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HomeMy WebLinkAbout38944 Revised Structural_struc-arch_review 1.11.21SHOP DRAWING REVIEW ROOF JOIST FRAMING PLAN Q NO EXCEPTIONS TAKEN ❑REVISE AND RESUBMIT 1Q. JOIST AND BRIOCING TO BE DESIGNED FOR -2ZO PST Q CORRECTAS NOTED ❑ REJECTED © SEE E3 FOR SECTIONS I TVICAL DETAILS The M e Onory MVISW of Me Slap drawing, for gataal cronfonnence ar0h the de3lgn wraepl of the project and Generel mmplience witl, the Intam,ation given In the contact documents. ThM shop drewings lwlaw dose not relieve. tP Contmetor'9 rBeporulb110y !or dknan —. material yuami;,rs grades end mnsWdion means aid methods. I ne Gen .. r shall be respornib,:: grades, g dimensions, aievau:- aa; quantiUea. and matr r,� . Any action shrnWl is snbj. ;a Jw rerlanal nts of the p'z Md epaDIDDa1f0113, Which Shag be l con o and OMelated b'r (iine101 (peoesse Tha General Cm- h Is i,att,iL�� VatviYDn praeaae9, and dht V te0M pes. fia ce Of hm� ypRM>NIOBIBfhadee and dR saUstadory peRonnarae d llis'.vork ._ RFV&WED13Y: DATE: BRIDGING LEGEND — — — CONTINUOUS HORIZONTAL BRIDGING AT TOP AND BOTTOM CHORDS ----- UPLIFT BRIDGING SINGIE ROW OF CONTINUOUS HORIZONTAL BRIDGING LOCATED AT THE FIRST BOTTOM CHORD PANEL POINT AT EACH END OF ROOF JOIST. HOIDZONTALNPIIFT BRIDGING SIZES: HS�Llytxlyt a 0.109 X�< OElDED DIACONAL BRIDGING 1.114 A 114 a 0.169 FOR FABRICATION � FIELD USE Digitally signed o����ENSF.-yam; by Mohamed * : No. S4794 * _ W Fa h my Date: STATE OF 2020.12.03 ►►n,n►�� 10:27:02 -05, 00, National Consulting Englneen, INC. CertlRale Of Aut anratGn *755 7255 SW 126th Steel PIIMI' FL 33156 T: (305).321.70411 F: (305).238-2362 Emait NaEona1Engnm@aol.com Mohamed W. Fahmy Ph. D. P. E. Ronda Regisyaton 154794 'THIS SHOP DRAWIGN SHOWS THE METAL SECTIONSAND CONNECTIONS AS DESIGNED BY THE E OA OF THIS PROJECT. R IS THE RESPONSABRJTY OF THE E D R TO REVIEW THIS SHOP DRAWING AND TO ENSURE THAT ALL THE DESIGN REQUIREMENTS ARE MET' PAINT: ONE "OF COAT STANDARD GRAY PRIMER ASTEMPORARYCOATING ROOF DECK NOTES: 1. DECK INSTALLATION TO BE IN ACCORDANCE WITH SD.I. SPECIFICATIONS. 2. ALL SHEETS ARE FURNISHED FULL WIDTH. ALL GLITCH FOR ROOF OPENINGS. AREA REOUIREMEN7 ETC. TO BE PERFORMED IN FIELD BY DECK ERECTOR. 3. END LAPS SHALL OCCUR OVER CENTERUNE OF SUPPORT STEEL AND BE A MINIMUM OF J INCHES. 4. FASTEN DECK WITH % 0 PUDDLE WELDS IN A J6p PATTERN AT ALL SUPPORTS AND AT PERIMETER WITH 5A 0 PUDDLE WEMS AT 6' O.C. MAX S SIDE LAPS SHALL HE FASTENED TOGETHER WITH (4)-•10 TEK SCREWS PER SPAN 6. DECK TYPE(S) THIS DRAWIN(l, A) I T)PE'0' , 20 GA, 36' COVERAGE FINISH: GALV. C60 �NIMn. PROFILE 7. ACCESSORIES INCLUDED A. SIDELAP SCREWS: WIN] B. DECK MARK LEGEND D1 3 a 20'-4' BUNDLE MARK) L L LENGTH OF SHEETS NUMBER OF SHEETS National Consulting Engineers, INC. Certificate Of Aulho shm W6755 7255 SAI 126m Street Pin""t. FL 33156 T: (305)J21-7D41 / F: (305)-236-2362 Email: Natonat EngnrsgaoLcom Mohamed W. Fahmy Ph. D. P. E. Florida Registracon W54794 'THIS SHOP DRAWIGN SHOWS THE METAL SECTIONS AND CONNECTIONS AS DESIGNED BY THE E 0 R.OF THIS PROJECT. IT IS THE RESPONSABIIJTY OF THE E O.R. TO REVIEW THIS SHOP DRAWING AND TO ENSURE THAT ALL THE DESIGN REQUIREMENTS ARE MET �� �``%E�1W.F''�, Digitally signed 6E(Vy�•'� i� x�°� •'y<= by Mohamed W *• "°'*'�` :1*r2 Fahmy -Q P• � Date- 2020.12.03 11104m.121 � 10:27:28-05'00' ROOF DECK PLACEMENT PLAN NORTH FOR FABRICATION * FIELD USE 20CA C60 t00F DECK UK - SECTION 1 SECTION 2 SECTION 3 REF : 1/S3B1 REF: 3/S301 REF : 5/5301 OF PANEL POINT MORE THAN Y OF POINT LOAD N P - 2' 1 1YP. MI 1. MINIMUM MID NO MUM INTO W WT DLIFD CDL OF PANEL OINT HORRNPUFT BRIDGING M RE THANP 3- 42NM2VaVi UBOiTTTOMRICDOING - TYPICA, A, EACH HORD END PANEL POINT SEE PUN FR ANGLE 517E TYPICAL BRIDGING LAP DETAIL 0 EA. SIDE OF POINT LOAD TYPICAL UP IFT BRIDGING TO WALL DETAIL TYPICAL JOIST REINFORCEMENT DETAIL UPUFT BRIDGING - FURNISHED IN 20'-0' OR AT CONCENTRATED LOADS 25'-0- LENGTHS. CUT TO SUIT IN ADD, MAXIMUM LAP TO BE 2. ALL DROPS MUST BE USED. ALL FOR LOADS EXCEEDING 250 LBS 0 TOP CHORD 1 100 LOS 0 BOTTOM CHORD CONNECTIONS ARE FIELD WELDED. SEE PLAN FOR ANGLE 512E National Consulting Engineers, INC. Cerefiale OF Aulhortation iR755 7255 SW 1261h Street Pint, FL 33156 T: (30 321.7041 / F: (305) .23&2362 Email: NaGonatlEngnrs�aol.can Mohamed W. Fahmy Ph. D. P. E. Flonda RegistraDon N54794 'THIS SHOP DRAWIGN SHOWS THE METAL SECTIONS AND CONNECTIONS AS DESIGNED BY THE E 0 R OF THIS PROJECT. IT IS THE RESPONSABILITY OF THE E.O.R. TO REVIEW THIS SHOP DRAWING AND TO ENSURE THAT ALL THE DESIGN REQUIREMENTS ARE MET' 0%%1111'1811,, Digitally signed op ?Z --BeH e-' es by Mohamed W No. sns. *_Fahmy * :p STATE OF Date:. l 2020.12.03 10:27.46-05'00' FOR FABRICATION � FIELD USE 200A O60 HOOF DECK NOTES: NET UPLIFT: 132 PLF SEQUENCE QTY MARK TYPE ELEV, SLOPE EXTL C/COR CLEAR EXTR FL/ TYPE CL FR/ TYPE-4" CR BDL BDR SHL SHR BCXL BCXR CAL NOTES 1 2 3 4 9 J1 28KCS4 4" 431 4" F 0" F TV2112" 2112" 44'-0" 4 J2 28K10 4" 43'-4" 4" F 0" F 0" 2112" 21/2" 44'-0" 13 TOTAL QTY LAST SHOP ORDER YES ❑ NO ❑ PROJECT: 7-11 Store 9389U FL Pierce PAINT: Gray REV � DATE .�®��-� ��5-8- CA N A M S SEE FOR DESCRIPTION OP I Joists and Steal Deck LIST DESCRIPTION SHEET CUSTOMER: Miami Metal Deck SPEC: PLANT: LIST BY: BP DATE 9-OCt-20 SEQUENCE PROJECT n CHECKED BY: DATE: SEQ COLOR: SHEET JL01 OF 7 VENTED ❑ DECKSUPPLIER: NON VENTED PRODUCT: 1 112" "B" 20 GA G60 DOMESTIC MATERAL ❑ COVERAGE 36 INCHES WEIGHT: 109 PSF FACTORY MUTUAL ❑ UNDERWRITERS LABORATORIES ❑ REMARKS STEEL DECK DESCRIPTION DECKACCESSORIES DESCRIPTION BUNDLE PIECE MARK 47Y LENGTH SQUARES BUNDLE PIECE MARK OTY LENGTH SQUARES PIECE MARK OTY LENGTH A B C ANGLE GAUGE OFFICE USE Mot) ACCESSORYTYPES Di 15 30'-0" 13.5 " urta A� 6D2 ORju�A B EL12GA �B� c POUR STOP CELL CLOSURE Z- CLOSLrmE PS_ CCU_ ZC_ AEr� A--� A = 1" MIN ,LC " c CLOSURE STRIP EDGE STRIP 'Z' EDGE STRIP CS_ ES ZES_ B P 8 AE � I ANGLE ..II� C RIDGE 8 VALLEY SUPPORT CHANNEL BUTT STRIP RV_ SC_ BS_ SMALL LARGE ^ ' � n n RUBBER CLOSURES METAL CLOSURES (22 GA1 RCS_ OR RCL A A LJL MCS_ OR MCL_1. THICK 15 24'-4" 10095 D3 15 22'4" 10.05 D4 1 1 7 5'-1Olt 123 SIZE 10 SCREWS: 500 5fS DIA WASHERS: SIZE 12 SCREWS: 14 GA SUMP PANS: 3.39 TOTAL TONS 52 TOTAL PIECES 35 73 70TAL SQUARES LAST SHOP YES NO ORDER ❑ ❑ PROJECT: 7-11 Store,�38944 Ft. Pierce OFFICE USE RED # REV# DATE: DECK AND CANAM ACCESSORIES 4,ee JOIStS and Steel Deck LIST CUSTOMER: Miami Metal Deck MATERIAL 40 KSI PLANT _ LIST BY: BP DATE: 9-Oct-20 SEQUENCE: PROJECT# BY: DATE: SEQ COLOR: None None SHEET# D1 OF 1 t WELDED "r TYPES F BOLTED W rYPES t BOLTED "H" TYPES a ? a SPACE SPACE rSPACE TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPES TYPES TYPE 7 TYPES TYPES TYPE 13 TYPE 14 TYPE 1S NOTE FOR "D1T" USE "+" WHEN "LEFT• IS LOWER THAN "RIGHT" & USE =" WHEN "RIGHT" IS LOWER THAN "LEFT" NOTES: SEQUENCE QTY MARK TYPE LEFT MARK LEFT DEPTH RIGHT MARK RIGHT DEPTH SPACING IT = DIFF INTOP SIZE REMARKS SEQUENCE HORIZONTAL BRIDGING 1 2 3 4 1 2 3 4 QTY MARK LENGTH SIZE REMARKS a 400 1 26" 28" 5-0" L1 1/4 x 0.109 20 H3 25'-0" L1 1/2 x 1 1/2 x 0.109 SEQUENCE BRIDGING ANCHOR CLIPS 1 2 3 4 QTY MARK LENGTH SIZE REMARKS SEQUENCE GIRDER KNEE BRACE / LOOSE BOTTOM CHORD - 1 2 3 4 QTY MARK LENGTH SIZE GIRDER DEPTH JOIST DEPTH SEAT DEPTH SEQUENCE BOLT/NUTNVASHER SEQUENCE SOLT/NUTNVASHER 1 2 3 4 QTY SIZE 1 2 3 4 OTY SIZE a TOTAL QTY LAST SHOP YES ❑ NO ❑ ORDER PROJECT: 7-11 Store #38944 Ft. Pierce PAINT: Gray REV# DATE J= BRIDGING CANAM LIST Joist~ and Steel Deck CUSTOMER Miami Metal DeckDATE SPEC: PLANT: LIST BY: BP 9-Oct-20 SEQUENCE: PROJECT# CHECKED BY: DATE: SEQ COLOR SHEET 131.01 OF 1 1 ROOF CURSSTRUCTURALSTE TIONS 2 CAR II �� F—�o•-11 f T 1 STRUCTURALFRAMIN. By OtM1.n 3 CARRIER RAL FRAMING f� .i rJ WINO FORCE ATTACHMENT CALCULATIONS 7 ROOF CURE ATTACHMENT L ~1 4 REMOTE Cm. FIGURATIONS-T.' ®0as ®0as ®was moss /) rypie.i el, K--'77 STRUCTURALFRAMING Ry Ott,... ABM WE M1.0 c a m j m 9'-6 y Cy tmmPI Z Length includes additional 4° by joists' slope 2° as per indicated on Detail 6/SQ1 C C' 41 d N H� o = n n ( ' v j x O ` C x -P 0 Fr z Z \ TD o r CD v \ m W o RELEASED CD � FOR FABRICATION m -� m m BEST INDUSTRIES INC. STEEL BEAMS DETAILS c UANTITY : 2 UNITS DESCRIPTION : HSS 6 x 6 x 1/4 + PL 3/8" Thickness' PIECE MARK : 2D-3450_dm-1 FILE NAME : 20-3450 STEEL BEAMS JOB I? 20-3450 CUSTOMER : WILSONS PETROLEUM ADDRESS : 7-ELEVEN 38944, FT PIERCE PL 16" x 16" x 3/8" PL1 LAT. PLATE HSS 6 x 6 x 1/4' BM1 BEAM HSS 6 x 6 x 1/4" BM1 BEAM + TYP 1/4 16' x 16" x 3/8" PL1 LATERAL PLATE _ 13'-7 3/8" MIRROR HOLE SIZE : 9/16' U.N.O. PAINT : GRAY PRIMER DRAWN BY : LB. SCALE : N.T.S. 14 I 8 I FABRICATED BY : DATE : CHECKED BY DATE : 06 / 17 / 2020 REVISED SHEET 2 OF 9 BEST INDUSTRIES INC. JOB # 20-3450 CUSTOMER : WILSONS PETROLEUM STEEL BEAMS DETAILS ADDRESS : 7—ELEVEN # 38944, FT PIERCE HSS 8 x 8 x 1/4" LSV BM2 BEAM HSS 8" x 8" x a "LSV x 19'-6" LONG. W. Mills, Short e, Assod S. •. 70022ndP1ace,Suite202D PHONE No. 8 Vero Beach, Florida 32960 772226.r42 (Veto Beach= 847 W.13th CL, Ste 1 WEDSM Riviera Beach, FL 33404 0 . v~.MiLLsShortAssociale �i �. • CA - 30696 TI IIS ITEA1 I IAS BEEN DIGITALLY SIGNED S SEALED BY JASON W.5110RT. � 4620 Lipscomb St. NE, Stile 2 oo : ► P.E. M.ASCE P.E. 069019 ON 12/042020 USING A DIGITAL SIGNATURE Palm Bay, FL32905 OF ` TO THE BEST OF MY KNOWLEDGE. THIS STRUCTURAL ELEMENT HAS BEEN O •. PRINTED COPIES OF71IIS DOCUMENTARE NOT CONSIDERED SIGNED& AOCOROAA'CEWITHSECNON160OFTiiE2o17FLORIOABUM. INGCWE(6TH .... "• �` SEALED, AND THE SIIAAUh1ENTICATION CODE MUSTDE VERIFIED ON FABRICATED BY : DATE " ELECTRONIC NO OTHER CERTIFICATIONS ARE EXPRESSED ORIMPUl9. / 3 `�` ANY COPIES. QUANTITY : 01 UNIT /111111%1% HOLE SIZE : N / A CHECKED BY DESCRIPTION : HSS 8 x 8 x 1/4" PAINT : GRAY PRIMER DATE : 06 / 17 / 2020 PIECE MARK : 20-3450 BM-2 DRAWN BY: L.B. REVISED FILE NAME : 20-3450 STEEL BEAMS SCALE : N.T.S. SHEET # 3 OF 9 BEST INDUSTRIES INC. JOB # 20-3450 CUSTOMER : WILSONS PETROLEUM OVERALL ROOF PLAN ADDRESS : 7-ELEVEN f 38944. FT PIERCE 2r-4" , SC1 BM-2 SC1 11 , SEE S102 NOTE 1 I Im ' : I m' I ' o i I , , PL1 Plates PL1 Plates � (3) 1/2" Diam. A3O7 (3) 1/2" Diam. A307 co THRU Bolts x 12" Long. , THRU Bolts x 12" Long. OVERALL TOWER ROOF PLAN VIEW DIMENSIONS TO BE VERIFIED ON SITE QUANTITY : N /- A HOLE SIZE c N / A CHECKED BY DESCRIPTION : OVERALL TOWER ROOF PLAN VIEW PAINT : N / A DATE : 06 / 19 / 2020 PIECE MARK : N / A DRAWN BY: L.B. REVISED FILE NAME : 20-3450 TOWER ROOF PLAN VIEW SCALE : 1" = 1'-0' SHEET r 9 OF 9 3.2'1J' .waceTaeOrmownmm.dcna ALUMINUM TUBE FRAMING .040 ALUMINUM BRONZE FLASHING 440 ALUMINUM BRONZE DECKING �— --- -1L --- -- — — ----- —� — -- --- JL --- -- — �— ------ —u— -- --- —1L --- —L �— --- �r --- -- —�— ------ —rr— -- --- �r --- -- —�— ------ -- --- --- — II II II II II II jj —� r rr II II II II II II 11 II II SECTION D-D .060 ALUMINUM BRONZE FLASHING }' HE(TEK SELF TAPPING SCREW WALLWITH BPCSi XS'WEDGE 8 12 ANCHORS 1'X 2 X 14GA STEEL TUBE SCREWED TO AWNING FRAMES 2X YXT•ALUMINUM ANGLE FRAM TUBING TO TRIANGULAR FRAMES ALLIMINUMTRIM 2XYX}'AI.0TS TRIANGULAR BRACKETS — T—e' 48. 0.0 BRONZE IN COLOR AWNING SIDE ELEVATION SCALE: 1" = 1'-0" AL=%%== MAG]FNMi AD PM M IXIM OR RDMID Rf in C =*C AE 0MaD Pf AO TIE2fflM ff 4}STaW51iM5 RID q1E SIEL mvm = 0 vm= R1R LLZ MAD al mIF7.4Mi fRl ilE 5>R6ID == IdS ff WM LYAS 00706 APRtNCBBIIS OR PlAMS 91111 ff U9D Ff CR 0=0 TO txf PF7f$L �. m 076Mt=WtTld FOR Af WISEommumm .040 ALUMINUM TRIM AWNING FRONT ELEVATION SCALE: 1 1/2' - 1'-0' DESIGN CRITERIA DECKING AND HORIZONTALARM FOR }'X 61/4'TAPCON KUK=e awlryNa=7-0a AWNING NOT SHOWN FOR CLARITY. 6PER BRACKET ``tttMMIr!]rrr�i EWS =1— s R 6PERB BRACKET ���..•••••... seams mrM TWAa. Mx trod malt ccm m t f X 2YX 23•X V LONG CHANNEL AWNING ALUMINUM BRACKET POCH SECTION D-D ���=rrrr�tttt� - Aga Od y SEG$? SCALE: 1" = 1'-0" N i C � X .STANDING SEAM DECKING =I K d� e 01) Ito ALUMINUM TUBE a12 x r MAXI$EAL = W p L j POP RIVET IY O.0 GUTTERTOANGLE 040 BRONZE 3 n =V6 Ln ' a' N ANGLEUM ATTACHEDTO ALUMINUM / ALUMINUM TRM nminv u.+unrN aart w.v urx us�.vn Nri..r..1. MT. rtwvts rxw.n.m r_.ucu n+atomrtnt no.tnmc . -- N st =�g2S BRACKETS WITH 1' `/ nurrt"tomm�rna\wcvrort,vc.mimNmncnt"ainncnt y. c rd $o MAXI$EALm PER C4 P BRACKETSo V.Y.rb,AW"nl\I{\A.TIGNIIC\iIUNCLOa MI'.1'aCNtIPImOV oLari"Nrc�wnrx .� 2 PIS g> $� 9i F BEST INDUSTRIES INC. RIM DETAIL 15860 WESTPARK LANE FT. PIERCE. FL 34945 ""SEE ABOVE t'°A0'z1 ar °RA"" °T R. SCALE: 1" = 1'-0" -- -- 6 50 020T IF 1 =11I I t CARWASH AND BUILDING AWNINGS (4)PCS 't r4L "Am 20-5450 7-11 '38944 in Nuam INDRIO AND KINGS HIGHWAY FORT PIERCE. FL 20-3450