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HomeMy WebLinkAboutBuilding PlansREVISIONS THIS IS A LETTER OF CERTIFICATION FOR STEEL BUILDING SYSTEMS, INC.'S PROJECT #16-01-04-6-FOR SOUTH FLORIDA ALUMINUM PRODUCTS, TO BE LOCATED IN FORT PIERCE, FL. THIS LETTER CERTIFIES THAT STEEL BUILDING SYSTEMS, INC.'S BUILDING(S) MEETS THE INFORMATION IN THE DESIGN CRITERIA. THIS LETTER OF CERTIFICATION IS WRITTEN SPECIFICALLY FOR THE BUILDING(S) 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. WIDTH (ft) EAVE HEIGHT �ft) ROOF SLOPE Rise/12) BUILDING CODE DEAD LOAD (psf) COLLATERAL LLOAD (psf) ROOF LIVE LOAD (psf) LIVE LOAD REDUCTION = 60.0 = 143.125 = 18.0/ 18.0 = 1.0 = FBC 17 = 2.0 = 3.0 = 20.0 = , YES DESIGN CRITERIA GROUND SNOW LOAD sf) = 0.0 ROOF SNOW LOAD (s = 0.0 THERMAL COEFFICIENT Ct) = 1.0 IMPORTANCE - SNOW = 1.0 SNOW EXPOSURE (Ce) = 1.0 ULTIMATE WINDCult) (mph) = 161.0 NOMINAL WIND asd) (mph) = 125.0 RISK CATEGORY = II -NORMAL WIND EXPOSURE = B CLOSED/OPEN/PARTIAL = C INTERNAL GCpi = +0.1-8/-0.18 RISK CATEGORY = II -NORMAL SEISMIC SITE CLASS = D SEISMIC COEFFICIENT = 0.09 MAPPED RESPONSE = 0.0550 �Ss MAPPED RESPONSE = 0.0290 _S1 DESIGN CATEGORY (SDC = A IMPORTANCE - SEISMIC = 1.00 SITE COEFFICIENT Fa = 1.6000 SITE COEFFICIENT FV = 2.4000 DESIGN RESPONSE Sms = 0.0880 DESIGN RESPONSE Sm1 = 0.0696 DESIGN RESPONSE 0.0587 DESIGN RESPONSE �dsl = 0.0464 RES MOD FACTOR (Mom R = 3.0 APP PERIOD (MOMENT) Ta = 0.2983 RES MOD FACTOR (Brc) R = 3.0 APP PERIOD (Braced) To = 0.1838 TRANVERSE SYSTEM = MOMENT FRAMES LONGITUDINAL SYSTEM (ROOF) = BRACED FRAMES LONGITUDINAL SYSTEM (FSW) = BRACED FRAMES LONGITUDINAL SYSTEM (BSW) = BRACED FRAMES NOTE: THE SEISMIC ANALYSIS PROCEDURE USED ON THIS STRUCTURE IS THE EQUIVALENT LATERAL FORCE PRO- CEDURE. STRUCTURAL STEEL ASTM# (Plate) = A529; A572; A1011 PLATE YIELD (Fy) = 50.0 ksi COMPONENTS AND CLADDING COMP/CLAD PRIES SUCT ROOF SUCT ASTM# (Bar) = A-529; A-570; A-572 LOCATION (PSF) (PSF) (PSF) COLUMN 34.5 -38.1 PLATE YIELD (Fy) = 50.0 ksi LIGHT GUAGE STEEL GIRT/HEADER 34.5 -38.1 ASTM# (Cold -Form) = A1008; A1011 JAMB 34.5 -38.1 COLD -FORM YIELD (Fy) = 55.0 ksi ASTM# (Panel) = A792 WALL PANEL 42.6 -56.7 PANEL YIELD (Fy) = 80.0 ksi PURLIN 16.0 -42.6 ROOF PANEL 19.0 -46.6 e NOTE: ALL CONNECTION BOLTS ARE DESIGNATED LONG. BRACING 15.8 -11.4 -27.4 IN THESE DRAWINGt FOR A307 BOLTS OA RA 'EEITHER FOR A325 LONG. BRACING 24.1 -17.0 ct�e� BOLTS. (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 FOR OWNER'S USE - NOT FOR CONSTRUCTION. ENGINEERED BUT NOT DETAILED FOR MANUFACTURE. FOR APPROVAL - NOT FOR CONSTRUCTION. ENGINEERED BUT NOT DETAILED FOR MANUFACTURE. VFOR PERMITTING - NOT 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. S. Barfield, ACCREDITED Metal Building Systems AC 472 STRUCTURAL6 I,VMP 2.-�-2© Ill 02/02/2016 [21 02/04/2016 [3] 03/03/2016 [41 06/05/2019 I- U 0 O N J W 0 - 00 I co W U � Q (A W W W W I- LL O v� 0 O Q LL U_ I- I- OJ O o U) 11 Z0 _ o U s W d- xo I 3 m 0 0 ToN IT �j� M00 J MtY '"nn' O Q 0 o � U Z Z CD Q w LL J z w Q ® w ~ N J o ti W M ib W o o' a LL JOB NO : - 16-01-016 DATE 01 28 2016 er: _RSH ' NONE TrnE COVER PAGE 0149 Nell Purvis Road . Adel. GA 31620 NUMB COVER I ■ 0 DIA=5/8" 1 143'-0" OUT -TO -OUT OF CONCRETE 7 ISf DIA=3/4" D N n O 0 I o I � w o: U Z 0 U O n O O W I N 1 inO 0 0 I oto B N O I o o � N _ W A Gregory S. Barfield, P.E. 24'-8" 23'-6" 24'-4" 25'-0" 25'-0" 20'-6" z`2149 Nell Purvis Road 1 2 3 4 5 g L-Adel, GA��g31620 r STRUCTURAL STAMP ANCHOR BOLT PLAN NOTE: ALL BASE PLATES ® 100'-0" (UNLESS NOTED) 3E NOTE: SLOPE DOWN AREA IN FRONT OF ROLLUP DOOR 1" TO ALLOW WATER STEEL BUILDING S�STEiXNS INC. TO DRAIN FROM BASE OF DOOR. REVISIONS CUSTOMER: SOUTH FLORIDA ALUMINUM PRODUCT [7] JOB N0: DAM 02/04/16 16-01-016 1 28 16 0519 [2]06 LOcAmO" / / FORT PIERCE, FL [3] DPAWING NAME: SCALE: �� O ANCHOR BOLT LAYOUT NONE [41 DRAWWG NO: DRAWN BY. CHECKED BY: PAGE 1 GSA N C 24'-8" 23'-6" 24'-4" 25'-0" 25'-0" 20'-6" 0 DIA= 3/4" DIA= 3/4" DIA= 3/4" DIA= 5/8" 9�F 6 6,r 90 Z„ J J � Z rr J �---� „ 2 1/2 I --�-- n 3 I --�-- » 3 � � " 8�� k---�--� 8r. � � 4" � 1 1/2 1 1 2" / 1 1 /2 1 1 /2 1 1 /2 1 1 /2" � EW 2„ L_ - .—I SW SW EW/ 5W L2- SEE PLAN SEE PLAN SEE PLAN DETAIL A DETAIL B DETAIL. C DETAIL D 00 co DO F ML Gregory S. Se�'ield, P.L. ?149 Nell Purvis Road LAdel, GA 31320 a 19 STRUCTURAL STAMP top STEEL ®UILDING S'-JSTE/X1S iNc. REVISIONS CUSTOMER: — — SOUTH FLORIDA ALUMINUM PRODUCT Ill 06/05/19 JOB NO: 16 01 016 DAM 1 28 16 [21 LOCATION: FORT PIERCE, FL Z 131 DRAWING NAME SCAB `. /� — % 0 ANCHOR BOLT DETAILS NONE l (� [4] DRAWING NO: DRAWN Bf: CHECKED BY: PAGE 1.1 GSA FRAME LINES: 1 2 3 4 5 6 7 Q COLUMN LINE H H IV IV RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column-Reactions(k ) FRM 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 1 3.9 7.3 2 -4.0 -6.7 4 0.750 6.000 8.375 0.375 0.0 6 3.3 7.8 4 -2.5 -9.8 1 * A 3 4.0 -6.7 1 -3.9 7.3 4 0.750 6.000 8.375 0.375 0.0 6 -3.3 8.1 5 2.5 -10.6 1* FRAME LINES: 1 7 RIGID FRAME: 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 CITY DIN WIDTH LENGTH THICK (in) 2* D 1 8.1 13.7 2 -8.5 -13.4 4 0.750 6.000 8.313 0.375 0.0 4 -5.6 -16.0 2* A 3 8.5 -13.4 1 -8.1 13.7 4 0.750 6.000 8.313 0.375 0.0 1 -8.1 13.7 5 5.6 -16.8 2* FRAME LINES: 2 3 4 5 6 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Column -Reactions k FIRM COL LOAD HMAX V LOAD M N LINE LINE Id H VMAX Id H 1 C 7 1.2 0.1 8 -1.1 9 1.2 0.1 1 B 7 1.2 0.1 8 -1.1 9 1.2 0.1 V Bolt(IN) BASE-PLATE(IN) ELEV. VMIN QTY DIA WIDTH LENGTH THICK (in) 0.1 4 0.750 8.000 8.000 0.250 0.0 0.1 4 0.750 8.000 8.000 0.250 0.0 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: WI DTH ) LENGTH Qt) = 143.0 SAVE HEIGHT ft = 18.0( 18.0 ROOF SLOPE RSE/12) = 1.0� i.0 DEAD LOAD psf = COLLATERAL 0 psf = 3.0 ROOF LIVE LOAD �Ps = 20.0 FRAME LIVE LOAD = 12.0 WIND SPEED (mph) = 161.0 WIND CODE = FBC 17 (IBC 15) EXPOSURE = B CLOSED/OPEN/PARTIAL = C IMPORTANCE WIND = 1.00 IMPORTANCE SEISMIC = 1.00 SEISMIC ZONE = A SEISMIC COEFF (Fa*Ss) = 0.09 5. LOADING CONDITIONS ARE: 1 Dead+Collateral+Live 2 0.6Dead+0.6Wind-Left1 3 0.6Dead+0.6Wind-Right1 4 0.6Dead+0.6Wind-Long1L 5 0.6Dead+0.6Wind-Long2L 6 1.01 Dead+1.01 Col lateral+0.75Live+0.53Seismic-LongR 7 O.6Dead+0.6Wind-Right2+0.6Wind-Suction 8 0.6Dead+0.6Wind-Pressure+0.6Wind-Long2L 9 Dead+0.6Wind-Right2+0.6Wind-Suction (BUILDING BRACING REACTIONS f Reactions k Panel Shear -WALL- COL -WIND- -SEISMIC- (Ibjft) LOC LINE LINE HORZ VERT HORZ VERT WI D Seis Note L-EW 1 (h) 6.7 8.6 7.2 1.4 1.2 R_EW 7 (h) B-SW D 2,1 8.6 6.0 1.4 1.0 (h)Rigid frame at endwall ANCHOR BOLT SUMMARY QTY LOCATE (inn) TYPE P(inn) O 12 JAMB 5/8" F1554 1.50 08 ENDWALL 3/4" F1554 1.50 0 56 FRAME 3/4" F1554 2.50 Greg®ey.S, Barfield, R.E. 2149 Nell Purvis Read Adel, GA 31620 L�,� LP.E. # 54419 r 143'-1 1/2" OUT -TO -OUT OF STEEL PURUN 2'-11 3 4' 1'-11 3 4" 1'-11 314 LAPS: 2'-11 3/4" 1'-11 3/4' 1'-11 3/4" ROOF FRAMING PLAN 1 3 42'-11 3/4" IV-1 1 3/4' 2'-11 3/4" 8" CMU PARAPET r i i r - I P-2 OXLC7L I `t 8x25Z16 L / -L' 28'-5 1/2" P-3 8x25Z16 28'-3 1/2" P-4 8x25Z16 28'-11 1/2" P-5 8x25Z16 29'-11 P-6 8x25Z16 22'-9 Y2" 1 2" P-7 8x25Z14 27'-9" P-8 8x25Z16 28'-5 1/2" P-9 8x25Z16 29'-11 1 2" P-10 8x25Z 16 22'-9 1 /2" E-1 8ES 14@ 1 24'-9" E-2 8ES14®1 23'-5 1/2" E-3 8ES 14@ 1 24'-3 1/2" E-4 8ES14®1 24'-11 E-5 8ES14@1 19'-9 1j2" 1/2" E-6 8ES14@1 19'-9 1/2" E-7 8ES14@1 24'-3 1/2" E-8 8ES14@1 24'-9" CB-3 1 /4 CBL 30'-2 3/8" CB-4 1/4 CBL 25'-11 1/2" STEEL BUILDING SLJSTEf7 NS lNC. REVISIONS CUSTOMER: SOUTH FLORIDA ALUMINUM PRODUCT JOB NO: DATE: 03/03/16 16-01-016 1 28 16 LOCATION: 06/05/19 FORT PIERCE, FL DRAWING NAME: SCALE: ROOF FRAMING LAYOUT NONE DRAWING NO: DRAWN BY: CHECKED BY: PAGE 2 1 GSA Gregary S. Barr;eld, P.L ,2149 Nell Purvis Road r=::xAdel, GA 31620 . LP.F. # 5 4119; STRUCTURAL STAMP ens z4,Z� TABLE 7 K LENGTH 2'-9 15116 2'-8 1 16" 2'-6 5/16- 2'-4 133 16 �. �C Q1" i2' K. 1'-11 5/16" 1'-11 5/16" D/F CAP e 11jis" 8 11/16" RIGID FRAME ELEVATION: FRAME LINE 1 MEMBER MARK BDEPTH-8 PLATE 0 ID FLANGE INSIDE FLA GE ART/END C E G R 1-1 7.8 10.9 0.135 3-4 11 16 5 x 1/4- x 17-4 5 x 3 8 x 15-4 1/4- 1 0.9/22.0 0.135 11'-11" 5 x 1/4" x 2'-6 5/16* 22.0/22.0 0.188 2'-2 3116" RF1-2 22.0/17.7 0.135 11'-11 5 x 1/4" x 20'-0" 5 x 1/4" x 20'-0" 17.7/13.3 0.135 11'-11" 5 x 1/4" x 7'-5 3/4" 5 x 1/4" x 7'-6 3/4" 13.3/12.0 0.135 3'-9 5/8" RF1-3 22.0/22.0 0.188 2'-2 3�16• 5 x 1/4" x 2'-6 5/16" 5 x 3/8" x 15'-4 1/4" 22.0/10.9 0.135 11'-11 _ 5 x 1/4" x 17'-4" L160 11/16" 2'-0 11/16- 1i 11 5—L12 J 5�5 STEEL BUILDING SL-JSTE/XNS INC. RCUSTOMER: EVISIONS SOUTH FLORIDA ALUMINUM PRODUCT GENERAL NOTES: Gregory tsasle�,a rn JOB NO: DACE 9 06/05/19 16-01-016 1 28 16 CONSTRUCTION NOTES FOR THE RIGID FRAMES. �, 2149 Nell PUrvls Road [2] LOCATION: 1. ALL PRIMARY STRUCTURAL STEEL SHALL BE FABRICATED FROM 50 KSI STEEL Adel, GA 31620 FORT PIERCE, FL 2. ALL FIELD CONNECTIONS OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. L, WITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. �, t3] DRAWING NAME SCALE 3. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH RIGID FRAME CROSS SECTION NONE A307 MACHINE BOLTS. [4j DRAWING NO: DRAWN BY: CHECKED BY: 4. WELDING PROCESSES USED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. PAGE 2.1 GSA 1.3 OFAWS D 1.1. STRUCTURAL STAMP z-a -a o SPLICE BOLT TABLE CITY MARK TOP BOT INT TYPE DIA LENGTH SP-1 1 4 4 0 A325 5 8" 2 1/2- BASE PLATE TABLE COL PLATE SIZE MARK I WIDTH THICK LENGTH BP-1 6" 3/8" 8 5/16" FLANGE BRACE TABLE FRAME 2 6 ##LINE V ID S16ES MARK LENGTH 1 2 FBB 3'-3 11/16 2 FB7 2-11 5/B 2 FB4 2'-7 15/16 12'-4 2 F62 15 16 -1 9 Q1" D v K. 1'-11 5/16" 1'-11 5/16" ,. „/ir" I_— R— MARK c RF2-1 1 RF2-2 ' �D/F CAP 8 11f16 1 1/16" 30 1 KIIJIU I-KAML LLLVAIIUN: t KAML LINL L b ,.0 U.IOa G—`J a�IO 0 X 1�4 X I/-4 b X b/lb- X 14-8 11/16- .0 0.18E 11'-11 5 x 1/4" x 3'-2 3/B" .0 0.250 2'-10 3/16" .3 0.188 7'-0" 5 x 1/4" x 20'-0" 5 x 1/4" x 20'-0" .4 0.135 11'-11" 5 x 1/4" x 6'-9 7/16" 5 x 1/4" x 6'-11 7/16" n n 119 R'—I" V-0 11/16" 2'-0 11/16" 12 STEEL ®UILDING SL-JSTElXNS iNc. RCUSTOMER: EVISIONS SOUTH FLORIDA ALUMINUM PRODUCT GENERAL NOTES: Gregory S. Barfield, P.E. [71 555 No: DATE CONSTRUCTION NOTES FOR THE RIGID FRAMES. 2149 Nell Purvis Road [Z�06/05/19 LOCATION: 1 28 16 1. ALL PRIMARY STRUCTURAL STEEL SHALL BE FABRICATED FROM 50 KSI STEEL. Adel, GA 31621� FORT PIERCE, FL 2. ALL FIELD CONNECTIONS OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. WITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. IRA. # 54419, 131 DRAWING NAME SCALE: 3. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH I RIGID FRAME CROSS SECTION NONE A307 MACHINE BOLTS. [41 DRAWING NO: DRAWN BY: CHECKEO BY: 4. WELDING 1.3 PROCESSES A DESSES USED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. PAGE 2.2 GSA STRUCTURAL STAMP SPLICE BOLT TABLE QTY MARK TOP BOT INT TYPE SP-1 1 4 4 0 A325 FLANGE BRACE TABLE FRAME LINE 3 4 5 OID SI9ES MARK LENGTH 1 2 FB8 3'-3 11/16 2 FB7 2'-11 5/8 2 FB4 2'-7 15/16 2 FB2 2'-4 15 16 ,Q1" 12 GENERAL NOTES: CONSTRUCTION NOTES FOR THE RIGID FRAMES. 1. ALL PRIMARY STRUCTURAL STEEL SHALL BE FABRICATED FROM 50 KSI STEEL 2. ALL FIELD CONNECTIONS OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. WITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. 3. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH A307 MACHINE BOLTS. 4. WELDING PROCESSES USED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. 1.3 OF AWS D 1.1. MARK S RF2-1 1 3 RF2-2 3 D/F CAP 8 17/1b" 8 71/16 rmVly rISFUVIG L.LCV/1IIUI1J: rK/iML LIIVC. J `F D U.1 0 c —a �� io o x 1/4 x 1/--4- 6 x 5/15-' x 14.-9 11/16" 0.188 11'-11 5 x 1/4" x 3'-2 3/8" 0.188 7'-0" 5 x 1/4" x 20'-0" 5 x 1/4" x 20'-0" 0.135 11' — 11" 5 x 1/4" x 6 —9 7/16" 5 x 1/4" x 6'-11 7/16" STEEL ®UILDINS SLJSTE/T%S INC:. REVISIONS CUSTOMER: �± JOB NO SOUTH FLORIDA ALUMINUM PRODUCT Gregory S. Barfield, P.E. [1] DAZE 06/05/19 16-01-016 1 28 16 2149 Mall Purvis Road [21 LOCATION: LAdel, GA g3�[3] 1620 FORT PIERCE, FL .Ei "E• 8? aY� 9 DRAWING NAME SME: RIGID FRAME CROSS SECTION NONE [4] DRAWING N0: DRAWN BY: CHECKED BY: PAGE 2.3 1 GSA 1 12 STRUCTURAL STAMP FLANGE BRACE TABLE FRAME UNE 1 7 D ID SI ES MARK LENGTH 1 1 1 FB6 F85 2'-9 15 16 2'-8 1 1 FB3 1 16" 2'-6 5/16" 1 FB1 2'-4 133 16 1'-11 5/16� 1'-11 5/16 Are i_ — • D/F CAP 8 11/16" RIGID FRAME ELEVATION: FRAME LINE 7 MEMBER LE MARKWEB DEPTH B OUTSIDE —FLANGEINSIDE FLANGE RFl-10 7.8 0.9 0.135 3-4 1 16 5 x 1/4-- x 17 -4 5 x B x 15 -4 1 4 10.9722.0 0.135 11'-11 5 x 1/4" x 2'-6 5/16" 22.0/22.0 0.188 2'-2 3116" RF7-2 22.0/17.7 0.135 11'-11 5 x 1/4" x 20'-0" 5 x 1/4" x 20'-0" 17.7/13.3 0.135 11'-11" 5 x 1/4" x 7'-5 3/4" 5 x 1/4" x 7'-6 3/4" 13.3/12.0 0.135 3'-9 5/8"" RFt-30 22.0/22.0 0.188 2'-2 3Z16 5 x 1/4" x 2'-6 5/16" 5 x 3/8" x 15'-4 1/4" 22.0/10.9 0.135 11'-11 5 x 1/4" x 17'-4" —1" 2'-0 11/16" ,q �"i 1t a?SO 11/16" 1 2 12 STEEL BUILDING S'-JSTErAS iNc. REVISIONS Cusmmat GENERAL NOTES: [�] a0B NaSOUTH FLORIDA ALUMINUM PRODUCT Gregory S. Barheld, P.F-. 06/05/19 16-01-016 1 28 16 CONSTRUCTION NOTES FOR THE RIGID FRAMES. �2149 Nell Purvis Road [21 LOCA71ON: 1. ALL PRIMARY STRUCTURAL STEEL SHALL BE FABRICATED FROM 50 KSI STEEL p FORT PIERCE, FL 2. ALL FIELD CONNECTIONS OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. Adel, GA 31620 131 DRAWING NAME: SCALE: WITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD.'. 3. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH Q.P.E. # 54419t., RIGID FRAME CROSS SECTION NONE A307 MACHINE BOLTS. I [4j DRAWING NO: DRAWN BY: CHECKED BY. 4. EL IIN A PROCESSES DUSED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. PAGE 2.4 GSA r STRUCTURAL STAMP SBS 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 OPP( 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 :OLUMN OR 'AFTER [6] INSTALL CUT END OF THE CABLE FOLLOWING THE INSTRUCTIONS OF THE GRIP MANUFACTURER. [7] TENSION CABLE AS REQUIRED. COLUMN 0 RAFTE HILLSIDE CAB. %BLE �� � STEEL BUILDING S"JSTEMS iNc. REVISIONS CUSTOMER. SOUTH FLORIDA ALUMINUM PRODUCT [1] JOB N0: DATE: 16-01-016 1 29 16 [2] LOCATION: FORT PIERCE,FL [3] DRAWING NAME SCALE CABLE BRACING DETAILS NONE [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE 2.5 1 GSA HILLSIDE :OLUMN OR 'AFTER Gregory S. Barfield, P.E. ,2140 Nell Purvis Road Adel, GA 31620 STRUCTURAL STAMP GIRT LAPS: LO I io 0 m 1 143'-1 1/2" OUT -TO -OUT OF STEEL 2 3 4 5 6 24'-9 1/2" 23'-6" 24'-4" 25'-0. 25'-0" 20'-6" 1'-1 1/2" 1'_ " 2'-11 3 2'-11 3 . 2'-11 3 ' 2'-11 3/4' 2'-11 3/4' 2'-11 3/4' - J2 - E-3 - -5 I DH-1 D -2 G- G-3 G-5 G-6 G- 8 G- B G-9 — — cq — — — — — — — M N — — — — --?W1� — — — — — — — — — o 1@t CD-------- Q I ] L I 13 — — C --- -- -------- I I -------- ------- I I RF1-3 J�RI`2-1 10'-9 1 4" 12'-0" 8" CMU PARAPET L11 io - o I o I RF2-3 RF2-3 to 10'-0" 12'-10" SIDEWALL FRAMING: FRAME LINE A RF2-3 RF2-1 8" CMU PARAPET RF1-30 143'-1 1/2" OUT -TO -OUT OF STEEL 6 5 4 3 2 20'-6" 25'-0" 25'-0" 24'-4" 23'-6" 24'-9 1/2" '-0" 2'-11 " 2'-11 3 ' 2'-11 3 ' 2'-11 2'-11 3/4' 2'-11 3/4' 2'-11 3/4' 2-11 3/4' -6 Jz - -4 E- -2 E-8 I DH-1 I G_ G- G_ G- 2 G-13 - U4X14AN- o IJ —— — xqZ111-1 — — — — — — — -- -------- ------- . :t I I. � RFl-10 RF2-1 R172-3 RF2-3 SIDEWALL FRAMING: FRAME LINE D GIRT LAPS: in I in I RF2-3 RF2-1. RF1-1 c 0 I iV 12'-0" 10'-9" 0-1 DJ-2 OA,101, I L 8X40C14 I OF-9f 0/ 0 17'-4 5/8" DJ-3 8X35C14 17 —4 5/8 DJ-4 8X35C16 17-4 5/8" DJ-5 8X35C12 17'-4 5/8" DH-1 8X25C16 12'-0" DH-2 8X25C16 10'-0" E-1 BES1401 24'-9" E-2 8ES 14®1 23-5 1/2" E-3 8ES14®1 24'-3 1/2" E-4 8ES14®1 24'-11 2" E-5 8ES14®1 19'-9 1 2" E-6 SES14@1 19'-9 1/2" E-7 8ES14®1 24'-3 1/2" E-8 SES14®1 24'-9" G-3 8x25Z16 10'-4 3/4" G-5 8x25Z14 26'-3 3/4" G-6 8x25Z16 15'-5 1/2" G-7 8x25Z 16 30'-11 1 /2" G-9 8x25Z16 23'-5 1 2" G-1 1 8x25Z 16 10'-4 1 /2" G-12 8x25Z16 30'-3 1/2" G-13 8x25Z14 28'-2" G-14 8x25Z16 23'-5 1/2" G-18 8x25Z14 30 —11 1 2�� CB-1 5/16 CBL 25'-5 1 4" q5�SLS STEEL BUILDING SL-JSTEfXNS iNc. CUSTOMER: REVISIONS SOUTH FLORIDA ALUMINUM PRODUCT JOB N0: DATE 02 02/16 16-01-016 1 28 16 102/04/16 LocAnO FORT PIERCE, FL DRAWNO NAME SCALE 03/03/16 SIDEWALL FRAMING LAYOUT NONE DRAWING NO: DRAWN BY. CHECKED BY. 06/05/19 PAGE 3 1 GSA C-Tegory S. Barfield, P.E. ,-2149 Nell Purvis Road Q-Adel, GA 31620 R._ # 54419 STRUCTURAL STAMP GIRT 12 LAPS: ,Q1" 12 60'-0" OUT -TO -OUT OF STEEL 11 3/4' 11 3/4' 11 3/4' 11 3/4' Zx4x1411--r — — — — — I 2x4x14AN r � � 2 C1 G- G-2 2 _ G-1 G-16 — 16GA. HAT SECTION G-17 16GA. HAT SECTION _ 1 0I EC-1 EC1-2 ENDWALL FRAMING: FRAME LINE 1 60'-0" OUT -TO -OUT OF STEEL ENDWALL FRAMING: FRAME LINE 7 EC-1 8X40C12 17.-7 3/4" 1" EC-2 8X40C12 17'-7 3/4" 2 G-1 8x25Z16 20'-11 1/2 G-2 8x25Z16 21'-11 2 G-16 8x25Z16 9'-7 1 2" G-17 8x25Z16 9'-7 1 /2" h h —EXISTING CMU WALL 1 12 STEEL BUILDINS B'-JSTEfr%S uvc. REVISIONS CUSTOMER: SOUTH FLORIDA ALUMINUM PRODUCT JOB NO: DAM,03/03/16 16-01-016 1 28 16 LOCATION: 06/05/19 FORT PIERCE, FL DRAWING NAME SCALE ENDWALL FRAMING LAYOUT NONE DRAWING NO: DRAWN BY: CHECKED BY. PAGE 4 1 GSA Gregory S. Baefleid, P.L ;,2149 dell Purvis Road L.Adel, GA 31620 STRUCTURAL STAMP DETAIL A10 DETAIL A11 DETAIL B19 DETAIL C10 1'-1 1 2" 4" ro ®� RAKE ANGLE �o O� RAKE CHANNEL RAFTER GIRT(S) COLUMN [SINGLE CEE] W/(2)#12x1 1/4" I I W/(4)#12x1 1/4" SCREWS I I SCREWS 10 ®-p-- (2) M.5x1.5 * 10 (2) M.5x1.5 �k -- to ®I Qo o (2) H.63x2.5 �k I I L °J PURLIN PURLIN _ RAFTER RAFTER COLUMN (�k) M.5x1.5 *UNLESS NOTED ON PAGE 2, �c UNLESS NOTED ON PAGE 2. �c (4) M.5x1.5 — IF (2) GIRTS / NO LAP. �k UNLESS NOTED ON PAGE 4. * (6) M.5x1.5 — IF (2) GIRTS /WITH LAP. PURLIN TO ENDWALL RAFTER PURLIN TO ENDWALL RAFTER MAINFRAME RAFTER /COLUMN CONNECTION ENDWALL GIRT TO COLUMN DETAIL D27 DETAIL E5 DETAIL E8 DETAIL G2 LAP - EW GIRT c� I PURLIN (6)M.5x1.5 �c z I � ®I a BASE PLATE I o I I ® F— ol ® I I I �— (2) TYP 1.5 _J ( ) I I I I I I ® 10 ®I ® - JAMB o ®o (4) 3/4" DIA. O ®O I I RAFTER COLUMN [MAINFRAME] (2) 5/8" DIA. O O - I [SINGLE MCEE] ® ® I I (2)#12x1 1/4" I [MAINFRAME] (2)M.5x1.5 SCREWS EDGE OF SLAB I EDGE OF SLAB GIRT DEPTH (IF BYPASS)I ® CORNER ljNGLE NOTE: BOLT LOOSE BASE PLATE TO ANCHOR BRACE �IF REQ D) BOLTS. FIELD WELD JAMB TO BASE I (IF REQ'D) PLATE �k UNLESS NOTED ON PAGE 2. GIRT CONNECTIONS AT EXPANDABLE ENDWALL FRAMED OPENING JAMB BASE DETAIL ENDWALL COLUMN BASE DETAIL PURLIN TO MAINFRAME RAFTER STRUCTURAL STAMP STEEL BUILDINS S`JSTElXNS INC. REVISIONS CUSTOMER: SOUTH FLORIDA ALUMINUM PRODUCT [�] roe No: DATE 03/03/16 16-01-016 1 28 16 /' 4L �rey�,ry J. �aalteE�, P.dE. [z] LOCATION: 2149 Neil Purvis Road FORT PIERCE, FL Adel, �A 3162® [3] DRAWING NAME SCALE: / L }- 2 ��A3A1 FRAMING DETAILS NONE (/ V �,�. d' N�3 [4] DRAWING NO: DRAWN BY: CHECKED BY: PAGE 5 GSA DETAIL H2 DETAIL J2 DETAIL K3 DETAIL @ M.5x1.5 �c ® FLANGE BRACE (IF REQ'D) EAVE STRUT L6(2) (2)M.5x1.5 GIRT JAMB GIRT EAVE STRUT (2) H.5x1.25 COLUMN [IF REQ'D] [MAINFRAME] I® ® I ® 10 ®I ® 1 I UNLESS NOTED ON PAGE 2. I ® _ 0j ® 1BE I .J JAMB COLUMN [MAINFRAME] (2) M.5x1.5 L (2) M.5x1.5 J L GIRT (6)M.5x1.5 LAP GIRT TO MAINFRAME COLUMN EAVE STRUT CONNECTION AT MAINFRAME GIRTS TO JAMB FRAMED OPENING JAMB TO EAVE STRUT DETAIL M2 DETAIL Q2 DETAIL T2 OSHA REQUIREMENT NOTE: THE FIRST GIRT AT A LAPPED CONDITION MUST NAIL ANCHOR BE SECURE TO THE CLIP WITH 1 �M.5x1.25 COLUMN FIN NECK 0 T W1 NUT (24" ON CENTER) BEFORE INSTALLING JAMB CABLE THE SECOND GIRT AND STAN— DARD CONNECTION BOLTS. COLUMN OR RAFTER BASE ANGLE GRIP i o o ® HEADER/SILL i of (2) M.5x1.5 HILLSIDE EYE —BOLT CMU WALL 1 L (1)M.5x1.25 FIN NECK * Directive Number: CPL 2-1.34 * Title: Inspection policy and procedures for OSHA's steel erection standards for construction * Standard Number: 1926 * Information Date: 03/22/2002 FRAMED OPENING HEADER/SILL TO JAMB CABLE INSTALLATION DETAIL BASE ANGLE DETAIL LAPPED GIRTS TO COLUMN Gre90ry S. Barfield, P.F-. 2149 Hell Purvis Road. Adel, GA 31620 PURLIN 2'-0" >K STANDARD SPACING. MAY BE 3'-0" OR 4'-0" AS RAFTER OR COLUMN DEPTH INCREASES. ® F® of ® I o I I I 1 ® to ®1 FLANGE SEE FRAME CROSS -SECTIONS BRACE FOR FLANGE BRACE LOCATIONS ® ® AND LENGTHS. RAFTER/COLUMN FLANGE BRACE INSTALLATION DETAILS DETAIL X1 (2) M.5x1.5 GC-1 EW GIRT ANCHORS r- CMU WALL ENDWALL GIRTS TO EXISTING CMU WALL DETAIL 9 CMU WA HAT SECTION MASONARY FASTENE (12" D.C.) (BY OTHERS) HAT SECTIONS TO EXISTING CMU WALL NOTE: 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." Gregory S. Barfield, P.E. 2149 Nell Purvis Road -Adel, GA 31620 LO.Ea # M419, w 0 0 Of 143'-1 1/2" OUT —TO —OUT OF STEEL —1 I _8" CMU PARAPET I I I � I I I I I I I M I I I I I I I I � I I I I I I I I I I I I I I o I I M I I I I I I I ROOF SHEETING PLAN PANELS: 26 GA. R — GALVALUME JFL# 1 1868.1 STEEL BUILDING S'-JSTEI)C\S lNr-. REVISIONS CUSTOMER: SOUTH FLORIDA ALUMINUM PRODUCT ,toe Na DATE; 03 03 16 16-01-016 1 28 16 LOCAnON: 06/05/19 FORT PIERCE, FL DRAWING NAME SCALE: ROOF PANELS & TRIM NONE DRAWING NO: DRAWN BY: CHECKED BY: PAGE 6 GSA Gregory S. 5ai-field, P.E. Nell Purvis Road Adel, GA 31020 k. LAE # 54419, STRUCTURAL STAMP 4/1-;,/ -¢ za (SEE DETAILS FO PANEL END 1 INSIDE CLOSU J_ NOTES: " A9� F Ty�c� [1] ALL END LAPS MUST BE A MINIMUM OF 6". [2] METAL SHAVINGS MUST BE SWEPT FROM THE ROOF EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [3] TAPE SEAL MUST BE APPLIED WITH NO GAPS OR BREAKS. [4] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE PURLINS. #14 LAP SCREWS ARE USED AT THE PANEL —TO — PANEL ATTACHMENTS. ALL FASTENERS ARE SELF —DRILLING. .rr -It .» _r L U `t O •} 2" 2. #12 SCREW DETAIL AT PANEL END LAP SCREW CONTINUOUS TAPE SEAL SIDE LAP 1219 12" LAP SCREW - CONTINUOUS i- TAPE SEAL #12 SCREW DETAIL AT INTERIOR OF PANEL SIDE LAP Gregory S. Barneld, P.I-. i,3149 Neil Purvis Road I Adel GA 31620 I I I I I I I (GUTTER W/ 5 DOWNSPOUTS) e O t I [ 0 I t 0 I e o I b I io ,, I en I io ! 0 I i 0 I • 0 I e 0 I [ 0 I e 0 1 i 0 I e 0 1 ! o 1 p I I i� To , p i ■ 0 I ■ 0 1 ! o I c a I ! o I [ 0 I a 0 I ! 0 I [ 0 1 • 0 I a 0 I • 0 I • 0 1 ! 0 I • 0 1 • 0 I ! 0 I ! 0 I • 0 I • 0 1 • 0 1 t 0 I [ 0 I ! 0 I • 0 I t 0 I ! 0 1 I 1 g o b b �l0 0 0 0 0 0 0 0 0 I o 0 0 0 0 0 0 0 0 C, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I O B Im QI oI Io OPEN FOR OWNER'S BLOCK II L-- -L--** -j — — — — — — — — — — L **—i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - u ** BY OTHERS, SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 GA. R - WALL COLOR IFL# 1191 I I I I I I I (GUTTER W/ 5 DOWNSPOUTS) a, n❑� o, I _ o IO • O O O a O a O a O a O a• O O O O O O O O O O O O e O e O e O e O ! O O O • O O e O O e O e O e O O e O ■ O O O O I TM I TM I iM e O e O c O I II 6 OPEN FOR OWNER'S BLOCK I� LL— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SIDEWALL SHEETING & TRIM: FRAME LINE D I** BY OTHERS. PANELS: 26 GA. R - WALL COLOR IFL# 11917.4 I 3 D/iJG I ICIVI O/S CORN LU —J 10'-0" 4 R JAMB 10'-3" 6 BASE TRM 10'-10" 7 BASE TRM 7'-3" 8 BASE TRM 3'-4" 9 GUTTER 20'-3" 10 GUTTER 3'-2" 11 GUTEND L 12 CORBOX L 13 GUTEND R 14 CORBOX R �k 15 JB/HDCAP 14'-3" 16 R JAMB 6'-3" 17 JB/HDCAP 12'-3" 18 R HEAD 12'-3" 19 JB/HDCAP 10'-3" 20 R HEAD 10'-3" 22 BASE TRM 20'-4" 24 PANL CAP 20'-3" 25 PANL CAP 3'-2" 26 BASE TRM 1'-0" top STEEL BUILDING SL:JSTE=fXNS iNc. REVISIONS CUSTOMER: SOUTH FLORIDA ALUMINUM PRODUCT JOB N0: DATE: 02 02 16 16-01-016 1 28 16 LOCATION: 02 04 16 FORT PIERCE, FL DRAWING NAME SCALE: 03/03/16 SIDEWALL PANELS & TRIM NONE DRAWING NO: DRAWN BY. CHECKED BY: 06/05/19 PAGE 7 1 GSA * SPECIAL. I-Ife9u i S. Ba0field, P.E. ?149 Nell Purvis RODd ��e0o GA 31620 _1R, STRUCTURAL STAMP LAP SC (20" 0 #12 SC (SEE DETAILS FO BASE SUPPORT PANEL E INSIDE Cl NOTES: [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. SLAB 1/2" s E�ow She . !J ,-, n , u .-. u _r 2fJ 2fJ L U "P 211 21) U `t 2!l 211 ,,—LAP SCREW — #12 SCREW SIDE LAP DETAIL AT PANEL END DETAIL AT HEADER/SILL DETAIL AT PARTIAL WALL 12" 1210 LAP SCREW #12 SCREW SIDE LAP DETAIL AT INTERIOR OF PANEL Gregory S. Barfield, P.E. � 2149 Nell. Purvis Road ,-Adel, GA 31620 P.E. # s4419 12 a 0 j� I o b T 0 EXISTING CMU WALL ------------------------------ ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 GA. R - WALL COLOR Q IFL# 11917.4 Q I I T I I I I O I I I a I I OPEN FOR OWNERS' BLOCK I I I I I I I I I I I I I ----------------------------------------------j ENDWALL SHEETING & TRIM: FRAME LINE 7 I 2 V J VVRIV D IP TRM I V —V 20'-3" 1� 3 RAKE TRM 20'-3" 12 4 RAKE TRM 10'-2" 5 PEAK BOX 6 R JAMB 10'-3" 7 R TRAN 20'-3" 8 R TRAN 10'-6" STEEL BUILDING SL=1STE/XNS INC:. REVISIONS CUSTOMER: SOUTH FLORIDA ALUMINUM PRODUCT [7] JOB NO) 0: DAM*03/03/16 16-01-016 1 28 16 [21 LOCAnON: 06/05/19 FORT PIERCE, FL [31 DRAWING NAME SCALE. ENDWALL PANELS & TRIM NONE [41 DRAWING NO: DRAWN BY: CHECKED BY: PAGE 8 1 GSA Gregory S. Bar�ald, I `.t� �,9149 Nell Purvis Road . Adel, GA 31620 Q. 19 STRUCTURAL STAMP SLAB ,, 6E ow 1 1�2 RAKE SUPPORT SCREW )" O.C.) SCREW AILS FOR LAYOUT) BASE SUPPORT _ND WITH ;LOSURES NOTES: [11 METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY DURING ERECTION TO PREVENT SURFACE RUSTING. [21 #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 U _r O `I �,-- LAP SCREW — #12 SCREW SIDE LAP DETAIL AT PANEL END DETAIL AT HEADER/SILL DETAIL AT PARTIAL WALL 12" 12" LAP SCREW #12 SCREW SIDE LAP DETAIL AT INTERIOR OF PANEL (Gregory S. Bef'ueld, P.E. �2149 Nell Purvis Road Adel, GA 31620 L oE. # 54419 TRIM NOTES: R TRANSITION ROLL CAULK [1] SEAL TRIM SPLICES WITH TUBE CAULK. ROOF PANEL #14 SCREW (12 O.C.) RAKE TRIM SO C.) #(12"14 F/7 [2] SECURE GUTTER SPLICES AND END ROLL CAULK PLUGS WITH RIVETS. BY OTHERS (12" O.C.) [3] SECURE ALL OTHER ROOF TRIM RAKE TRIM ROOF PANEL SPLICES WITH TRIM SCREWS UNLESS NOTED OTHERWISE. [4] TRIM SCREWS ARE LOCATED 12" ON CENTER UNLESS NOTED OTHERWISE. (12" O.C.) #14 SCREWlog �\\ �� WALL PANEL PEAK BOX OWNER'S CONSTRUCTION NOTE. COUNTER -FLASHING BY OWNER. RAKE TRIM DETAIL PEAK BOX DETAIL R TRANSITION DETAIL ROOF PANEL I/S CLOSURE #14 SD SCREW RAKE TRIM (12" ON CENTER) GUTTER WALL PANEL WALL PANEL PANEL CAP GUTTER 1/S CLOSURE 1/2" I/$ CLOSURE �* WALL PANEL i BASE TRIM �1 DRIP TRIM gU77ER CMU WALL EXISTING CMU WALL CORNER END BOX NOTE. INSTALL GUTTER STRAPS 3'0" ON CENTER. GUTTER DETAIL GUTTER END DETAIL BASE TRIM DETAIL DRIP TRIM DETAIL WALL PANEL O/S CORNER TRIM HEAD TRIM JB/HD CAP #12 SCREW WALL PANEL (24" ON CENTER) #14 SCREW #12"SCREW (12" ON CENTER) (24 O.C.) JB/HD CAP #12 SCREW I/S CLOSURE EW #(24"SO (SPECIAL) (12" ON CENTER) WALL PANEL WALL PANEL JAMB TRIM HEAD TRIM JB/HD CAP WALL PANEL O/S CORNER DETAIL HEAD TRIM DETAIL AT HEADER HEAD TRIM DETAIL AT SILL JAMB TRIM DETAIL AT JAMB Gregory S. Barfield, P. L 2149 Nell Purvis Road - Adel, GA 31620 C.• DO NOT INSTALL GUTTER WITH INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR OUTSIDE FACE PERPENDICULAR TO THE GROUND. TO THE ROOF. GUTTER INSTALLATION DETAIL Y Gregory S. Barfield, P.t. 2149 Nell Purvis Road AdeP, GA 31620 ?E.# 54419, EVAIMI 'Y' THE BOTTOM OF THE GUTTER AND FOLD THE TABS INTO THE DOWNSPOUT. DOWNSPOUT INSTALL DOWNSPOUT STRAPS 5'-0" ON CENTER. M DOWNSPOUT INSTALLATION DETAIL a P OF THE DOWNSPOUT )OF PITCH. Gregory S. Barfield, P.E. 2149 Nell Purvis Road _ Adel, GA 31620 9 4 4 T L— — — — — — — — — — — — — — — — — — — — — — — — — — J ENDWALL INSULATION: FRAME LINE 1 INSULATION: 4.00" THICK RE T T N N O v v I a a 0 o INSULATION TABLE FRAME LINE 1 A D ROLL OUAN MARK WIDTH LENGTH 1 2 WI-1 6'-0" 5'-0" 2 46 WI-2 6'-0" 11'-0" " 2 4 4 WI-4 6'-0" 13'-0" 5 2 WI-5 6'-0" 14'-0" LEGEND: 5'-0" (1 LENGTH [ROLL #) I I I v v v v v v v v v v v v v v v v v v v v i v 0 0 a 0 ¢ 0 o I$o � o-i ¢ o 10 10 10 10 10 10 10 10 10 0 0 0 10 L———— — -----I---- L— — — — — — — — — — — I I ----I----J-------------------------------------� SIDEWALL INSULATION: FRAME LINE A INSULATION: 4.00" THICK RE -------------------------- SIDEWALL INSULATION FRAME LINE D INSULATION: 4.00" THICK RE I I � ------------------------� Gregory S. Barfield, P.E. �?149 NIeli Purvis Road LAdel, GA 31620 LAE. # 54419 STRUCTURAL STAMP STEEL EBUILDING SYSTEMS INC:. RCUSTOMER: REVISIONS SOUTH FLORIDA ALUMINUM PRODUCT aDB Na DAB 06/05/19 16-01-016 1 28 16 LOCAMON: I � / FORT PIERCE, FL DRAWING NAME SCE; INSULATION LAYOUT NONE DRAWING NO: DRAWN BY: CHECKED BY: PAGE 10.1 GSA r�nnr ne�iri GUTTER WALL SULATION ION EAVE D ETAI L NOTE: FOLD ROOF INSULATION BACK 3" TO 6". WALL PANEL BASE TRIM BASE D ETAI L NOTE: FOLD INSULATION BACK 3" TO 6". CAUTION: FAILURE TO FOLD FACING OF INSULATION BACK FROM THE PANEL EDGE AT THE BASE AND EAVE COULD RESULT IN PANEL DAMAGE AND WILL VOID THE PANEL WARRANTY. ROOF PANEL INSULATION' INSULATION WALL PAP' r' INSUL RAKE DETAIL CORNER DETAIL RAKE TRIM WALL PANEL O/S CORNER TRIM WALL PANEL ROOF PANEL ROOF PANEL SKYLIGHT PANEL SKYLIGHT TRIM SKYLIGHT TRIM INSULATION INSULATION [1] INSTALL SKYLIGHT TRIM ONTO PURLINS. PURLIN [2] INSTALL INSULATION OVER SKYLIGHT TRIM. [3] INSTALL ROOF PANEL AND SKYLIGHT PANEL OVER INSULATION. [4] CUT OUT INSULATION FLUSH TO SKYLIGHT TRIM WITH A RAZOR KNIFE. SKYLIGHT TRIM DETAIL Gregory S. Barfield, P.E. 2149 Nell Purvis Road _ Adel, GA 31620 �PoE. # 54419,