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85 W 2nd St COMM23-0047 thsbs_1RISK CATEGORY SEISMIC SITE CLASS SEISMIC COEFFICIENT MAPPED RESPONSE MAPPED RESPONSE DESIGN CATEGORY ~('. IMP(1RTdNr:F - CFI I DESIGN RESPONSE (Smt) DESIGN RESPONSE Sds DESIGN RESPONSE Sdt RES MOD FACTOR Mom R APP PERIOD 4 MOM NT) a RES MOD FAC OR (Brc R APP PERIOD (Braced) a TRANVERSE SYSTEM LONGITUDINAL SYSTEM (ROOF) LONGITUDINAL SYSTEM (FSW) LONGITUDINAL SYSTEM (BSW) = II-NORMAL = D = 0.17 = 0.1072 = 0.0552 = g = 1.00 = 1.6000 = 2.4000 = 0.1712 = 0.7320 = 0.1141 = 0.0880 = 3.0 = 0.3407 = 3.0 = 0.2082 = MOMENT FRAMES = BRACED FRAMES = BRACED FRAMES = BRACED FRAMES NOTE: THE SEISMIC ANALYSIS PROCEDURE USED ON THIS STRUCTURE IS THE EQUIVALENT LATERAL FORCE PRO-CEDURE. STRUCTURAL STEEL ASTM# (Plate) PLATE YIELD (Fy) ASTM# (Bar) PLATE YIELD (Fy) LIGHT GUAGE STEEL ASTM# (Cold-Form) COLD-FORM YIELD (Fy) ASTM# (Pagel) PANEL YIELD (Fy) = A529; A572; A1011 = 50.0 ksi COMPONENTS AND CLADDING COMP/CLAD PRES SUCT ROOF SUCT LOCATION (PSF) (PSF) (PSF) = A-529; A-570; A-572 COLUMN 20.1 -22.2 = 50.0 ksi GIRT/HEADER 20.1 -22.2 = A1008; A1011 JAMB 20.1 -22.2 kst WALL PANEL 24.9 -33.2 = A792 = 80.0 ksi PURLIN 16.0 -21.4 WIDTH (ft LENGTH ft) EAVE HEIGHT ft~ ROOF SLOPE Rlse/12) BUILDING CODE DEAD LOAD (Lpsf) COLLATERAL LOAD (psf) ROOF LIVE LOAD (psf) LIVE LOAD REDUCTION = 35.0 = 50.0 = 22.0/22.0 = 1.0 = FBC 20 = 2.1 = 1.0 = 20.0 = YES 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 REVISIONS THIS IS A LETTER OF CERTIFICATION FOR STEEL BUILDING SYSTEMS, INC.'S PROJECT #23-03-084 FOR HAROLD ROOKS, TO BE LOCATED IN ATLANTIC BEACH, 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 GOES 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 ULTIMATE WIND ult) mph) = 129.0 NOMINAL WIND ~asd) mph) = 100.0 RISK CATEGORY = II-NORMAL WIND EXPOSURE = B CLOSED/OPEN/PARTIAL = C INTERNAL GCpi = +0.18/-0.18 NOTE: ALL CONNECTION BOLTS ARE DESIGNATED IN THESE DRAWINGS AS EITHER A "M' FOR A307 BOLTS OR A "H" FOR A325 BOLTS. 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 ANO 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. 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. ONG. BARACING ( 100 ( -~7.3 I -17.5 LONG. BRACING I 15.5 ~ -10.9 (EDGE ZONE) J tL M c+~ _ ~ N (~ W M Q Y ~ ~ m ~ U ~ ~ Ú ~ ~ z Q ~ N W m ~ ~ U Q _ Z ~ Z O 0o H Q Ó ¢ ~ ~ 0 LL ~ Ú à N a N v ~v x o ' m 0 ~ ON 'n n/~ U~ ~ ~ ~ CJ N y, ~am ~ ~ W ~ N ~ ~ ~ (/J J >à~ W N ~ ~ n o ~ N M ~ ~ m N N ~ o ~ ~ _ a LL ACCREDITED Metal Building Systems ac aTs TRUCTURAL STAMP COVER GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:26:29 -04'00' By Toni Gindlesperger at 4:37 pm, Aug 24, 2023 Reviewed for code compliance CEP BU1699 08/25/2023 6:10:53 AM ~ 4(1'—(~~ (11R_T,1_(NR !1C Iq~\Il~OLTC 0 O Dwms/a' O \ .I !1 B" 8' 0 ANCHOR BOLT DIMENSIONS FRAME UN DIMENSIONS i 2 ^A o ee e D Aao ~^ 00 ~ ~ jF C oe eo N ~ `I 0 0 -i ~ ~_ ~ ~ iF ^ ~(- \ ~ ~ —~~ o e 2 3v~ iH I Z ~(2" e D eA ^ Ae — 4'— ANCHOR BOLT PLAN NOTE: ALL BASE PLATES ® 100'-0" (UNLESS NOTED) ~k NOTE: SLOPE DOWN AREA IN FRONT OF ROLIUP DAR i' TO ALLOW WATER TO DRAIN FROM BASE OF DOOR. 8" 0 ~~~ STRUCTURAL STAMP STEEL BI~DNVG cJ`JSTElX15 ir~c. REVISIONS ~~ únon~ n Dnnvc 7 ATLANTIC BEACH, FL 3 DRnIN1ND µWE; ~; ANCHOR BOLT LAYOUT NONE 4 DRnWNIG ND: DPAWN BY: CHECKED BY: per 1 AAC GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:26:12 -04'00'Reviewed for code compliance CEP BU1699 08/25/2023 6:10:54 AM DIA~ 3/4' DIA@ 3/4" RO,. ~TF ~ ~ 9~ _ _I_ _ O~O r ~ a' O ~ O 0 ~ 0 I 3' 3' ~ I O __I— _ L — J 2 1/2' 1 7/2 1 i/2' 8" I I I~ ' 1 ~ ~ ~1 I 1 1/2" I 1/2" ~ SEE PLAN DEiAIL A DEfAiI D DIA= 3/4' DIAa 3/4" ~~` g0 90 ~~ I I ~ r -~ I r -~ ~ ( 3. O ~ O i O O i O 3. L— J 2 7/Z. ~ L _ J 2 7/2. EW 7 i/2 7 i/2 1 7/2' SEE PLAN SEE PLAN DEfAIL B DEfAiL C SB5 ST~L BU~C S~-JST~/X15 wc. REVISIONS ~ HAROLD ROOKS STRUCTURAL STAMP FL NONE oecc ~ ~ I uc GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:25:59 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:54 AM STRUCTURAL STAMP 5. LOADING CONDffLONS ARE: t 2 3 4 5 6 7 8 9 70 11 12 13 to 1s ;6 78 19 20 ~ ~ _ ~ ~~ ~1 I. ~ i 4 T POLUMN LINE RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, k BASE PLATES Readi~onOs(kMIN FRM COL LOAD HM Xolumv V BoN(IN) BASE.PLATE(INl E UNE LINE Id H VMAX Id H VMIN ON DIA WIDTH LENGTH THICK (in 2 I 3 3.6 5.0 5 -5.1 -4.6 4 0.750 6.000 8.375 0.500 0.0 1 2.0 8.9 7 2.0 -9.1 2 A 6 5.1 -4.8 2 -3.6 5.0 4 0.750 6.000 8.375 0.500 0.0 t -2.0 8.9 4 4.1 -7.8 OTES FOR REACTIONS t. ALL LOADING CONDITIONS ARE EXAMINED AND ONLY MAXIMUM/MINIMUM H OR V AND THE CORRESPONDING H or V ARE REPORTED. 2. POSffNE REAC710NS ARE AS SHOWN IN THE SKETCH. PoUNDAnON LOADS ARE IN OPPOSf(E DIRECnONS. 3. BRACING REACTIONS ARE in THE PLANE OF THE BRACE WTTH THE H POINTING AWAY FROM THE BRACED BAY. THE VERnCAI REACnON IS DOWNWARD. 4. BUILDING REACTONS ARE BASED ON THE FOLLOWING BUILDING DATA: E~ANV~H(EI HH ) )TT ((ft)) = 2 00 22.0 ROOF SL~PE (RISE/12) ~ 1.0/71.0 DEAD LOAD pa 2 COLLATERAL ROOF LNE LOAD psf = 1.0 FRAME LIVE LOAD psf I2.Ó WIND SPEED (mph) = 129.0 FW.I(POSÚO ÉE a 9 C 20 (IBC 18) CIASED OPEN~PARTIAL = C IMPORT CE WIND = 7.00 IMPORTANCE SEISMIC = 7.00 SEISMIC Zone = B SEISMIC COEFF (Foss) = 0.77 JDWAII COLUMN: MAXIMUM REAcnoNs, ANCHOR BOLTS, k BASE PLATES ColumnJteactions k FRM COL LOAD HMAX V LOAD MIN V Bolt(IN) BASE_PtATE(INl ELEV. UNE LINE id H VMAX Id H VMIN QTY DIA WIDTH LENGTH THICK (rn) i I 8 0.3 0.1 9 -0.3 0.1 4 0.750 8.000 8.000 0.250 0.0 70 0.3 0.3 1 0.0 -0.4 i H it t.i -1.6 72 -0.9 -1.9 2 0.750 4.000 8.000 0.250 0.0 1 0.0 3.4 i F 17 t.i -70.7 9 -1.0 -70.6 2 0.750 4.000 8.000 0.250 O.0 73 i.i 9.4 t E 14 7.7 -10.8 12 -7.0 8.8 2 0.750 4.000 6.000 0.250 0.0 75 i.t 9.4 14 i.t -10.6 t B 16 1.1 -1.9 9 -0.9 -1.8 2 0.750 4.000 8.000 0.250 0.0 7 0.0 3.4 16 1.1 -1.9 1 A 7 7 0.3 0.7 t 2 -0.3 0.7 4 0.750 8.000 8.000 0.250 0.0 78 0.3 0.3 i 0.0 -0.4 3 A i 6 0.3 -0.1 9 -0.3 0.0 4 0.750 8.000 8.000 0.250 0.0 15 0.3 0.2 16 0.3 -0.7 3 C 74 0.9 -1.5 72 -0.6 -7.4 2 0.750 4.000 6.000 0.250 0.0 7 0.0 2.8 74 0.9 -7.5 3 D 11 7.5 -t.6 12 -7.3 -1.4 2 0.750 4.000 8.000 0.250 0.0 t O.0 3.1 77 1.5 -7.6 3 0 79 1.5 -1.9 9 -1.3 -7.9 4 0.750 8.000 8.000 0.250 0.0 1 OA 3.6 78 1.5 -1.9 3 I 79 0.8 3.0 9 -5.3 -4.6 4 0.750 8.000 8.000 0.250 0.0 20 0.6 3.9 ANCHOR BOLT SUMMARY DIA PROJ. OTY LOCATE (in) TYPE (in) O 32 ENOWALL 3/4" (1554 7.50 O 8 FRAME 3/4" F7554 2.50 BUILDING t Reodiona k Pana Shear L- COL -WINO- - EI MIC- /lhL%ft) 7NE LINE HORZ VERT HORZ VERT WI D Seis t F,E 2.9 17.2 0.5 3.0 A Torsional Bracing Uaed 3 116 20 1 3,2 7.6 6.2 7.4 1.2 REVISIONS ~ HAROLD ROOKS 4/1 NONE oer_r- ~ ~ ~AC GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:25:43 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:54 AM ~~• G / ► . L\ OF STEEL r-I P-2 IU1(GOLfO tOx25Z16 L/ -i 1 I 27'-11 t E-1 t0ES14®t 24'-11 1 E-2 t0ES14®1 24'-11 1 R—F 7/d CRI 9R'-7 F/ PURLIN LAP ~~~ STRUCTURAL STAMP SiTEEL ~L~VG SySTElX15 INC. REVISIONS ~ ~ HAROLD ROOKS 23-03-084 BEACH. Fl LAYOUT Doer o i uc GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:25:28 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:54 AM ~: :~ .... SPLICE BOLT TABLE MARK on TOP BOT IHt TYPE OIA LENGTH SP-1 4 4 0 A325 5 8 2 1 2' BASE PLATE TABLE COl MARK PLATE SIZE WIDTH THICK LENGTH BP-i 6' 1 2" 8 3 8' FLANGE BRACE TABLE ~~ i2 V ID FRAME gy LINE 2 SIDFS MARK LENGTH 1 2 3 2 FB3 2 F82 7 FBi 2'-6 71/16 2'-4 13/18" 2'-4" MARK I t RF1-2 18.%iB.Ó 16.0/ 9.4 Ó.188 0.735 14_8106' 14'-§ /6" 5 z i%4~ x 2'-Ó ~%B6' 5 z t/4 z 15'-5 x x t - i 5 x 1/4' x 15'-5 11/i6' ~ i~ t'-7" ~L,,..jj L~ iJ'-Z, • GALVAWME 8 13%70' '6'13/76" ±11,. 6 4 0 4'-1 11 i6' 4 0 4'_7 i i6' <- :-~ 0 _~ ~ ~ ~ _ V .._._ D/® 1 72 RIGID FRAME ELEVATION: FRAME LINE 2 ~~~ STEEL BIJILDINC SySÍE%X1S iNc. REVISIONS ~ T HAROLD ROOKS 8 7 23 23-03-084 4 19 23 (z) LOGgIlmY. ATLANTIC BEACH, FL 3 DRAVINlG NWE S~ayE RIGID FRAME CROSS SECTION NONE 4 ORAM9NG tb: DPAWN fiY: gIECKm Bh DACC 7 t uc STRUCTURAL STAMP GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:25:13 -04'00'Reviewed for code compliance CEP BU1699 08/25/2023 6:10:54 AM COLUMN OR RAFTER HILLSIDE C~ ~ - • 0 HILLSIDE ~? ®~ STEEL ~D~IG S~-JSTE/X15 iNc. REVISIONS aunoua~. HAROLD ROOKS P STRUCTURAL STAMP ~ oer_c ~ o uc SBS SUPPLIES CABLES CUT TO THE NEAREST FOOT LONGER THAN THE REQUIRED LENGTH. FOLLOW THESE INSTRUCTIONS FOR CABLE INSTALLATION. [t] 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. CA81 HILLSIDE :OLUMN OR ;AFTER HILLSIDE ;OLUMN OR 'AFTER [6] INSTALL CUT END OF THE CABLE FOLLOWING THE INSTRUCTIONS OF THE GRIP MANUFACTURER. [7] TENSION CABLE AS REQUIRED. ~ GLEN S ASHLE Y Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:24:59 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:54 AM L-1 E-2 IVLJIYYYI 10ES14®1 GY -II I~G" 24 —11 1/2 G-8 8x25Zt4 26'—it t/2" G-9 8x25Zt4 26'-11 1 2' CB»3 5/16 CBl 31~-7 3 8~ EC-7 RF1-1 GIRT P—tt 3/~ LAPS t'-tt s/a• SIDEWALL FRAMING: FRAME LINE A EC-4 MELD LOCATE (3) 3070 DOORS) PER OWNER'S IOCATION(S). EC-8 RF7-1 GIRT r-tt 3iT LAPS P-tt a/a• SIDEWALL FRAMING: FRAME LINE I EC-1 ~~~~ ~ ~ - i •:; ~ STRUCTURAL STAMP REVISIONS ~ HAROLD ROOKS FL 4/1 NONE oer_r z 1AC GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:24:43 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:54 AM G n EC-2 8X35C14 20'-6 5~8" EC-3 8X35C12 21'-6 5/8" EC-4 8X25C16 20'-3 15/16" ~ EC-5 8X35C14 20'-6 11/16" EC-6 8X35C12 21'-4 11/16 EC-7 8X25C12 21'-t 15/16" EC-8 8X25C14 t~_0• ER-1 8X25C16 20'-3 1~16" 17'-7 1 8" ER-2 8X25C16 17'-7 1/8" ER-3 8X25C16 17'-7 1/8p t~ ER-4 8X25C16 1T -7 1/8 t2 DH-1 8X25C16 12'-D" DH-2 SX25C16 10'-0" ~ G-1 8x25Z16 2'-3 1/2" G-2 8x25Z16 I G-3 8x25Z16 17'-11~2" 2'-11 1 2" G-4 8x25Z16 2'-4 1 2" I G-5 8x25Z16 9'-11 1/2~ I G-6 8x25Z16 9'-10 G-7 Sx25Z16 ~2 9'-7 1 2" ( CB-1 5/16 CBL 12'-8 1/2" 1'-0` 1'-0" 1 ~, Qt" i2 ENDWALL FRAMING: FRAME LINE 3 H 35'-0" OUT—TO—OUT OF STEEL F E n '-8" 12'-0" 3'-8" 72'-0" '-8" © ER-i 1 ~ ER_ 2 t'-o" ,G(t" ENDWALL FRAMING: FRAME LINE 1 35'—O" OUT—TO—OUT OF STEEL '-9" 70'-0" 10'-3" 70'-0" ER,-3 ® ~ ~6.1 ER-4 G!_Kf~: 5~S STEEL BUIL~NG S~JSTE/7115 1nic. REVISIONS ~~~HAROLD ROOKS ,ae xo: w~ 8 7 23 23-03-084 4 19 23 ~~: ATLANTIC BEACH, FL ottnwn~c w~: sr.~r. ENDWALL FRAMING LAYOUT NONE onanNc rm: onnwN er. cHcacm a;: once n uc STRUCTURAL STAMP GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:24:29 -04'00'Reviewed for code compliance CEP BU1699 08/25/2023 6:10:54 AM DETAIL A5 DETAIL B4 DETAIL C4 DETAIL C13 4" GIRT DEPTH PURLIN RAFTER (IF BYPASS) COLUMN [SINGLE CEE] COLUMN EW GIRT ~o O RAKE ANGLE EW GIRT EW GIRT [SINGLE CEE] I I W/(2)#12x1 1 /4" I ( SCREWS O I I I I _ — J RAFTER (2)H.63x2.5 ~k I L _ _ _J COLUMN I (2) M.5x7.5 (CEE OR DBL CEE) I (2) M.5x1.5 (2) M.Sx1.5 _ J ~k UNLESS NOTED ON PAGE 2. * UNLESS NOTED ON DRAWING 4. PURLIN TO ENDWALL RAFTER COLUMN /RAFTER CONNECTION ENDWALL GIRTS TO INTERIOR COLUMN ENDWALL GIRT STOPPING AT COLUMN DETAIL D4 DETAIL E8 DETAIL F10 DETAIL G2 LAP PURLIN (6)M.5x1.5 ~k r ~ EW GIRT I I I I 10 I (2) M.5x1.5 BASE PLATE I [SINGLE CEE] I (T~,P} i O i o f O I COLUMN I I I I [SINGLE CEE] ® I O t o O I O I ~~ — ~~ COLUMN ® I [SINGLE CEE] I I RAFTER I [MAINFRAME] (2)M.5x1.5 CORNER ANGLE (IF REO'D) GIRT DEPTH I EDGE OF SLAB (IF BYPASS)) ~k SEE PAGE 4 FOR SIZE AND O SW GIRT (2)#12x1 1/4" I QUANTITY OF BOLTS. BR~ANCÉE (IF REO'D) SCREWS *UNLESS NOTED ON PAGE 2. GIRTS TO CORNER COLUMN ENDWALL COLUMN BASE DETAIL RAFTER DETAIL AT RIDGE PURLIN TO MAINFRAME RAFTER Si~S STRUCTURAL STAMP STEEL BUILDING S~-JSTElX15 inc. REVISIONS ~ HAROLD ROOKS FL NONE oer_G G I ~~c GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:24:15 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM DETAIL H2 DETAIL I6 DETAIL J2 DETAIL M2 ', (2) M.5xt.5 ~k O FLANGE j BRACE (IF REQ'D) EAVE STRUT — (2)M.5x1.5 SAVE STRUT (2) M.5xt.5 COLUMN JAMB [MAINFRAME) RAFTER O HEADER/SILL O t o O I O I I I ( [SINGLE CEE] *UNLESS NOTED ON PAGE 2. I I i O L — of O ( (2) M.5xt.5 COLUMN [MAINFRAME] GIRT (6)M.5xt.5 *UNLESS NOTED ON PAGE 2. LAP EAVE STRUT CONNECTION AT ENDWALL EAVE STRUT CONNECTION AT MAINFRAME FRAMED OPENING HEADER/SILL TO JAMB GIRT TO MAINFRAME COLUMN DETAIL Q2 DETAIL T1 OSHA REQUIREMENT NOTE: THE FIRST GIRT AT A LAPPED CONDITION MUST BE SECURE TO THE NAIL ANCHOR CLIP WITH t M.5x/1.25 COLUMN 81EFÓRÉ ÍNSTALLING THÉT CABLE (24" ON CENTER) SECOND GIRT AND STAN—DARD CONNECTION BOLTS. COLUMN OR RAFTER ~ i GRIP BASE ANGLE i o o ~ i i i ~ ar •1 1 t i al HILLSIDE EDGE OF SLAB EYE—BOLT c• 1st GIRT (1)M.5x1.25 FIN NECK k Directive Number: CPL 2-1.34 • Tïtle: Inspection policy and procedures for OSHA's steel erection standards for construction Standard Number: 1926 ~ Information Dote: 03/22/2002 LAPPED GIRTS TO COLUMN CABLE INSTALLATION DETAIL BASE ANGLE DETAIL C'~=J1—~ ` ~ ~' ~k REVISIONS ~ HAROLD ROOKS BEACH. FL LS oerc ~ ~ i uc STRUCTURAL STAMP GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:24:00 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM Id9:7~1t<I ~k STANDARD SPACING. MAY BE 3'-0" OR 4'-0" AS RAFTER OR COLUMN DEPTH INCREASES. 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 ASNUG—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. 0 L l o o l o I I lo ol o C7 RAFTER/COLUMN FLANGE SEE FRAME CROSS—SECTIONS C BRACE FOR FLANGE BRACE LOCATIONS AND LENGTHS. FLANGE BRACE INSTALLATION DETAILS 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." S "~ STRUCTURAL STAMP STEEL BUILD~IG 5~-JSTE/X15 u~c. REVISIONS ~ HAROLD ROOKS FL NONE oer_c F o I ue GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:23:46 -04'00'Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM AD0~ ~A~~T|N(~ PUUV F~N[L3 2O Q~ R _ 8AU~LU~[ / | RE}/~~K}NS |--~--` | / / HAR8LD ROOKS / ATLANTC BEACH~ FL ~~TR|~ PAG[ 6 | k~S GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:23:31 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM #12 SCREW `— SIDE LAP -r 2.~ 2~. ~ t 2., 2.. V Y 2" 2» ~~ #12 SCREW DETAIL AT PANEL END 12" 12" LAP SCREW ~~ CONTINUOUS ~~ TAPE SEAL /— LAP SCREW /— CONTINUOUS \` a/~~a TAPE SEAL T~ ~í'~ ~ SIDE— LAP (SEE DETAILS F~ PANEL END WI' INSIDE CLOSURE ~2a X .O 9~F ! ~ic~~~ss DETAIL AT INTERIOR OF PANEL NOTES: [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. ~~~ STEEL BU~DIN .r7 SySÍE%À~~J' IN~. REVISIONS 7 STRUCTURAL STAMP ROOF PANEL DETAILS I NONE PAGE 6. t I MS GLEN S ASHLE Y Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:23:15 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM ~ (GUfTER W/ 2 DOWNSPOtttS) ~ ~ a s a a t ~ ~ ( ( ~ ~o ó ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ó ~ t ~ R y ~ t (((l ~ yV IN I ( ~ y N N t ~ y N (~ t yy N ~~y ("7 ~~y N (N ~ y N N ( t y N ( ~ y N ( ~ y N ~~y N N ( ~ y N N {N t y N I 1 1 I I I 1 1 1 1 i 2 FL#22211 SIDEWALL SHEETING & TRIM: FRAME LINE A FL#22211 PANELS: 26 GA R — WALL COLOR FL#11917.5 I I I (GUt'fER W/ 2 DOWNSPOI7I5) ~ a s a a t ~ ~ ~ ~ ~ r•o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ó ~ ~ ò jt ~ ~ t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ IN I ~ y ~ N N N ~ y ~ N N N N N ry N ~ ~ t N N t y ~ N N N ~ y ~ N N N I I I I 1 i O © 2 BASE TRM 10'-0" 3 0/S CORN 20'-3" 4 0/S CORN 2'-0" 5 Gll11TTER 20'-3" 6 GUTTER 10'-0" ~ GUTEND L 8 CORBOX L 9 GUTEND R 10 CORBOX R 11 R JAMB 7'-5" ~~ a usen -t'_~~~ SIDEWALL SHEETING & TRIM: FRAME LINE i PANELS: 2fi GA. R — WALL COLOR FL#11917.5 FL#22211 s•n ~ 1— ~ ~ ! •' j REVISIONS — HAROLD ROOKS ma tro w~ 8 7 23 23-03-084 4 19 23 (a1 tucATaw: ATLANTIC BEACH, FL [s ortuvWc eauee sc~: SIDEWALL PANELS & TRIM NONE 4 URAMRM. N0: oaAWWit 6Y: CNECKm Bh PAr,F ~ nnc STRUCTURAL STAMP GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:23:00 -04'00'Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM SIDE LAP #12 SCREW T ~ 2.. U Y 2" 2" O Y #12 SCREW DETAIL AT PANEL END DETAIL AT HEADER/SILL DETAIL AT PARTIAL WALL 12" 12" LAP SCREW DETAIL AT INTERIOR OF PANEL SLAB LAP SC (20" 0 12 SC (SEE DET ILS FO BASE SUPPORT PANEL E INSIDE CI /— LAP SCREW SIDE LAP NOTES: 1/2, @F~Ow ~JC ~S [1] METAL SHAVINGS MUST BE SWEPT FROM THE WALL EACH DAY S~@ DURING ERECTION TO PREVENT SURFACE RUSTING. STEEL ovll_L.JING S`JSTElX15 INc. [2] #12 SCREWS ARE USED TO ATTACH THE PANEL TO THE REVISIONS "~~E"` HAROLD ROOKS GIRTS. #14 lAP SCREWS ARE USED AT THE PANEL—TO— , ,aeNo are: PANEL ATTACHMENTS. ALL FASTENERS ARE SELF—DRILLING. ._ 8 7 23 23-03-084 4 19 23 STRUCTURAL STAMP SIDEWALL per_F ~ , e~c GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:22:42 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM i ~1„I I 5 I 1 1~~ o g o ,2 ~ ~ ~ Q Q 4 4 Q .Q, " 5 , A o g o ,2 — Q.. ENDWALL SHEETING &TRIM: FRAME LINE 1 ENDWALL SHEETING &TRIM: FRAME LINE 3 PANELS: 26 GA. R - WALL COLOR ~ FL# 12765.3 PANELS: 26 GA. R -WALL COLOR FL#11917.5 FL#11917.5 IM TABLE FRAME LINE 1 & 3 OID PART L NGT 1 BASE TRM 3 -8 2 0/S CORN 20'-3" 3 0/S CORN 2'-0" 4 RAKE TRM 17'-7" 5 PEAK BOX 6 JB/HDCAP 14'-3" 7 R JAMB 14'-3" 8 JB/HDCAP 12'-3" 9 R HEAD 12'-3" 10 BASE TRM 3'-9" 11 BASE TRM 20'-3" 12 BASE TRM 1'-3" 13 JB/HDCAP 10'-3" 14 R JAMB 10'-3" 15 R HEAD 10'-3" ~~~ STRUCTURAL STAMP STEEL BUILDING S~JSTE/'X15 u~c. REVISIONS 7 ENDWALL NONE PA~F R MC GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:22:28 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM T tJ Y O `F 2"~ 2" 2" #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 /— LAP SCREW RAKE SUPPORT SCREW ~" o.C.) SCREW \ILS FOR LAYOUT) BASE SUPPORT .ND WITH ~LOSURES eE ~pn 1 /2a 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. Sí~S STEEL BUILD~IG S~JSÍE/'X15 uvc. REVISIONS ~~~ HAROLD ROOKS doe eo: oAh; 8 7 23 23-03-084 4 19 23 [sl ~ocnnox: ATLANTIC BEACH, FL 3 DMWING NMIE: 5~/d,E ENDWALL PANEL DETAILS NONE 4 eMN77NC, Xo: DAAWN ef: CMECKm 8Y: PAGE 8.1 MS STRUCTURAL STAMP GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:22:11 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM TRIM NOTES: ROLL CAULK ROOF PANEL [1) SEAL TRIM SPLICES WITH TUBE CAULK. ROOF PANEL #(j2 SÓ C~ I/S CLOSURE [2] SECURE GUTTER SPLICES AND END RAKE TRIM (74 SD SCREW (12' ON CENTER) PLUGS WRH RNETS. [3] SECURE ALL OTHER ROOF TRIM RAKE TRIM SPLICES WITH TRIM SCREWS UNLESS PANEL C~ NOTED OTHERWISE. ~~ GUTTER [4] 7RIM SCREWS ARE LOCATED tY ON x(12 SO Cw \~~ \ CENTER UNLESS NOTED OTHERWISE. ~ ~~~ ~ WALL PANEL WALL PANEL PEAK BOX NOTE: INSTALL GUTTER STRAPS 3'0" ON CENTER. RAKE TRIM DETAIL PEAK BOX DETAIL GUTTER DETAIL BASE TRIM WALL PANEL RAKE TRIM GUTTER WALL PANEL 0/S CORNER TRIM -- BASE TRIM X14 SCREW CORNER (72" ON CENTER) 1/S CLOSURE ~ ~i ~~\ BASE TRIM ~i 1/2' WALL PANEL CORNER Q.Ip ~ EIX.E OF SLAB BOX GUTTER END DETAIL BASE TRIM DETAIL BASE TRIM CORNER DETAIL 0/S CORNER DETAIL HEAD TRIM JB HD CAP /12 SCREW WALL PAN0. (I REO'D) (24' ON CENTER) {)72 SCREW (24 O.C.) JB/HD CAP (I REQ'D) X12 SCREW 1/S CLOSURE x(24" (72" ON CENTER) WALL PANEL O.Cw JAMB TRIM NEAR TRIM J8/HD CAP (I REO'D) WALL PANEL HEAD TRIM DETAIL AT HEADER HEAD TRIM DETAIL AT SILL JAMB TRIM DETAIL AT JAMB STRUCTURAL STAMP ~~~ STEEL BU~DNVG S~lSTE/X15 ~Nc. REVISIONS 23-03-084 ATLANTIC BEACH. FL DETAILS PAGE 9 I MS GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:21:57 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:55 AM DO NOT INSTALL GUTTER WITH INSTALL GUTTER WITH OUTSIDE FACE PERPENDICULAR OUTSIDE FACE PERPENDICULAR TO THE GROUND. TO THE ROOF. GUTTER INSTA~~ATION DETAI~ ~~~ STRUCTURAL STAMP STEEL BI~LDIIVG S~JSTE%X15 inic. REVISIONS wsroYunon~ ~ onnvc 8 7 23 23-03-084 4 19 23 txl ~.oGr~: ATLANTIC BEACH, FL 3 MNWINC ,WYE S~µE; GUTTER INSTALL DETAILS NONE s onnvnYc Yo: ortnwN er: cYEacm er: PAGE 9.1 AAC GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:21:44 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:56 AM GUTTER "X" THE BOTTOM OF THE GUTTER AND FOLD THE TABS INTO THE DOWNSPOUT. DOWNSPOUT INSTALL DOWNSPOUT STRAPS 5'-0" ON CENTER. P OF THE DOWNSPOUT >OF PITCH. DOWNSPOUT INSTALLATION ~~~ STEEL ~LDINC-a-~ 5~-JSTE/'X15 ~Nc. REVISIONS V~ HAROLD ROOKS f .ae Ho- wte 8 7 23 23-03-084 4 19 23 [sl ~orwTroH: ATLANTIC BEACH, FL s ow~vnNc HAiff: sue: DOWNSPOUT INSTALL DETAILS NONE [4 ORAWq~ N0: INMWH BY: CHECKm Bf: PAGE 99 AAS STRUCTURAL STAMP GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:21:30 -04'00'Reviewed for code compliance CEP BU1699 08/25/2023 6:10:56 AM TABLE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ~ ~ ~ ~ ~ ~ ~ ~ .. .~ .. .. ~. .. .~ .. ~ ~ ( ~ ( ~ ( ó ~ b ~ b ~ ó ~ b ~ b ~ ó ~ ó ~ ~ ,~ ~ b ~ r~i í~ n n M M n n ~ n ( I I I I I ( ---- ----- ---------- ----- ---- ----- ---- f ' ' I ~ I I -J ROOF INSULATION INSULATION: 4.00" THICK RE 5~5 STEEL BUILDING 5~-JSTE/X15 inic. REVISIONS 7 INSULATION PAGE t t7 I SAS STRUCTURAL STAMP GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:21:16 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:56 AM ó ó I I ~ ~, _ 72 ~ b I à I -~~ r~- ~ ~ ÓI ( Ó I e ~I I ~ I ~ N I I N I N I I I I I I I I I I I I I I I ENDWALL INSUlATION: FRAME LINE 1 INSULATION: 4.00" THICK RE INSULATION TABLE FRAME LINE 1 A 3 I ROLL OUAN MARK ' 1 2 WI-1 ~ 2 1 WI-2 3 18 WI-3 Y ~`/ Y 4 5 5 4 WI-4 i WI-5 ~ v v v v v v v v I I ( I ( M I Ó I Ó I Ó I Ó I Ó Ó Ó Ó Ó I I I I I I N N N tMV N N N N I N r- I I I I I I r--~ I I I I I I ' ' ' I ' SIDEWALL INSULATION: FRAME LINE A INSULATION: 4.00" THICK RE 10"-0'" 14'-0" 23'-0" LEGEND: 10'-0" (1 LENGTH (ROLL #) ~ Qi" N Ó I à à ~ ~ ~ ~ ol ~ ó N ~ N N I I I I I I I ( I I ENDWALL INSULATION: FRAME LINE 3 INSUTATION: 4.00" THICK RE ~ ~ Q Q t A I ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ I I ( I I I M ó ó ó ó ó ó ó ó i ó N N N N N N N N I N r — I I I I I I I I ( ( I SIDEWALL INSULATION: FRAME LINE I INSULATION: 4.00" THICK RE 5i~s STEEL BU~~NG S`ISTE/7C15 wc. REVISIONS c~~ HAROLD ROOKS ~ ó L N STRUCTURAL STAMP uvauLr~nury tr~rvul NONE No: av,wN m: oecc ~ n ~ ~.Ic GLEN S ASHLEY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:21:01 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:56 AM ROOF """~' INSULATION INSULATION RAKE TRIM ~~ GUTTER WALL PANEL O/S CORNER TRIM WALL PANEL wAL. ~..~~. CORNER DETAIL ROOF PANEL EAVE DETAIL RAKE DETAIL NOTE: FOLD ROOF INSUlATiON BACK 3" TO 6". INSULATION WALL PANEL BASE TRIM BASE DETAIL 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. 5~5 STEEL BUILDING S~JSTE/X15 LNc. REVISIONS ~~ HAROLD ROOKS .roe No: wTE: 8/ 7/23 23-03-084 4/19/?3 STRUCTURAL STAMP ATLANTIC BEACH, FL 3 ORIWING NAME: 5~A(E; INSULATION DETAILS NONE s oNAwMc No: oaAwN er: cNEc~o ar: DA/)C 1/1 7 uc GLEN S ASHL EY Digitally signed by GLEN S ASHLEY Date: 2023.08.22 13:20:48 -04'00' Reviewed for code compliance CEP BU1699 08/25/2023 6:10:56 AM