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HomeMy WebLinkAbout20-08-305-DigitalREVISIONS THIS IS A LETTER OF CERTIFICATION FOR STEEL BUILDING SYSTEMS, INC.'S PROJECT #20-09-305 FOR ST LUCI SHERIFF'S OFFICE, TO BE LOCATED IN FORT PIERCE, FL. THIS LETTER CERTIFIES THAT STEEL BUILDING SYSTEMS, INC.'S BUILDINGS) MEETS THE INFORMATION IN THE DESIGN CRITERIA. THIS LETTER OF CERTIFICATION IS WRITTEN SPECIFICALLY FOR THE BUILDINGS) PROVIDED BY STEEL BUILDING SYSTEMS, INC. THIS LETTER DOES NOT IMPLY NOR CONSTITUTE AN AGREEMENT THAT THE MANUFACTURER OR THE MANUFACTURER'S ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. DESIGN CRITERIA WIDTH (ft) = 60.0 LENGTH (ft) = 120.0 EAVE HEIGHT (ft) = 12.0/12.0 ROOF SLOPE Rise/12) = 3.0 BUILDING CODE = FBC 17 DEAD LOAD (psf) = 2.9 COLLATERAL LOAD (psf) = 1.5 ROOF LIVE LOAD (psf) = 20.0 LIVE LOAD REDUCTION = YES GROUND SNOW LOAD ( f) = 0.0 ROOF SNOW LOAD (psf �Ct) = 0.0 THERMAL COEFFICIENT = 1.0 IMPORTANCE - SNOW = 1.0 SNOW EXPOSURE (Ce) = 1.0 ULTIMATE WIND (ult) (mph) = 159.0 NOMINAL WIND (asd) (mph) = 124.0 RISK CATEGORY = II -NORMAL WIND EXPOSURE = C CLOSED/OPEN/PARTIAL = C INTERNAL GCpi = +0.18/-0.18 61191,09)to] :7_1�0310aII RISK CATEGORY = II -NORMAL SEISMIC SITE CLASS = D SEISMIC COEFFICIENT = 0.09 MAPPED RESPONSE (Ss = 0.0560 MAPPED RESPONSE S1 = 0.0290 DESIGN CATEGORY (SDC = A IMPORTANCE - SEISMIC = 1.00 SITE COEFFICIENT (Fa) = 1.6000 SITE COEFFICIENT (FV) = 2.4000 DESIGN RESPONSE Sms) = 0.0896 DESIGN RESPONSE Sm 1 = 0.0696 DESIGN RESPONSE Sds = 0.0597 DESIGN RESPONSE Sd 1 = 0.0464 RES MOD FACTOR (Mom R = 3.0 APP PERIOD (MOMENT) To = 0.2541 RES MOD FACTOR (Brc) R = 3.0 APP PERIOD (Braced) To = 0.1581 TRANVERSE SYSTEM = MOMENT FRAMES LONGITUDINAL SYSTEM (ROOF) = BRACED FRAMES LONGITUDINAL SYSTEM (FSW) = CANT. COLUMN LONGITUDINAL SYSTEM (BSW) = CANT. COLUMN NOTE: THE SEISMIC ANALYSIS PROCEDURE USED ON THIS STRUCTURE IS THE EQUIVALENT LATERAL FORCE PRO- CEDURE. ASTM# (Plate) = A529; A572; A1011 PLATE YIELD (Fy) = 50.0 ksi ASTM# (Bar) = A-529; A-570; A-572 PLATE YIELD (Fy) = 50.0 ksi LIGHT GUAGE STEEL ASTM# (Cold -Form) = A1008; A1011 COLD -FORM YIELD (Fy) = 55.0 ksi ASTM# (Panel) = A792 PANEL YIELD (Fy) = 80.0 ksi NOTE: ALL CONNECTION BOLTS ARE DESIGNATED IN THESE DRAWINGS AS EITHER A "M" FOR A307 BOLTS OR A "H" FOR A325 BOLTS. COMPONENTS AND CLADDING COMP/CLAD LOCATION PRES (PSF) SUCT (PSF) ROOF SUCT (PSF) COLUMN 44.9 -49.6 GIRT/HEADER 44.9 -49.6 JAMB 44.9 -49.6 WALL PANEL 55.7 -74.4 PURLIN 22.6 -46.2 ROOF PANEL 32.1 -51.0 LONG. BRACING 18.9 -13.7 -32.5 LONG. BRACING 28.8 -20.3 (EDGE ZONE) NOTES TO ERECTOR/OWNER: [1] "SBS" IS NOT RESPONSIBLE FOR THE ERECTION OF THE BUILDING, THE SUPPLY OF ANY TOOLS OR EQUIPMENT, OR ANY OTHER FIELD WORK UNLESS "SBS" HAS BEEN CONTRACTED FOR THESE. "SBS" DOES NOT PROVIDE ANY FIELD SUPERVISION FOR THE ERECTION OF THE BUILDING, NOR DOES "SBS" PERFORM ANY INSPECTIONS DURING OR AFTER ERECTION. [2] USE ONLY THE ERECTION DRAWINGS PROVIDED BY "SBS" AND IN- CLUDED IN THE ERECTOR'S PACKAGE DELIVERED BY THE TRUCK DRIVER WITH THE BUILDING. "SBS" IS NOT LIABLE FOR ANY CLAIM RESULTING FROM THE USE OF OTHER DRAWINGS. [3] CHECK SLAB AND ANCHOR BOLT PLACEMENTS BEFORE STANDING ANY FRAMING. IF THE SLAB IS NOT SIZED CORRECTLY OR IS OUT OF SQUARE, OR IF THE ANCHOR BOLTS ARE NOT CORRECTLY LOCATED, CALL "SBS". "SBS" IS NOT LIABLE FOR LABOR CHARGES RESULTING FROM STANDING FRAMING ON AN INCORRECT SLAB. [4] BEGIN ERECTION WITH A BRACED BAY. INSTALL THE EAVE STRUTS FIRST AND THEN THE PURLINS WHICH FALL AT THE CABLE ATTACHMENT POINTS. NEXT, INSTALL ROOF AND WALL CABLES TO A SNUG CONDITION, SO THAT THE FRAMING IS BRACED. FINISH INSTALLING PURLINS AND GIRTS IN THE BRACED BAY. USING THE THE CABLE BRACING, SQUARE AND PLUMB THE FRAMING. CONTINUE WITH REMAINING BAYS, INSTALLING BRACING AS ADDITIONAL BRACED BAYS ARE ERECTED. [5] THE CORRECTION OF MINOR MISFITS BY THE USE OF DRIFT PINS TO DRAW THE COMPONENTS INTO LINE, MODERATE AMOUNTS OF REAMING, CHIPPING AND CUTTING, AND THE REPLACEMENT OF MINOR SHORT- AGES OF MATERIAL ARE A NORMAL PART OF ERECTION AND ARE NOT SUBJECT TO CLAIM. CONTACT "SBS" BEFORE MAKING ANY FIELD MOD- IFICATION TO THE BUILDING. "SBS" DOES NOT PAY CLAIMS FOR ER- ROR CORRECTION UNLESS APPROVED IN WRITING BY "SBS" BEFOREHAND. STATUS OF THESE DRAWINGS ElFOR OWNER'S USE - NOT FOR CONSTRUCTION. ENGINEERED BUT NOT DETAILED FOR MANUFACTURE. FOR APPROVAL - NOT FOR CONSTRUCTION. ENGINEERED BUT NOT DETAILED FOR MANUFACTURE. ® FOR PERMITTING - FOR CONSTRUCTION. ENGINEERED BUT NOT DETAILED FOR MANUFACTURE, FINAL DRAWINGS - FOR CONSTRUCTION. ENGINEERED AND DETAILED FOR MANUFACTURE. ERECTION DRAWINGS - FOR CONSTRUCTION. ENGINEERED AND DETAILED FOR MANUFACTURE. ANCHOR BOLT PLANS - FOR CONSTRUCTION. Digitally signed by Gregory S. Barfield, P.E. Gregory GregorySBarfield 2149 Nell Purvis Road S Barfield Date:2021.02.10 Adel, GA 31620 10:31:41-05'00' License # 54419 ACCREDITED Metal Building Systems AC 472 i w Q, do ` . No 54419 '•p i ST 'FE © • 2-10-21 a W U LL 0 p ILL LPL N } J W � W IL W � W ry >- 0 O Z ~ W Cl)Z p O O o O Q ti IL U O J C0 o LL ll a Z U cc W� x O ' Ul co 0 To CD CD_ Cq N J �Q' 'Ujj� 0 `� W O N _MZ OJ J W X LL f) J zw / W 0 w Q m T N W oN OR W m ICI N o Ul LL JOB NO : 20-08-305 DATE : 9 28 20 BY : SCALE MS NONE TITLE : COVER PAGE COVER 0 DIA=5/8" 1 120'-0" OUT -TO -OUT OF CONCRETE 5 0 DIA=3/4" 19 DIA=7/8" X DIA= 1 " al N I N I 0 0 D D s O I s 01 I O� I O I orn ro 00 0) W C C 1'-8 1 2" U Z O U 0 O � OI o� c of 0 o I m I 8" D o I 0 N N O O � B B o I `am I om I o I o> uo 00 0� A z A 0 I � 0 � I o o ANCHOR BOLT DIMENSIONS FRAME LINE DIMENSIONS 1 2 3 4 5 Gregory S. Barfield, P.E. ANCHOR BOLT PLAN 2149 Nell Purvis Road NOTE: ALL BASE PLATES ® 100'-0" (UNLESS NOTED) Adel, GA 31620 License # 54419 titleW,pl,0,, SAS `w • 0 S. q,9 � p .� *�.• .,•....... a; -�c E w STEEL BUILDING S'—JSTE/X1S ? c� No 54419 ;moo 1Nc. ' REVISIONS CUSTOMER: ST. LUCIE COUNTY SHERIFF'S OFFICE. *: [71 JOB NO: DATE: E O20-08-305 top 9 28 20 [21 LOCATION:•• FORT PIERCE, FL 0 R `� �'•• ` �``` C� 131 SCALE: DRAwINGANCHOR �� S ...•• �` ;ONAfois1'��``�� BOLT LAYOUT [41 DRAWING NO: DRAWN BY: CHECKED BY: 2-10-21 PAGE 1 MSS 2 3 4 32'-0" 32'-0" 27'-0" 29'-0" 31 '-10 1 2" 31 '-8 1 2" 26'-8 1 2" 28'-10 1 2" ■■ A ■ ■ x x•e • ■ A ■■ E D G E C M� �Foo N� u0 �k NOTE: SLOPE DOWN AREA IN FRONT OF ROLLUP DOOR 1" TO ALLOW WATER u� TO DRAIN FROM BASE OF DOOR. N�"2 Foo 10 „1 /2" 3 e� 10 1,/2" 3 C D G E .. xx•• .. ■■ A • ■ x x•s ■ ■ A ■■ 31 '-10 1 2" 31 '-8 1 2" 26'-8 1 2" 28'-10 1 2" 32'-0" 32'-0" 27'-0" 29'-0" DIA= 3/4" DIA= 1" DIA= 7/8" � 8" �Tq�F `90 10 1 8" 8" Fx x I X ro i 3 ao X i X 3" ao i I — -- 4" I � � L—J 2 1/2 — LU SW 1 1/2 1 1/2" 8„ 2" 2" 8" EW EW SW 1'-0 1 8" 4. 1'-0"� SEE PLAN ;Ic FRAME LINE MARKER. DETAIL A DETAIL D DETAIL G DIA= 3/4" DIA= 3/4" F 8" oT9TF 90 — F--1F----I I 0 II 0 I 3� I 3" " II 2 1/2" I 3" 1 1/2 1 1/2" 8" 1 1/2�1 1/2" 8" EW SEE PLAN SEE PLAN DETAIL B DETAIL E DIA= 3/4" DIA= 5/8" Sw SEE PLAN DETAIL C DETAIL F Sw Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 FRAME LINES: 2 3 4 COLUMN LINE r H H IV IV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column-Reactions(k FIRM COL LOAD HMAX V LOAD HMIN V Bolt(IN) BASE-PLATE(IN ELEV. LINE LINE Id H VMAX Id H VMIN CITY DIA WIDTH LENGTH T ICK (in) 2 D 1 11.9 16.3 4 -17.5 -20.8 4 0.750 6.000 8.250 0.375 0.0 2 A 5 15.9 -26.2 1 -11.9 19.9 4 0.750 6.000 8.313 0.500 0.0 1 -11.9 19.9 5 15.9 -26.2 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column-Reactions(k FIRM COL LOAD HMAX V LOAD HMIN V Bolt(IN) BASE-PLATE(IN) ELEV. LINE LINE Id H VMAX Id H VMIN CITY DIA WIDTH LENGTH THICK (in) 3 D 1 11.3 15.3 4 -15.5 -19.0 4 1.000 8.000 8.313 1.000 0.0 3 A 5 15.5 -19.0 1 -11.3 15.3 4 1.000 8.000 8.313 1.000 0.0 1 -11.3 15.3 5 15.5 -19.0 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column-Reactions(k ) FIRM COL LOAD HMAX V LOAD HMIN V Bolt(IN) BASE-PLATE(IN) ELEV. LINE LINE Id H VMAX Id H VMIN CITY DIA WIDTH LENGTH THICK (in) 4 D 1 11.3 15.3 4 -15.5 -19.0 4 0.750 6.000 8.250 0.375 0.0 4 A 5 15.5 -19.0 1 -11.3 15.3 4 0.750 6.000 8.250 0.375 0.0 1 -11.3 15.3 5 15.5 -19.0 WIND COLUMN REACTIONS - WALL- COL LOC LINE LINE R/L LOAD -ID M F-SW A 3 R WIND SEISMIC o B-SW D 3 L WIND SEISMIC V} H +V t REACTIONS HORZ VERT MOMENT ANC -BOLT BASE-PLATE(IN) (k ) (k ) (f-k) QTY DIA WIDTH LENGTH THICK 8.3 78.2 91.3 4 0.875 8.000 8.000 0.750 1.3 12.4 14.5 8.3 78.2 91.3 4 0.875 8.000 8.000 0.750 1.3 12.1 14.1 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column -Reactions k FIRM COL LOAD HMAX V LOAD M N V Bolt(IN) BASE-PLATE(IN) ELEV. LINE LINE Id H VMAX Id H VMIN QTY DIA WIDTH LENGTH THICK (in) 1 D 8 1.7 -6.6 9 -1.5 -6.0 4 0.750 8.000 8.000 0.250 0.0 10 0.0 4.5 8 1.7 -6.6 1 C 8 4.5 -17.1 9 -4.0 -17.1 4 0.750 8.000 8.000 0.375 0.0 11 0.0 12.1 8 4.5 -17.1 1 B 12 4.5 -17.2 13 -4.0 -17.2 4 0.750 8.000 8.000 0.375 0.0 14 0.0 11.8 12 4.5 -17.2 1 A 15 1.7 -18.7 13 -1.5 -5.5 4 0.750 8.000 8.000 0.250 0.0 1 0.0 9.8 15 1.7 -18.7 5 A 8 1.7 -3.6 9 -1.5 -3.4 4 0.750 8.000 8.000 0.250 0.0 16 0.0 3.2 8 1.7 -3.6 5 B 17 4.5 -9.6 9 -4.0 -9.6 4 0.750 8.000 8.000 0.250 0.0 18 0.0 8.4 17 4.5 -9.6 5 C 12 4.5 -9.6 13 -4.0 -9.6 4 0.750 8.000 8.000 0.250 0.0 19 0.0 8.4 12 4.5 -9.6 5 D 15 1.7 -3.6 13 -1.5 -3.4 4 0.750 8.000 8.000 0.250 0.0 16 0.0 3.2 15 1.7 -3.6 NOTES FOR REACTIONS 1. ALL LOADING CONDITIONS ARE EXAMINED AND ONLY MAXIMUM/MINIMUM H OR V AND THE CORRESPONDING H or V ARE REPORTED. 2. POSITIVE REACTIONS ARE AS SHOWN IN THE SKETCH. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS. 3. BRACING REACTIONS ARE in THE PLANE OF THE BRACE WITH THE H POINTING AWAY FROM THE BRACED BAY. THE VERTICAL REACTION IS DOWNWARD. 4. BUILDING REACTIONS ARE BASED ON THE FOLLOWING BUILDING DATA: WIDTH (ft) = 60.0 LENGTH (ft) = 120.0 EAVE HEIGHT ft) = 12.0 12.0 ROOF SLOPE RISE/12) = 3.0/ .0 DEAD LOAD (psf) = 2.9 COLLATERAL LLOAD psf) = 1.5 ROOF LIVE LOAD psf)))) = 20.0 FRAME LIVE LOAD psf = 12.0 WIND SPEED (mph) = 159.0 WIND CODE = FBC 17 (IBC 15) EXPOSURE = C CLOSED/OPEN/PARTIAL = C IMPORTANCE WIND = 1.00 IMPORTANCE SEISMIC = 1.00 SEISMIC Zone = A SEISMIC COEFF (Fo*Ss) = 0.09 5. LOADING CONDITIONS ARE: 1 Dead +Collateral+Live 2 Dead+Collateral+0.75Live+0.45Wind-Long1R 3 Dead +Collateral+0.75Live+0.45Wind-Long2R 4 0.6Dead+0.6Wind-Left1 5 0.6Deod+0.6Wind-Right1 6 0.6Dead+0.6Wind-Long1L 7 0.6Deod+0.6Wind-Long2L 8 0.6Dead+0.6Wind-Leftl+0.6Wind-Suction 9 0.6Dead+0.6Wind-Pressure+0.6Wind-Long1L 10 Dead+Collateral+E1PAT-LL-3 11 Dead+Collateral+E1PAT-LL-1 12 0.6Dead+0.6Wind-Suction+0.6Wind-Long2L 13 0.6Dead+0.6Wind-Pressure+0.6Wind-Long2L 14 Dead+Collateral+E1PAT-LL-2 15 0.6Dead+0.6Wind-Rightl+0.6Wind-Suction 16 Dead +Collateral+E2PAT-LL-3 17 0.6Dead+0.6Wind-Suction+0.6Wind-Long1L 18 Dead +Collateral+E2PAT-LL-1 19 Dead +Collateral+E2PAT-LL-2 ANCHOR BOLT SUMMARY DIA PROJ. CITY LOCATE (in) TYPE (in) O 4 JAMB 5/8" F1554 1.50 0 32 ENDWALL 3/4" F1554 1.50 0 16 FRAME 3/4" F1554 2.50 X 8 FRAME 1" F1554 3.00 ® 8 WINDCOL 7/8" F1554 2.50 BUILDING BRACING REACTIONS t Reactions(k Panel -Shear -WALL- COL -WIND- -SEISMIC- (lb/ft) LOC LINE LINE HORZ VERT HORZ VERT WIND Seis Note L-EW 1 i)) F-SW A 3 9 R-EW 5 V B-SW D 3 1g) )Wind column at column line Bracing in roof TO rigid frame Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 fi t W 0 FY 0 J W W U) LL O 0 PURLIN LAP 8'-0" 1'-11 3/4"I- 1'-11 3/4" F-A 1'-11 3/4"I- 1'-11 3/4" 120'-0" OUT -TO -OUT OF STEEL 11 3/4""+ 1'-11 3��" L- 11 3/4" 1'-11 3/4" F-0 G-7 G-rl ME Ell -I- �P� _ ■ �I� 0 _ _ i� �mi I miwlqm��� MAN— —I—� -=I -_-- mow �mmbNh,�l I I I I 'ROOF FRAMING PLAN I I t EB1 N N * SEE PAGE 2.4 FOR PURLIN BRACE DETAILS. LU- I P-1 12x25Z 14 U 10'-1 1 1 /2" P-2 12x25Z 14 34'-1 1 1 /2 P-3 12x25Z 14 34'-1 1 1 /2„ P-4 12x25Z 14 29'-1 1 1 /2„ P-5 12x25Z 14 30'-1 1 1 /2" P-6 12x25Z 14 10'-1 1 1 /2 P-7 12x25Z 14 34'-1 1 1 /2" P-8 12x25Z 14 34'-1 1 1 /2„ P-9 12x25Z 14 29'-1 1 1 /2 z P-10 12x25Z14 30'-11 1/2" P-1 1 12x25Z 12 40'-1 1 1 /2" X E-1 12ES 12©3 39'-1 1 1 /2" NE-2 12ES14@3 31'-11 1/2 E-3 12ES 14©3 26'-1 1 1 /2" C- E-4 12ES14@3 28'-11 1/2 E-5 12ES 14@3 28'-1 1 1 /2" E-6 12ES12@3 39'-11 1/2 E-7 12ES 12@3 40'-1 1 1 /2' CB-1 1 /4 CBL 36-0 11 16" CB-2 1 /4 CBL 36'-8 1 16" CB-6 1 /4 CBL 34'-2 1 /16" CB-7 1 /4 CBL 33'-6 1 /8" CB-8 1 /4 CBL 29'-6 1 /16„ C`R-Q 1 /d (`RI 7Q'-R 1 /R" q A gas STEEL BUILDING S'-JSTE='MS iNc. REVISIONS CUSTOMER: ST. LUCIE COUNTY SHERIFF'S OFFICE JOB N0: DATE: 20-08-305 9 28 20 LOCATION: FORT PIERCE, FL DRAWING NAME: SCALE: ROOF FRAMING LAYOUT NONE DRAWING NO: DRAWN BY: CHECKED BY: PAGE 2 1 MSS Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 `%" hills/lll,00, ♦• � S. a 9• P••••.....9 0. 0 No 54419 .gyp STATE 0 v,0NA1, 2-10-21 SPLICE BOLT TABLE TY MARK TOP BOT INT TYPE DIA LENGTH SP-1 4 4 0 A325 3/4" 2 1/2 SP-2 1 4 4 0 A325 5/8" 2 1/2 BASE PLATE TABLE COL PLATE SIZE MARK WIDTH THICK LENGTH BP-1 1 6" 3/8" 8 1/4" BP-2 6" 1/2" 8 5/16" 1 2 2 2 F616 FB12 Y-2 5/16" 2'-11 9/16" RIDGE FLASHING 3 4 2 2 F68 FB4 2'-8 13 16" 2'-6 5 8" 5 6 2 2 F61 F62 2'-5 11 16" 2'-5 3 4" +J� 7 2 7 8 2 2 FB5 FB9 2'-6 11/16" 2'-9 1 16" 9 10 2 2 FB1 F617 3'-0 1/16" 3'-3" �6" g'-6 -7 /8" z',3 1 1 MLMULK IAULL MARK WEB DEPTH WEB PLATE OUTSIDE FLANGE W x THK x LENGTH START END THICK LENGTH RF1-1 7.8 24.0 0.188 8 -11 3/4:: 5 x 1/4" x 11 -1 24.0/24.0 0.250 2'-7 5 16" 5 x 1/4" x 2'-9 3/16" RF1-2 26.0/21.8 0.188 8'-6 1 1 /16" 5 x 1/4" x 20'-0" 21.8/14.4 0.135 14'-10" 5 x 1/4 x 8'-0 1/8" 14.4/12.0 0.135 5'-2" RF1-3 12.0/17.2 0.135 10'-0" 5 x 1/4" x 8'-0 1/8" 17.2/19.1 0.188 3'-8 15/16" 5 x 1/4 x 20'-0" 19.1/27.0 0.188 14'-10" RF1-4 24.0/24.0 0.250 2'-8 5/16" 5 x 1/4" x 2'-8 7/16" 7An/ 7 A n 1 f2A A'_ 1 n F /A" r. .. 1 /d" .. 1 1'_n /A" a6 RpOF CpLOR 4 ®A /\ 3�4" SUPER,�OK, 21 2 0 3 a �� ,Z3" / RFC �2 00W _ toz CL I V) O I � (V 7 W I I �z � � J I I I jP -1 8" I2'-0 1 /2" 54'- CLID 60'-0" OUT-1 RIGID FRAME ELEVATION: FRAME LINE 2 STEEL BUILDING S'-JSTE/XNS iNc. REVISIONS CUSTOMER: ST. LUCIE COUNTY SHERIFF'S OFFICE JOB N0: DATE: 20-08-305 9 28 20 LOCATION: FORT PIERCE, FL DRAWING NAME: SCALE: RIGID FRAME CROSS SECTION NONE DRAWING NO: DRAWN BY: CHECKED BY: PAGE 2.1 1 MSS 0 x 1/4 x `J —U 10/lb 5 x 1/4" x 20'-0" 5 x 1/4" x 8'-3 7/8" 5 x 1/4" x 8'-4 3/16" 5 x 1 /4" x 20'-0" 5 x 5/16" x 8'-11 3/4" 2 31.., 3 12 Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 ♦• S• a 9• No 54419 0 ST ATE 0 AL 2-10-21 SPLICE BOLT TABLE MARK QTY TOP BOT INT TYPE DIA LENGTH SP-1 1 4 4 0 A325 5/8" 2 1/2" BASE PLATE TABLE COL MARK PLATE SIZE WIDTH THICK LENGTH BP-1 8" 1" 8 V16" MtMbLK IAbLL MARK WEB DEPTH WEB PLATE START END THICK LENGT RF2-1 7.8 24.0 0.188 8 —9 24.0/24.0 0.250 2'-9 RF2-2 28.0/23.1 0.188 8'-7 23.1/14.8 0.135 14'�1 RIDGE FLASHING FLANGE BRACE TABLE FRAME 3 V ID ##LINE S16ES MARK LENGTH 1 2 FB18 3'-3 3/4" 2 3 4 2 2 2 FB14 FB10 F136 3'-0 5/16" 2'-9 /16 2'-6 13 16 ,9" �6" �, 3'-6 5 2 FB2 2'-5 3 4" 3/4 12 8" VV -V VVI -IV-VVI Vr JIGGL RIGID FRAME ELEVATION: FRAME LINE 3 J x J/Ib x -II—U J/25 b x 1/4 x 25—IU I/9 5 x 1/4" x 2'-9 1/4' 5 x 1/4" x 20'-0" 5 x 1/4" x 20'-0" 5 x 1/4" x 8'-0 5/16" 5 x 1/4" x 8'-4 5/8" SAS STEEL BUILDING S'-JSTr=fnS iNc. REVISIONS CUSTOMER: ST. LUCIE COUNTY SHERIFF'S OFFICE JOB N0: DATE: 20-08-305 9 28 20 LOCATION: FORT PIERCE, FL DRAWING NAME: SCALE: RIGID FRAME CROSS SECTION NONE DRAWING NO: DRAWN BY: CHECKED BY: PAGE 2.2 1 MSS 3. 12 Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 ♦•`���� S• ��♦*moo; ��c E ro SF., •��,� 20 • No 54419 : p STATE O ,ONA1oliIii/l`_,.�. 2-10-21 SPLICE BOLT TABLE QTY MARK TOP BOT INT TYPE DIA LENGTH SP-1 4 4 0 A325 3/4" 2 1/2" SP-2 4 4 0 A325 5/8 2 1/2 BASE PLATE TABLE COL PLATE SIZE MARK WIDTH THICK LENGTH BP-1 1 6" 3/8" 8 1/4" RIDGE FLASHING FLANGE BRACE TABLE FRAME LINE 4 D ID SIDES MARK LENGTH �7 1 2 2 2 FB15 FB11 3'-0 7/8" 2'-10 5 8" 3 2 F137 2'-8 5 16" .5,-6 1 16, 5 2 F131 2'-5 11/16" " g'-3 3/4 12 8" VV -V VVI-IV-VVI Vy JIGGL RIGID FRAME ELEVATION: FRAME LINE 4 MtMbLK IAbLL MARK WEB DEPTH WEB PLATE OUTSIDE FLANGE W x THK x LENGTH INSIDE FLANGE W x THK x LENGTH START END THICK LENGTH RF3-1 7.8 24.0 0.188 9 —1 13 16 5 x 1/4" x 11 —1 5 x 1/4" x 9 —3 24.0/24.0 0.250 2'-5 1/4" 5 x 1/4" x 2'-9 3/16" RF3-2 24.0/20.4 0.188 8'-6 3/16" 5 x 1/4 x 20'-0" 5 x 1/4" x 20'-0" 20.4/14.1 0.135 14'-10' 5 x 1/4" x 8'-0 1/8" 5 x 1/4" x 8'-3 5/16" SAS STEEL BUILDING S'-JSTr=fnS INC:. REVISIONS CUSTOMER: ST. LUCIE COUNTY SHERIFF'S OFFICE JOB N0: DATE: 20-08-305 9 28 20 LOCATION: FORT PIERCE, FL DRAWING NAME: SCALE: RIGID FRAME CROSS SECTION NONE DRAWING NO: DRAWN BY: CHECKED BY: PAGE 2.3 1 MSS 3. 12 Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 ♦•`���� S• ��♦*moo; ��c E ro SF., •��,� 20 • No 54419 : p STATE O 2-10-21 EAVE RIDGE 11 11 24GA. STRAPPING �� 11 II �� 11 11 � 1 1 (2) FASTENER #12 SCREWS (GALVALUME) PURLIN BRACING DETAILS (SEE PAGE 2 FOR PURLIN BRACE LAYOUT) NOTE: BRACING AT EACH LOCATION CONSISTS OF (2) RUNS OF STRAPPING. 1� tj 11 i' jj 11 �1 II 1 1 Gregory S. Barfield, P.E. 11 2149 Nell Purvis Road l� 1620 License Adel, 11 .•` p,Y S. eq9 ,, E NSA. STEEL BUILDING SLJSTEMS INC. c ' ' • No sa�ts HAS EAVE @ SINGLE SLOPE C7p _ REVISIONS CUSTOMER: • ST. LUCIE COUNTY SHERIFF'S OFFICE. [1] JOB NO: DATE: �• ST TE O i 20-08-305 9 28 20 [s] LocAnoN: FORT PIERCE, FIL ��i�s.0 0 R %�'' C'!��•� [s] DRAwINGPURLIN BRACING DETAILS SCALE: �� O 10A A' 10%�•• [41 DRAWING NO: DRAWN BY: CHECKED BY: PAGE 2.4 1 MSS 2-10-21 SIBS SUPPLIES CABLES CUT TO THE NEAREST FOOT LONGER THAN THE REQUIRED LENGTH. FOLLOW THESE INSTRUCTIONS FOR CABLE INSTALLATION. [1] INSTALL ONE END OF THE CABLE FOLLOWING THE INSTRUCTIONS OF THE GRIP MANUFACTURER. [2] INSTALL THE EYEBOLT AND HILLSIDE AT THE OPPC CABLE END. [3] HOOK GRIP THROUGH EYEBOLT. [4] PULL CABLE TIGHT AND MARK LENGTH TO MATCH INSTALLATION MARK ON THE GRIP. [5] CUT CABLE TO LENGTH. CABI ;ABLE COLUMN OR RAFTER HILLSIDE HILLSIDE COLUMN OR RAFTER [6] INSTALL CUT END OF THE CABLE FOLLOWING THE It\ICTPII(TI()t\IC OF TI-IF (:RIP AAANIIFA(TIIRFP [7] TENSION CABLE AS REQUIRED. COLUMN OR RAFTER HILLSIDE CABI ABLE SBS STEEL BOLDING S'-JSTElX15 wc. REVISIONS I ST. LUCIE COUNTY SHERIFF'S OFFICE 20-08-305 LOCATION: FORT PIERCE, FL CABLE BRACING DETAILS PAGE 2.5 MSS 9/28/20 NONE HILLSIDE COLUMN OR RAFTER Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 ♦�♦��OPY Sr, ♦�.o.<SCErosc�':,��� (? : No 54419 : p ST FE O ' �'.0;i4/ONA11 E��♦♦♦ 2-10-21 120'-0" OUT —TO —OUT OF STEEL MAW wwom I � I I E — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — - L IH — — — — — — — — — — — — — I — — — — — — — — — — — — — — EC-3 RF1-4 RF2-1 RF3-1 EC-1 SIDEWALL FRAMING: FRAME LINE A 120'-0" OUT —TO —OUT OF STEEL 29'-0" T 27'-0" Y 32$-0" 32'-0" - I I I � � LI I — — — — — — — — — — — — — — — — — — — — — — — — — — — I HI — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — —L EC-1 RF3-1 RF2-1 RF1-1 EC-1 SIDEWALL FRAMING: FRAME LINE D BOLT TABLE FRAME LINE A & D LOCATION I QUAN TYPE DIA LENGTH WF-1 — RF2-1 1 6 A325 5 8 2 1 2 MEMBER TABLE FRAME LINE A & D MARK PART LENGTH WF-1 1314X14.7 10 —0 E-1 12ES12@3 39'-11 1/2;' E-2 12ES14®3 31-11 1/2; E-3 12ES 14@3 26'-1 1 1 /2 E-4 12ES 14@3 28'-1 1 1 /2" E-5 12ES 14@3 28'-1 1 1 /2" E-6 12ES12®3 39'-11 1 2" m Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 i�I 19'-0" 60'-0" OUT -TO -OUT OF STEEL 20'-0" 1 11 31 C EC-1 EC-2 EC-2 EC-3 19'-0" ENDWALL FRAMING: FRAME LINE 1 60'-0" OUT -TO -OUT OF STEEL 20'-0" 3 3C 3 C 3C EC-1 EC-4 EC-4 0 I 0 I 04 16'-0" N ENDWALL FRAMING: FRAME LINE 5 lime 3"'", 12 C EC-1 3 12 C R- I/ ER-2/ER-3 ER-4/ER-5 ER-5/ER-6 COLUMN/RAI 8 A325 3/4" 21 /2" 8 A325 5/8" 21 /2" 8 A325 5/8„ 2 1 /2„ 2 A325 5/8 G.\,- I EC-2 QA JJl, 1 V 8X7DC12 I V -J J/ U 15 -0 3/8 EC-3 8X35C14 10'-3 3/8„ EC-4 8X7DC12 15'-0 3/8" ER-1 B8X 18.6 31 '-0 13 16" ER-2 B8X 18.6 29'-8 1 16" ER-3 B8X 18.6 9'-7 15 16" ER-4 8X7DC12 1'-4 3/ 4" ER-5 8X7DC12 29'-8 1/16" ER-6 8X7DC12 31'-0 1yl6" DJ-1 8X40C12 16'-5 96" DH-1 8X25C 16 16'-0" G-1 8x25Z 12 20'-7 1 /2" G-2 8x25Z16 1'-11 1/2" (`_--� Rv')�',71C, 1W-11 1 /7" STEEL BUILDING S'-JST1='MS 1Nc. REVISIONS CUSTOMER: ST. LUCIE COUNTY SHERIFF'S OFFICE JOB N0: DATE: 20-08-305 9 28 20 LOCATION: FORT PIERCE, FL DRAWING NAME: SCALE: ENDWALL FRAMING LAYOUT NONE DRAWING NO: DRAWN BY: CHECKED BY: PAGE 4 1 MSS Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 ♦• S• a 9• 0 No 54419 0 ST ATE 0 2-10-21 DETAIL A6 DETAIL A7 DETAIL B4 DETAIL C11 1 -O > ,> 9 -0 RAFTER PURLIN PURLIN COLUMN Fo ®-1 * I I Fo 01 I I [DOUBLE CEE] I I 10 ®+— (2) M.50.5 I I 10 ®+—(2) M.50.5 * 10 01 GIRT I I RAFTER k RAKE ANGLE RAFTER RAKE ANGLE —� (2)H.63x2.5 �k I I L — �-1 W/(2)FAST#12 W/(2)FAST#12 SCREWS COLUMN I I (CEE OR DBL CEE) (2) M.5x1.5 SCREWS I I - J *UNLESS NOTED ON DRAWING 4. PURLIN TO ENDWALL RAFTER PURLIN TO ENDWALL RAFTER COLUMN / RAFTER CONNECTION ENDWALL GIRT TO COLUMN DETAIL E4 DETAIL E5 DETAIL E8 DETAIL F8 I I RAFTER I I [DOUBLE CEE] BASE PLATE I 0 z BASE PLATE I w I I I o I I (4) 3/4" DIA. O ®O I I (4) 3/4" DIA. O 0JAMB ,k COLUMN i 0 i [DOUBLE CEE] ®O ®O I COLUMN 0 0 I 1 [SINGLE CEE] 1 1 (2) 5/8" DIA. I I EDGE OF SLAB GIRT DEPTH EDGE OF SLAB EDGE OF SLAB GIRT DEPTH �c SEE PAGE 4 FOR SIZE AND (IF BYPASS) I I (IF BYPASS)1 I QUANTITY OF BOLTS. ENDWALL COLUMN BASE DETAIL FRAMED OPENING JAMB BASE DETAIL ENDWALL COLUMN BASE DETAIL RAFTER DETAIL AT SPLICE Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 DETAIL F9 DETAIL F11 DETAIL F12 DETAIL G2 LAP RAFTER PURLIN (6)M.5x1.5 �k [BUILT-UP] RAFTER RAFTER [DOUBLE CEE] RE 3 [BUILT-UP] I I 1 I I 1 ® la ®1 RAFTER [MAINFRAME] (2)M.5x1.5 �k SEE PAGE 4 FOR SIZE AND QUANTITY OF BOLTS. * SEE PAGE 4 FOR SIZE AND k SEE PAGE 4 FOR SIZE AND FLANGE QUANTITY OF BOLTS. QUANTITY OF BOLTS. BRACE (IF REQ'D) * UNLESS NOTED ON PAGE 2. RAFTER DETAIL AT SPLICE RAFTER DETAIL AT RIDGE RAFTER DETAIL AT RIDGE PURLIN TO MAINFRAME RAFTER DETAIL H9 DETAIL I7 DETAIL I8 DETAIL J2 (2) M.5x1.5 �k (2)H.63x2.5 EAVE STRUT (TYP) I I EAVE STRUT (2) M.5x1.5 �k EAVE STRUT (2) M.5x1.5 WIND COLUMN I I I I m m RAFTER RAFTER COLUMN [DOUBLE CEE] [BUILT-UP] �k UNLESS NOTED ON PAGE 2. [MAINFRAME] All A/BOLTS COLUMN [MAINFRAME] �k UNLESS NOTED ON PAGE 2. *UNLESS NOTED ON PAGE 2. i WIND COLUMN DETAIL EAVE STRUT CONNECTION AT ENDWALL EAVE STRUT CONNECTION AT ENDWALL EAVE STRUT CONNECTION AT MAINFRAME Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 DETAIL (MD DETAIL @ DETAIL 8 JAMB HEADER/SILL CABLE FRAMED OPENING HEADER/SILL TO JAMB I CABLE INSTALLATION DETAIL NOTE: ULUMN OR 4FTER HILLSIDE THE PROPER TIGHTENING AND INSPECTION OF ALL FASTENERS IS THE RESPONSIBILTY OF THE ERECTOR. ALL HEAVY STRUCTURAL (A325, A490) BOLTS AND NUTS MUST BE TIGHTENED TO A SNUG —TIGHTENED CONDITION AS SHOWN BELOW. A325 AND A490 BOLTS ARE DESIGNATED BY "SBS" WITH A "H". (ex: H.63x2.0 OR H.75x2.75) SNUG —TIGHTENED CONDITION: ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG —TIGHTENED JOINTS, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004." PRETENSIONING METHODS, INCLUDING TURN —OF —NUT AND CALIBRATED WRENCH, ARE NOT REQUIRED UNLESS NOTED OTHERWISE. THE SNUG —TIGHTENED CONDITION IS DEFINED AS "THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRON— WORKER USING AN ORDINARY SPUD WRENCH TO BRING THE PLIES INTO FIRM CONTACT." FIRM CONTACT IS FURTHER DEFINED AS "THE CONDITION WHEN THE PLANES OF CONTACT BETWEEN TWO PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT." NAI' (24" BASE ANGLE CMU WALL BASE ANGLE DETAIL PURLIN i r 2'-0" ® �® o­I ® I I I I I I I ® to 01 ® 1 Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 * STANDARD SPACING. MAY BE 3'-0" OR 4'-0" AS RAFTER OR COLUMN DEPTH INCREASES. N C47 FLANGE SEE FRAME CROSS -SECTIONS ® ® BRACE FOR FLANGE BRACE LOCATIONS AND LENGTHS. RAFTER/COLUMN FLANGE BRACE INSTALLATION DETAILS C*311]190C4�IAN\[Hli� I I I M N7 I I I I I I 4' I 0 0 0 N N N II I I I I I I *NOTE: AREA REQUIRING ADDITIONAL STANDING SEAM CLIPS. 120'-0"OUT-TO-OUT OF STEEL * Do 00 I M I2 n 00 I 00rq 0 M ROOF SHEETING PLAN ROOF PANELS: 24 GA. 16" SUPER-LOK - ROOF COLOR SOFFIT PANELS: 26 GA. U - SOFFIT COLOR U i (GUTTER W/ 2 DOWNSPOUTS.) NOTE: SEE STANDING SEAM ERECTION MANUAL SUPPLIED BY SIBS AND LOCATED IN THE ERECTION PACKAGE FOR STANDING SEAM INSTALLATION DETAILS. DO NOT USE ANY OTHER ERECTION MANUAL. IF ERECTION MANUAL IS NOT FOUND IN ERECTION PACKAGE, CALL SIBS FOR A REPLACEMENT. FL# 1 1819.4 1 RID FLSH 20'-3 2 RID FLSH 8'-6" 3 GUTEND L 4 CORBOX L 7 SL GUT 20'-6" 8 SL GUT 20'-9" 9 BLCK TRM 20'-3" 10 BLCK TRIM 13'-0" D # 11 12 13 GUTEND R CORBOX R SL RAKE 8'-3" o �k 14 PEAK BOX �k �k 15 SL RAKE 20'-3" 16 SL RAKE 11'-0" 17 SL RAKE 19'-3" 0 18 2x2 I/S 20'-3" w 19 2x2 I/S 11'-0" o 20 2x2 I/S 19'-3" I 21 3x3 0/S 20'-3" 0 22 3x3 0/S 1 1'-0" I 23 3x3 0 S 19'-3" 0 �k �k �k 24 3x3 I S 8'-0" 25 CEE TRIM 8'-3" o * * FOR 12" PURLINS. I * * * @ PITCH. CD # FOR 12" PURLINS _1 * W/ BLOCK LEG. 0 0 J W iN I I i0 I 0 O a© SAS STEEL BUILDING S'—JSTE/X15 lNc:. REVISIONS CUSTOMER: ST. LUCIE COUNTY SHERIFF'S OFFICE 20-08-305 1 9 28 20 [21 LOCATION: FORT PIERCE, FL ROOF PANELS & TRIM PAGE 6 MSS NONE Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 E IV i O : No 54419 •�O ST ATE 0 2-10-21 1/4-14 x 7/8 LONG -LIFE LAPTEK W/WASHER [FASTENER #4](2 PER STRAP) 1/4-14 x 7/8 LONG -LIFE LAPTEK W/WASHER [FASTENER #4] @ 12" O.C. GUTTER 2 3/4„ BLOCK TRIM CMU WALL GUTTER STRAP [FL-246] @ EVERY OTHER RIB 1/4-14 x 1 1/4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1E] (4 PER PANEL) URETHANE SEALANT TRI-BEAD TAPE SEALER [HW-504] EAVE STRUT SUPERLOK PANEL EAVE END OF PANEL CI Ill rlll nI/ r)A AlrI URETHANE SEALANT ECONTACT ALANT MUST COME WITH TAPE SEALER WEATHERTIGHT SEAL Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 2 3/4n 1/4-14 x 7/8 LONG —LIFE LAPTEK W/WASHER [FASTENER #4](2 PER STRAP) 1/4-14 x 7/8 LONG —LIFE LAPTEK W/WASHER [FASTENER #4] @ 12" O.C. GUTTER CEE TRIM GUTTER STRAP [FL-246] @ EVERY OTHER RIB 1/4-14 x 1 1/4 LONG —LIFE SELF —DRILLER W/WASHER [FASTENER #1E] (4 PER PANEL) URETHANE SEALANT 1/8 x 3/16 POP RIVET [FASTENER #14] @ 5'-0" O.C. TRI— BEAD TAPE SEALER [HW-504] 1/4-14 x 7/8 LAPTEK W/WASHER (24" O.C.) SUPERLOK PANEL SOFFIT PANEL EAVE END OF PANEL CI Inrnl nl/ nAAlrl �P� URETHANE SEALANT ECONTACT ALANT MUST COME WITH TAPE SEALER WEATHERTIGHT SEAL Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 �A Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 10.1111111UI M171"TI 1 1 /4" TRI-BEAD TAPE SEALER [HW-504] RAKE TRIM RAKE ANGLE - 2" x 4" x 14 GA. 1/4-14 x 1 1 /4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1 E] @ 24" O.C. 1/4-14 x 1 1 /4 TEK 2 SELF -DRILLER [FASTENER #1 B] @ 24" O.C. (CENTER IN SLOT) LOW RAKE SUPPORT ANGLE [HW-7712] 10-16 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER #12] (2) PER PURLIN 10-16 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER #12] (2) PER PURLIN 14 x 1 1 /4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1 E] (24" O.C.) 1/4-14 x 7/8 LAPTEK W/WASHER (24" O.C.) 3x3 O/S TRIM E.111».7[17:a'7.1�1� LOW FIXED CLIP [HW-236] 1/4-14 x 1 1 /4 SELF -DRILLER W/O WASHER [FASTENER #1 B] (2) PER CLIP SOFFIT PANEL 11L1w1 Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License W 54419 BUILDING DIM. TRI-BEAD TAPE SEALER [HW-504] RAKE TRIM 1 /4-14 x 1 1 /4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1 E] @ 24" O.C. 1 /4-14 x 1 1 /4 TEK 2 SELF -DRILLER [FASTENER #1 B] @ 24" O.C. (CENTER IN SLOT) LOW RAKE SUPPORT ANGLE [HW-7712] \11"--10-16 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER #12] (2) PER PURLIN (SIDE -BY -SIDE) RAKE ANGLE 2" x 4" x 14 GA. 1/4-14 x 7/8 LONG -LIFE LAPTEK' W/WASHER [FASTENER #4] @ 12" O.C. WALL PANEL 11L'11111ID LOW FIXED CLIP [HW-236] NOTE: FIELD FORM PANEL TO FIT FINAL DIMENSION. 00 1 /4-14 x 1 1 /4 SELF -DRILLER W/O WASHER [FASTENER #1B] (2) PER CLIP SUPERLOK PANEL FIELD CUT AND FOLD UP 2" Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License W 54419 BUILDING DIM. 1/4-14 x 1 1 /4 LONG -LIFE SELF -DRILLER W/WASHER 1 1 /4" [FASTENER # 1 E] @ 24" O.C. TRI-BEAD TAPE SEALER [HW-504] RAKE TRIM W/ BLOCK LEG RAKE ANGLE -< 2" x 4" x 14 GA. 14 x 1 1 /4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER #1 E] (24" O.C.) CMU WALL 1/4-14 x 1 1 /4 TEK 2 SELF -DRILLER [FASTENER #1 B] @ 24" O.C. (CENTER IN SLOT) LOW RAKE SUPPORT ANGLE [HW-7712] 10-16 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER #12] (2) PER PURLIN 10-16 x 1 PANCAKE HEAD SELF -DRILLER [FASTENER #12] (2) PER PURLIN SUPERLOK PANEL FIELD CUT AND FOLD UP 2" LOW FIXED CLIP [HW-236] 00 co 1/4-14 x 1 1 /4 SELF -DRILLER W/O WASHER [FASTENER #1 B] (2) PER CLIP PURLIN NOTE: FIELD FORM PANEL TO FIT FINAL DIMENSION. Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License W 54419 1 2 3 4 5 (GUTTER W/ 3 DOWNSPOUTS) 11 6 2 3 4 O5 8 9 ❑ I I ❑ ----T--------------------------------------------------------------------] 00 I I OPEN FOR OWNER'S BLOCK I I L------------------------------------------------------------------- j SIDEWALL SHEETING & TRIM: FRAME LINE A 5 4 3 2 1 (GUTTER W/ 4 DOWNSPOUTS) ❑I ❑ ------------------------------------------------------------------ I I I I OPEN FOR OWNER'S BLOCK I I L------------------------------------------------------------------- J SIDEWALL SHEETING & TRIM: FRAME LINE D E2 TRIM FRAME TABLE LINE A & D OID PART LENGTH 1 R JAMB 1 -7 2 SL GUT 20'-3" 3 SL GUT 7'-0" 4 BLCK TRM 20'-3" 5 BLCK TRM 7'-0" 6 GUTEND L 7 CORBOX L 8 GUTEND R 9 CORBOX R 10 SL GUT 8'-0" 11 CORBOX L * I/S CORNER BOX. Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 i r� BAS�ruE viTORM 2i — i 6 BASE TRIM2'-0-0" �k 7 SL RAKE 20'-3" 8 SL RAKE11'-0" * _ 10 JB/HDCAP 12'-3" _ �r i I i 11 JB/HDCAP 16'-3" _ i ' °D 00 � I i1 12 R HEAD 1 16'-3" i I o I "in tor, ^ o� I FOR 8" PURLINS. i N N In i i �0 * *SPECIAL. N (— — 1 2 O ' OPEN FOR OWNER'S BLOCK ------------------------------------------------J ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 GA. R — WALL COLOR FL# 1 1917.5 6 12 10 i1 ao ao 10 z i0 0 V =I I m ^ ^ co I I `v iO in 0 1 i N N M d O O M N — 2 6 2 6 I I I I I I I L_ OPEN FOR OWNER'S BLOCK I18� 01 OPEN FOR OWNER'S BLOCK I I I I I I -------------- J------------- 1------- ENDWALL SHEETING & TRIM: FRAME LINE 5 PANELS: 26 GA. R — WALL COLOR FL# 11917.5 r mS)- - STEEL BUILDING SL-JSTE/X1S 1Nc. REVISIONS CUSTOMER: ST. LUCIE COUNTY SHERIFF'S OFFICE JOB N0: DATE: 20-08-305 9 28 20 LOCATION: FORT PIERCE, FL DRAWING NAME: SCALE: ENDWALL PANELS & TRIM NONE DRAWING NO: DRAWN BY: CHECKED BY: PAGE 8 1 MSS Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 ••"Wil/ie/lll,��, ♦• S• a 9• P,•.....,; 9 �, No 54419 0 STATE 0 2-10-21 LO'� 1 1�2 „o NOTES: RAKE SUPPORT SCREW �" O.C.) SCREW kILS FOR LAYOUT) BASE SUPPORT _ND WITH DLOSURES [1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE GIRTS. #14 LAP SCREWS ARE USED AT THE PANEL -TO - PANEL ATTACHMENTS. ALL FASTENERS ARE SELF -DRILLING. T L V T V T 2" 2" #12 SCREW DETAIL AT PANEL END DETAIL AT HEADER/SILL DETAIL AT PARTIAL WALL _,--LAP SCREW SIDE LAP 12" 12" LAP SCREW #12 SCREW DETAIL AT INTERIOR OF PANEL SIDE LAP Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 TRIM NOTES: SS RIDGE FLASHING GUTTER END [1] SEAL TRIM SPLICES WITH TUBE CAULK. SS RAKE TRIM SS RAKE TRIM SS GUTTER �� SS GUTTER [2] SECURE GUTTER SPLICES AND END SS RAKE TRIM PLUGS WITH RIVETS. [3] SECURE ALL OTHER ROOF TRIM SPLICES WITH TRIM SCREWS UNLESS NOTED OTHERWISE. [4] TRIM SCREWS ARE LOCATED 12" ON CENTER UNLESS NOTED OTHERWISE. ' GUTTER NOTE: SEE PAGES 6.1 THRU 6.6 FOR CORNER END STANDING SEAM TRIM DETAILS. ss PEAK Box I/S CORNER BOX PEAK BOX DETAIL GUTTER END DETAIL I/S CORNER BOX BASE TRIM WALL PANEL PURLIN WALL PANEL BASE TRIM CORNER O/S CORNER TRIM #14 SCREW (12" ON CENTER) I/S CLOSURE �SOFFIT,.PANiL 1 1/2" BASE TRIMWALL PANEL2x2 I/S IM CMU WALL OWNER'S BLOCK BASE TRIM DETAIL BASE TRIM CORNER DETAIL O/S CORNER DETAIL SOFFIT DETAIL ROOF PANEL HEAD TRIM JB/HD CAP #12 SCREW CMU WALL WALL PANEL (IF REQ'D) (24" ON CENTER) #12"SCREW JB/HD CAP (SPECIAL) I/S CLOSURE WALL PANEL #(24"SCREW O C.) TRIM JAMB TRIM 0 ®PITCC H HEAD TRIM JB/HD CAP (IF REQ'D) SOFFIT PANEL WALL PANEL HEAD TRIM DETAIL AT HEADER HEAD TRIM DETAIL AT SILL JAMB TRIM DETAIL AT JAMB SOFFIT TRIM DETAIL AT RIDGE Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 /NG S DO NOT INSTALL GUTTER WITH INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR OUTSIDE FACE PERPENDICULAR TO THE GROUND. TO THE ROOF. GUTTER INSTALLAPON D ETA I Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419 101911121 'Y' THE BOTTOM OF THE GUTTER AND FOLD THE TABS INTO THE DOWNSPOUT. DOWNSPOUT INSTALL DOWNSPOUT STRAPS 5'-0" ON CENTER. DOWNSPOUT INSTALLATION DETAIL 1P OF THE DOWNSPOUT )OF PITCH. Gregory S. Barfield, P.E. 2149 Nell Purvis Road Adel, GA 31620 License # 54419