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HomeMy WebLinkAboutREVISION (2)ADVANTAGE SELF STORAGE - BLDG. C (AV-37) KITTERMAN ROAD & US-1 PORT ST, LUCIE COUNTY, FLORIDA CONTRACTOR: WELSH CONSTRUCTION HMB STEEL CORP 4080 Pines Industrial Avenue, Rockledge, FL 32955 Website: www.hmbsteel.com TEL: 321.636.6511 FAX: 321.636.0270 GENERALNOTES 1. G.C. IS TO SHOOT THE TOP OF ONE NUT TO ESTABLISH THE BOTTOM OF EACH COLUMN BASE PLATE ELEVATION. FOOTING MUST BE CLEAN AND READY, TO INSTALL COLUMNS. 2. FIELD TOUCHUP OF PAINT IS NOT PART OF HMB STEEL'S CONTRACT. 3. GROUTING OF BASE AND BEARING PLATES NOT BY HMB. 4. ALL CONCRETE FORMS SHALL BE STRIPPED AND THE POCKETS CLEANED OUT BEFORE STEEL ERECTION. 5. ALL FIELD DIMS, ERECTION SECTIONS, AND JOB CONDITIONS MUST BE VERIFIED AND/OR FURNISHED ON APPROVAL DWG's. ANY OF THIS INFORMATION NOT MARKED OR CHANGED ON THE APPROVAL PRINT WILL BE UNDERSTOOD TO BE APPROVED AS SHOWN AND DIMENSIONED. 6. TO THE BEST OF HMB'S KNOWLEDGE, THESE SHOP DRAWINGS COMPLY WITH THE CONTRACT DOCUMENTS ISSUED TO US UPON NOTIFICATION TO PROCEED. 7. THESE DRAWINGS ARE FOR USE IN THE FABRICATION AND INSTALLATION OF ITEMS FURNISHED BY HMB STEEL CORP ANY USE OF THESE DRAWINGS FOR OTHER TRADES TO PRODUCE THEIR PRODUCT IS FORBIDDEN. HMB STEEL CORP WILL ACCEPT NO RESPONSIBILITY FOR ERRORS OF OTHER TRADES CAUSED BY USE OF THESE DRAWINGS. 8. ALL PIECE MARKS AND SHOP ORDERS ARE TO APPEAR IN AN UPRIGHT POSITION ON THE LEFT END OF EACH PIECE. 9. ALL BOLTS SHOWN HAVE BEEN DESIGNED FOR BEARING TYPE CONNECTIONS UNLESS SHOWN OTHERWISE. HARDENED WASHERS SHALL BE INSTALLED OVER ALL SHORT SLOTTED HOLES. CONSULT SHOP DETAILS FOR BOLT LENGTH TO BE USED AT EACH CONNECTION. DRAWING SYMBOLS BEAM SIZE j � T.O.S. RELATIVE TO 1ST FLOOR W16x26 +12'-0" C=; " (25) CAMBER INDICATES MOMENT CONNECTION W16x26 +12'-0 C=1 (10) 1 (5) 1 (8) # OF SHEAR STUDS UNIFORMLY SPACED AT TOP OF BEAM ALTERNATE SHEAR STUD CALLOUT FOR NON -UNIFORM SPACING (10) MINIMUM MATERIAL GRADES W AND WT M, S, MT, AND ST HP L C AND MC HSS PIPE PLATE & BARS SHEAR STUDS HS HEX NUTS HARD WASHERS A325 BOLTS A490 BOLTS ANCHOR BOLTS JOIST AND DECK ASTM A992 / A992M ASTM A36 / A36M ASTM A36 / A36M ASTM A36 / A36M ASTM A36 / A36M ASTM A500 GRADE B / A500M GRADE B ASTM A53 GRADE B / A53M GRADE B ASTM A36-A50 / A36M-A50M ASTM A108 ASTM A563C ASTM F436 ASTM F3125 GROUP A ASTM F3125 GROUP B ASTM F1554 GRADE 36 UN ON SHEET 1 REFER TO MANUFACTURER'S DRAWINGS FOR ALL JOIST & DECK MARKS, LOCATIONS, WELDS, ATTACHMENTS, AND SECTIONS. STRUCTURAL :e A,* ERECTION *,/� E L ENGINEER: BRYNTESEN STRUCTURAL ENG. HMB STEEL CORP Contact Information Sha-ron Roslin, Project Manager Email: sroslin@hmb,�4#ael.com Larry Duchaine, Ded tanager Email: Iuchaine@, t. ! om I YNTESEN STRUCTURAL ENGINEERS v;CE:i"T=Qp�S NOTED A0CrpT D, RGVISE AND RESUBMIT C"" EIVED L.J r,4:,r t { AND IS E4^! P1vIJ ACCEPTANCE IS FOR DESIGN INTENT 0 C014011 IONS, (' F? C)It�IEN, IONS, OUANTITIE.a otl j T RAC TOh. F, t� THE CONTRACT ;',C'.i„{ r',; THE SOLr Rk'PGNSIi31LITF - F3IvI THE 49 CL AI2LY Cl;ti�rtES OR aEtIATIONb C AR` ACCEPTCD UNIIS� F.ACN � EQ Es-_' H IS : pL( 1�'ICAt I. i AC I �TED OR FD C 11, ,:,C31. C R tyTiUi� IS SUBJECT tallP Su al. (7F I F �I Ci)ta t Date WORK THIS SHT. WITH SHT. TEL: 321.636.6511 3D VIEW ST. LUCIE COUNTY BUILDING DIVISIO REVIEWED FORyCOMPL NC THESE PLANS AND ALL PAO;J3VCE6„ DATE REV[EWE I/ t AHC-'Ir F,CTT0ANfCOfll;-CTICN3 PLANSANDPER IT k�l:UI17GU ej'r " �� • MUST BE KEPT ON OB OR LL l IIiCr: ;4",$ Iu NO INSPECTION WIL BE MADE uGtY9iV itafr �, I I r D.:;I TI VV r, � II .r r-y ..ar J��—• v CONCFALEO FASTENERS OR ATTACHMENTS AAE THE RESPONSIBILITY OF THE CONTRACTOR OFRECOR9 +FIF _ cAC CRT ED �Z FAWCATOR FOR F I EL_L�) USE HMB STEEL CORP to z 0 4080 Pines U) Industrial Avenue Rockledge, FL 32955 ai FAX (321)36-6511 Cr 636-0270 ADVANTAGE SELF STORAGE COVER SHEET * GENERAL NOTES DRAWN BY LD CHKD. BY LA HOLES 13116"0 U.N. PAINT 1 SHOP COAT RED OXIDE BOLTS 314.0 A325 U.N. WELD ROD E70XX U.N. SCALE NONE DATE 7-23—I5 JOB NO. AV-37 SHT. GNI 3/40 x 0'-5 STUD N 0 O% �O 51/2 6 6 11/2 .� PL1/2X9 x V-7 2 - EMBEDS - 2M1 W14 3/40 x 0' -5 PL1/2X9 x 9 1 1 76 - EMBEDS - 2M2 W8 FLOOR 51/2 6 1, LIV2 3/40 x 0'-5 STUD .o ON PL1hX�'-l'` 166 - EMBEDS - 2M3 W8 EDGE & ROOF n N 3/40 x 0'-5 STUD .� L 00 10 - EMBEDS - 2M4 W8 ELEVATOR (20 - 3/4"O x 7" WEDGE ANCS.) 3/h0 x 0'-5 STUD' I I t- � � I NO �— :. I I � — 71/2 (BPL�X� 151/2� x 1'-711) 2 - EMBEDS - 2M5 HSS 2V21. I 5 1 5 -' m 3/40x0'-5STUD J m FB1/2X7 x 1'-3 0 4 - EMBEDS - 2M6 COLUMN 3/40 x 0' -5 FB1/2X4 x 10 37 - EMBEDS - 2M7 TRUSS 3/40 x 0' -5 STU D 11/2 6 2 N PL1/2X9 1/2 x 91/2 03 - EMBEDS - 2MB TRUSS CORNER O 7C1 -V-7 -V V N N 3/40 x 0'-5 STUD FB1/2X4 x 10'-0 4 3/40 x 0'-5 STUD 7 - EMBEDS - 2M9 DECK 9@1'-0=9' -0 F6104 x 9'-8 2. EMBEDS - 2M 10 DECK 4 21 9@1' -0=9' -0 3/40 x 0' -5 STUD 9'-4 (FB112X4 x 9'-4") 4 - EMBEDS - 2M11 DECK N 3/40 x 0'-5 STUD FB1/2X4 x 6'-6 N 2 - EMBEDS - 2M12 DECK 5@1'-0=5'-0 12 3/40 x 0'-5 STUD FB1/2X4 x 5'-4 2 - EMBEDS - 2M13 DECK 6 I 8@1'-0=8'-0 3/40 x 0' -5 STU D FB1/2X4 x 9'-0 ONE. EMBED - 2M14 DECK 2, 7@1'-0=7'-0 3/40 x 0'-5 STUD F81/2X4 x 8'-0 2. EMBEDS - 2M15 DECK 6 10@1'-0=10'-0 3/40 x 0'-5 STUD FB1/2X4 x ll'-0 2. EMBEDS - 2M16 DECK W ■ 10 2 ■ ■ iU ■ ■ ■ 3 ■ ■ -� r�l: _ICERTIFIED rr FOR FABRICATION USE BILL OF MATERIAL SHIP MARK PIECE MARK OTY DESCRIPTION LENGTH REMARKS 2M1 2 PLi/2X9 V-7" SQ-2 A36 12 STUD 3/4"DIA 0'-5" 2M2 76 PL1/2X9 0'-9" SQ-2 A36 304 STUD 3/4" DIA 0'-5" 2M3 166 PL1/2X9 1'-1" SQ-2 A36 664 STUD 3/4" DIA 0'-5" 2M4 10 FB3/8X8 1'-5" SQ-2 A36 20 STUD 3/4" DIA 0'-5. 2M5 2 BPL1/2X15 112 1'-7" S42 A36 12 STUD 3/4" DIA 0'-5" 2M6 4 FB1/2X7 1'-3" SW A36 12 STUD 3/4" DIA 0'-5" 2M7 37 FB,/2X4 0'-10" SQ-2 A36 74 STUD 3/4" DIA 0'-5" 2M8 3 PL1/2X9 112 0'-91/2" SQ-2 A36 9 STUD 3/4" DIA 0'-5" 2M9 7 FB1/2X4 10'-0" SQ-2 A36 70 STUD 3/4" DIA 0'-5" 2M10 2 FB1/2X4 9'-8" SQ-2 A36 20 STUD 3/4" DIA 0'-5" 2M11 4 FB1/2X4 9'-4" SQ-2 A36 40 STUD 3/4" DIA 0'-5" 2M12 2 FB1/2X4 6'-6" SW A36 14 STUD 3/4" DIA 0'-5. 2M13 2 FB1/2X4 5'-4" SQ-2 A36 12 STUD 3/4" DIA 0'-5" 2M14 1 FB1/2X4 9'-0" SQ-2 AM 9 STUD 3/4" DIA 0'-5. 2M15 2 FB1/2X4 8'-0" SQ-2 A36 16 STUD 3/4" DIA 0'-5" 21VI16 2 FB1/2X4 1V-0" SQ-2 A36 22 STUD 3/4" DIA 0'-5" STUD GRADE IS ASTM A29 1 06/18/2018 Revised per approval comments RH LA REV.1 DATE I DESCRIPTION BY CHKD BY OPEN HOLES 13116"0 UN PAINT NO PAINT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION EMBEDS DRAWN BY LD JOB No. 37AV 18 CHECKED BY LRA APPROVED BY FOR FABRICATION 05-16-18 DRG No. 2 BILL OF MATERIAL SHIP PIECE QT, DESCRIPTION LENGTH REMARKS too MARK MARK 1 "(d N V -0 4@ 2' -0=8' -0 1' -0 -- -+— ---+— 715 " 2'-2 6'-il 4'-9 11A1 22 L4X4X1/4 9'-4" Sn-118EV-1 A36 1 0 1 „O 11A2 1 L4X4X1/4 9'-l" SO-11BEV-1 A36 2 6@1' -6=9' -0 2 4 3@1'-4=4'-0 4 N L4X4X1/4 x 9'-4 L4X4X1/4 x 4'-8 L4X4X5/16 x 13'-10 11A3 1 L4X4X1/4 s'-1^ 541BEV-1 A36 2 2-ANGLES 11 A l L4X4X5/16 x 10 -0 - ONE - ANGLE - 11 A9 ONE -ANGLE - 11 A 17 2 - ANGLES - 11 A24 11A4 1 L4X4X1/4 3'-55/8" SQ-1BEV-1 A36 (154-3/4"0 x 61/4 WEDGE ANCS) (4-3/4"0 x 6% WEDGE ANCS) 3 ( ) (5- /4"� x 6 TITEN) 4-3/4"fd x 7 WEDGE ANCS 11A5 2 L4X4X1/4 5'-8" Sn-11HEV-1 A36 1r 1 „0 11A6 1 L4X4X1/4 5'-7" S41BEY-1 A36 -�— " N 4'-9 5'-1 2'-6 7'-6 5'-0 11A7 1 L4X4X1/4 4'-0" S41BEV-1 A36 1 ��O 10 5@1'-6=7'-6 9 7 4@1'-6=6'-•0 7 " N 11A8 1 L4X4X1/4 3'-10" S41BEV-1 A38 1-0404 x 9'-1 L001/4 x 7'-2 L4X4X�16 x r� L4X4X �16 x 15'-0 11A9 1 L4X4X1/4 4'-8" S41BEV-1 A36 ONE - ANGLE - 11 A2 ONE -ANGLE - 11 A10 2 - NGLES - 11 A18 2 - ANGLES - 11 A2 5 11A10 1 L4X4X1/4 7'-2" Sn•1113EV-1 A36 (6-3/4"0 x 61/4 WEDGE ANCS) (5-3/4" 0 x 61/4 WEDGE ANCS) (2-3/4"0 x 7 WEDGE ANCS) (4-3/4"0 x 7 WEDGE ANCS) 11A11 1 L4X4X1/4 3'-8" SO.IIBEV-1 A36 T_ 4 1'-6 1'-6 4 93/4 4@2'-0=8'-0 93/4 5'-0 10'-0 5'-0 ,1Al2 2 L4X4X1/4 19'-05/16" Sn•11BEV-1 A36 15 "QJ 1%6 T 110 1 5A6"O 9 5@1'-6=7'-6 10 N " 11A13 2 L4X4X1/4 24'-61/4" SQ-iBEV-1 A36 M404 x 9'-1 I -" 11A14 8 L4X4X5/16 20'-0" Sn-11BEV-1 A36 L4X4X1/4 x 3'-8 -71/L4X4X%6 x 20'-0L4X4X�6 x 9P ONE - ANGLE - 11 A3 ONE -ANGLE - 11 A 11 11A,5 2 L4X4X5/16 ,n'_," S4,BEY A36 (6-3/4"0 x 61/4 WEDGE ANCS) ONE - ANGLE - 11 A 19 11 - ANGLES - 11 A26 (3-3/4" 0 x 61/4 WEDGE ANCS) 22-3/4"0 x 7 WEDGE ANCS 11A16 2 L4X4X5/16 10'-l" Sn-1BEV-1 A36 (5-3/4"0 x 6 TITEN) ( ) 11A17 1 L4X4X5/16 10'-0" S411BEV-1 A36 1 " fjJ 4'-8 10'-0 5'-0 1 „0 11A18 2 L4X4X5/16 9'-10" Sn-11BEV•1 A36 r� 8 4@2'-0=8'-0 8 L4X4X1/4 x 19'-0516 a 1 "0 11A19 , L4X4X5/16 9'-7 1/2" 541BEV-1 M6 37/8 1'-5 1'-5 33/4 L4X4X1/4 x 3'-55/8 2 — ANGLES - 11 A 12 L4X4X5/16 x 19'-8 OT 7N 11A20 2 L4X4X5/16 19'-e° snaBEva AM ONE— ANGLE — 11 A4 2 — ANGLES — 11 A2 0 L4X4X5/16 x 9'-4 11A21 2 L4X4X5/16 6'-2" S41BEV-1 A36 (3-3/4"0 x 61/4 WEDGE ANCS) (4-3/4"0 x 7 WEDGE ANCS) ONE - ANGLE - 11 A27 11A22 2 L4X4X5/16 5' 4" SQ-11BEV-1 A36 1'-° 2'-3 2-11 (5-3/4"0 x 6 TITEN) 11A23 2 L4X4X5/16 14'-2" S411FIEV-1 A36 _ N L4X4X1/4 x 4'-61/4 1 "O ".� 5'-° 1°'-° 4'-8 11A24 2 L4X4X5/16 13'-10" Sn-iBEV-1 A36 7 3@1'-6=4'-6 7 2 AN G L E 11 A 13 1 "0 11A25 2 L4X4X5/16 15'-0" Sn-1BEV-1 A36 L4X4X5A6 x 6'-2 L4X4X1/4 x 5'-8 " 2 -ANGLES - 11 A21 „�6 „ L4X4X5/16 20'_0" sn-,BEY_, A36 2 -ANGLES - 11 A5 1' 9@2'- 8'_° 01 i'-° 3 ) 1 (4- /4 0 x 7 WEDGE ANCS L4X4X5/16 x 19'-8 1,A27 1 L4X4X5/16 s'-a" sn-,BEv-1 a36 (4-3/4"0 x 04 WEDGE ANCS) 1T�_ _T N 2 —ANGLES - 1�lA2 �� 11A28 2 L4X4X5/16 19'-8" 541BEV•1 A36 2'-6 1'-10 1'-0 (4-3/4"0 x 7 WEDGE ANCS) 1-005/16 x 20'-0 11A29 5 L4X4X5/16 20'-0" SQ•1BEV-1 A36 15 "� " - - 5'-0 10'-0 5'-0 11A30 2 L4X4X5/16 4'-0" Sn-1BEV-1 A36 8 ANGLES - 11 A14 " A61110 61/2 3@1'-6=4'-6 61/2 (80-3/4"0 x 6 TITEN) L4X4XT16 x 5'-4 " L4X4X1/4 x 5'-7 3'-0 5' -0 2' -1 2 -ANGLES- 11 A2 2 - ANGLE - 11 A6 L4X4X5/16 x 20 -° ONE 1 10 (4-3/4"0 x 7 WEDGE ANCS) � (4-3/4"0 x 61/4 WEDGE ANCS) " 5 -ANGLES- 11 A2 9 (10-31A"O x 7 WEDGE ANCS) 5-0 7-i 2-i 1 110 L4X4X5/16 x 10'-1 1 "0 " 2 - ANGLES - 11 A15 2'-° 2'-° " 1 „o (4-3/4"0 x 7 WEDGE ANCS) L4X4X%6 x 14'-2 6 1'-6 1'-6 6 2 — ANGLES - 11 A2 3 L4X4X-T16 x 4'-0 L4X4X1/4 x 4'-0 ONE - ANGLE - A7 1 2'' 5' 3'-0 2 - ANGLES - 11 rA30 (4-3/4"0 x 7 WEDGE ANCS) 11 ._ " _3 " (2 /4 0 x 7 WEDGE ANCS) REV. DATE I DESCRIPTION I BY CHKD BY (3-3/4"0 x 61/4 WEDGE ANCS) 1A6"0 OPEN HOLES 13/16" 0 LIN " M05/16 x 10' -1 PAINT RED OXIDE 1 mil DFT 2 - ANGLES - 11A16 HMB STEEL CORP 5 1'-6 1'-6 5 www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL 2955 ENGINEER ROCKLEDGE, FL 32955 (4-3/4"0 x 7 WEDGE ANC5) L4X4X1/4 x 3'-10 PROJECT NAME ADVANTAGE SELF STORAGE ONE —ANGLE— 11 A8 LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION (3-3/4"0 x 61/4 WEDGE ANC5) DESCRIPTION MI$C. DRAWN BY RH Joe No. 37AV 18 CHECKED BY LA APPROVED BY FOR FABRICATION 08-24-18 DRG No. 11 to L4X4X3/8 x 3'-2 ONE - ANGLE - 12A1 L4X4X3/8 x 5'-81/4 ONE - ANGLE - 12A2 L4X4X3/8 x 4'-0 4 - ANGLES - 12A3 X 12'-2 4 - ANGLES - 12A4 L4X4X3/8 x 3'-10 2 - ANGLES - 12A5 2 - ANGLES - 12A6 1 "0 N 10 4@2' -0=8' -0 12 L5X3-1/2X3/8 x 9'-8 3 - ANGLES - 12A7 (15-3/4"0 x 51/2 WEDGE ANCS) 11 4@2'-0=8'-0 11 8 L5X3-1/2X3/8 x 9'-10 2 - ANGLES - 12A8 (10-3/4"0 x 51/2 WEDGE ANCS) In m 1' -0 m 1'-0 9@2'-0=18'-Q 1'-0 L5X3-1/2X3/8 x 26'-0 17 - ANGLES - 12A9 (170-3/4"0 x 5;/ WEDGE ANCS) LOL wil u Lil 6 4@2'-0=8'-0 L5X3-l/2X3/8 x 9'-6 2 - ANGLES - 12A10 (10-3/4"0 x 51k WEDGE ANCS) 2 - ANGLES - 12A11 (10-3/4"0 x 5;12 WEDGE ANCS) 1'-0 I 4@2'-0=8'-0 6 1'-0 L5X3-1/2X3/8 x 10'-0 ONE - ANGLE - 12Al2 ONE - ANGLE - 12A13 (10-3/4"0 x 51/2 WEDGE ANCS) E 6 19@V-041-0 6 L5X3-1/2X3/8 x 20'-0 3 - ANGLES - 12A14 (60-3/4"0 x 51/2 WEDGE ANCS) : 1 1 L5X3-1/2X3/8 x 10'-8 ONE - ANGLE - 12A15 (10-3/4"0 x 51/2 WEDGE ANCS) L5X3-1/2X3/8 x 9'-4 2 - ANGLES - 12A16 (18-3/4"0 x 51✓2 WEDGE ANCS) 6 8@1'-0=8'-0 L5X3-1/2X3/8 x 9'-0 2 - ANGLES - 12A17 (18-3/4"0 x 51/2 WEDGE ANCS) .. ,/1 2 - ANGLES - 12A18 (6-3/4"0 x 51/2 WEDGE ANCS) I 1' -9 x 4'-10 1' -9 I 6 j N� 2 - ANGLES - 12A19 (6-3/4"0 x 51/2 WEDGE ANCS) 8 4@2'-0=8'-0 8 L5X3-103/8 x 9'-4 ONE - ANGLE - 12A20 (5-3/4"0 x 5V2 WEDGE ANCS) (3/8) L4X4X3/8 x 3'-15/8 ONE - ANGLE - 12A21 1'-0 L4X4X3/e x 3'-91/2 -, ONE - ANGLE - 12A22 (-11/2) , L4X4XV/8 x 9'-61/8 ONE - ANGLE - 12A 3 3 BILL OF MATERIAL SHIP MARK PIECE MARK QTY DESCRIPTION LENGTH REMARKS 12A1 1 L4X4X3/8 3'-2" SQ-11BEV-1 A36 12A2 1 1 L4X4X3/8 6-81/4" SO-1BEV-1 A36 12A3 4 L4X4X3/8 4'-0" SQ-1BEV-1 A36 12A4 4 L4X4X3/8 12'-2" SQ-I1BEV-1 A36 12A5 2 L4X4X3/8 T-10" 80-IBEV-1 A36 12A6 2 L4X4X3/8 9'-6 1/2" SQ-11BEV-1 A36 12A7 3 L5X3-l/2X3/8 9'-8" SQ-IBEV-1 A36 12A8 2 L5X3-1/2X3/8 9'-10" SQ-IBEV-1 A36 12A9 17 L5X3-1/2X3/8 20'-0" SO.1BEV-1 A36 12A10 2 L5X3-1/2X3/8 9'-6" S41BEV-1 A36 12A11 2 L5X3-1/2X3/8 10'-8" SQ-I1BEV-1 A36 12Al2 1 L5X3-112X3/8 10'-0" SQ-1BETI A36 12A13 1 L5X3-1/2X3/8 10'-0" 80-1BEV-1 A36 12A14 3 L5X3-1/2X3/8 20'-0" S&MEV-1 A36 12A15 1 L5X3-1/2X3/8 10'-8" SQ-11BEV-1 A36 12A16 2 L5X3-1/2X3/8 9'-4" SQ-1BEV-1 A36 12A17 2 L5X3-112X3/8 9'-0" SQ-11BEV-1 A36 12A18 2 L5X3-1/2X3/8 4'-10" SQ-118EV•1 A36 12A19 2 L5X3-1/2X3/8 4'-10" SQ-I1BEV-1 A36 12A20 1 L5X3-1/2X3/8 9'-4" SQ-I1BEV-1 A36 12A21 1 L4X4X3/8 3'-1 5/8" 541BEV-1 A36 12A22 1 L4X4X3/8 Y-91/2" S11I1BEV-1 A36 12A23 1 L4X4X3/8 9'-61/8" SQ-IBEV-1 A36 REV.1 DATE I DESCRIPTION BY I CHKD BY OPEN HOLES 13/16"0 LIN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION misc. DRAWN BY RH JOB No. 37AV 18 CHECKED BY LA DRG No. 12 APPROVED BY FOR FABRICATION 08-24-18 9 1 5@ 1' -6=7' -6 1. 9 1' -0 El 6@1'-6=9'-0 x 9'-4 2 - ANGLES - 13A1 (14-3/4"0 x 6% WEDGE ANCS) 12@1'-6=18'-0 L5X3X5/16 x 20'-0 16 - ANGLES - 13A2 (208-3/4"0 x 6V4 WEDGE ANCS) 6@1'-6=9' -0 "0 ONE - ANGLE - 13A3 (7-3/4"0 x 61/4 WEDGE ANCS) x 9'-4 V c - ANGLES - 13A4 (6-3/4"0 x 6:/4 WEDGE ANCS) 2 1' -0 5 9@1'-6=13'-6 �� 5 x 14'-4 2 - ANGLES - 13A5 (20-3/4"0 x 61/4 WEDGE ANCS) 10 7@1'-6=10'-6 0 L5X3X%6 x 12'-2 2 - ANGLES - 13A6 (16-3/4"0 x 61/4 WEDGE ANCS) 12@1'-6=18'-0 L5X3X5h6 x 19'-4 ONE - ANGLE - 13A7 (13-3/4"0 x 61/4 WEDGE ANCS) 0 x 9'-0 ONE - ANGLE - 13A8 (6-3/4"0 x 6V4 WEDGE ANCS) 9 1'-6 1 1'-6 1 9 x 4'-6 - ANGLES - 13A9 (6-3/4"0 x 61/4 WEDGE ANCS) a L5X3-V2XV4 x 4 0 2 - ANGLES - 13A10 (FIELD WELDED TO 2M5 @ HIGH ROOF) FOR 11987, 119R8 J —a76 3A6 V I -a78 A -a78 nl nr LIG 1 cr I non[ k I [ 1 me- ONE - LADDER FRAME - 51 F1 3/l6 , -a81 a79-, -a79 5 COPE N5 LEG THI5 SIDE 4 COPE NS LEG THIS SIDE 3,� O a79 in 1 10% 2'-6 lOt/4 L4X4XV4 x 4'-23/8 i-1) ONE - LADDER FRAME - 51 F2 BILL OF MATERIAL SHIP MARK PIECE MARK QT, DESCRIPTION LENGTH REMARKS 51F1 1 L4X4X1/4 5'-05/8" SO-I1BEV-1 A36 a76 1 L4X4X1/4 5-0518" AN a78 2 L4X4X114 2'-6" AM 51F2 1 L4X4X1/4 4'-23/8" SO.IBEV-1AN a79 2 L4X4X1/4 T-0" A36 a81 1 L4X4X1/4 4'-23/8" A36 REV. DATE I DESCRIPTION BY I CHK OPEN HOLES 13/16"O UN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AN ENGINEER ROCKLEDGE, FL 32£ PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION MISC. DRAWN BY RH Joe No. 37AV18 CHECKED BY LA DRG No. 51 APPROVED BY FOR FABRICATION 08-24-18 NOa I Ir ;i2" RET. TOP V 13 1/2" RET. TOP 4 "xl" SLOTS6 1/4 p21 214 3 "xl" SLOTS 1/" RET. TOP 1/4 n8 1/4 112 : 8 4 1i2" RET. TOP a8 r a8 (13/16"xl").r OT�5 a8 6 a" p6 n8 21 V4 V2" RET. TOP 21 �4 1h" RET. TOP 1/4 B - B 1/4V D—D 13/16"xl") SLOT54V2 41/2 P6 4>/2 4>/2 m p D TOP M B 6 B p21 av w "6 »y W ' 1/4 a8 (B/5) � I I a8 (B/5) ai , a8 (B/5 uo 4 13 "xl" SL o IS) M a8 (B/5) I n8 B/5 M p2l (N/S) .' �6 ' o m m � I ( p2l (F/5)- p2l (F/S)- j I p2l(N/5) I I I I I I I I I I I I I j I I I j I l i I I I C I 11 I I I I I I I I j I I I 1✓ I I I I 1/4 1,021,41 N �2 rR/Sly 42 4i 2 1/4 i �a2 w a2 (B/S) v. k x m: A -A 17 - COLUMNS - 101C1 (B/5) p2l (F/5) A I I p2l (B/5) 1 1/4 N a2 itI1. 1/4 I I 1/4 I I I I a2 1 %I, a2 a, Y I ' 1/a 1/4 0 p2l(B/5) p31 -/ I O 0 m x O N X 0 L0 to O N cn O J W p2l (F/5 p2l (F/5) Mark West ram• 1 m I � I I � j 421(F/5) N C-C 17 - COLUMNS - 101 C2 9 FOR FABRICATION USE BILL OF MATERIAL SHIP PIECE Q.T, DESCRIPTION LENGTH REMARKS MARK MARK M J w i M " RET. TOP 4 p21 RET. TOP RET. TOP B-B 13 "xl" SLOTS -13/16"251") SLOTS. 6 4V2 02 1 a8 (B/5) a8 (B/5) 4I M IV 1/4 , O p2l (N/5) ' >.i6 p21(F/5) a2 (B/5) p21 p21(F/5) Mark C flJl A -A 18-COLUMNS - 103C1 i/2" RET. TOP r a8 J 914 p2l -<W" PET. TOP RET. TOP _(13/i6"xl") SLOTS. 6 02 4 Lu �D— Lu , a8 (13/5) I I M I a, p21(F/5) m p2l(N/)16 i M I 1 I � I I � I p21(F/5) 00 a2 (B/5) N M M O W p2l (F/5) Mark West a i C_C 15 - COLUMNS - 103C2 V � I� r�CE'TIFIED IN ei FABRICATION USE 103C1 18 HSS5X5X.250 31'-6" SO-118EV-1 A500-GR.B a2 72 L6X4X1/2 0'-5" A36 a8 72 L3-1/2X2-1/2X5/16 0'-6" A36 p6 18 FB1/4X5 0'-5" A36 p21 108 FB3/8X31/2 0'-51IT A36 p31 18 PL3/4X12 l'-0" A36 103C2 15 HSS5X5X.250 31'-81/2" SQ-IREV-1 A5W-GR.8 a2 60 L6X4X1/2 0'-5" A36 a8 60 L3-1/2X2-1/2X5/l6 0'-6" A36 p6 15 FB1/4X5 0'-5" A36 p21 90 FB3/8X31/2 0'-51/2" A36 p31 15 PL3/4X12 V-0" AN REV.1 DATE I DESCRIPTION I BY JCHKDBY OPEN HOLES 13/16"0 LIN PAINT RED OXIDE 1 mil DFf HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION COLUMNS DRAWN BY RH Jos No. 37AV18 CHECKED BY LA DRG No. 103 APPROVED BY FOR FABRICATION 07-09-18 •1/_ Al/_ 1/2" RET. TOP ��/4 1/2„ RET. TOP N Epp a8 J �r a8 p6 a8 �P21 4 1%2" RET. TOP 1/4 B-B v 13/ X1") SLOTS. 6 41/2 41/2 Lu D ' W 1 m a8 (B/5) "xl") SLOTS m a8 (B/5) I o I , p2l(N/5) , n, p2l (F/5) I I N ' H � I 4 2 IN Q2 (B/5)- I p2l (F. cn M X O LO N 10 X -' L Y m N m m 0 J W p2l (F/-4 Mark West N1 J W a POA A -A 16 - COLUMNS - 104C1 limgiv�, Mir [ul , , 112" RET. TOP } 1✓ 1/47 of n8 -J Y4V D-D {/ 1/2" RET. TOP Q8 a8 RET. TOP j1R611X ") SLOLS4>/2 4112 Lu �b a8 (8/5) 13 "'xl") SLOTS m I i � a8 (B/5) o - 21 1/4 p2l (N/) M N a2 (B/5) J W p2l (F/5) m X O lCl N X m LO Ix m m O J W N J W p2l (F/5) Mark West ao p31 C-C 18 - COLUMNS - 104C2 \-p31 0 (8/5) Mir m can' , 0 N A r_ CCERTIFIE� FABRICATION I USE BILL OF MATERIAL SHIP MARK PIECE MARK QTY DESCRIPTION LENGTH REMARKS 104C1 16 HSS5X5X.250 31'-6" 8013EV-1 A500-GR.B a2 64 L6X4X1/2 0'-5" A36 a8 64 L3-1/2X2-1/2X5/16 0'-6" A36 p6 16 FB1/4X5 0'-5" A36 p21 96 FB3/8X31/2 0'5112" A36 p31 16 PL3/4X12 l'-O" A36 104C2 18 HSS5X5X.250 31'-31/2" S0.11BEV-1 A500-GRS a2 72 L6X4X1/2 0'-5" A36 08 72 L3-1/2X2-1/2X5/16 0'-6" A36 p6 18 FB1/4X5 0'-5" A36 p21 108 FB3/8X3112 0'-5112" A36 p31 18 PL3/4X12 T-0" A36 REV. DATE I DESCRIPTION BY CHKD B OPEN HOLES 13/16"O UN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE ENGINEER ROCKLEDGE, FL 32951 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION COLUMNS DRAWN BY RH Joe Na. 37AV 18 CHECKED BY LA DRG No. 104 APPROVED BY FOR FABRICATION 07-09-18 rJ` I M .-a i mfn " RET. TOP% 1/4 �/2" RET. TI p21 1/2" RET. TOP V/4 a8 1 �/4 V/4 ct r n8 e v 6 a8 P n8 p21 �/ I& RET. TOP 01 I " • w���������I 08 (B/5) V VA ' I M p21(N/5) p21(F/5)2 oN a2 (B/ J W mm 0 J w p21(F/5) 1/4 p21(F/5) Mark West—, fJJ1 a2 (B/5) I m I I o\ IT I A -A 18 - COLUMNS - 105C1 w1/_ w1L O rn X O to N rJ. I O M 4t/2 41/2 w W P 0 J w N l W a8 (8/5)--' p21(N/5) ' p21(F/5)- p21(F/5) G►,m. I p21(F/5 a I I I I I I C-C 15 - COLUMNS - 105C2 RET. TOP RET. TOP O N a2 (B/5) � I� �'CEf�TIFIED FOR FABRICATION USE BILL OF MATERIAL SHIP MARK PIECE MARK QTY DESCRIPTION LENGTH REMARK: 105C1 18 HSS5X5X.250 31'-1" SO.IIBEV-1 A500-GR.B a2 72 L6X4X1/2 0'-5" A36 88 72 L3-1/2X2-1/2X5/16 0'-6" A36 p6 18 FB1/4X5 0'-5" A36 p21 108 FB3/8X31/2 0'51/2" A36 p31 18 PL3/4X12 1'-O" A36 105C2 15 HSS5X5X.250 30'-10 1/2" SQ-1IBEV-I A5&GR.0 a2 60 L6X4X1/2 0'-5" A36 a8 60 L3-1/2X2-1/2X5/16 0'-6" A36 p6 15 FB1/4X5 0'-5" A36 p21 90 FB3/8X3112 0'-51/2" A36 P31 15 PL3/4X12 V-0" A36 REV. DATE I DESCRIPTION I BY CH OPEN HOLES 13/16"0 LIN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL P ENGINEER ROCKLEDGE, FL 32 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION COLUMNS DRAWN BY RH Job Na. 37AV 18 CHECKED BY LA DRG No. 105 APPROVED BY FOR FABRICATION 07-09-18 O O Lo N dp >. ' X M 112" RET. TOP�� 1/4 a8 6 a8 P , / M mmir • .. I a8 (B/5)— 1� p21(N/5)-z p21(F/5)-' N a2 (B/5) W p21(F/5 i I I I I I I 1 I p21(F/5) i Mark West I. ram= A_A 14 - COLUMNS - 106C1 —p21 1/2" RET. TOP a8 a8 "" PET. TOP (8/5) m �LL wil FJ1 1 1/2" RET. TOP I r.. w FJ 1 O CC=C 12 - COLUMNS - 106C2 .�I r•'. s�CERTIFIED FOR FABRICATION USE p5 p31 0 F-F r": rJA E-E Y� 2 - COLUMNS - 108C1 Fir Rr i wt/_ Al/_ r- . I I& RET. TOP 411, Lu 6 (B/ F M e-1 ' X a a N ui Ln x 0% 1/ 4 L? F/5) a �I N Lu UJ Mark West N p21 4 Elk.. PET. TOP 4 m " RET. TOP r 4 �" RET. TOP I (h a8 (8/5) I i �'-p21(F/5) -p21(N/5) -a H cr) I I o W I w III M ' 0 (8/5) M p21(F/5) 0 a p14 C-C 3 - COLUMNS - 108C2 \�E OF ST� a �� w �� �og ° 0 10ti� FOR FABRICATION USE BILL OF MATERIAL SHIP MARK PIECE MARK OT, DESCRIPTION LENGTH REMARKS 108C1 2 HSS5X5X.375 9'-21/4" SO-1IBEV-1 A500-GR.B p5 2 PL11/4X10 1'-4" A36 p31 2 PL3/4X12 1'-0" A36 108C2 3 HSS5X5X.250 19'-11 112" SQ-1IBEV-1 A50MRB a2 6 L6X4X1/2 0'-5" A36 a8 12 L3-1/2X2-1/2X5/16 0'-6" A36 p6 3 FB1/4X5 0'-5" A36 p14 3 FB3/4X8 0'-11" A36 p21 12 FB3/8X31/2 0'-51/2" A36 REV. DATE I DESCRIPTION I BY jCHKDBYj OPEN HOLES 13/16"0 UN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION COLUMNS DRAWN BY RH Jos No. 37AV 18 CHECKED BY LA DRG No. 108 APPROVED BY FOR FABRICATION 07-09-18 F.' I V2" RET. TOPF } 1/47 of v a8 J rn 0 cn Lu W 6 a8 6 on x O, LO cu mac., Ni X 0 I LO m �• a"I O �? O J w N 1 �4 t/2" RET. TOP a8 a8 t tit" RET TOP t/4 B-B /2 41/2 I m t/4 V All l p21(N/5) art I o p21(F/5)- m a2 (8/5 p21(F/5) p21 Mark West a 1"" I I M I i II N� AA -A 2 COLUMNS - 109C1 1 a2 M v F�- n C_C v 2 - COLUMNS - 109C2 • � �CE�TIFIE© FOR FABRICATION USE BILL OF MATERIAL SHIP MARK PIECE MARK QN DESCRIPTION LENGTH REMARKS 109C1 2 HSS5X5X.250 30'-101/2" SQ-119EV-1 A500-GR.B a2 6 L6X4X1/2 0'-5" A36 a8 8 L3-1/2X2-1/2X5/16 0'-6" A36 p6 2 FB1/4X5 0'-5" A36 p21 14 FB3/8X31/2 0'-5112" A36 p31 2 PL3/4X12 1'-0" A36 109C2 2 HSS5X5X.375 9'-3 3/4" SQ-1A8EV-1 A5&GRB p5 2 PL11/4XII0 V-4" A36 p31 2 PL3/4X12 1'.0" A36 REV. DATE DESCRIPTION BY CHKD BN OPEN HOLES 13/16"O UN PAINT RED OXIDE 1 mil DFF HIVIB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION COLUMNS DRAWN BY RH JOB No. 37AV18 CHECKED BY LA DRG No. 109 APPROVED BY FOR FABRICATION 07-09-18 Dsn N O 11` O PtJ 13` =1 V--u `uo 310n1 is i2iod I NOLLVOOI ZOO I. - NINmoo - 3NO 0-0 T£d �h OD T 8 T£d-. Lv N O V t mi Njow ,TZaTZd (S/3)TZd N Ld r- N SPIRT 1-4 x N 00 rn I ,nei and in .. �OMI. -sNnmoo -z T,Td III m I V f. d 1 0 I yw� I . I r o (S/3) Tzd I � I w I (sm) i ��m NJDW N O d)TZd w /J V, S 0 h (n - O Ln i x Trn N N Lm O X O I � I I I I ' I I � I (S/N)TZd I tih (S/d)TZd OD j�! (S/8) 8D (S/8) 8D S w)qs „TxI, £t I I �h d01 '1321 w 8 z b zh� 9 0% 9-co 1S („TXI 8=9 d01 '13t1 TZd 00 (S/ Zd8D� m 1, w17 r tld I I I I I zhy 1 zh{s TZd V 0o h °D 00 w TZd BILL OF MATERIAL SHIP PIECE MARK MARK CITYDESCRIPTION LENGTH REMARKS ul Ur A 1.19°� � 12 313 3 3 w a6 (F/5) ff Mark .o 0 CM uJ V -1 I J J A_A ONE - COLUMN - 111C1 ,s, r c r•� C-C 0 ONE - COLUMN - 111 C2 r•, � r �ERTIFIE��> FOR FABRICATION USE 111C1 1 HSS6X6X.250 16'-41/4" SQ-1I0EV-1 A500-GR.B a6 2 L3X3X3/8 0'-4" A36 p13 1 I PL1X7 V-D" A36 111IC2 1 HSS5X5X.250 18'-11 9/16" SO-11BEV-1 A500-GR.B a2 2 L6X4X1/2 0'-5" A36 p7 1 PL1X8 0'-11" A36 p14 1 FB3/4X8 0'-l1" A36 p21 2 FB3/8X31/2 0'-5 1/2" A36 REV.1 DATE I DESCRIPTION I BY ICHKDBY OPEN HOLES 13/16"0 UN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION COLUMNS DRAWN BY RH JOB No. 37AV 18 CHECKED BY LA DRG No. 111 APPROVED BY FOR FABRICATION 07-09-18 SHIP I PIECE I QTY MARK MARK BILL OF MATERIAL DESCRIPTION I LENGTH REMA I» p7 — 1 546 V it I L = JI 4 4 v o M B=B D.I F L1 ONE - COLUMN - 112C1 c 1/2" RET. TOP W,: llw. k® I i 2 - COLUMNS - 112C2 p21 RET. TOP RET. TOP RET. TOP r F,�.C;I�IC ,TOR FOR FABRICATION USE 112C1 1 HSS5X5X.250 18'-91/16" SQ-IIBEV-1 A5&G a2 2 L6X4X1/2 0'-5" A36 p7 1 PL1X8 0'-11" A36 p14 1 FB3/4X8 0'-11" A36 p21 2 FB3/8X31/2 0'-51/2" A36 112C2 2 HSS5X5X.250 19'-7 3/4" 8&11BEV-1 AWt, a2 4 L6X4X1/2 0'-5" A36 88 8 L3-112X2-1/2X5/16 0'-6" A36 p6 2 FB1/4X5 0'-5" A36 p21 8 FB3/8X31/2 0'-51/2" A36 REV. DATE I DESCRIPTION B` OPEN HOLES 13/16"0 UN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRI ENGINEER ROCKLEDGE, F PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION COLUMNS DRAWN BY RH JOB No. 37/4 CHECKED BY LA DRG No. 1 APPROVED BY FOR FABRICATION 07-09-18 i 1/2" RET. 7 RET. TOP " RET. TOP .o 02 io p6 4 eft" RET. TOP p "� n8 (B/5) a8 (13/5) , M .o j p21(F/5) o 1/ j p21(N/5) o 1/4 p21 Mark A k 001 I I I I 2 - COLUMNS - 113C1 a2 (B/5) � � sCE'TIFIED FOR FABRICATION USE BILL OF MATERIAL SHID MARK PIECE MARK QTY DESCRIPTION LENGTH REMARKS 113C1 2 HSS5X5X.250 19'-513116" 80-1REV-1 A5M-GRB a2 4 L6X4X1/2 0'-5" A36 a8 8 L3-1/2X2-1/2X5/16 0'-6" AN p6 2 FB1/4X5 0'-5" A36 p21 8 FB3/8X31/2 0'-51/2" A36 REV.I DATE I DESCRIPTION I BY ICHKDBY OPEN HOLES 13/16" 0 UN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION COLUMNS DRAWN BY — RH JOB No. 37AV 18 CHECKED BY LA DRG No. 113 APPROVED BY FOR FABRICATION 07-09-18 M -a4 (F/5) M 4' 9'-53/8 (W8X10 x 9' ONE - BEAM - 114B1 _W1 77/8"0/16' ROOF F I 4"x3r16" a4 (N/5) 3 9'-33/8 too a4 (F/5) j-a4(N/5) 4'-615/16 9'41/2 M (-3) (-3) _ WBX10 x 9'-6 (-3) 191 - BEAMS - 114B2 W 77/e"x3/16° ROOF FT 4"x3/16" nu11 70 7e% -a4 (F/5) ONE - BEAM - 114B3 W 77/8'x3/16' ROOF FF 4°x3/16' a4 (F/5)- - ;v RD � 4' -61546 (-3) M 7'-115/8 (W8X10 x 7' 7' -91/8 1 2 - BEAMS - 114 B4 W 7718'_'0M:' ROOF F 11485 OMITTED (-3/8) -,-a4 —a4 �a4 (F/5) 3. EAMS - 114B6 W 77/8'x3/16" ROOF F 4'x3/16' 2 ®------ --a4 ----------------- ---__-__-- u a4 (N/5) a4 (F/5)� 13 "O rPWl (F/5) r N- N I� N 4' -47/8 (-3) 4'-73/8 (W8X10 x 4'-67/8) 3- BEAMS -114B11 7718'x3/16" ROOF L4"x 3116" M A (F/5)- - M a4 (N/5) M N M N RD 4'-815/16 8'-107/8 10 IT 33/4 3 3-' 9'-1% (W8X10 x 9'-07/8) RD 1 4'-$13h6 1,9'-63/g 8 - BEAMS - 114 B 12 (-11/8) W8X10 x 9'-77/8 (_3) F n,4"x3/16" ROOF F "z3/16" 3- EAM S - 114B7 W1 77/8'x3/16" FT 4"x3/16" G RIJO W 77/8"x 3/16" F 4"X3/16" ROOF EAM S - 11 ROOF ONE - BEAM - 114B9 W 77/6"x3116. ROOF F 4"x3116 N a4 (F/5)- - ' a4 (N/5) 4 RD 4'- 6 1 M 6 M 9'-43/4 (W8X1C ONE BEAM W 7 7/8°x3/16° F 4'x3/16' ROOF PWi al- 9'-2V4 x 9'-4Y4) - 114B10 M M FOR FABRICATION USE BILL OF MATERIAL SHIP MARK PIECE MARK QN DESCRIPTION LENGTH REMARK 114B1 1 W8X10 9'-4 7/8" SQ-2 A992 PW1 4 FB3/8X2112 0'-21/2" A36 al 2 L4X3X3/8 0'-5112" A36 a4 2 L3-1/2X3-1/2X5/16 0'-51/2" A36 2 3/4"0 A325N BOLT 0'-2 3/4" Workshop 2 3/4"0 A325N BOLT 0'-2" Workshop 11482 191 W8X10 9'-6" SQ-2 A992 a4 382 L3-1/2X3-1/2X5/16 0'-5112" A36 382 3/4"0 A325N BOLT 0'-2" Workshop 11463 1 W8X10 9'51/8" SQ-2 A992 PW1 8 FB3/8X21/2 0'-21/2" AN 81 4 L4X3X3/8 0'-51/2" A36 a4 2 L3-1/2X3-112X5/l6 0'-5112" A36 4 3/4"0 A325N BOLT 0'-2 3/4" Workshop 2 3/4"0 A325N BOLT 0'-2" Workshop 114134 2 W8X10 7'-11 1/8" SQ-2 A992 PW1 8 FB3/8X21/2 0'-21/2" A36 al 4 L4X3X3/8 0'-5117 A36 a4 4 L3-1/2X3-1/2X5/l6 0'-51/2" A36 4 3/4"0 A325N BOLT 0'-2 314" Workshop 4 3/4"0 A325N BOLT 0'-2" Workshop 114B6 3 W8X10 9'-77/8" SQ-2A992 a4 6 L3-1/2X3-1/2X5/16 0'5112" A36 6 314"0 A325N BOLT 0'-2" Workshop 114137 3 W8X10 9'-77/8" SQ-2 A992 a4 6 L3-1/2X3-1/2X5/l6 0'-5112" A36 6 3/4"0 A325N BOLT 0'-2" Workshop 114B8 12 W8X10 9'-0 7/8" 80-2 A992 PW1 48 FB3/8X21/2 0'-21/2" A36 al 24 L4X3X3/8 0'-5112" A36 a4 24 L3-1/2X3-112X5/16 0'-51/2" A36 24 3/4"0 A325N BOLT 0'-2 3/4" Workshop 24 3/4"0 A325N BOLT 0'-2" Workshop 114B9 1 W8X10 9'-41/4" SQ-2 A992 PW1 4 FB3/8X21/2 0'-2112" A36 al 2 L4X3X3/8 0'-5112" A36 a4 2 L3-1/2X3-1/2X5/16 0'-51/2" A36 2 3/4"0 A325N BOLT 0'-2 3/4" Workshop 2 3/4"0 A325N BOLT 0'-2" Workshop 1141310 1 W8X10 9'-41/4" SQ•2 A992 PW1 2 FB3/8X21/2 0'-21/2" A36 al 1 L4X3X3/8 0'51/2" A36 a4 2 L3-1/2X3-1/2X5/16 0'-51/2" A36 4 3/4"0 A325N BOLT 0'-2" Workshop 1141311 3 W8X10 4'-6 7/8" SQ-2 A992 PW1 6 FB3/8X21/2 0'-2112" AM al 3 MUM 0'-51/2" A36 6 3/4"0 A325N BOLT O'-2" Workshop 114612 8 W8X10 9'-0 718" 80-2 A992 32 FB3/8X21/2 0'-21/2" A36 16 L4X3X3/8 0'-51/2" AM Mala4 16 L3-1/2X3-1/2X5/16 0'-51/2" A36 16 314"0 A325N BOLT 0'-2 3/4" Workshop 16 3/4"0 A325N BOLT 0'-2" Workshop REV. DATE I DESCRIPTION BY C OPEN HOLES 13/16"0 LIN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL ENGINEER ROCKLEDGE, FL 3 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION BEAMS DRAWN BY RH Joe No. 37AV 1 F CHECKED BY LA DRG No. 114 APPROVED BY FOR FABRICATION 05-24-18 13/16"0 33/4 113/4 GA 51k A TYP 1 .-n4 !F ZONE - BEAM - 115B1 W 77/8"x3(16" ROOF FT 4"x3/16" 10' -113/4 20' -113/4 10' -33/4 13A20' -33/4 110 GA 51/2-\ �P26 (B/5) GA 5Y2� (B/5) m trt Q92 N -I p26 (8/5) p4 (F/5) p26 (B/5) D 77/e A TYP 10' -77/8 20' -77/8 13/4 1' -13/4 31'-101/2 (W12X152 x 31'-31/2) ONE - BEAM - 115B2 Wl 133/4"0/8" 2ND FLOOR F 1 12 1/2"x1 318" 13/16" 0 10'-113/4 20'-113/14 GA 51k 10'-33/4 20'-33/4 33/4 113/4 —'/B TYP 13A 21'-2 5; GA 51k 1 M /+I - [2p25 (B/5) p25(B/5) p25 (8/5) p4 (F/5) 13/16"QJ � D B TYP � GA 51k 7 13A6"� 77/8 10'-77/8 20 -7 /g GA 51k 13/4 1'-13/4 l... '<<. 20'-13/4 2 '-13/4 21'-101/2 (W12X72 x 21'-31/2) ONE - BEAM - 115B3 Wl 12114"x7/16" 2ND FLOOR FI 12"xit/16" Is 382 - BEAMS - 115B4 w 77/8"x3/16" 185@2ND FLOOR F 4"'0/16" 197@3RD FLOOR -al (F/5) 13/ "O — M N JI -PWi (F/5) M PW1(F/5) 9'-13/8 (W8X10 x 9'-07/8) i (-3) 24 - BEAMS - 115B5 w 77/8"x3/16" 12@2ND FLOOR F 4"x3ns" 12@3RD FLOOR W I 77/8"x3/16' F1 4%3/16• m 1h Qil al (F/5)-' 30'-113/4 3 -33/ 3T p26 (B/S) 13A6"O -,, GA 51k 30'-77/8 30'-13/4 31'-13/4 (F/ 4' -47/8 4'-73/8 (WBX10 x 4'-67/8) BEAMS - 11 3@2ND FLOOR 3@3RD FLOOR 8' -107/g 13A6"O GA 51k M M lYP 1 / /41 p25 M (N/5) (-3) 14-BEAMS- 115B7 w I 77re"x3/16• 6@2ND FLOOR F 4"0/16" 8@3RD FLOOR 13/16 O GA 51k M M N TYP 1/4 p4 (F/5) p26 33/4 on th p25 B_B 13 N i (-3) ONE - W 77/8'x3It6" F 4"x3/16" RE) 11 6 al(N/5) M I11 19 w 77/8"x3/16" _ F 4"x 3116" 21, 315/1 1 0 13/ 3 % c LID '" th R p26 1 A6 21/I AA -A (_3/4) 198 — w 77/8%3/16" _ F 4"x3/16" 1 M N RD 1 A6 (-31A6) 185 -BEAMS W 77/8"x3/1 V— FT 4"x3/16" "O al (N/5) PWi (N/5) N 7'-lV2 7'-4 (W8X10 x 7'-31/2) BEAM - 115 B 11 2ND W F 2 13A6 110 9'-53/4 PWl (N/5) M N 9'-511/i6 23A 9'-713/16 (W8X10 x 9'-71/8) (44) BEAMS 115 B8 ROOF 9'-61/2 23/1 13 O 9,-9u4 ,� 10 04 13 "O LO 9'-9%6 9'-61/2 2 W8X10 x 9'-1011h6 (-5/g) BEAMS — 1 1 5 B 9 ROOF 1 Ito 9'-41/2 1 110 M N 9'-4946 W8X10 x 9'-61A6 (-27/8) - 115 B 10 ROOF 13 "QJ PW1(N/5) _ N r al (F/S)- Rp115B13 1 7'-91 (-3) 8'-0 (W8X10 x 7'-111✓2) 3 -BEAMS - 115 B 13 -17/8•x3116" 1@2ND FLOOR 4"x3ns" 2@3RD FLOOR BILL OF MATERIAL ')'HIP MARK PIECE MARK QN DESCRIPTION LENGTH REMARKS 115B1 1 W8X,o 9'-0" SQ-2 A992 PW1 8 FB3/8X21/2 0'-21/2" A36 al 4 L4X3X3/8 0'-51/2" A36 a4 2 L3-1/2X3-1/2X5/16 0'-51/2" A36 4 314"0 A325N BOLT 0'-2 3/4" Workshop 2 314"0 A325N BOLT 0'-2" Workshop 11582 1 52 3V-31/2" SQ-A36 A992 p4 2 FWl B3/8 FB3/SX5 0'-61/2" A36 p26 8 FB3/8X5 0'-107/8" A36 4 3/4"0 A325N BOLT 0'-2 1/2" Workshop 115B3 1 W12X72 21'-3112" SQ-2 A992 p4 2 FB3/8X5 0'61/2" A36 p25 6 FB3/8X5 0'-10 7!8" A36 3/4"0 A325N BOLT 0'-2" Workshop 11564 362 W8X10 9'-6" SQ-2 A992 115B5 24 W8X10 9'-0 7/8" %2 A992 Pw1 48 FB3/8X21/2 V-21/2" A36 al 24 L4X3X3/8 0'-51/2" A36 48 3/4"0 A325N BOLT 0'-2 1/2" Workshop 11566 6 W8XIFB318 SQ-A36 A992 PWt 12 FB3/SX21/2 V-6 1/2" 0'-21/2" A36 al 6 MUM 0'-51/2" A36 12 3/4"0 A325N BOLT 0'-2 1/2" Workshop 115B7 14 W8X,0 9'-0718" SQ-2 A992 PW1 28 FB3/8X21/2 V-21/2" A36 a, 14 L4X3X3/8 0'-51/2" A36 28 1 3/4"0 A325N BOLT V-21/2" Workshop 115B8 19 W8X10 9W 1/8" SQ-2 A992 Pw1 38 FB3/8X21/2 0'-21/2" A36 a1 19 L4X3X3/8 0'-51/2" A36 38 3/4"0 A325N BOLT 0'-2" Workshop 11569 198 W8X10 9'-10 11/16" SQ-2 A992 11512110 185 W8X10 9'-6 1116" SQ-2 A992 1151311 1 W8X10 7'-3 1/2" SQ-2 A992 Pw1 2 1 FB3/8X2112 V-21/2" A36 al 1 L4X3X3/8 0'-51/2" AN 2 3/4-0 A325N BOLT 0'-21/2" Workshop 1151312 1 W12X19 Y-11 3/8" SQ-2 A992 PW1 12 FB3/8X21/2 V-21/2" 0 a3 4 L4X3X3/8 V-81/2" A36 p28 2 FB3/8X2 0'-11318" A36 6 3/4"0 A325N BOLT 0'-31/4" Workshop 3 W8X10 7'-ll 1/2" SQ-2 M92 6 0'-2 1/2" A36 a l a1 3 L4X3X3/8 L4X3X 18 0' 51/2" A36 6 3/4"0A325N BOLT 0'-21/2" Workshop „56,4 U-2; 2- A362 A992 PW, 8 w838X21/2 a, 4 L4X3X3/8 0'-51/2" AN 8 3/4"0 A325N BOLT V-21/2" Workshop 1' -47/8 8 PWl (B/5) 13A6"O PWl (B/5) GA 21/4 ,/-PWl (F/5) 13 "Pj M _ MLEA p28 (B/5) M N ~ M 3A6 B/5 a3 (B/5) "'�' - -ai (F/5)4,�-4 11 RD 2 9'-2 2 1'-81V16 9' -93/8 10'-03/8 (W12X19 x 9'-113/8) 9'-4 (W8X10 x 9'-31/2) (-3) ONE BEAM 115 B 12 4 BEAMS 115 B 14 REV. DATE I DESCRIPTION BY CHKD BN 121/8"x1/4° W 77/6'x3/16" 2@2ND FLOOR OPEN HOLES 13/16"0UN W F 4"x3/8• 2ND F 4•x3116" 2@3RD FLOOR PAINT RED OXIDE 1 mil DFT <ff HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL DGE, FL 329 AVE. ENGINEER PROJECT NAME ADVANTAGE SELF STORAGE PORT ST LUCIE CTY FL v LOCATION CONTRACTOR WELSH CONSTRUCTION DESCRIPTION BEAMS DRAWN BY RH JOB No. 37AV 18 CHECKED BY LA DRG No 115 FOR FABRICATION 05-24-18 APPROVED B It 3 - BEAMS - 116B1 W 7718"x3/16" 2ND F 4"x3/16"31/2 r. 3 - BEAMS - 116B2 77/8"x3/16" 72N0 4"x3/16" 31/2 31/2 102 i L41/2 L milibmi— 9' -51-M6 (-2u4) W8X10 x 9'-75/16 � (-27/16) 3 - BEAMS - 116B3 7 7/8"x3111 s" 2ND F 4"x3/i6" (N/5) al (F/5) - , _ i* (I M 8' -91/4 0/4)18'-113/4 (W8X10 x 8'-111/4) ONE - BEAM - 1166B4 w 77/8"x3%s" 2ND F 4"x3/16" 13/ 110 PW1(N/5) N � 9'-21/4 (-3)1 9'-43/4 (W8X10 x 9'-4u4) 2 - BEAMS - 116B5 w 77/8"x3/16" 1@2ND FLOOR F 4•x3/16" 1@3RD FLOOR -I- 9'-21/4 (-3) L 9'-43/4 (W8X10 x 9'-41/4) 2 - BEAMS - 116B6 W 1 77/8"x3/16" 1@2ND FLOOR F a•x3ns• 1@3RD FLOOR m ONE F al (F/5)- (N/5) PWl (N/5) M 9'-43/4 (W8X10 x 9'-33/4) - BEAM - 116B7 ONE -BEAM 116B8 WL 77/8"x3116" 2ND F 4"x3/16" 2 3' -93h6 13/g I 13AA110 al M PW1(N/5)­_l 1 _ 3'-9u4 23/16 i M 3'-113/4 (W8X10 x 3'-llu8) R2) 15 - BEAMS - 116B9 W 77/8"x3/16" ROOF F 4'x3/16" 114i6 al (N/5) 9'-33/8 PW1(N/5) m M 17/1 9'-5u2 (W8X10 x 9A /8) (-3u16) 17 - BEAMS - 116B10 W 1 77/8"x3/,6" ROOF F 4"x3/16' BILL OF MATERIAL SHIP PIECE MARK MARK QN DESCRIPTION LENGTH 23h 3 -67/8 17 5'-415/16 13 0 "O--�_PW1(N/5) PW1(F/5) ��"0 ' 0 rQI.0 al (F/5)- , �l MM a5 (N/5) m`"11sB3 16 3'-615h6 11 6 5'-5 .. t�4 (-016) 3'-91/2 (W8X10 x 3'-813/16) 5'-7 (W8X10 x 5'-63/8) 2 2-BEAMS- 116B11 ONE BEAM 116B17 7n6"x3/16" F 77/48 F a•x3/1s• ROOF ROOF F "x3/16 RD 17/1 8' -111/4 PWl (N/5) rPWl (F/5) —\ L'11 -al (F/5) al (N/5) M 11 6 8'-113/$ (- 6) 9'-21/2 (W8X10 x 9'-1346) 3 - BEAMS - 116 B 12 W 77/8"x3/,s" ROOF F 4'x3/16^ qL 19 6 13 I10 5'-634 PW1(N/5) N ``o M al (N/5)� M N 1 5'-6u8 5'-85/8 (WBX10 x 5'-81/16) 2- BEAMS - 116 B 13 F 778"x3/16" ROOF F 4"x 3116" Rb 17/ =]� 5_2 r PWl (F/S) 13 _ '6 0- �' M N a5 (N/5) A m N Iwit 11 6 5'-2946 (-3/8) 5'-4V4 (W8X10 x 5'-41/16) (-27/8) -2- BEAMS - 116 B 14 w 77/8"x3116" ROOF F 4 "x3116" -PWl (F/5) PWl (F/5)- �_` F� rI N M * t '1 N J� JL A M - RD �a7 (F/5) a7 (F/5)- 1� j0'-8 6 4%610'-5j%6 10'-107/8(W6X12 x 10'-95/8) 3 - BEAMS - 116 B 15 w 6"x1/4" ELEV. ROOF F 4"xl/4• 23h RljD S 1 110 �PW1(N/5) 0 " 10 116B1 3 W8x10 116132 3 WSX10 3 wsx10 116B4 1 W8x10 PW1 2 FB3/8X2112 al 1 L4X3X3/8 2 3/4"0 A325N BOLT 1161315 2 W8X10 PWt 4 FB3/8X2112 al 2 L4X3X3/8 4 3/4"0 A325N BOLT 116B6 2 WBX10 PW1 4 FB3/8X21/2 al 2 L4X3X3/8 4 3/4"0 A325N BOLT 116B7 1 W8X10 PWt 4 FB3/8X2112 al 2 L4X3X3/8 4 3/4"0 A325N BOLT 116B8 1 w8x10 Pwl 4 FB3/8X21/2 al 2 L4X3X3/8 4 3/4-0A325N BOLT 116B9 15 W8X10 PW1 30 FB3/8X21/2 al 15 L4X3X3/8 30 3/4"0 A325N BOLT 116B10 17 WBX10 PW1 34 FB3/8X21/2 al 17 L4X3X3/8 34 3W0A325NBOLT 116B11 2 W8X10 PW1 4 FB3/8X2112 al 2 L4X3X3/8 4 3/4"0 A325N BOLT 1161312 3 W8X10 PW1 12 FB3/8X21/2 al 6 L4X3X3/8 12 3/4"0 A325N BOLT 116B13 2 1 W8X10 PW1 4 FB3/8X2 1/2 al 2 L4X3X3/8 4 3/4"0 A325N BOLT 116B14 z w8xlo PW1 4 FB3/8X21/2 a5 2 L4X3X3/8 4 3/4"0 A325N BOLT 116B15 3 W6X12 PW1 12 FB3/8X21/2 a7 6 L6X3-1/2X3/8 12 3/4"0 A325N BOLT 116B16 1 W8X1Q PW1 2 FB3/8X21/2 al 1 L4X3X3/8 2 314"0 A325N BOLT 1161317 1 w8X10 PW1 2 FB3/8X21/2 a5 1 L4X3X3/8 2 314"0 A325N BOLT ONE - BEAM - 116B16 w 7 7/8"x3/16" ROOF FT 4"x3/16" " FOR FABRICATION USE REMARKS 9'-0 3/4" SQ-2 A992 9'-6 3/4" SQ-2 AM 9'-7 5/16" SQ-2 A992 8'11 1/4" SQ-2 A992 0'-21/2" A36 0'-51/2" A36 0'-21/2" Workshop 9'-4 1/4" SQ-2 AN2 V-2 1/2" A36 0'-5 1/2" A36 0'-21/2" Workshop 9'-4 1/4" SQ-2 A992 0'-2 1/2" A36 0'-5 1/2" A36 0'-21/2" Workshop 9'-3 3/4" SQ-2 02 0'-21/2" A36 0'-5112" A36 0'-21/2" Workshop 8'-11 3/8" SQ-2 A992 0'-21/2" A36 0'-5 1/2" A36 0'-21/2" Workshop T-11 1/8" SQ-2 A992 0'-21 /2" A36 0'-5 1/2" A36 0'-2" Workshop 9'-4 7/8" sae A992 0'-21/2" A36 0'-5 1/2" A36 0'-2" Workshop T-8 13/16" SQ-2 A992 0'-21/2" A36 0'-5 1/2" A36 0'-21/2" Workshop W-1 3116" SQ.2 A992 0'-21/2" A36 0'-5 1/2" A36 0'-2" Workshop 5'-81/16" SQ-2 A992 0'-21/2" A36 0'-5 1/2" A36 0'-2" Workshop 5'-41116" Sat A992 U-2 1/2" A36 0'-51/2" A36 0'-2" Workshop 10'-9 5/8" SQ-2 A992 0'-2 1/2" A36 0'-4" A36 0'-21/4" Workshop 5'-10 3/8" SQ-2 A992 0'-2 1/2" A36 0'-51/2" A36 0'-2" Workshop 5'-6 3/8" SQ-2 A992 0'-21/2" A36 0'-5 1/2" A36 0'-2" Workshop REV.1 DATE I DESCRIPTION I BY CHKD B` OPEN HOLES 13/16"0 UN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION BEAMS DRAWN BY RH JOB No. 37AV18 CHECKED BY LA DRG No. 116 APPROVED BY FOR FABRICATION 05-24-18 11/ 1 "O 3'-67/8 PWl (N/5) al (N/5) 116 3' -61416 3'-91/2 (W8X10 x 3'-813/16) 13 - BEAMS - 117B1 W 77/8"x3116" ROOF F 4"x3/16" l 2L 3' -101/2 113/1 13 "O 4'-13/16 M 11 "¢ 4'-11/4 2 3'-101/2 :77T2, (_3/4) W8X10 x 4'-21Y16 (-5/8) ONE - BEAM - 117B2 W 77/8"x3/16" ROOF F 4"x3/16" VI (N/5) 4' -1 0 m 13/16„0 1§46 4'-21a/16 (-31/16) W8X30 x 4'-45/16 (-5/8) 2 - BEAMS - 117B6 Wl 77/8•0/16' ROOF F I 4"x3/16" 27/1 4'-97/8 R 13/ 7 13 „O 4'-103/4 0 1�/16 4'-1m13/16 (-13/16)1 W8X10 x 5'-016 (-27/8) 2 - BEAMS - 117B7 W 77/8"x 3116" 4"x3/16" ROOF F 311 >� 11 (-31/16) ONE - BEAM - 117B3 2- w F 77/8•x311s" 4"x3ROOF 16" 121 7'-41/2 2346 1q, 13 "0 7'-71/4 M I IM6 110 I M 1>h6 7'-75/16 21/ 7' -41/2 2 (_3/4) W8X10 x 7'-811/16 (-5/8) 3 - BEAMS - 117 B4 w 77/8"x3/16" ROOF F 4"x3/16" (N/5) 3 - BEAMS - 117B5 w 77/8"x3/16" ROOF F 4"x3/16" W 77/8"xWl F 4 x3/16" n In m 6 7'`2 6 W8X10 x 7'-4%6 (-27/8) BEAMS - 117B8 ROOF (-31/16) W8X10 x 9'-35/16 ONE - BEAM - 117B9 w 77/8"x3ns' ROOF F 4"x3n 6' r 2- BEAMS- 117B11 w 1 77/8°x3/16" ROOF F 4%3116 u7 4' -10 1$ 13 �O 5'-16 .r 5'-11/4 am m 110 5' -67/8 PWl (N/5) al(N/S) —A 5'-61`"V16 m ( 13/i6) W8X10 x 5'-25/g (-�8) (-31/16) 5'-91/2 (W8X10 x 5'-81-M6) 2 - BEAMS - 117B12 2 - BEAMS - 117B17 W 77/8"x3/,6" 4fiROOF F x3/16" F 4"x3/16" ROOF 114 (N/5) 1fi PWl (N/5) 9 -43/4 1. O� .--al (N/5) M m 9'-411/16 1� 4'-13/4 (W8X10 x 4'4%) 9'-67/8 (W8X10 x 9'-61/4) ONE - BEAM - 117B13 ONE - BEAM - 117B18 W 77/8x3/16" _ W 77/8"x3/16" ROOF F 4'x3ns° ROOF F 4°x3/16" n a 171l 13166 "fd 9'-31/2 I /-PWi (F/5) .o .o 71 ., M N al (F/5) �I� M N � L � I 13/ 9' -37h6 . 4'-11414 (W8X10 x 4'41%) 9'-6 (W8X10 x 9'-53/8) ONE -BEAMBEAM- 117B14 ONE - BEAM - 117B19 W 77/8"xX16" ROOF W 77/8"x3/16" F 4''316" F 4"x3/16" r a4 (F/5) Rb (-3/8) � 9'-3% (W8X10 x 9'-31/8) (-3) 2-BEAMS- 117B15 W 1 7 7/8"x3n6" ROOF F 4"x3/i6" PWl (N/5) PWi (N/5) N al (N/S) al (N/S)- m 2 16' -93/4 17'-03/4 (W8X28 x 16'-113/4) ONE - BEAM - 117B16 w 8 x5ns" ELEV. ROOF F 61/2"x7/16" v ONE - BEAM - 117B20 W 77/8"x3/i6" F 4"x 3116" ,u • � rCERTIFIEDI FOR FABRICATION USE BILL OF MATERIAL SHIP MARK PIECE MARK OTY DESCRIPTION LENGTH REMARKS 117B1 13 W8X10 T-8 13/16" SQ-2 A992 PW1 26 FB3/8X21/2 0'-21/2" A36 al 13 L4X3X3/8 0'-51/2" A36 26 3/4"0 A325N BOLT 0'-2" Workshop 11762 1 W8X10 4'-2 11/16" SQ-2 A992 11783 1 1 W8X10 9'-5 1/8" SQ-2 A992 PWt 2 FB3/8X2112 0'-21/2" A36 al 1 L4X3X3/8 0'-51/2" A36 2 314"0 A325N BOLT 0'-2" Workshop 117134 3 W8X10 7'-8 11/16" SQ-2 A992 117135 3 1 W8X10 5'-11 1/8" SQ-2 A992 PW1 6 1 FB3/8X21/2 0'-2112" A36 al 3 L4X3X3/8 V-51/2" A36 6 3/4"0 A325N BOLT 0'-2" Workshop 117136 2 W8X10 4'-4 5/16" SQ-2 A992 117137 2 1 W8X10 5'-0 5/16" SQ-2 117B8 2 W8X10 T-41/16" SW A992 117B9 1 W8X10 9'-3 5/16" SQ-2 A992 117811 2 W8X10 4'-6 5/8" SQ-2 A992 117B12 2 W8X10 5'-2 5/8" SQ-2 A992 1171313 1 W8X10 4'-1 1/8" SQ-2 A9.92 PW1 2 FB3/8X21/2 0'-21/2" A36 al 1 L4X3X3/8 0'-51/2" A36 2 3/4"0 A325N BOLT 0'-2" Workshop 1171314 1 W8X10 4'-11 1/8" SQ-2 A992 PW1 2 FB3/8X21/2 0'-21/2" A36 al 1 L4X3X3/8 0'-51/2" A36 2 3/4"0 A325N BOLT 0'-2" Workshop 1171315 2 W8X10 9'-31/8" SQ-2 A992 PW1 8 FB318X21/2 0'-21/2" A36 al 4 L4X3X3/8 V-51/2" A36 a4 4 0-1/2X3-1/2X5/16 0'-51/2" A36 4 3/4"0 A325N BOLT 0'-2 3/4" Workshop 4 3/4"0 A325N BOLT 0'-2" Workshop 1171116 1 W8X28 16'-11 3/4" 80-2 A992 PW1 4 FB318X21/2 0'-21/2" A36 al 2 L4X3X3/8 0'-51/2" A36 4 314"0 A325N BOLT 0'-2 1/4" Workshop 117817 2 W8X10 6-813116" SQ-2 A991 PW1 4 FB3/8X21/2 0'-21/2" A36 al 2 L4X3X3/8 0'-51/2" A36 4 3/4"0 A325N BOLT 0'-2" Workshop 117B1B 1 W8X10 9'-61/4" SW A992 PW1 2 FB3/8X21/2 0'-21/2" A36 al 1 L4X3X3/8 0'-51/2" A36 2 3/4"0 A325N BOLT 0'-2" Workshop 1171319 1 W8X10 9'-5 3/8" SQ-2 A992 PW1 2 FB3/8X2112 0'-21/2" A36 al 1 L4X3X3/8 0'-51/2" A36 2 3/4"0 A325N BOLT 0'-21/2" Workshop 1171320 1 W8X10 9'-8 1/2" SQ-2 A992 PWt 2 FB3/8X21/2 0'-21/2" A36 al 1 L4X3X3/8 0'-51/2" A36 2 314"0 A325N BOLT 0'-2" 1 Workshop REV.1 DATE I DESCRIPTION BY CHKD Bl OPEN HOLES 13/16"0 LIN PAINT RED OXIDE 1 mil DFT HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL AVE. ENGINEER ROCKLEDGE, FL 32955 PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION BEAMS DRAWN BY RH JOB No. 37AV18 CHECKED BY LA DRG No. 117 APPROVED BY FOR FABRICATION 05-24-18 21 1 ::Imuel►. p4 (F/5) tTYp I p8 (B/5) 13/16110 GA 23/4 ' 1 4'-811h6 _ 1-M6" O GA 23/4 p9 (N/5)— p10 (F/5)— RD A 2'-61/8 4'-61/8 J 6'-61/8 8'-6t/8 10'-61/8 12'-6V8 14'-6t/11 16'-61/8 18'-61/e rl 41 2-0' 5546 9- rl w6 6 w63 1 B p41 10'-5�16 AITYP �P41 p41 P41 hs20 p41 w63 w63 w6324 w63 �`w63 w63 w63 w63 3 -- --- -- -- --- - -- ---- -- - - - -- ---- -- -- - - - -- -- - - ----- ---- - -- - -- -- - -- - - �h - ------ 346 N 3 TYP - ----- ------------ - - - - -- - =---------- ------------------------------------ - - - --- ----- -- --------------- N a3 (F/S) — —� M M M p8 (8/5) PWl (F/S) , N N —p8 (8/5) 13h6"O o-1-TYP 20'-1946 8 GA 23/4 105/ 24'-3�`16 24'-9546 (W14X22 x 24'-51/8) ONE - BEAM - 118B2 w 1334"x1/4" ROOF F 5'x5116' M A -A hs20 BILL OF MATERIAL SHIP MARK PIECE MARK QT, DESCRIPTION LENGTH REMARKS 118B1 1 W14X22 24'-51/8" SW A992 PW1 3 FB3/8X21/2 0'-21/2" A36 a3 1 L4X3X3/8 V-81/2" A36 p4 1 FB3/8X5 0'-6112" A36 p8 6 FB3/8X31/2 V-1" A36 p9 1 FB3/8X3112 V-1" A36 p10 1 FB3/8X2112 T-015116" A36 rl 10 ATR5/8 0'-11/2" A36 hs20 1 HSS6X6X.250 19'-0 5/16" A500 GR.B 10 5/8—HEAVY—HEX—NUT 10 5/8—USS—WASHER 3 3/4"0 A325N BOLT 0'-21/4" Workshop 2 3/4"0 A325N BOLT 0'-1 3/4" Workshop 1181312 1 W14X22 24'-8 3/4" SQ-2 A992 PW1 5 FB3/8X21/2 0'-21/2" A36 a3 2 L4X3X3/8 0'-81/2" A36 a4 8 L3-1/2X3-1/2X5/16 0%51/2" A36 rl 13 ATR5/8 0'-11/2" A36 hs19 1 HSS6X6X.250 24'-61/4" A500•GR.B 13 5/8—HEAVY—HEX—NUT 13 518 USS WASHER 3 3/4"0 A325N BOLT 0'-2 3/4" Workshop 8 3/4"0 A325N BOLT 0'-2" Workshop > > w6: p41 t19 D FOR FABRICATION USE rl REV.1 DATE I DESCRIPTION BY I CHI+ OPEN HOLES 13/16"0 UN PAINT RED OXIDE 1 mil DFT' HMB STEEL CORP www.hmbsteel.com ARCHITECT FRANK G. RELF ARCH. 4080 PINES INDUSTRIAL A ENGINEER ROCKLEDGE, FL 32! PROJECT NAME ADVANTAGE SELF STORAGE LOCATION PORT ST. LUCIE CTY, FL CONTRACTOR WELSH CONSTRUCTION DESCRIPTION BEAMS DRAWN BY RH JOB No. 37AV18 CHECKED BY LA DRG No. 118 APPROVED BY FOR FABRICATION 05-24-18