4.5X4.5, US32D (3 PER LEAF) =P5 8i E )PME1� f) AMERICAN EAGLE 7101 AL g) DOOR SWEEP: STANDARD, MD DCV134, ALUMINUM FINISH '^ h) 1) WEATHERSTRIPPING: STANDARD, REESE 815C, ALUMINUM FINISH FLUSH BOLTS: IVES B360 (INACTIVE LEAF TOP & BOTTOM) . ` ERSONNEL DOORS J) THRESHOLD: MANUFACTURER STANDARD 3!6' FORMED STEEL 1. (7 THESE ITEMS ARE FIELD INSTALLED TO PREVENT DAMAGE DURING SHIPMENTAND ERECTION EQUIPMENT DOORS 6) STRUCTURAL MATERIAL SPECIFICATIONS: INTERIOR LINER A) BUILDING SHELL STRUCURAL ANGLE & CHANNEL SHAPES: ASTM A52M S) ROOF TRUSS BOTTOM CHORD: ASTM A36 EXPOSED INTERIOR C) PAVE& RIDGE ANGLES: ASTM A38 STRUCTURALSTEEL D) ANCHOR BOLTS: SCREW ANCHOR IIYX0'&314'X6112' E) BOLTS FOR STRUCTURAL CONNECTIONS SHALL BE Ire DIAMETER GRADE 5 AND 518' DIAMETER OR LARGER A325, TIGHTENED UNTIL SNUG, UNLESS NOTED OTHERWISE SNUG TIGHT IS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT AND MAY BE ACHIEVED BY FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH. THE FOLLOWING ARE THE SPECIFIED TORQUES FOR 112' AND 5V BOLTS, BUT NOTE THAT THE AISC DOES NOT RECOGNIZE TIGHTENING BOLTS TO A SPECIFIED TORQUE AS A SUFFICIENT MEANS OF TIGHTENING THEM. IT DOES HOWEVER RECOGNIZE THE TURN OF THE NUT METHOD AS A SUFFICIENT MEANS TO TIGHTEN BOLTS. TORQUE 1I2' BOLTS TO 95 FT I LBS. AND 518' BOLTS TO 190 FT I LBS. THESE PLANS AND ALL PROPOSED WORK ARE &IjtJECT TO AI4Y CORRECTIONS REOUIf3DD BY PIEL® INSPECTORS THAT MAY BE NTECE96AWf IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIAN REVIEWED BY DATE` PLANS AN PE IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE bGHT STONE LIGHT STONE [CT 3 LIGHT STONE LIGHT STONE LIGHT STONE FP&L SKY BLUE NONE SUPPLIED WHITE GRAY NIELSEN-BAUMERT ENGINEERING, INC. 9802 NICHOLAS STREET, SUITE 105 OMAHA, NEBRASEA 68114 PHONE: (402) 496-4750 FAX: (402) 496-1147 Y Y rD Y = � Y W Y t` E t� c a? o � G_ Cl� M M O O �i c CD 00 00 M�+ N o W a. N Y Y Z C ti m CD ID C Q a) 47 L- N � L - � LL_ Lo W a LJL a 0 W O CU W W co 0 Z � �Zrj rn mdc Z m r Z�u- �z N Lu uumJJ W N od Or cWn ��c$ p�W ag 'CD L 0 N • m_ m 0 ry . N N T • .n .E 11'I I�I I•I I I I I I I I I I' I I I I I I I' I I I I I'I I 'I I I I I I I 'I'I I I I I I'I I I I I I I I.I I I'I I i I'I' I I'I I'I I L I I I I I I I' I I i' I I I Ti,,1111 I I I I I I I I I I I� I I. I I I I I I I, ee I' . I I I I I I I I I I I I I I I 1 I F$I I I I' I II I I I I I I'I .I •I I � I' I.- I I I' II I I I I I I I ,I I I I I III,.16 ® I I III I I I I I I (3) 3'-0"W X T-0'H - 245-0114' (2) 5' 6°W X T-0'H PERSONNEL DOORS DOUBLE DOORS EXTERIOR LENGTH ROOF PANELS c!) Popov ® V 4 N O c .. d o � `O cq�OHO 00 v ui Z o �c Y m .c (D d w'p a�i GUTTFR&DOWNSPOUTS cl- u- Cx- L I I' I- I I I I I I I I I I I I I'�1 I I I I I I'I I I I I I I I I I I 16 I I I I'I,I I I I I I I I I I I- I I I I I I I I I .............. I I,I I I I I,I I I I I I I.I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I (3) 3'-0'W X T-0'H. 2465114'. PERSONNEL DOORS EXTERIOR LENGTH r- - UTI �� gy cn . ^! V O Mil F �' Z O� ILL. 0 :LEE J N = WEST ELEVATION w M�$� THESE PLANS AND ALL PROPOSED WORK w Lu ARE EAJECT TO ANYCORRECTIONScn REQUIRED) BY FIELD INSPECTORS THAT MAY BE NECE36AIR Y IN ORDER TO c� COMPLY WITH ALL APPLICABLE CODES., o z GABLE END WALL PANELS GABLE END WALL PANELS . n rn GUTTER & DOWNSPOGUTTEUTS. I i I i I I S DOWNSPOUTS `?_ (��� Z_LJQ� gJ= W 00 ceZ 0 (n I I I I I.I I I I I I I I I I I'I I I 16 . I C I I, 'I I I I. I•I I p I I. LU Z.m _ O N �WZ V °a 60'-0' 601-0' EXTERIORWIDTH EXTERIORWIDTH Lu Z_ J Z 03 Lu = SOUTH ELEVATION NORTH ELEVATION w CO o FILE C" f C! 2 o CYR oaa<a Y a ID N ' ,n _4 0 C m - z z 0 z z p at o' N z z i od a 0 N cn , 0 o, Nc E r a E N 0 u WEST SOUTH NORTH EAST 'PLAN VIEW. WORK IN START BUILDING . THIS DIRECTION ASSEMBLY AT THIS END —� (NORTH ENOWALL) Lo Elz W 0 n Z. >4 I THESE PLANS AND ALL PROPOSED -WORD ARE SUBJECT TO ANY CORRECTIONS REOUIRM BY FIELD INSPECTORS THAT w Plot MAY BE NECE36AIIlY IN ORDER TO _ Ed COMPLY WITH ALL APPLICABLE CODES. co I cn F,I�LE.'C-OPY. orti z<LL aZ W2• WN • U W � m0 DOOR SCHEDULE MARK NO. DESCRIPTION O T-O'W X T-0'H INSULATED PERSONNEL DOOR WI _. PANIC, REESE WEATHER STRIPPING, & 21' X23' X 112' LEXAN WINDOW (SWING AS SHOWN ON PLAN VIEW) 6-8'W X T-0'H INSULATED DOUBLE DOOR WI PANIC & REESE WEATHER STRIPPING (SWING AS SHOWN ON PLAN VIEW) © Y-O'W X T-0'H INSULATED PERSONNEL DOOR Wl. PANIC & REESE WEATHER STRIPPING (SWING AS SHOWN ON PLAN VIEW) �Wz .. Lu H W zN ' 0 ��� o� v � 4 v z M 120 o gi o aL 9 C . V 246'49116':.' o OUTSIDE TO OUTSIDE OF CONCRETE . • o . M . . m N . m N 0 C.C:N.'M''O py .2 O ~ Cfl �. co'. GO M cQ CV N Y Z' 0 N ti o 246' 613116' :. CD OUTSIDE TO OUTSIDE OF CONCRETE v' a LL_ EXISTING. FOUNDATION PLAN VIEW THESE PLANS'AND ALL PROPOSED WORK ARE PIDJECT M ANY CQRRECTIONS RE@UIRM BY FIELD INSPECTORS THAT Z F a IMaY BE NECL36A"Y IN OMER TO n w O LL p� L .�< . C�01l�P Y �iIITH ALL APPLICABLE CODES.. zCL It . --- SILL SEAL - - - SILL SEAL - - - ------�$ Z W vift --- = WRIGID INSULATION = _______ 3'RIGIDINSULATION LJJ °° BASE FLASHING - = STANDARD WALL PANEL . = BRACED WALL PANEL BASE 8' MIN; 7118' MIN; 711. FLASHING R = _ _ _ _ _ (2) 518' HILTI HAS RODS 9 HY-200-R ADHESIVE Z (2)112' HILT[ HASODS WI HY-200 R ADHESIVE, _ _ _ _ _ _ = PER PANEL (3117 EMBEDMENT IN EXISTING CONCRETE, _ _ _ _ _ _ _ PER PANEL (6- EMBEDMENT IN EXISTING CONCRETE, p Z 1` 7112' TOTAL EMBEDMENT INCLUDED TOPPING SLAB) _ _;; = 10'.TOTAL EMBEDMENT INCLUDED TOPPING SLAB) J Lo CD - d - -- r- m �- M Q LLI co0V �m Z Uj m4 OR N CONCRETE FOUNDATION . a CONCRETE FOUNDATION' Z J co 0 d & SLAB BY OTHERS • , e. ° & SLAB BY OTHERS W' N .. a co o � STANDARD PANEL BASE SECTION BRACED PANEL BASE SECTION a �. �1 SCALE: 1 1%2 1'-0" SCALE: 1 1/2" = 1'-0" c .4 ig Z V�ILE- qqa M U.e .. .a I' Ir mi - - d7 RECOMMENDED.TOOL LIST FOR ASSEMBLY .TIN SNIPS SPUD WRENCHES (1/4" - 3/4" TAPER W/ CRESCENT WRENCH) 1/2"'DRIVE RATCHETS 9/16"-1 1/4" DEEP WELL SOCKETS ELECTRIC IMPACT WRENCHES 1/2" DRIVE 'ROTARY HAMMER DRILL (MINIMUM 6AMP, SDS STYLE) SDS MASONRY DRILL BITS (SIZE DEPENDS ON ANCHORS) SLEDGEHAMMER 3LB, HAMMER C-CLAMP VISE GRIPS C-CLAMPS W/ 4" - 6" OPENING TAG LINE ROPE - 75',17'LONG SCREWDRIVERS (PHILLIPS & STANDARD) ELECTRIC'DRILL 7/16"A1/16" STEEL, DRILL BITS 9/16"A 1/4" WRENCHES. 5/16" & 3/8" NUT DRIVERS 100'-O"LONG TAPE MEASURE CHALK LINE STEPLADDERS CAULKING GUN STANDARD, RIGGING ' CHAINFALL RIGGING FORKLIFT (TELE-HANDLER) SCISSOR LIFTS• ARTICULATING BOOM LIFT CRANE (CAPACITY DEPENDING ON WEIGHT OF PICKS) COMEALONG WOOD DUNNAGE (4X4 LUMBER) LARGE CROWBARS THE FINAL TOOL LIST WILL BE IN THE ASSEMBLY DRAWINGS . - INCLUDED WITH THE BUILDING SHIPMENT - m . . _m. m �C w :. EEp. — O � Q Ch �. -p CO :CV cr.) p CD oo N N [)•CO' 1` O• .W ' CV �' .' >.+ 00 C N . a.E. C ex— 'Cx.. LL �a ills V L0 $ O F • O� z ROOF PANEL U) _1 a W Ln tg g V W a I� GUTTER SUPPORT od CHANNELS (T-V O.C.) W �3 cn THESE PLA - CIS AND ALL PROP®SEQ :WOR 24 GA. GUTTER & ARE SUBJECT TO ANY CQRRECTI®ids .. c� . AEGUIf� Z � . oowrispouls PAINTED TO dJ BY FIELD INSPECTORS .THAT .... �_ Z rn MATCH BUILDING EXTERIOR It II il MAYBE *Cg86p�Y IM ORDER T® lii�iili; 611I II II � ,I�� Ii II IIII:� �, �� � • CommIM17H ALLnns nnnnnnnnnnnnn n'unnn u,inn n. irnn c alb 4L . Z O �. APPLICABLE C®DES. c� TRUSS BOTTOM CHORD . ______ co_ CWC -- Q W U GED DOWNSPOUT OUTLET pyE�AppIN GE . UNDERLAP EDGE Q Z LLi N OWm . MASTIC TAPE &LAP SCREWS . _.Z.. ckd • ..WILL BE PROVIDED W OVERLAP DETAIL - Liu. N DOWNSPOUT SUPPORT ~ c� BRACKETS . � � SIDE WALL PANEL ' ------- NOTE: ALL WALL & ROOF PANEL OVERLAPPING JOINTS TO BE MASTIC TAPED AND STITCH SCREWED EVERY 1'-6' O.C. mum, to NEU CIO v `r m .o GUTTER SECTION py _ SCALE: 1 1/2,, - 1,_ 0„ 9