The URL can be used to link to this page

Mayport Road 12601 GENERAL NOTES ENGINEERING DESIGN CRITERIA SPECIAL NOTE: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL 1 MATERIALS ASTM DESIGNATION WALL COVERING; ROOF SHEETS, AND PERMANENT . STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 VULCAN STEEL STRUCT. DATE: 11/ 9/06 BRACING IS INSTALLED. BUILDER CONTRACTOR IS COLD FORMED LIGHT GAGE SHAPES As70 OR A607 GRADE 55 b N mb r: J R P F R PP RT R' T MPORARY RACING ES ONSIBLE O SU O S O E B BRACE RODS A572 GRADE 65, UNLESS NOTED HOT ROLLED MILL SHAPES A36 OR A572 FY= 36 KSI OR GRADE 50 o u e 16512R22 ESIGNED BY:VM AND INSTALL DURING ERECTION HE SHALL FURNISH ROOF AND WALL SHEETS A653 OR A792 GRADE 50 End User: ATLANTIC IMAGING ETAILED BY:DBD , , THESE TEMPORARY SUPPORTS WHERE NECESSARY. BOLTS A307, A325, AND A490 A301 UNLESS NOTED BUILT-UP MEMBERS A570 GRADE 50 OR 55 TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE Job Location: ATLANTIC BEACH, FL. BLOCK 49, CHECKED BY: METAL BUILDING MANUFACTURER. 2. STRUCTURAL PRIMER H LOTS I O( SEC 2 SHOP PRIMER PAINT IS A RUST INHIBITNE PRIMER AND R'S COLOR IS RED OXIDE. . , THIS PAINT IS NOi INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. DESIGN PARAMETERS A325 T TI HT NIN R IREMENTS 3 BOL G E G EOU . BUILDING DESCRIPTION: SNOW '`' All HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. NOMINAL WIDTH: 72 feet FLAT ROOF SNOW LOAD Pf 0 psf ~ '~ '~~ STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN-OF-THE-NUT METHOD IN ACCORDANCE WITH THE NINTH EDITION AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS . PER SECTION 80.1, NOMINAL LENGTH: 30 feet GROUND SNOW LOAD Pg : 0 psf ^ MACE ~~~>~ ~~ A325 80LTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN-OF-THE NUT METHOD. EAVE HEIGHT, BACK S.W: 18 feet SNOW LOAD IMP. FACTOR N/A ~ ~ Ain R~B ' ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE EAVE HEIGHT FRONT S.W. 18 feet THERMAL FACTOR Ct N A / ~ [~ R~fFC~ED INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. R IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS, ROOF SLOPE, LEFT: 2.0:12 SNOW EXP. FACTOR Ce : N/A ~~~~'~ 01~' ~ ~0""~"°~ ~ " ~M! 4. BUILDER CONTRACTOR RESPONSIBILITIES ROOF SLOPE, RIGHT: 2.0:12 of tfla pro{~t end genera! Conlpilatlq wish tM inlamation girell THE METAL BUILDING MANUF 'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN DESIGN LOADS ENGINEER'S STAMP iii the contract documents. My action strowR is Wb~act t0 lM . THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUF.'S DESIGN, FABRICATION, QUAUtt CRITERIA STANDARDS AND requirements Ott tM plans end specifications, COnttactOr h fa TOLERANCES WILL GOVERN THE WORK. BUILDING CODE: FBC 04 sponsible for; DimensieM which shah b1 ct-nfinnad and coh IN S F I PAN I N M UI IN S MANUF. STRUCTU P S AND P F R TH R TRADES. CA E O D SCRE C ES BETWEE ETAL B LO C RAL LAN LAMS O O E FRAME SELF WEIGHT: INCLUDED r!tlalld at the JPb ate; Falx+catan processes ead tecAnipws of THE METAL BUILDING MANUF. S PLANS SHALL GOVERN. ROOF DEAD LOAD: 2 psf construction; Ceordrnttlan ~ hay work wdh that of 8U OthaF IT IS THE RESPONSIBILITY OF THE BUILDER /CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY COLLATERAL LOAD: 0 psf tradla am setisfartory pNformance of his worts. PERMITS FROM Cltt, COUNtt, STATE, OR FEDERAL AGENCIES, AS REQUIRED. LIVE LOAD: 20 psf BARBERA b ASSOCIA~S II~C. ' APPROVAL OF METAL BUILDING MANUF.'S DRAWINGS CONSTITUTES THE BUILDER /CONTRACTOR'S ACCEPTANCE OF THE ' ARCHITECTS • PLANNERS S INTERPRETATION OF THE CONTRACT PURCHASE ORDER. METAL BUILDING MANUF. SNOW LOAD, ROOF: 0 psf ~ ~ ONCE THE BUILDER CONTRACTOR OR A E FlRM HAS SIGNED MANUF.'S APPROVAL PACKAGE, CHANGES FROM / / THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER /CONTRACTOR FOR MATERIAL WIND SPEED: 120 mph ~~ BY , ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION 3 sec gust AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS THE MANUF.'S DESIGN AND DETAILING APPROACH COMPLIES WIND EXPOSURE: C WITH THE PURCHASE ORDER. CLOSURE "C, 0, P" : Closed FLORIDA PRODUCT APPROVAL INFORMATION THE BUILDER /CONTRACTOR OR A/E FlRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE IMP. FACTOR, WIND : 1.00 APPROVAL ~ AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUF, ARE TO BE CONSIDERED ANO COORDINATED BY THE BUILDER /CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS BUILDING CATEGORY SEISMIC PARAMETERS: SEISMIC USE GROUP: SEISMIC DESIGN CATEGORY: A SPECTRUAL RESPONSE COEF. "SOS" : 0.160 (2 SEC PERIOD ) SPECTRUAL RESPONSE COEF. "S01" : 0.12 (1 SEC PERIOD ) SITE CLASS (ASSUMED) : D BASIC SEISMIC-FORCE RESISTING SYSTEM MOMENT RESISTING FRAME DESIGN BASE SHEAR : 0.16 HORIZ. ANALYSIS PROCEDURE • E IVA ENT TERA FOR E PROCED RE 26 GA. PBR PANEL ry Golvalume FL 5346 26 GA. R PANEL ~ Saddle Ton FL 5335 3070 WALK DOOR (M) FL 2501-1 3' X 10'-8 W/TRIM FL 522- R1 12' X 14' ROLL- UP DOOR FL 2274- R2 INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANNUF. S ASSUMPTIONS WILL GOVERN. THE BUILDER /CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS ANO SPECIFlCAT-ONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUF. DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUF. OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUF. IN COMPLWrCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER /CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS ANO ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUF.'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, ANO INSTALL. THE METAL BUILDING MANUF. GOES NOT WARRANT STRUCTURAL INTEGRItt OF ANY COMPONENTS FIELD MODIFlEO OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBIItt FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL. L C U QU L L SHEETING SKYLIGHTS FRAMED OPENINGS VENTILATORS LINER PANELS DRAWING RELEASE HISTORY DRAWING REVISIONS 26 GA. PBR PANEL ~ Golvalume ROOF N0. DESCRIPTION COLOR NO SIZE DESCRIPTION NO DESCRIPTION WALL THICK TYPE LIN FT HT. COLOR DATE SENT REASOrr roa re~~ RENSION DATE BY DESCRIPTION 26 GA. R PANEL N Saddle Ton WALL 4 3' X 10'-8 W/TRIM WHITE 2 3' X 7' F0. /A 9" X 10' VENTS W/BS do DMP. L.E.W. 26 GA "R" 0' 0' PW rr-ro-os A sIrEETS r-~ FOR caNSrRUCnoN 2 , 12 X 14 F0 F.S.W. 26 GA " " R ~ 0 ~ 0 PW rr-rD-os B sN~rs a-u roR PERMIrs or~r _-_ . TRIM ' ' R W E 26 GA " " R 0 0 PW C 1 X 3 5 F0. . . . D WALL-LIGHTS ' ' " " ' ' 26 GA. Koko Brown GUTTER 1 3 X 2 F0. BLANKET TYPE INSULATION B.S.W. 26 GA R 0 0 PW E 26 GA. Koko Brown DOWNS N . 0 DESCRIPTION COLOR F 26 GA. Koko Brown RAKE /A N/A WHITE DOORS/WINDOWS NONE ^ BY MFG ^ BY OTHERS ^ G 26 GA. Koko Brown EAVE N0. DESCRIPTION ROOF 3 WALL 3 MISC. ACCESSORIES H - 26 GA. Saddle Tan CORNER 2 3070 WALK DOOR (M) PANT: RED OXIDE SCREWS: N0. DESCRIPTION I BASE CONDITION 26 GA ACCESS ~ ~12x1 25 LLSO ROOF ~ ~ PRO AN PY J ~ z . Koko Brown . 2 12 X 14 ROLL UP DOORS . : 1 J. X 30 SW C 1 O K " " ANGLE ^ NOTCH ^ SPC TRIM^ WALLS:~12x1.25 R SOFFIT PANELS W/26 GAGE L --'-•'---' TRIM ^ FL- ^ CEE NONE ^ M SHEET 1 OF 17 A Dia= 5/8" o~ " 9o fP I . OIO 4" ao oho _I_ Z„ EW 1 3/4 1 3/4" See Plan DETAIL A Dia= 5/8" ~o 6.. /off 90 P -I- o~o 4" OIO SW Oia= 3/4" ,~ 8 3 w -I- Ilal~ " 3 ~~~ 3" _I_ 8" 2" 2" SW 8 DETAIL D 3/4" CONCRETE LINE e' FI ISHED FLOOR YALL PANE BASE ANGLE STEEL LINE I,S ~~~ c2z4x CONTJ 1/z, (OPTIOWAU 1/1'xl' NAIL ANCHOR 1-1/2' .•i~,;:; ~ 36' O/C > YALL FASTENE F N <Nl2 SDS) I ISHED .'~• ~,' PROJ. BASE iR1N •, • 1~ 1~ F.O. VIDTH II ST EL INE W ~ E I T o EDGE OF CONCRE E N o BASE ANGLE WITH TRIM (NO NDTCH > TYP. O.H. DOOR RECESS DETAIL CONCRETE EDGE AND ~CHOR BOLT PROJECTION BASE A T ANCHOR BOLT NOTES< VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERNINE THESE VALUES SINCE THEY ARE A FUNCTION OF CDNCRETE STRENGTH AND OTHER (ACTORS. ANCHOR BOLT PLAN NOTE: All Bose Plotes ®100'-0" (U.N.) ANCHOR BOLT SUMMARY ----- --- - ----- Totol Bend-- ----- Ont Loc Dia Len Len Proj ----- --- - (in)-- (in)-- (in) (in) 0 8 DJ 5/8~ 9.00 3.00 3.00 0 20 EW 5/8 12.00 3.00 3.00 IR 12 RF " 3/4 18.00 3.00 3.00 ®4 RF " 1 1 /4 28.00 4.00 3.00 ®4 WF " 1 1 /4 28.00 3.75 3.00 O ZEVISIONS DRAWING STATUS VULCAN STEEL STRUCT. ATLANTIC IMAG G REV. DESCRIPTION DATE DTLR DATE CHKR APPD [ ]FOR CONSTRUCTION [X) FOR PERMIT ONLY PROJECT 120 x 30.o x Ie.o ANCHOR BOLT PLAN [ I FOR APPROVAL ID 1651i?Ri?2 DESIGN: DRAFT~DBD CHECI [ l OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE~11/ 9/06 SHEET 2 OF ------------------ ADDRESS BLOCK 49, SEC. H LOTS l 6 2 2" _I_ 1 3/4 1 3/4" See Plan DETAIL B DIOs ~ [ /4 T r~1 3 I I~ N 212 2t Z" O 1 SW I See Plan 1MND COI. MAY DETAIL C BE OPPOSTIE SLOE EW/ EW SW SeF a PI°-n DETAIL F Dio= 3/4" ~~ 8 3 W I ~I~ 3" a0 i~l~ 3" ~I_ ~~ ~~ 8" 2 2 8 DETAIL E Dio= 5/8" 3" r~ o „ ao 4 0 ~~ L~ 2 NOTES FOR REACTIONS Buildinngg reactions aro bused on the foAowing building data: Width (It = 72,0 length ~ t = 30.0 Eaw Hetg t (ft) = 18.0 18.0 Roof Slope rise/12) = 2.0 2.0 Deod food psl ) _ .0 Colloterol food (psf ) 0.0 Roof Uw Load sf 20.0 Frame Uw load at • 12.0 Wind Speed ((mph ~ ^ 120.0 Wind C 3 sec ust ode ( 9 ) = F8C 04 Exposure = C Closed/Open = C Importance -Wind = 1.00 Importance - Stiamic = 1.00 Saamic Coeff (fo'Ss) = 0.16 Id Description 1 DI.+CL+u 2 o.fwDl+wL1 3 0.600L+WR1 4 0.80+LnWndl S O.fi00l+WR1+WS 6 O.60DL+WP 7 DL+CL+0.75L1+0.75WR2+0.75WS 8 DL+CL+0.7SLL+0.75W12+0.75WS Protection of Opening This building is located in a wind-borne debris region. Exterior glazing is assumed to be impact resistant and meet the provisions of the missile test, or they should be protected by ir~pact resistant covering meeting the regirements of SSTD li?, ASTM E 1886 and ASTME 1996 or Miaru-Dade PA ZOI, 202, &203. Openings may also be protected by structural wood panels having a min. thickness of 7/16' and maximum panel span of 8 feet. Attachment hardware and Fastening schedule shalt be in accordance with the following table, WIND-BDR1~ DEBR[S PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS (PLYWOOD) FASTENER FASTENER SPACING (in.) ~~~ TYPE PANEL SPAN (Zft i?ft( PANEL SPAN Oft( PANEL SPAN Eft( PANEL SPAN - (4 ft. (6 Ft, (8 Ft. 2 1/2 #6 Wood Screw'' 16 16 l2 9 2 1/i? #8 Wood Screw' 16 16 16 li? DDUble-Headed nails ` 12 6 4 3 SIB 1 inch=25.4 mm 1 foot=305 mm Notes 1.) This table is based on a maximum wind speed of 130 m.p,h. (58 m/s) and clean roof height of 33 feet (10 m) or less. 2.) Fasteners shall be installed at opposing ends of the wood structural panel. 3.) Where screws are attached to masonr or masonr /stucco, the shall be Y Y Y attached using vibration-resistant anchors having a minimum withdrawal capacity of 490 lb. (2180 kN). 4,) Nails shall be lOd common or li?d box double-headed nails. t Reactions ---Wall-- Col Horz Vert Moment lac Une Line R/L Lood_Id (k) (k) (f-k ) ------------------------------ ------ M F_SW I 5 R Wind 7.48127.23 127.13 Seismic 0.16 2.71 2.71 WIND COLUMN REACTIONS V'H`V 5.) Where screws are attached to pre-engineered metal building components, i,e. Door Jambs, framed openings, etc., they shall be #12 self drilling screws secured to a minimum 16 ga. material, Screws should have a min, withdrawal strength of 500 lbs. v DESCRIPTION A I COLUMN LINE H V 1~ FRAME UNE RIGID FRAME: ANCHOR BOLTS do BASE PUTES ------------------------- Frm Col Mc. Il Base Pbte (in~ ---- -- --- Crout Une Une No0 in) Wid Len k (in) 5 A 4 0.750 8.000 8.001 0.500 0.0 3 I 4 1.250 8.000 10.00 1.000 0.0 RIGID FRAME: ANCHOR BOLTS do BASE PIATES ------------------------- Frm Col Anc. t Bose Pbte (in) --------- Grout Une Une No0 in) Wid Len k (in) 6 A 4 0.750 8.000 8.001 0.500 0.0 8 I 4 0.730 8.000 10.00 0,500 0.0 Froma Coumn ----Oead-----CoNoterol- ----Live---- --Wind~,t--- --WindJtt--- --Wind_12--- Une Une Hariz Vert Hariz Vert Hariz Vert Hariz Vert Hariz Vert Hariz Vert 5 A 1.10 1.99 0.00 0.00 4.38 6.61 -13.28 -17.90 -5.71 -12.55 -11.22 -12.43 5 I -1.10 2.08 0.00 0.00 -4.38 6.94 5.84 -13.22 13.19 -18.57 3.58 -7.73 8 A 1.10 1.99 0.00 0.00 4.38 6.61 -13.29 -17.91 -5.78 -12.56 -11.23 -12.44 8 I -1.10 2.08 0.00 0.00 -4,38 6.94 5.65 -13.23 13.20 -18.58 3.59 -7.75 RIGID FRAME: BASIC cauMN REACnoNS (k ) Froma Column --Wind_R2--- -Sdsmic_L-- -Seismic_R-- --LnWind_L-- --LnWind_R-- ---LnSeia--- Une Une Hariz Vert Hariz Vert Hariz Vert Hariz Vert Hariz Vert Hariz Vert 5 A -3.71 -7.08 -0.08 -0.04 0.08 0.04 -6.28 -20.39 -7.62 -16.98 5 I 11.12 -13.09 -0.08 0.04 0.08 -0.04 7.65 -13.22 6.25 -16.63 6 A -3.72 -7.09 -0.08 -0.04 0.08 0.04 -6.28 -20.39 -7.62 -16.98 6 I 11.14 -13.10 -0.08 0.04 0.08 -0.04 7.65 -13.22 6.25 -16.83 ENDWALL COLUMN: REACnoNS, ANCHOR BOLTS, do BASE PLATES --- ---- ---- -------- Column_Reactions (k )---- --------------- Out-of-Plane ------------------- ---- Frm Col Deod Coll Uve Wind-Left Wind-Right Wd P Wd S Mc. Bolt Baae Pole (in~ Croul Line Line Vert Vert Vert Hariz Verl Hariz VeR Hariz Hariz N00(in) Wid Len hk (in) 5 G 0.3 0.0 0.0 0.0 0.0 0.0 0.0 -5.0 5.4 4 0.625 8.000 8.000 0.500 0.0 5 E 0.4 0.0 0.0 0.0 0.1 0.0 0.1 -6.8 7.4 4 0.625 6.000 9.000 0.500 0.0 6 H 0.2 0.0 0.0 0.0 0.0 0.0 0.0 -4.2 4.6 4 0.825 6.000 8.000 O.S00 0.0 6 F 0.3 O.D 0.0 0.0 0.1 0.0 0.1 -S.5 8.0 4 0.625 6.000 9.000 O.S00 QO 6 C 0.2 0.0 0.0 0.0 0.0 0.0 0,0 -4.2 4.6 4 0.625 8.000 8.000 0.500 0.0 BRACING REACTIONS, PANEL SHEAR t Reactions (k) Pond ---Waft-- Col --Wind----Se~am~c- Shear Loc Une Line Horz Verl Harz Vert (Ib/ft) L-EW S Rigid Frame At Endwoll F_SW I Wind Column In Won R_EW 6 Rigid Frame At Endwoll B_SW A 6 ,5 7.5 3.8 0.2 0.1 [ J FOR CONSTRUCTION [X] FOR PERMIT ONLY [ J FOR APPROVAL I ]OTHER, EXPLAIN ------------------ VULCAN STEEL STRUCT. PROJECT 72.0 . 3a0 x too PROJECT ATLANTIC BEACH, FL ADDRESS BLOCK 49, SEC. H LI 2 ~~ , ATLAN ~ IC. hd~~ I G ANCHOR Bn~T REAf.TIONS DESIGN DRAFT;DBD DATE~11/ 9/06 SHEET CHECKS 3 OF 17 GENERAL NOTES (1. APPLKATKIN OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT RE SENT THE PROFESSIONAL OF RECORD. M2 AL BUI~NGNMANUFACTURER.ONSTRUCTKIN ARE NOi THE RESPONSIBILITY Of THE lJ) 3. ANCHOR BOLTS SHALL 8E ACCURATELY SET TO A TOLERANCE OF +/- 1/8~ IN BOTH ATION ANO LOCATION. 4.) THE BUILDING REACTION OATH REPORTS THE LOADS WHICH THIS BUILDING PLACES THE iOUNDATKNV. THE FOUNDATION IS TO BE DESIGNED BY A OUAUFlED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONOmONS. (5.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE NOTED. 6. VALUES GNEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS Y. R IS THE RESPONSIBILITY OF THE FOUNDATION ENGWEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WEII AS OTHER (ACTORS. SPLICE BOLTS Splice Quon -----Bolt---- Mork Top/8ot/Int T pe Dia Len SP- 1 4 4 0 A325 0.750 2.00 SP- 2 4 4 0 A325 0.625 1.75 SP- 3 4 4 0 A325 0.750 2.00 LANCE BRACES FBxxACI): xx=inches, (1)=one side only A - ~2X2X14G Wte DEPIH WEd PLATE OUTSIDE FLANGE INSIDE FLANGE PIECE START END THICK LENGTH W x T x LEN W x T x LEN RF1-11 7.4 24.0 0.134 210.5 6x5 16 x206.4 6x1 4 x181.8 6x 1 /4" x 32.7 RF1-12 25.0/13.0 0.164 168.0 6x1/4" x163.8 6x3/16"x168.4 13.0/73.0 0.120 240.0 6x3/16"x228.0 6x3/16"x237.8 6x3/16"x 12.0 RF1-13 13.0/13.0 0.120 240.0 6x3/16"x 12.0 6x3/16"x237.8 13.0/27.0 0.164 165.3 6x3/16"x228.0 6x3/16"x165.9 6x1/4 x160.8 RFt-14 27.0/ 9.6 0.164 210.5 6x1/4 x 35.7 6x3/16"x179.9 , 6x1/4 x205.9 4" " 7' -7 ~ 7„ -~`' i ht ~ ~ 4 "~. k L 9 •• Sk sy~~ 4 ~~,yl~nt s ~ ~ g „ -R26 RC „ g -7 1 -•,~'' 4 4 ..~.~ 20'_ „ 1 ~ -0 ~ ~~_ „ ) „ ~ 1 -.~' 0 „4 4 -~, 4 i "~`' 4 ~'1fi- ,+ g' -7 N N -~ 0 4 Ur,e 4 ~ ~ „ 7 „ atval - ~ 4 4 -'~- R, G o 0 a, pB o o ~- 26 ~ ~~ ~ ~ ~ ~~ a- ~. ~' ~ Q2~~ 4~~6~.~' 12 1 ~'-ii i3/is" ~'-s 3/~s" 2'-5 3/16" 0 2'-5 3/16•, i ~ 2'-5 3/16" 2'-5 3/16" 2'-5 3/16" 2'-5 3/16" .. Q O m 6 SP- F~5 +) F _.~,~ Fg3 A ~ i~ ~D~r. 72'-0" OUT-TO-OUT OF STEEL GENERAL NOTES: ~ NOTICE TO ERECTOR (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL flange braces and wind bracing must be installed prior to exterior finishes bein o plied. A BUILDING CROSS SECTION fOR FRAME LINE 5 REVISIONS REV. DESCRIPTION 6 S--1 p.. 4- 2'-8 1/2" >> o v I Q ~ N "~ o m ~ 0 3~-3 1 /z•• 0 DRAWING STATUS [ ]FOR CONSTRUCTION VULCAN STEEL STRUCT. ATLANTIC I.M GI.NG [X] FOR PERMIT ONLY pROJECT 72.o x aoo ^ iao BUILDING CROSS SE T ION [ l FOR APPROVAL iD 16512R22 DESIGN DRAF1jDBD CHECK [ ]OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE~11/ 9/06 SHEET 4 OF 1 ------------------ ADDRESS BLOCK 49, SEC. H LOTS 1 6 2 4' _6 ~ „ \ /8 „ `~ 2 0 12 8„ '-0 9 16" 66'-4" 2'-3 7 16' Clearance SPLICE BOLTS Splice Ouan -----Bolt---- Mark To /Bot Int T pe Dia Len SP- 1 4 4 0 A325 0.750 2.00 SP- 2 4 4 0 A325 0.625 1.75 SP- 3 4 4 0 A325 0.750 2.00 LANGE BRACES FBxxA(1)~ xx=inches, <1)=one side only A - L2X2X14G PIECE START END THICK LENGTH W x T x LEN W x T x LEN RF2-1 1 7.4 24.0 0.134 210.5 6x5 16 x206.4 6x 1 4 x 181.8 6x1/4° x 32.7 RF2-12 25.0/13.0 0.164 171.1 6x1/4" xi 66.9 6x3/16°x171.5 13.0/13.0 0.120 236.9 „ 6x3/16 x236.9 6x3/16 x234.7 RF2-13 13.0/13.0 0.120 236.9 , 6x3/16 x236.9 . x234.7 6x3/16 13.0/27.0 0.164 168.5 6x1/4 x163.9 . 6x3/16 x169.0 RF2-14 27.0/ 9.6 0.164 211.0 6x1/4~~ x 35.7 6x3/16"x180.4 6x1/4 x206.4 t 4„ „ 7' -~ -.~'' ~ „ 7'_ 4" ~1`' -',~ k L-9 ~ S ys ~ ~ 4 ~ ., S „ k li 4 ~' 9ht ~' „ g -7 1 -R26 RC °~ 1 ~ -0 -.~~"' 17 „ 17 _0 ~ 20 _ „ ~~ ~ .,4 4 1 y'1 ''' --~' 4 4 1 "~- _~, 19' ..~ 4" e atU~^ 4 N 1 ~ N y ~ , ~.~,.. z0'- 4„ 4,. ~~~ Gad" ~ R, pB 6 Ga Z o o 0 o ~- J \~ 'P V ~' a0 . CU 6 SPA Q2" 4~-6u.~' 1 i'-~i i3/~s„ ~'-s a/is° 2'-5 3/16" 0 2'-5 3/16" I ~ 2'-5 3/16" 2'-5 3/16" 2'-5 3/16" 2'-5 3/16" FB .1~~ i~ cd~... . 72'-0" OUT-TO-OUT OF STEEL GENERAL NOTES. ~ NOTICE TO ERECTOR ~ -------------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when I~ftmg. (B}ALL flange braces and wind bracing must be installed prior to exterior finishes being applied. A BUILDING CROSS SECTION FOR FRAME LINE 6 ISIONS 6 S=_~~~. c~ 4' 6 ~ ,~ ~ /8 „ M 2 0 12 e~ [ l FOR CONSTRUCTION [XI FOR PERMIT ONLY (I FOR APPROVAL I l OTHER, EXPLAIN 12 o a ;d, ai "~ o m I 0 I 3'-3 1 /2" VULCAN STEEL STRUCT. PROJECT 72.o x aaa . tao ID 16512R22 PROJECT ATLANTIC BEACH, FL. ADDRESS BLOCK 49, SEC. H L[ ATLA T .~ MA N 7C I G BUILDING CROSS SECTION DESIGN: DRAFT:DBD CHECK: DATE: 11/ 9/06 SHEET 5 OF 17 8" '-0 9 16" 66>-4" 2'-3 7 16' Clearance `~ 1/2'x11/4' • I A307 BOLTS (TYP. U.N.) Io 0 I I to o~ 0 0 ~_ ~-FLANGE BRACE (IF REQ) SEE FRAME CROSS SECTION FOR LOCATIONS 6 BOLTS TOTA ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY ROOF FRAMING PLAN REVISIONS REV. DESCRIPTION: , ~ `~ R P 4' OF I NSUI.- FOLD YAPOR BARRIER OVER I NSULATI ATI ON FR011 PAPER PANEL R C BARRI ER AND TOLD VAPOR BARRI ER BACK OVER STEEI PANEL I NSUlAT10N OPTI ONAI INSULATION TPo W END LAP VN TH I NSULATI ON SI DE LAP VN TH I NSULATI ON q) N10 x 1' PANCAKE HEAD SCREW fTYP.) 'RAPPING (1) X10 x 1' PANCAKE HEAD SCREW (TYP.) PURL IN STRAPPING DETAIL C T YPI CAL SEE ROOF PLAN FOR QUANTITY AND LOCATION [ ]FOR CONSTRUCTION [XI FDR PERMIT ONLY f ]FDR APPROVAL I l OTHER, EXPLAIN ~o- I I EB-12 Wont i W8X21 c~-Y ~/ o" 2 ~4 3/8 P-11 10X35212 " 29 -1 t 1 2 E-11 10ES14-Z 28'-0 1 2" E-12 10ES14-2 29~-11 1/2» E-13 10X25C16 -it 29 1/2 CB-12 0.375CBL " , 32 -10 r.R_ t ~ n ~~nrRl ~d'_ t n° 36' NOMINAL COVERAGE ~• I• NA.Dt RIB NRrOit RIB •L&2x14GA AT RIDGE TOP: RAi-2 t-ti~• ~' BOTTOM: BRA-2 'PBR' ROOF PANEL PROFILE r-r DETAIL 'A' ~u xanu PAST X12 NEMIEk iA PANCL TAETEIER SP~1G AT LAV[ S1AUT2 ~~~ AUO RIOGL III STiT~f~ RS'-~. TAPE MASTIC BbI1!L'A• •PBR' ROOF PANEL ATTACHMENT DETAIL SEAL VULCAN STEEL STRUCT. PROJECT nA x aaa x Iao ID 16512RP2 PROJECT ATLANTIC BEACH, FL. ADDRESS BLOCK 49, SEC. H l0 G~~~ ATLAN7fC IMA ING RDDF FRAMING DESIGN DRAFT:DBD CHECK DATE: 11/ 9/06 SHEET 6 OF 1 .2 BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS CABLE TAPE SEAL ROOF PANEL B- 1 _ FR- SKYLIGHT PANEL T T 1J I - ROOf PANEL I FLD-LOC GRIP TAPE SEAL EYEB[ILT ~I2 sos sCRE HILLSID SKYLI CNT PANEL FIAT WASHER NUT TAPE SEAI LAP SCREW f PANEL TAPE SEAL SKYLI CIR PANEL ~-1 ROOF' PANEL, 5 '- " T-T - T F 6 30 0 OU 0 OU 0 STEEL 30'-0" n 8n Ft-11 '-1 RF2- I P-IL I ~ I I I I I I N ~- 2 U ~ ~ ~R ~ II I ~I~ I I I - YP j c 4 RF1-1 I f2-13 ~ I U n W 14~ - C 7 RI -1 1 -11 ~ t` I I CAS 01N u~ U w F2-12 IG T (p L„ = 8 o I2T I I~ 07 _ •t N n 1 ~ e (10) U r W -I N 0 I n~ I T IG n 12T ~ ~ I I O~ ON N N ., F2-14 v EB-11 t EB-12 FR NT W o s ROOF PURLIN PRE-PCH STRAP (TYP.) SOFFIT SHEETING LAP PANELS: 26 Go. PBR Golvalume /` L2x2x14GA PA------ I 2 VIR DTR L -V 1'-9" IM(I TM2t 3 CTR 18'-2" TM29 4 JTR 14'-2" TM31 S HT 12'-3" TM33 6 HT 20'-3" 7 HT 10'-3" 8 RVEG 20'-3" 9 RVEG iD'-3" 1 RVCB 6" i t VGE 6" 12 CS01 20'-3" 13 CS01 10'-3" 14 OTR 1'-10" TM21 (Gutter with 2 downspouts) 1 9 9 t 5 e ~ 6 7 flf - I I DJ-it ry I LVVL 8x35C15 1/ -V 17~-1 3/4p DJ-12 8x35C16 17 -1 3/4 OH-11 8x35C16 ~ " 12 -0 E-i t 10ES14-2 28'-0 1/2" G-29 SX25Z16 2 -1 G-30 8X25Z16 11'-11 1~2" G-31 SX25Z16 1 -1 i /2 r,-~~ ~x~s7~~ ~ " ~ _a ss• -ailuu. COVERAGE ~' 4' 4' 3 ~' 1' M1NOtt R(1 ~~ 1-IN' ~' 'R' WALL PANEL PROFILE OETA0. ~-~--{ 'A' I x112 IEIgER iASTEI[RS PAIEI rASTEIER SPALpIG AT INTW[OIAR rJRi! ~..~t r 11! rAfiLlpL -~- PAIEL fA~,TEIER SPACttC Al GV[ STIIIIS ENRAP9. Alq lA3E Ill sru~.r ~TCt~as-+~, ~' 'R' WALL PANEL FASTENER LAYOUT SIDEWALL SHEETING & TRIM: FRAME LINE I PANELS: 26 Ga. R - Satldle Ton SIDEWALL FRAMING: FRAME LINE I GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF IDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL ANO ROOF PANELS ARE INSTALLED. v DESCRIPTION= [ ]FOR CONSTRUCTION [Xl FOR PERMIT ONLY [ ]FOR APPROVAL [)OTHER, EXPLAIN VULCAN STEEL STRUCT. PROJECT Leo x aao >, too ID 16512R22 PROJECT ATLANTIC BEACH, FL. ADDRESS BLOCK 49, SEC. H L~ ATLANTIC IM~'GIN~ SIDEWALL FRAMING DESIGN: DRAFT=DBD CHECK= DATE=11/ 9/06 SHEET 7 OF 17 RF1-14 RF2-14 2'-5" 12'-0" 1'- 12'-0" 1'-10 GIRr LAPs g ~ g I/Z'xl 1/4' A307 BOLTS `~ FLANGE BRACE tIF REQ) SEE FRAME CROSS SECTION FOR LOCATIONS 6 BDLTS TOTA ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY EYEBOLT FLAT - WASHER 4 5 6 7 0 1'-11 13/1 1'-5 3/16" 2'-5 3/16" 2'-5 3/16" v I ~ 2'-5 3/16" 2'-5 3/16" 2'-5 3/16" 2'-5 3/16" RF1-11 O I co O I a0 O I co e O I co O I 0o ~ O I ao _ O I 0o _ O I a0 ~ O I 00 _ O I 00 Iz SIDEWA~L FRAMING: FRAME LINE A GENERAL NOTES: 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DE51GN OF IDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED 8Y ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. VISION SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Ca. R -Saddle Ton [ ]FOR CONSTRUCTION fX] FOR PERMIT ONLY [ ] FpR APPROVAL [ ]OTHER, EXPLAIN I 2 Ulr< DTR LV -J 10'-3" IMY1 TM21 3 CTR 18'-2" TM29 5 VRE 6" TM40 6 SET 20'-3" TM12 7 S T 10'- " TM1 SPECIAL BOLTS o ID UAN TYP DIA LENGTH WA H 1 4 A37 1 114 C-IC IUCJ14-L Ly -II ILL G-33 8X35Z12 29~-11 1/2N G-34 8X25Z13 29~-11 1/2p G-35 SX25Z15 29~-11 1/2 4 /, '%/ v- - Z D VULCAN STEEL STRUCT. ATLANTIC IMAG N PROJECT 72.o x 30.0 x 18,0 SIDEWALL FRAMING ID 1651PRP2 DESIGN: DRAFT~DBD CHECK PROJECT ATLANTIC BEACH, FL. DATE~II/ 9/06 SHEET 8 OF 17 ADDRESS BLOCK 49, SEC. H LOTS 18 2 BRACE CABLE ASSEMBLY CABLE HARDWARE FACTDRY ATTACHED SYMMETRICAL AT HDTH ENDS FLO-LOC GRIP RF2-11 GIRT LAPS 72'-0" OUT-TO-OUT OF STEEL Q2" 12 I 2 UIt< DTR LV -J 1'-3" 3 HILO 15'-6" 12 7 VRT 20 - 3 8 VRT , " 16 -9 9 VRT 17'-10" 10 VPB 1'-4" TM21 TM 11 TM 11 TM 11 TM 11 TM39 t:~- I I EC-12 non t o W8X13 L I -L 19'-5" G-12 8X35Z14 19;-10 1/2~ G-13 8X25Z13 19 -10 1 2 G-14 8X35Z 14 18'-4 1 4" G-15 8X25Z13 17~-11 9/16» G-16 8X25Z13 17 -6 15 16 G-17 8X25Z13 17'-2 5 16" 3'-3 t/ I I ~J EC-11 EC-12 ENDWALL FRAMING: FRAME LINE 5 '( Q Q Q _~~ ~o~ ^ -a ^.-'~ GENERAL NOTES: !, (1.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. t l FOR CONSTRUCTION (Xl FOR PERMIT ONLY PROJECT 72.0 x 30.0 x ~eA ENDWALL FRAMING (l FOR APPROVAL [D 16512R22 DESIGN DRAFT~DBD CHECN I l OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE~11/ 9/06 SHEET 9 OF ------------------ ADDRESS BLOCK 49, SEC. H LOTS 1 6 Z ~ 1 )y i ~ Q) ~ 1 1 I ~ ~N ~ a t ~ 3 ~ I M1 N e M I N ~ M I N ~ I M N ~ M jh N ~ I N r1 I N ' ~ .- : M ,I t I +) I ~ 1 ----- - - - - N - N - N - N - O N - ~ '. - I 01 - a ,: ENDWALL SHEETING & TRIM: FRAME LINE 5 ~ ~ O1 r I 1 I OPEN TO BUILDING 1 I~ PANELS: 26 Go. R - Soddle Ton 0 REVISIONS DRAWING STATUS VULCAN STEEL STRUCT. ATLANTIC IMAG ' oA -~i ' ~~ _ . 0 I ,Q2" 12 II I a I I I I I - I I s-s,~z~ 72'-0" OUT-TO-OUT OF STEEL RA Rq !~ ~~~J 1~~~ e~ 1 r r r r ~ -~ f ~ J G-24 _+ ~ G-24 ` ~ ~ ~~ ~~ ~ • G-22 G-24 G- 4 .• G- 8 - 1 _ _ G-24 G-24 - 7 G- 0 G-24 G- 4 G-26 C i G-19 G-23 G-23 G-25 ~ t I I I I tc-i o tc- i a ENDWALL FRAMING: FRAME LINE 6 4 4 4 0 _ ~~~ tG-15 C 4 r ~ 5 r ~ ~ r r r ~ ~ s ~ ~ s ~ e M I _ ~ ry ( e Os _ ( s ~ cV s 01 I cV ~ I N ~ I N s M1 d' N s r7 't N ~ I N ~ I N x 01 I cV s M cv ~ ~ 7 I _ Of s r7 I ~ ~ ~ s 01 ~ ~ ~ I ~ ^ I ~ ~ N O N ~ N N N N N N cV ~ N ~ N N I ~ ~ ~ ~ ~ Ol I ~ ~ ENDWALL SHEETING &' TRIM: FRAME LINE 6 PANELS: 26 Go. R - Soddle Ton 2"~. 12 ~lumn/root ~lumn Rof 4 A3Y~ i/z„ i 1/4~ 4 A325 5 8 1 1 4 TRIM TABLE FRAME LINE 6 >ID MARK LENGTH D TAI 1 DTR 20 -3 TM21 2 DTR 12'- 3" TM21 3 VRT 20'-3" TM11 4 VRT 17;-10" TM11 5 VRT 16 -9 TM 11 6 VPB 1'-4" TM39 MEMBER TABLE FRAME LINE 6 MARK P T LNG H C-13 W8X 0 18 -7 5 1 EC-14 WSX15 , " 21 -8 5/16 EC-15 WSX10 ~ 18 -7 3/8 G-19 8X25Z16 , N 13 -10 1 4 G-20 8X25Z16 13;-5 9 16" G-21 SX25Z16 13 -0 7/8 G-22 8X25Z16 ~ " 12 -8 5/16 G-23 8X25Z14 ~ 19 -4 1/2 G-24 8X25Z13 ~ " 19 -4 i/2 G-25 8X25Z16 ~ " 14 -0 7/16 G-26 SX25Z16 ~ " 13 -8 1/16 G-27 8X25Z16 ~ " 13 -3 11/16 ~ " GENERAL NOTES: REVISIGNS DRAWING STATUS VULCAN STEEL STRUCT, ATLANTIC IMAG NG 1. IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS REV, DESCRIPTION: DATE DTLR DATE CHKR APPD I ~ FOR CONSTRUCTION [X1 FOR PERMIT ONLY PROJECT 72A x 30.0 xI&o ENDWALL FRAMING, E N DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RE51St f ]FOR APPROVAL ID 16512R22 DESIGN DRAFT~DBD CHECK: LONGITUDINAL FORCES, TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL I) OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL, DATES 1t/ 9/06 SHEET 10 ~ t7 ALL WALL AND ROOF PANELS ARE INSTALLED, ------------------ ADDRESS BLOCK 49, SEC, H LOTS I & Z A ,L(2" 12 r '~ r r ,. :. N .I ENOWALL INSULATION: FRAME LINE 5 ENDWALL INSULATION: FRAME LINE 7 0 4 SIDEWALL INSULATION: FRAME LINE I 4 9 p 0 ,. .. ,. ,. Y z z z z io io ~ co a I u0 I QO I c0 I c0 I 0 .- ~ .- 0 SIDEWALL INSULATION: FRAME LINE A LEGEND: 132'-0" (1) Length (Roll ~) 4 4 4 P 4 4 9 4 ENDI+ALL COLUMN l-3/4' 1-3/ ' SIDEWALL I I I I ENDWALL COLUMN GIRT II (2) t/2' X t I/4' p A307 H0.T/NUT PURLIN IGID 1/2' X 11/~ RIGID FRAME COLUMN ' II ~ FRAME A307 BOLT/NUT ANGLED 1/~~ I) ° RAFTER I I I END OF -- °-° ---- - ---- ---- I I I BUILDING o 0 I I 0 0 l o I ` N I I ; II I o 0 0 GG FAFT R ~A LL o o L J ---- ----- r ATE P AFi R BRAC WELDE ENDWALL BASE L PLATES GIRT ~~ ELEVATION ENDWALL ENDVALL G[RTS 1/2'xi !/~' A307 C0.UMN B0.TS CTYP) E3 ~'~ ~~ F~ ENDI,ALL R0~ PURLIN TO EXPANDABLE ENDWALL 10 RIGID FRAME RAFTER B19 NDWALL COLUMN TO WALL GIRT ~6 D15 CORNER COLUMN TO WALL GIRT COLUMN RIGID FRAME TO ENDWALL COLUMN 1 3/4' 1/2'x1 I/4' DOOR JAMB PC-1 fIF RED) SEE ROOF FRAMING 3 3/4' A307 BOLTS GIRT EAVE STRUT S/B' A32~ BOLTS SAVE STRUT OR LOCATION ` RIGID FRAM 1/Z'xl 1/~' C0.UMN 0 A307 BOLTS 0 21/2' C-6A , I/Z'x1 iM' ® 0 ~ CLIP v A307 80.T5 s. 0 0 3 3/4• INB BEN ® ~ 0 ' M Y BVB COL CL P C-7A C-5 CLIP DOOR JAMB BASE PLATE BUILDING COLUMN 1/P'xl 1/~• FLANGE EXTENSION DOOR JAMB 1/2,x1 l/4' A307 BOLTS A307 BOLTS IF PITCH GREATER THAN 112 USE 6 - B12 X 1 SCREWS BASE PLATE FOR E 6 R JAMB OR ENDWALL COLUMN DOO WIND BENT OR WIND COLUMN H 9 TO BUILDING COLUMN EAVE STRUT TO J ~ RIG1D FRAME GIRT TO K ~ DOOR JAMB DOOR JAMB COLUMN TO L 1 AVE STRUT E s1DEwaLL COLUMN COLUMN OR DOOR JAMB DOOR SLOT iN WEB TO INSE HILLSIDE WASHER AND EYEBOLT FLO-LOC GRIP CABLE C0.UNN OR RAFTER WEB RAFTER wE HILLSIDE II HEADER ~ NUT WASHER II ~' HILLSIDE I) ° EYEBOLT WASHER FLAT BRACE ROD WASHER 0 0 II FLAT NUr 0 0 II • WASHER EYEBOLT C-6 CLIP l/2'x1 l/~ A307 BOLTS 3' CARL ILLSIDE WASHER COLUMN ~ FLAT SLOT 1N WEB TO WASHER INSERT HILLSIDE SLOT IN WEB TO INSERT NUT HILLSIDE WASHER AND ErEB0.T ANCHOR BOLTS BASE PLATE RAFTER WEB WASHER 6 EYEBOLT PLAN ELEVATION R H A ER TO D00 E D M L FLO-LOC GRIP Q1 DIAGONAL CABLE, EYEBOLT END DIAGONAL CABLE Q EYEBOLT END Q 3 DIAGONAL BRACE ROD, NUT END R 2 ANCHOR BOLTS AT SIDEWALL COLUMN R JAMB DOO VRT # l2 SCREW 6 PER PANEL- # 14 X 7 / 8 LAP TEK (24' O.C.) 0/S CLOSURES ENDWALL PANEL M11 @ GABLE # 12 SCREW ! PER PURLIN 1/S CLOSURE b 12 SCREW # to x ~/s 6 EACH PER PANE _ DIE FORMED APT L EK (12' O C ) 4' RIDGE CAP . . TAPE ROOF PANEL pBR PANEL SEAL ROOF #14 x 7/8 #14X7 PANEL LAP TEK LAP TEK 3'-0' O.C. c3'aC TAPE SEAL # 12 SCREW ~-L 2X4X16G SET 6 PER PANEL , TAPE 4 RAKE ANGLE ~ qI4 x 7/ I ~~' LAP TEK ~ e z4' ac, , ~, EAVE STRUT ROOF PURLIN WALL PANEL M12 @ EAVE SET W/O GUTTER #14 X 7/S" LAP TEK CTR (20' O.C.) WALL PANEL JTR ~ STEEL LINE WALL , PANEL ~ ~ STEEL LINE I I M 29 @ CORNER OUT R #12 SCREW WALL PANEL ~ --~ ------- STEEL LINE CEE JAMB WALL i i PANEL ~, -i I ! ~ STEEL LINE I #12 SCREW HT ~' CEE HEADER M31 _ @ JAMB_R 0 0 TDP HOI TS SEE 0 0 , , DRAV[NG fDR SIZE. BOLTED END PLATE 0 0 T~ BOLTS SEE 0 0 , OKAYING FOR SIZE 0 0 --INTERMEDIATE BOLTS, TOP FLANGE . THE NUMBER OF iDP OR BOTTOM BOLTS 0 0 .----INTERMEDIATE BATS, GREATER THAN FOUR. VEH THE NUMBER ~' TDP 0 0 BOTTOM BOLTS SEE OR BOTTDII BOLTS GREATER THAN FOUR. 0 0 , PRAYING FOR SIZE. 0 0 EXTENSION BEYOND FLANGE IS BOTTOM 0 0 BOTTOM BOLTS, SEE OPTIONAL, AT TOP 6 BOTTOM. FLANGE DRAVING FDR SIZE. BOLTED END PLATE CONNECTION B OLTS FOR RAFTER TO ~2 AT BUILDING PEAK U3 COLUMN CONNECTION M33 @ HEAD PURLIN # 12 SCREW X(6 PER PANED I ~ # 14 X 7/8 , LAP TEK (3'O.C) I , , 4 TAPE ~ SEAL I R~ PURLIN 12' I~I..L PALL # 12 SCREW (6 PER PANED 1/S CLOSURE (DPIIDNAU DTR - BASE ANGLE G3c4~d4GA) 1/4'~d' NITL ANCHOR (36'OC> FINiSF£D FLOOR STEEL UTVE N TE M 19 2 RIDGE OUT Md T 2 BASE A _ VRT T,~ wsnc -o~-FOa~m nocE .n crux ~i~•. e~ws n~.~' ~,~ ~~ .~ .~ `; ~ ~ ' ~' eu~o w~T VRE BUNG MEI ~ ~` ~ I2 IlEOb.'~ ~ -is ~ 10 BLIND RIVET ~` )F AND WALL ~u ~~+ (2 ~o'o. - tm. uN.) FDR IELS OMITTED I,~x~~e uw ra INSTALLATION CLARITY. AK BOX INSTALLATION TM39 RAKE END CAP INSTALLATION TM40 4 N12x1 1/a• SDS EAVE STRUT 1'-0' O.C. ROOF (/) 5/e' X 1 1/2' A325 BOLTS C0. EAVE EXTENSION BEAM (a> 1/2' X I i/4' A301 BOLTS (EB-12) [W8xI0l N14X7/B' SDS , ROOF PANEL I'-0' O.C. ROOF COLOR IS CLOSURE GUTTER STRAP Nl2Xl 1/a' SDS (GS) SOFFIT COLOR (2) N14X7/8' SDS 1'-0' O.C. PER GUTTER STRAP ROOF COLOR EAVE GUTTER (RVEG) RETURN DOWNSPOUT (DSOs) CANOPY TRIM (CSOU SOFFIT TRIM M14X7/B' SDS cRSfT) 1'-0' O.C. EAVE N14X7/8' SDS !'-0' O.C. COLOR SOFFIT COLOR SOFFIT PANEL 26 GA, X 9' WALL PANEL RIGID FRAME RAFTER DOWNSPOUT (DS-) RIGID FRAME C0.UMN SEAL X1 SIDEWALL CANOPY DETAIL DRAWING STATUS REVISIONS VULCAN STEEL STRUCT. ATLANTIC IMA N REV. DESCRIPTIOH< DATE DTLR DATE CHKR APPD I ]FOR CONSTRUCTION PROJECT 72A x 30A x 18A Detail Pa e' [X] FDR PERMIT ONLY - [ ]FDR APPROVAL ID 16512R22 DESIGN DRAFT~DBD CHECK I ]OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE~10/11/06 SHEET l4 OF 11 ------------------ ADDRESS SOCK a9, SEC. H LOTS 1 & 2 FRAME LINE DIMENSIONS ~~5 HAIRPINS W/ 5'-0" LONG LEGS TYP ® EW COLUMNS H B ~ ~ ~~ F-7 F-8 F-6 r K G ~ ~ B H I " F-6 J ~ F-6 ~ H H F-6~ F-6 F-7 F-7 H 6 ~ I~ ~ H ~ ~6 HAIRPINS W/ 10'-0" LONG LEGS TYP ® SW COLUMNS (FOUR CORNERS) FOUNDATION PLAN ~ HAIRPIN BAR W / 90° COLUMN HOOK & S'-0 LONG LEGS z ANCHOR ~ E BOLT 2 - # 5 BARS CONTINOUS 6' X 6' - 8/8 WELDED WIRE MESH ~ ~C f ~: v ~ ~ ~6 MIL POLLY ~ ~.: •.•. ~.: •.~.r•.•'.: •.~•.. ~.~.~...,~.~ MOISTURE BARRIER •..o...:::~;•;p:•;•,::;'•-0:;'{::•;•~:•;~,..~;'?,::~'~ ~ 4' THICK I• SAND LAYER COMPACTED SO L # S BARS 8' 0/C BOTH WAYS SEE FOUNDATION PLAN SECT. A-A NOT T^ SCALE <2) #6 REBARS CONT. / 6" X 6' - 8/8 r WELDED WIRE MESH • ;,•. ,•~ 1 ' • • 5 • •' '. '. ::. ~, •^ " .. •'d • . 'p'. .. ,• 1 ~ I' ~~~z~ ~d'~--6 MIL POLLY MOISTURE BARRIER 4" THICK SAND LAYER COMPACTED SOIL ~ 2 - # S BARS CONTINOUS SECT. B-B NOT TO SCALE z ~ ~ ~o r~ ~ HAIRP IN BAR W/ 90 ° C MN HOOK aLu & 5'-0 LONG LEGS ANCHOR GENERAL FOUNDATION NOTES BOLT 2 - # 6 BARS CONTINOUS 6" X 6" - 8/8 1, ALL REINFORCING STEEL SHALL BE GRADE 60 WE LDED WIRE MESH DEFORMED BARS, 2. ALL POURED IN PLACE SHALL BE Fc P '; ~ 3. 3000 SI MIN @ 2$ DAYS. WELDED WIRE MESH SHALL MEET ASTM A-185. , .. • ... ,p - • .'•' ' ' 'fir 6 MIL POLLY 4. FOUNDATION AND FOOTING SIZING BASED ON ••o. i ; ; •o . .b .a •r~' MOISTURE ASSUMED SOIL BEARING CAPACITYOF 2500 PSF, ~ • %•~: • BARRIER 5. THE UPPER 12 OF BEARING SOIL IN FOOTING SHALL • BE COMPACTED TO 98/. OF THE STANDARD PROCTOR. . •' •" ' • •Q' • • ' • •~' • •. • . 1 4" TH K IC . 6 M IN. REINFORCING STEEL COVER AT EARTH ~ 3 " 1 SAN AY D L ER 7. SLUMP RANGE AT POINT OF DISCHARGE. 3'-6' 8. OVERLAP ALL WWF A MINIMUM OF 8'. COMPACTED SOIL 9. LAP ALL REINFORCING STEEL A MINIMUM OF 30 DIAMETERS. 10. REMOVE TOPSOIL & ORGANIC MATERIAL FROM TOP 12' # 6 BARS 10" D/ OF EXISTING GRADE. BOTH WAYS 11. PROOF ROLL OF 5' OUTSIDE BUILDING FOOTPRINT TOP & BOTTOM WITH VIBRATORY COMPACTOR. 12. FILL TO WITHIN 4' OF FINISHED FLOOR ELEVATION F T N WITH CLEAN SAND FILL. SEE FOUNDATION PLAN 13. COMPACT TOP 6" DF FILL MATERIAL TO 95% OF 14. MODIFIED PROCTOR DENSITY. (MIN) SAW INDICATED CRACK CONTROL JOINTS WITHIN - 8 HOURS OF PLACEMENT OF CONCRETE. 15. SOIL IN FOOTING TRENCHES SHALL BE FREE OF NOT TO SCALE ORGANIC MATERIAL OR CLAY; IF EITHER IS ENCOUNTERED IN FOOTING TRENCHES, REMOVE IT & REPLACE WITH COMPACTED SAND. 16, CONTRACTOR TO REVIEW FOUNDATION DRAWINGS AND CHECK FOR COMPLIANCE WITH ERECTION DRAWINGS REVISIONS DRAWING STATUS BEFORE COMMENCEMENT OF CONSTRUCTION. REV. DESCRIPTION: DAT T R AT HKR APP E D l D E C D IX] FOR CONSTRUCTION I ]FOR PERMIT ONLY ANY DISCREPANCY SHOULD BE BROUGHT TO ENGINEERS []FOR APPROVAL ATTENTION. r t nru~R rYVi e1N SAW CUT 1/8" X 1" DEEP CONCRETE SLAB •~• ~:• •. ..•, •J -•~ - •~• • ^ ^ ~ ^ . , `.,~ " , ^ SECT, C-C C Const, in Jo t NOT TO SCALE C2) #5 REBARS CONT. 6' X 6' - 8/8 WELDED WIRE MESH :•'.~: . . ., Y • r •~' •Q• . 777111~~T~ .ti . " •' i I' 6 MIL POLLY ~ MOISTURE BARRIER 4' THICK SAND LAYER COMPACTED SOIL ~ 2 - # 5 BARS CONTINOUS SECT. D-D NAT T^ SCALE ~p BLDG #1 BLDG ~2 <2) #6 REBARS CONT. z 6' 6' 6' X 6' - 8/8 ~ ~ WELDED WIRE MESH v ~ ~ ~ ...•.•::..~.~:.~';;.•.':.'~~~~ ~ ~-6 MIL POLLY ~ ;'•~'•~y~.::~:'.•~ :~~ . MOISTURE BARRIER ":Q..;'.~'.;~:~' ~ .~ .al .a . 4' THICK Q1' ~ SAND LAYER 1~ COMPACTED SOIL l2' LONG DOWEL 24' O.C. 2 - # 5 BARS CONTINOUS SECT. G-G NOT TO SCALE HAIRPIN BAR W/ 90° -'~"f~ COLUMNHOOK & 10'-0 LONG LEGS ANCHOR ~ BOLT 2 - # 6 BARS CONTIN~US 6' X 6' - 8/8 WELDED WIRE MESH u~ ~ _ '.' . '. . ' ' . ':' .' . '.'•.::'•. 6 MIL POLLY . o•.•.••'..•o•.•.~ ~••o'•'•;•: ••a,~' MOISTURE ...., ,.;....,.~.;. •. •' • BARRIER o., ..,..•O•'. R•'.' ~•'.'a• '.O••' 4' THICK .. I 1~ 1+ SAND LAYER C MPACTED SOIL #6BARS10'^/ BOTH WAYS TOP & BOTTOM HAIRPIN BAR W/ 90° '~fT ~-COLUMN HOOK & 10'-0 LONG LEGS ANCHOR BOLT 2 - # 5 BARS CONTINOUS 6' X 6' - 8/8 WELDED WIRE MESH v ~ 6 MIL POLLY i MOISTURE '•' •• BARRIER ' -' Q 1• 4' THICK I~.,~ ~ I 1" SAND LAYER ~C~MPACTED SAIL # S BARS 8' 0/C BOTH WAYS SEE FOUNDATION PLAN SECT, K-K NOT TO SCALE SEE FOUNDATION PLAN SECT. H-H NOT TO SCALE seAL REVISIONS DRAWING STATUS REV. DESCRIPTIDN~ DATE DTLR DATE CHKR APPD [X] FOR CDNSTRUCTIDN [ ]FOR PERMIT ONLY [ ]FOR APPROVAL C ]OTHER, EXPLAIN ~~ ~' ~ VULCAN ST T T ~~~ EEL s Ruc . ATLANTIC 1MFIGING PROJECT FOUNDATION PLAN DETAtLS ID 16512R22 DESIGN. CWE DRAFTS MTF CHECK: C PROJECT ATLANTIC BEACH, F'L. DATE: 11/2/06 SHEET 17 OF 17 ADDRESS BLOCK 49, SEC. H LOTS ! & 2 t :NGINEERING DESIGN CRITERIA VULCAN STEEL STRUCT. Job Number: 16512R11 End User: ATLANTIC IMAGING Job Location: ATLANTIC BEACH, FL. SEC. H LOTS t AND DESIGN PAR4METERS DATE: 11 / 8/06 NED BY:VM AILED BY:DBD BLOCK 49, CHECKED BY: BUILDING DESCRIPTION: SNOW NOMINAL WIDTH: 31 feet FLAT ROOF SNOW LOAD Pf : 0 NOMINAL LENGTH: 91 feet GROUND SNOW LOAD Pg : 0 EAVE HEIGHT, BACK S.W: 18 feet SNOW LOAD IMP. FACTOR N/A EAVE HEIGHT, FRONT S.W: 18 feet THERMAL FACTOR Ct N/A ROOF SLOPE, LEFT: 2.0:12 SNOW EXP. FACTOR Ce : N/A ROOF SLOPE, RIGHT: 2.0:12 DESIGN LOADS ENGINEER'S STAMP BUILDING CODE: FBC 04 FRAME SELF WEIGHT: INCLUDED ROOF DEAD LOAD: 2 psf COLLATERAL LOAD: 0 psf LIVE LOAD: 20 psf SNOW LOAD, ROOF: 0 psf WIND SPEED: 120 mph 3 sec gust WIND EXPOSURE: C CLOSURE "C, 0, P" : Closed IMP. FACTOR, WIND : 1.00 BUILDING CATEGORY : II SEISMIC PARAMETERS: SEISMIC USE GROUP: I SEISMIC DESIGN CATEGORY: A SPECTRUAL RESPONSE COEF. "SDS" : 0.160 (2 SEC PERIOD ) SPECTRUAL RESPONSE COEF. "S01" : 0.12 (1 SEC PERIOD ) SITE CLASS (ASSUMED) : 0 BASIC SEISMIC-FORCE RESISTING SYSTEM MOMENT RESISTING FRAME DESIGN BASE SHEAR : 0.6 HORIZ. ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE SHEETING SKYLIGHTS 26 GA. PBR PANEL ~ Golvolume ROOF N0. DESCRIPTION COLOR 26 GA. R PANEL N Saddle Ton WALL 4 3' X 10'-8 W/TRIM WHITE TR M I 26 GA. GUTTER WALL-LIGHTS 26 GA. DOWNS N0. DESCRIPTION COLOR 26 GA. Koko Brown RAKE /A N/A WHITE 26 GA. Koko Brown EAVE 26 GA. Saddle Ton CORNER 26 GA. Koko Brown ACCESS. BASE CONDITION ANGLE ^ NOTCH ^ SPC TRI TRIM ^ FL-GEE ^ NONE FLORIDA PRODUCT APPROVAL INFORMATION APPROVAL 26 GA. PBR PANEL N Golvolume FL 5346 26 GA. R PANEL ~ Saddle Tan FL 5335 3070 WALK DOOR (M) FL 2501-1 6070 WALK DOOR (HG) FL 2178_1 3' X 10'-8 W/TRIM FL SL522-R1 FRAMED OPENINGS NO SIZE DESCRIPTION 1 3' X 7' F0. 1 6' X 7' F0. 3 5' X 3' F0. VENTILATORS DESCRIPTION 9" X 10' VENTS W/BS do DMP. LINER PANELS 1. MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS BUILT-UP MEMBERS 2. STRUCTURAL PRIMER GENERAL NOTES ASTM DESIGNATION A529 OR A572 OR A570 OR A607 A570 OR A607 A572 A36 OR A572 A653 OR A792 A307, A325, AND A490 A570 SHOP PRIMER PANT IS A RUST INHIEiITNE PRIMER ANO IT'S COIOR IS RED OXIDE. THIS PNNi IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. GRADE 50 GRADE 55 GRADE 65, UNLESS NOTED FY= 36 KSI OR GRADE SO GRADE 50 A307 UNLESS NOTED GRADE 50 OR 55 STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN-OF-THE-NUT METHOD IN ACCORDANCE WITH THE NINTH EDITION RISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION 8D.1, A325 BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN-OF-THE NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED 8Y THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 4. BUILDER/CONTRACTOR RESPONSIBILITIES THE METAL BUILDING MANUF.'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUF.'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUF. STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. THE METAL BUILDING MANUF. S PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER /CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS ANO NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF METAL BUILDING MANUF.'S DRAWINGS CONSTITUTES THE BUILDER /CONTRACTOR'S ACCEPTANCE OF THE METAL BUILDING MANUF. S INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER /CONTRACTOR OR A/E FIRM HAS SIGNED MANUF.'S APPROVAL PACKAGE, CHANCES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER /CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION ANO / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION ANO / OR SHIPPING SCHEDULE, AS LONG AS THE MANUF.'S DESIGN ANO DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE ANO COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED 8Y THE MANUF. ARE TO BE CONSIDERED ANO COORDINATED BY THE BUILDER /CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANNUF.'S ASSUMPTIONS Wlll GOVERN. THE BUILDER /CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS 8Y THE BUILDING MANUF. DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUF. OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFES510NAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED 8Y THE METAL BUILDING MANUF. IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER /CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUF. S FOR CONSTRUCTION DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITI' OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. ~.-~ THE METAL BUILDING MANUF. DOES NOT WARRANT STRUCTURAL INTEGRITI' OF ANY COMPONENTS FIELD MODIFIED OR DESIGNED AND FA~tK:ATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL. WALL THICK TYPE LIN FT HT L.E.W. 26 GA "R" 0' 0' F.S.W. 26 GA "R" 0' 0' R.E.W. 26 GA "R" 0' 0' B.S.W. 26 GA "R" 0' 0' BLANKET TYPE INSULATION ODORS/WINDOWS N0. DESCRIPTION 1 3070 WALK DOOR (M) 1 6070 WALK DOOR (HG) NONE ^ BY MFG ^ BY OTHERS ^ ROOF 3 WALL 3 PAINT: RED OXID SCREWS: NO ROOF: 12x1.25 LLSD 1 WALLS: 12x 1.25 MISC. ACCESSORIES DESCRIPTION 2' PROD. PURLIN EXTENSION DRAWING RELEASE HISTORY COLOR DATE SENT PW Ir-ro-oe A PW DATE SENT B C PW D PW E F G H I K M REASON rOR RELEASE sNEETS ~-z roR coNSTRUCnoN SNEETS 3-W FOR CONSTRUCTION SHEET 1 OF 17 SPECIAL NOTE: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER /CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING DURING ERECTION, HE SHALL FURNISH, AND .INSTALL THESE TEMPORARY SUPPORTS WHERE NECESSARY. TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE METAL BUILDING MANUFACTURER. PAGES 1-14 BUILDING # 1 ENGINEERING PLAN PAGES ,1 D ~~ PT~N SAKE ... sf M P MAKE CORRECTION NOTED psf (~ REMISE AND RESU6M1 T Q R~IECTEo Chul;Glg it Doty im geneiel conformance with Aasi rt g concept of the propct eT~ (lerleral compliance witA the ildor tie ' ITS tAa cc+ntract ~ n even documents. Any action Chown is sutrject to tfi~ requirements of the pt2ns end specifications. Contractor i S fb spmslbk Tor: Dunrnsiwr!< whicA shah M confirmed ~ relekrl at the ~• job site; Fatritcation prutessst ar1ll lecA ' +ctefs~lruclrrn• CoorAi mSluls s! nation of leis w~rA with tAe! et ay gthRr ttadaa and selrstgory perfartraRCQ of Ais erort, $Il1t~FRA & AS~1ClAT ~S, iP~~. ~irr?i,t~ts - ~>,aaa~~rs ~~ ~. DRAWING REVISIONS RENSION DATE BY DESCRIPTION Dia= 5/8" ' 3 ~o N 3" fog 9p o ~ , 0 4" ao 0 2" LJ EW 1 3/4" 8 DETAIL A Dio= 5/8" ~o 3" f~f 90 ~ r~ 0 4" 0 2" L~ EW 1 3/4" See Plan DETAIL B Dio= 3/4" ~~ : ~ ~ " 3 ~ ~ " _~_ 3 8" 2" 2" SW See Plan DETAIL C Dio= 3/4" w 8" n ~ ~ " 3 ~ ~ " _~_ 3 8" 2" 2" SW 1 -2 DETAIL D 4" ~ " " a ro ~ °i A i a M B J I o a I O ~ o B o a I ~ ,~ ~.~ i : A d ~7" FRAME LINE DIMENSIONS 'N M C mC W ~. y ., ANCHOR BOLT N01ES1 VALUES GIVEN Fat BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AND OTHER FACTORS. _o" N I C ANCHOR BOLT SUMMARY Totol Bend Ont Loc Dio ien Len Proj ----- --- (in) (in) - ----- ----- (in) ----- (in) ----- 0 8 EW 5/8~ 12.00 3.00 3,00 ~! 32 RF 3/4 18.00 3.00 3.00 ._9" ~_~~ 'M M C ,. c 0 .~ m~ EI a~ N N r 0 .. C N I ''1 -111 w" mC W bN_. ~: 0 DING R2 D 2 2" +'- ANCHOR BOLT PLAN NOTE: All Bose Plates ®100'-0" (U.N.) CONCRETE LINE B' FI ISHED FLOOR WALL PANE BASE ANGLE STEEL LINE I,s cLDUSURE «z4x cDNr.> :.i 1/z. (OPTIONAL) t/4•xl' NAIL ANCHOR 1-1/2 .•i:ti~ c ~a• D/c ~ PALL FASTENS ~N12 SDS > FINISHED , ,' PROJ. BASE TRIN ' . 1 1 F,o. w1nrH (~ STEEL LINE ~- 0 0 EDGE OF CONCRETE BASE ANGLE WI1H TRIM (ND NOTCH) TYP. O.H. DOOR RECESS DETAIL CONCRETE EDGE AND BASE A T ANCHOR BO T PR TION IONS DESCR DRAWING STATUS VULCAN STEEL STRUCT, ATLANTIC IMAGING IX) FOR CONSTRUCTION I ]FOR PERMIT ONLY PROJECT 3L0 x 91.0 x IB.D ANCHOR BOLT PLAN [ l FOR APPROVAL ID 16512R11 DESIGN] DRAFT~DBD CHECK= [ ]OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE~11/ 8/06 SHEET 2 OF 1 ------------------ ADDRESS BLOCK 49, SEC. H LOTS 1 3 Z ~~w Iz~~~o6 NOTES FOR REACTIONS Bu1diny reoclione aro based on the fallowing building data: Width (fl7 31.0 Length (t) = 91.0 feve Height (ft) = 18.0 16.0 Root Slope nse/12) = 2.0 2.0 Dead Lood psl ) _ .0 Collateral Lood (psf ) 0.0 Roof Live Lood sf 20.0 Frame Uw Lood sf = 16.0 Wind Speed (mph ~ • 120.0 Win Code 3 sec ust d ( 9 ) = F C 04 B Exposure . C Cloned/Open ~ C Importance -Wind ~ .00 Importance -Seismic = 1,00 5e~smic Coeff (Fa•Sa) = 0.16 Id Description 1 DL+CL+LL 2 DL+CL+0.75LL+0.75WU 3 DL+CL+0.75LL+0.75WR1 4 0.600E+WL1 5 0.600L+WR1 6 0,600E+WL2 7 0.600E+WR2 8 0.600E+WP 9 O.BODL+WRI+WS 10 DL+CL+0.75LL+O.75w12+0.75WS 11 DL+CL+0.75LL+0.75WR2+0.75W5 GENERAL NOTES (1. APPLICATION OF ENGINEERS SEAL IS fOR METAL BUILDING ONLY AND DOES NOT RR RESENT THE PROFESSIONAL OF RECORD. (2. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE M AL BUILDING MANUFACTURER. 3. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH ATION AND LOCATION. 4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH TH15 BUILDING PLACES THE FOUNDATION. THE FOUNDATKN IS TO BE DESIGNED BY A QUALIFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. (5.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE NOTED. 6. VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS Y. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. Protection of Opening This building is located in a wind-borne debris region. Exterior glazing is assurled to be irlpact resistant and rleet the provisions of the rlissile test, or they should be protected by inpact resistant covering rleeting the regirelhents of SSTD 12, ASTM E 1686 and ASTMS 1996 or Miarli-Dade PA 801, 202, &203. Openings clay also be protected by structural wood panels having a lhin. thickness of 7/16' and rlaxiNUr1 panel spun of 8 Feet. Attachment hardware and Fastening schedule shall be in accordance with the Followa~g table, WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FDR WDDD STRUCTURAL PANELS (PLYWOOD) FASTENER FASTENER SPACING (in,)'~~ TYPE PANEL SPAN (Sft 8ft( PANEL SPAN Oft( PANEL SPAN 6Ft( PANEL SPAN (4 ft. (6 Ft, (8 ft. 8 l/8 #6 Woad Screw's l6 16 l8 9 8 1/8 #8 Wood Screw' 16 16 16 12 Double-Headed nails' l8 6 4 3 SIB 1 inch=25.4 mm 1 foot=305 mm Notes 1.) This table is based on a maximum wind speed of 130 m.p,h. (58 m/s) and mean roof height of 33 feet (10 m) or less. 2.) Fasteners shall be installed at opposing ends of the wood structural panel. 3.) Where screws are attached to masonry or masonry/stucco, they shall be attached using vibration-resistant anchors having a minimum withdrawal capacity of 490 lb. (2180 kN). 4.) Nails shall be lOd Common or 18d box double-headed nails. 5.) Where screws are attached to pre-engineered metal building components, i.e. Door Jambs, framed openings, etc,, they shall be #12 self drilling screws secured to a minimum 16 ga. material. Screws should have a min, withdrawal strength of 500 lbs. A E COLUMN LINE H V 'V FRAME LINE RIGID FRAME: ANCHOR BOLTS & BASE PLATES ----- Frm Cd --------- ----------- Mc. all Baae Plate (in) --------- Grout line Line NoD in) Wid Len Thk (in) 2 ' A 4 0.750 8.000 8.000 0.500 0.0 2 ' E 4 0.750 8.000 8.000 0.5D0 0.0 2 • Frame lines: 2 3 4 RIGID FRAME: ANCHOR BOLTS d< BASE PLATES Frm Col Mc. t Boae Plate (in1 Grout Une Line NoD in) wid Len hk (in) 5 A 4 0,750 8.000 8.000 0.500 0.0 5 E 4 0.750 8.000 8.000 0.500 0.0 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ---- Oead--- --Colloterd- ----Liw---- --Wind-L1--- --Wind_R1--- --Wind~2--- Une Une Horn Vert Horiz Vert Horiz Vert Horiz Verl Horiz Vert Horiz VM 2 • A 0.22 1.11 0.00 0.00 1.04 4.23 -5.12 -10.17 3.11 -3.90 -6.25 -8.87 2 • E -0.22 1.11 0.00 0.00 -1.04 4.23 -3.11 -3.90 5.11 -10.17 -1.98 -0.40 5 A 0.22 1.11 0,00 O.DO 1.38 5.B4 -5.12 -10,16 3,12 -3.88 -6.25 -6.66 3 E -0.22 1.11 0.00 0.00 -1.38 5.64 -3.12 -3.88 5.11 -10.16 -1,98 -0.38 Frame Column --Wind_R2--- -Seismic_L-- -Seiamic_R-- --L.nWind_L-- --LnWind_R-- ---LnSeis--- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Verl Horiz Yerl Horiz Vert 2 ' A 1.98 -0.40 -0.04 -0.05 0.04 0.05 2.06 -9.51 1.54 -8.54 2 • E 6.25 -6.67 -0.04 0.05 0.04 -0.05 -1.54 -8.54 -2.06 -9.51 5 A 1.99 -0.36 -0.05 -0.06 0.05 D.O6 2.06 -7.39 1.54 -6.42 5 E 6.25 -6.66 -0.05 0,06 0.05 -0.06 -1.54 -6.42 -1.06 -7.39 2 • Frame lines: 2 3 4 I ENDWALL COLUMN: REACT10NS, ANCHOR 80LTS, d< BASE PLATES I ------- --_--------- Column_Reoctiona (k )------------------- Out-Ot-Plane ------------------- ---- frm Cd Dead Coll Uve Wind-Left Wind-Right Wd P Wd S Ane. Bdt 8oae Plate (in) Grout Une Une Vert Vert Vert Horiz Vert Horiz Vert Horiz Horiz NoD(in) Yfid Len Thk (in) t E 0.2 0.0 1,2 0.0 3.3 2.5 -6.2 0.0 0.0 2 0.625 3.000 B.OOD 0.188 0.0 1 D 0.4 0.0 3.0 2.5 -7.2 0.0 -4.1 -2.2 2.4 2 0.625 3.000 8.000 0.188 0.0 1 B 0.4 0.0 3.0 0.0 -4.0 0.0 -2.7 -2.2 2.4 2 0.625 3.000 8.000 0.188 0.0 t A 0.2 0.0 1.2 0.0 -1.8 0.0 -1.1 0.0 0.0 2 0.825 3.000 8.000 0.188 0.0 BRACING REACTION5, PANEL SHEAR t Reactions ~k) Panel ---Wall-- Col --VTmd----Seismic- Shear Loc line Une Harz Vert Non Vert (Ib/it) L.,EW 1 D 1.8 3.4 0.1 0.2 E 1.8 3.4 0.1 0.2 F_SW E 2 ,3 3.1 2.1 0,3 0.2 R_Ew 5 Rigid Frome At Endwoll 8_SW A 3 ,2 3.1 2.1 0.3 0.2 ccel / r DRAWING STATUS VULCAN STEEL STRUCT, ATLANTIC I ~, I'N~ [X1 FOR CONSTRUCTION [ ]FOR PERMIT ONLY pROJECI 31A x 91A x 1&o ANCHOR BOLT REACTIONS [ ]FOR APPROVAL ID 1651PR11 DESIGN= DRAFT=DBD CHECK] [ ]OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE=11/ 8/06 SHEET 3 OF 17 ------------------ ADDRESS BLOCK 49, SEC. H LOTS 1 b 2 SPLICE BOLTS Splice Quon -----Bolt---- Mark Top/Bot/Int T pe Dia Len SP- 1 4 4 0 A325 0.625 1.75 SP- 2 4 4 0 A325 0.625 1.75 SP- 3 4 4 0 A325 0.625 1.75 LANGE BRACES FBxxA<1): xx=inches, <1)=one side only A - L2X2X14G GENERAL NOTES: * NOTICE TO ERECTOR * -------------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that o spreader bar be used when lifting. (B)ALL flonge braces and wind bracing must be installed prior to exterior finishes being applied. MEMBER SIZE TABLE in WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE PIECE START END THICK LENGTH W x T x LEN W x T x LEN RF1-1 7.6 13.6 0.120 193.9 6x1 4 x208.5 6x3 16 x194.0 13.6/13.6 0.164 16.8 6x1/4" x 22.1 RF1-2 12.6/ 7.6 0.120 167.4 5x1/4" x165.3 Sx3/16"x166.2 RF1-3 7.6/12.6 0.120 167.4 5x1/4" x165.3 5x3/16"x166.2 RFt-4 13.6/13.6 0.164 16.8 6x1/4~~ x 22.1 6x3/16"x194.1 13.6/ 7.6 0.120 194.0 6x1/4 x208.5 Sky Sk 9~. ~, „ y 5 -3 5 _3~ ~'~` -R26 -.,~'' RC -~. 4 4" „ 1 ..,~I-- --I~. 3 4 rye 4 alv alu 4 4 ~ G ~ pBR~ Ga. 1 _0 1 ~0 86 „ 5' ~0 2 S Sp® p® ' „ 2 5 _0» , „ ~ 9 1 4 -8 „ 2 4 -a 9/ s 7 12 12 B33A ~ ~33A 1 F ) 1) Fg34 ~ ro - - FB 4q 1 ~ _ 1 It t V •~ I ~ I 1'Z u a RF ~ RF1- 3 ~~ I ~ I ~ I ~ I ~ I ~ I o_ ~ a ~ I ;n N t~ N .- o I I I ~' ~- ~ ~, I I o a0 - I I u7 r' ~ ~. r` v ~ o ~ N o ~ I o ~ u c coo ~ ~ I I ~ ~ ~ I a~ ~ I ` o J 4-1 1/2 I o ~v - ~ ~,, I _ 4 1 1/2 M ~ ~ ~ M Clearance 31'-0" OUT-TO-OUT OF STEEL A BUILDING CROSS SECTION E FOR FRAME LINE 2 3 4 VISIONS V. DESCRIPTION] DRAWING STATUS [ l FOR CONSTRUCTION [XI FOR PERMIT ONLY [)FOR APPROVAL [)OTHER, EXPLAIN ------------------ I - / 2//l0~ w~cnn sree~ sraucr. ATLANTIC IMA IN PROJECT 3tA x 9lA x Sao BUILDING CROSS SECTION ID 16512R11 DESIGNt DRAFT:DBD CHECK PROJECT ATLANTIC BEACH, FL. DATE~11/ B/06 SHEET 4 OF 17 ADDRESS BLOCK 49, SEC. H LOTS l 6 2 SPLICE BOLTS Splice Quon -----Bolt---- Mork Top/Bot/Int Type Dia Len SP- 7 4 4 0 A325 0.625 1.75 SP- 2 4 4 0 A325 0.625 1.75 SP- 3 4 4 0 A325 0.625 1.75 LANGE BRACES FBxxACI)~ xx=inches, Cl)=one side only A - L2X2X14G MEMBER SIZE TABLE in WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE PIECE START END THICK LENGTH W x T x LEN W x T x LEN RF2-1 7.6 13.6 0.120 193.9 6x1 4 x208.5 6x3 16 x194.0 13.6/13.6 0.164 16.8 6x1/4" x 22.1 RF2-2 12.6/ 7.6 0.120 167.4 5x1/4;; x165.3 Sx3/16;;x166.2 RF2-3 7.6/12.6 0.120 167.4 5x1/4 x165.3 5x3/16 x166.2 RF2-4 13.6/13.6 0.7 64 16.8 6x 1 /4~~ x 22.1 6x3/ 16"x 194.1 13.6/ 7.6 0.120 194.0 6x1/4 x208.5 Sky ht , ~ ~ ` _ Light Sk 1.9-- _- y - -_ „ 4'-3"~~ ~~ 5~-,4 5 6 3 -'~- .R2 RC -~.. -•,4~'' 4 4" ' _3" 15'- 4 ~1e 4 at~Qtu 4 4 -~' G „ ~ pBR, ~ „ Ga. 1 -0 1 -0 ~6 5' -0 2 S , p® Fp - „ „ S 5 p , 2 - „ g 16 4 8 „ 4 -$ 9/16 2 12 _ 12 a, I N O I ~ ~ I N I i+~ i i i w i i i 4'-, , iz' 1, ~FB33C FB 4 - RF2-Z u i N c0 N r` U l~ ~ ~ c0 ~ I` A i 7 ce~ pB ~~T-~~ ~ ~ v°'i RFZ-3 ~- y r- U C NO I p Q) ~ rU r-1 00 I a ~ I ~ N N ~ ~, I I o ~ ~ C ~ I In ~ p ~ ~ I c0 o ~ U ~ '_ 4 1 1/ ~I ~ Cleoronce 31'-0" OUT-TO-OUT OF STEEL BUILDING CROSS SECTION FOR FRAME LINE 5 I s"~ A GENERAL NOTES.: * NOTICE TO ERECTOR A It is IMPORTANT that for members ~) exceeding 30 ft. in length that a spreader bar be used when hftmg. (B)ALL flange braces and wind brocing must be installed prior to exterior finishes being applied. REVISIONS REV. DESCRIPTION: l7' N I i~ 1,- $„ E DRAWING STATUS [ I FOR CONSTRUCTION Ixl FOR PERMIT ONLY [ ]FOR APPROVAL [ I OTHER, EXPLAIN VULCAN STEEL STRUCT, ATLANTIC IMA SIN PROJECT 31A x 91A x iao BUILDING CROSS SECTION 1D 1651ZR11, DESIGN= DRAFT:DBD CHECKS PROJECT ATLANTIC BEACH, FL. DATE=11/ 8/06 SHEET 5 OF l7 ADDRESS BLOCK 49, SEC. H LOTS 1 5 2 I/2'xl I/4' I A307 BOLTS <TYP. U.N.) ~o 0 I I to o) o a 2'. FLO-LOC GRIP ~~ LFLANGE BRACE lIF REQ) SEE FRAME CROSS SECTION FOR LOCATIONS 6 BOLTS TOTA ADDITIDNAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT 80TH ENDS EYEBOLT HILLSID FLAT WASHER NUT ROOF PANEL TAPE SEAL SKYLI CIIT ANEL t f t ROOF PANEL I TAPE SEAL +n sos SIRE 0 SKYLIGHT PANEL 1APE SEAL LAP SCREW ROOF PANEL TAPE SERI ~ =1 ROOF PAIN-~ SKYII CHf PAIN ~~ RIP 4' OF I NSIl- FOLD VAPOR BARRIER OVER I MSULAiI ATI ON FROM VAPER PANEL RI C BARRI EA AND fOLD VAPOR BARRIER BACK OVER STEEL PANEI INSULATION OPf l ONAI INSULATION TRI M END LAP WI TH I NSULATI ON SI DE LAP WI TH I NSULATI ON w~ ~ip WN J t M •I N N M Ip ~ in ~ IGH I A{V L„ ~ 8 2 t LJ ~31> r ~ ,GH l' " rt 2 ~ • I M1 I ~ I ~ ;n r ~ •) N ROOF SHEETING PANELS: 26 Go. PBR Golvolume LAP 1 -1 3/4 1 -t 3/4 ROOF FRAMING PLAN REVISIONS I'-t 3f,~ 1 -t 3/4" ////, DRAWING STATUS [ I FOR CONSTRUCTION [XI FOR PERMIT ONLY I l FOR APPROVAL [ l OTHER, EXPLAIN ------------------ VULCAN STEEL STRUCT. PROJECT 31A >< 9lA ^ IB.O ROOF FRAMING ID 16512R11 DESIGN= DRAFT=DB PROJECT ATLANTIC BEACH, FL. DATE= ll/ 8/06 St ADDRESS BLOCK 49, SEC. H LOTS ! 6 2 CHECK= 6DF17 '_n"nl Ir. ~~- " -~ RF 1-1 RF l-1 RF I-1 RF2- I I" WI P-1 T -2 T _ T P-3 T 'A C G ~4 ER-1 RFI-2 RFI-2 RFt-2 I ~~ wl -5 C Q Q -I YP - YP - YP 1'I I ~ ' ~ _~ ~ ER-2 RFl-3 RF1-3 RFi-3 I L a II ~A ~4 W N W a ~ ~~ U l V1 N ~ t~ M W =a t0 W I~ in ~ ~N 8 r- I P-2 on~J[ I J 8X25ZI4 LJ - I V I L 25'-0 12" P-3 8X25Z13 23;-10 1 ~" E-1 8ES16-1 24-8 1 2 E-2 8ES16-1 22~-8 i/2" CB-4 0.250CBL " 25 -2 rR_~ n ~Snral ~~'_a" 36' t01QNAL CDYERAOE 4• r Mppt RIH ~'~ ~' i-1/~• 3/16• 'PBR' ROOF PANEL PROFILE SETA0. 'A' ~u K1au rAs 112 ![IgEN TA= PANEL ~ASTEIER SPACdG Ai EAV[ STSIITS EN0.APS. Al11 RiGGE. Ill STR~ ~OIEItS~1" TAPE MASTIC ~.:~• 'PHR' RAF PANEL ATTACHMENT DETAIL ATLANTIC IMA I `~~ a ro I in a a '" O I ~ 4'-1 1 /2" a I EC-4 GIRT LAPS 4 S ^ C O BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS FLO-LDC GRIP EYEBOLT-~ HILLSIDE FLAT - WASHER ~t~-A"A11T_TA-AI IT A[ CT[[1 0 2 3 4 22'-9" 22'-9" 22'-9" 22'-9" I6 E_1 E_ ~ E-2 ,'-2" r 2 vrn DTR LV -J ~ 11'-3" IMLI TM21 3 CTR 18'-2" TM29 4 ICR 18'-2" 5 VRE 6" TM40 6 GS03 2'-3" 7 SET 20'-3" TM12 R SFT 1'{'_~" 7ut~ G- I E-2 CiW 10- I 8ES16-1 L4~-if 22 -8 1 /Z" 1/2 G-3 SX25Z16 ~ 23 -10 " 1/2 G-4 8X25Z15 ~ 23 -10 " 1 2 G-5 8X25Z16 , 25 -0 1 2 BUILDING #2 G-4 G-5 G-5 G-3 I 36' NONg1AL COVERAGE I I G-4 G-5 ' 3 4' ~ ~ I• N NA.pt RII INpt R1B G-3 G-5 G_g -3 t-v~• ~~• BA -----------I ----------- I ------------ I------------- I - 4 RF1-4 ~~'~ 7/T• 1'-1 J/!' SIDEWAIL FRAMING: FRAME LINE E 4 4 RF2-4 4 a a a a a : a s a s a : e a a : : a a a a a x a e a a a e a O I O I O 1 O I O I O I O ( O I O I O I O I O i O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O O I I iq r c0 ~ 00 r 00 r a0 r OD r GO r 0p ~ 00 ~+ 00 r 00 r CO r W .- QO r u0 ~- GO r c0 ~- a0 ~- 00 r Op ~ u0 ~- op .- o0 r 00 '- GO r OD ~- N r 00 r 00 r 00 a0 ~ ~//~~~ ~ ~ DING #2 / , Z SIDEWALL SHEETING & TRIM: FRAME LINE E PANELS: 26 Co. R - SoGtlie Ton 'R' VALL PANEL PROFILE pETAIL L1 1 '"' I ' '~tlt l[alElll rASTE![as Peas rASmrEa sPACnc AT arTER~caATC crtT: ~.u rAsnaadl PANEL FASTENER SPAlttNG AT EAVE STaUTS t:NOLAPS. A10 MSE. 111 Si1T~FAS~TE1[RS ~~~ 6E1AL ,A• 'R' WALL PANEL FASTENER LAYOUT GENERAL NOTES: REVISIdNS DRAWING STATUS VULCAN STEEL STRUCT. AT AN ~ ~-`'~~ F R r r N L TIC IMA INS 1. IF CABLE BRACING WIND BENTS WIND COLUMNS OR W K AXI I REV. DESCRIPTION= DATE DTLR DATE CHKR APPD [ ] D CONS RUC 10 pROJECT 31A >< 91.0 >< teo SIDEWALL FRAMING EA S DES GN OF [X] FOR PERMIT ONLY SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM [ ]FOR APPROVAL ID 1651PR11 DESIGN= DRAFT=DBD CHECKi PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING [ ]OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE=11/ 8/06 SHEET 7 OF 17 SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. ------------------ ADDRESS BLOCK 49, SEC. H LOTS 1 & 2 1/2'x1 1/~' A307 BOLTS 1~ t-FLANGE BRACE (IF REQ) SEE FRAME CROSS SECTION FOR LOCATIONS 6 BELTS T~TA ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY a 0 I 1 N RF1-4 I'-~ 1 -1 3/4' RF1-4 t'-t 1 -1 J/4' 1/2'xl 1/4' A307 BOLTS I° I I to of 0 -~----'iii ~`~ L-FLANGE BRACE (IF REO) SEE FRAME CROSS SECTION FOR LOCATIONS 6 BOLTS TOTA ADDITIONAL HOLES ARE PRESENT FDR ALIGNMENT PURPOSES ONLY 1'-4 r-TT BUILDING #/ 1 1 L 0 a~'_n"nur_rn_nur nr crrcl 0 11 N 4 3 2 22'-9" 22'-9" 22'-9" 22'-9" - E-2 E-2 _3 I6 GIRT t'-1 ~ 1'-1 LAPS t -t 3/1' 1 -1 3/4' t'-1 t -t 3/4' SIDEWALL FRAMING: FRAME LINE A I BUILDING #2 4 P 4 4 4 t t t e t t t t t e e t e t t : t t e t t t t t t t t t t t O I O I O i O I O I O I O I O i O I O I O I O I O I O I O I O i O I O I O I O I O I O I O I O i O I O I O I O I O I 0 0 I I ~ r ~ r ~ r ~ r ~ ,- ~ ~ ~o r ~ r ~ ~- ~ r ~ r ~o ~- ~ r ~ ~ ~ r ~o ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~- ~ ~ ~ r ~ r ~ r ~ r ~ r ~ ~ SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Co. R - SaOdle Ton GENERAL NOTES: 1.) IF CABLE BRACING, WINO BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF IDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. REVISIONS DRAWING STATUS [ ]FOR CONSTRUCTION [ ]FDR PERMIT ONLY [ ]FOR APPROVAL [ ] OTHER, EXPLAIN ------------------ 4'- t I e O I I ~ 1 1/2 N I iM s I 0 I 2 UIR DTR [V -J 11'-3" IMLI TM21 3 GS03 2'-3" 4 CTR 18'-2" TM29 5 VRE 6" TM40 7 SET 20'-3" TM12 8 SET 13'-3" TIU12 ~-c E-3 aw I v- I 8ES16-1 cc~-o I / ~" 24 -8 1/2 G-3 8X25Z16 ~ ~~ 23 -10 1/2 G-4 8X25Z15 , „ 23 -10 1 2 G-5 8X25Z16 25'-01 2" ra_ ~ n z t oral ~A'_~„ ATLAN PRUJEGT 31A >< 91.0 >< IB.O SIDEWALL ID 16512R11 DESIGN PROJECT ATLANTIC BEACH, FL. DATE~1l/ ADDRESS BLOCK ~9, SEC. H LOTS 1 6 2 AL V 6 TIC IM GI G FRAMING DRAFT. CHECK 06 I SHEET BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS FLD-LDC GRIP CABLE EYEBOLT HILLSI FLAT WASHER NUT I I I I eJ u RF2-1 RF1-1 RF1-1 RF1-1 EC-1 i_ '-0"OUT-TO Q2" 12 2"~ 12 8 0 E 6 3 4 5 0 3 ~ 5 I 2 UIR DTR LV -J 11'-3" IMLI TM21 3 VRT 16'-0" TMit 4 HT 16'-0" 5 OAT 16'-0" 6 VPB 1'-4" TM39 MEMBER TABLE FRAME LINE i M K PA LENGTH EC-1 8x35C16 16 -8 1 EC-2 8x35C13 18~-3 3/4N EC-3 8x35C13 18 -3 3/4 EC-4 8x35C16 , " 16 -8 1/8 ER-1 8x25c16 , 15 -8 9/16 ER-2 8x25c16 ~ " 15 -8 9/16 G-1 8X25Z16 9 -6 G-2 8X25Z16 9'~4 1/2" CB-1 0,312CBL 19 -7 ra_~ n ~T~ral ~~~_n" r _ J 1 _ ~ ~ ` ~ rr ~ 1 ~ 1 i Q R ~ ~ t ~ ~ "~ I I I "~ Cn : rn ~ I I O O O I I M Q- I ~ ~ N N N N N ~ ~ I Op ~ ~ ~ OD 1 2 ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. R -Saddle Tan `""` CYEDDLT Fro-sac cR ~Tm ei HILISIBE VASIE FLAT V ~~` NUT ~~ CABLE BRACE DETAIL NDTE~ HILLSIDE VASHER, EYEB0.T, RD-10C, i FLAT VASFER, 1 NUT ATTACHED TD CABLE BY FACT(XtY. I GENERAL NOTES: 1. IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS E N DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL ANO ROOF PANELS ARE INSTALLED. VISIONS V. DESCRIPTIDNI DRAVING STATUS F R TRUCT DN I J D CDNS I VULCAN STEEL STRUCT, ATLANTIC IMAGI G ~ [XJ FDR PERMIT DNLY pRDJECI a1,o >< 91.0 >, 1eo ENDWALL FRAMING I J FDR APPROVAL ID 16512R11 DESIGN= DRAFT=DBD CHECK= [ J OTHER, EXPLAIN ------------------ PRDJECI ADDRESS ATLANTIC BEACH, FL. BLOCK 49, SEC. H LOTS 1 DATE: 11/ 8/06 & 2 SHEET 9 OF 17 ENDWALL RAFTER ~- SEE ENDWALL DRAWING FOR BOLT DIA AND TYPE, F1~ RAFTER SPLICE AT SURFACE CHANGE E A EC-1 EC-2 EC-3 EC-4 ENDWALL FRAMING: FRAME LINE 1 ,- _a ~~ ,Q2" 12 BUILDING #2 31'-0"OUT-TO-OUT CL~- ~ __ -__ ~ ~' ~~~ RFZ-2 1 RF2_z I I i I I I ENDWALL FRAMING: FRAME LINE 5 GENERAL NOTES: (1,) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. VISIONS 2"~ 12 4 4 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~--------------------------J ENDWALL SHEETING & TRIM: FRAME LINE 5 [ ]FOR C(JNSTRUCTION [X] FOR PERMIT ONLY [ J FDR APPR~VAI [ J OTHER, EXPLAIN ------------------ VULCAN STEEL STRUCT, PROJECT 3t,o x 91A x la0 ID 16512R11 PROJECT ATLANTIC BEACH, FL. ADDRESS BLOCK 49, SEC. H L[ ATLANTIC IMAGINQ ENDWALL FRAMING DESIGN: DRAFT~DBD CHECK+ DATE 11/ 8/06 SHEET 10 OF 17 162 GIRr 1RT C-7 CLIP OPNG JAMB BOLTS: 1/2 x 11/4 A-307 WALK DOOR T ~ TOP OF JAMB TO GIRT WD C N N M IRT CLIP OPNG JAM BOLTS: t/z x t IM A-307 TOP OF JAMB TO GIRT T2 ~- JAMB CL o ~ O OPNG. 0 GIRT BOLTS: I/2 x 11/4 A-307 G 1 GIRT TO WALK DOOR W D JAMB CONNECTION 1 3/~' OPNG. 5/B' ANCHOR BOLT C , BASE CLI BOUT: 1/2 x 1 i/4 A-307 WALK DOOR B1 JAMB BASE @ FIN. FL. W D CNN CTION C3) FIELD LOCATED 3070 WALK DOOR SUB-JAMBS .. N i G1Ri C JAMB PLEADER CL~ CL A OPNG. BOLTS: 1/2 x 1 1/4 A-307 HEADER TO JAMB 1 CONNECTION JAM OPNG. CLIP IRT BOLTS 1/2 x 1 1/~ A-307 JAMB BASE TO GIRT B2 NN ON n 1. SEE FRAMING ELEVAi/GNS FOR HEAD TRI)AHTXS GJRT QV1ANilT1' AND ELEVATIONS JAMB TRIM~JTRX3 ~. SEE DETAILS FOR BOLT AND Slll iR1MHTX5 FRAMING REQUIREMENTS. a FIELD CUT AND YORK G1RTS, PANELS, AND iR1N AS REQUIREA CI) FIELD LOCATED 6070 WALK DOOR SUB-JAMBS C4) FIELD LOCATED 5' x 3' FRAMED OPENING BX3/SCHIb lWH-P) ~N10 x 1' SDS I'-0 D.G lTl'P) ~JRT MELD CUT FLG F NECESSARY) 1. SEE DETAILS FOR BOLT AND HEAD TRlM<HTX3 FRAMING REQUIREMENTS JAMB TRIM;JTRX7 2. FIELD CUi AND WORK GIRT$ PANELS, AND TRIM AS REQUIRED. 1. SEE DETAILS FDR BOLT AND HEAD TRIMHTX6 FRAMING REQUIREl~NTS JAMB TRiM JTRX7 2 FIELD CUT AND WDRK G1RT5, PANELS, AND TRIM AS REQUIREA GIRT 2" 2" A 12 B D 1 E ~ ~ t r ~ ~ 1 ~ v n v n u n v n ~ ~ v N I N I I O I O I t O I ~ , QI N N N N Q 4 4 4 n r'~ r'~ ~ r'~ n o r'~ n n ~ n n n n a v ~ v ~ v ~ v n v .. ^ ~ 0 v 0 v 0 v 0 v 0 v 0 v 0 v o v a v R is s a a ~o a co io ~p ; : ~o s m s ~ a cn - io t m s co s ~o e ~ I I I I - I ~ I I I I I I i I I ° I . co bo ao co co 0 co co ~ co 0o co co co ao 4 ENDWALL INSULATION: FRAME LINE 1 4 9 P SIDEWALI INSULATION: FRAME LINE E 9 4 ,~ a V .. o ~./ ., 0 V ., 0 V .. 0 V ., 0 V ., 0 ~I .. 0 \I ., n V .. n V .. n V r. 0 \/ ., n ~./ ., o ~/ ., m ~/ ..~ a V : m I in I t co I s m 1 a co I s cc I e m I t cn I s co I t m I s cc I s so I a a I a ~ I t co I t co 1 I oD r (A r CO ~- GO '- u0 ~- a0 '- 00 ~- CO ~ CO r v0 ~ 00 ~ CD r GO ~- GO r 00 ~ . GO ~ LEGEND: 112'-6" (i) Length (Roll ~) SIDEWALL INSULATION: FRAME LINE A END OF BUILDING PLATE WELDED 1/2' SIDEWALL GIRT TO RAFTER Mil S. D. SCREW SHEET A-~,LE Rota ~~ (2) 1/2' X 1 1/4' ROpp~~ I OLTS (1YP ~7 ENDWALL GIRTS 3 3/4. 1/1' CORNER COLUMN ENDWALL GIRT (2) l/E' x 1-1/~' A307 Ba,T/NUT PURLIN ENDWALL RAFTER C-5 CLIP 1/'c'xl I/4' A307 BOLT W/NUT A307 BOLTS 2 - 4l2 S. D. CREWS END OF °- ° - - - - - C-5 CLI ° + -- --- - -- -- BUILDING ~ ~ ro e s o BOLTS, SEE EN ALL e e e e • ~ / , FT R R ID QA FRAMING PLAN ~ o • e e ` L fl,ANGE gtACE • ~ lIF REQUIRED) RAFT R BR , ENDWALL COLUMN 3 3/ ' ENDVAU / RAFTER I C-5 CLIP ~ ENDWALL tS>LUIMI AS SECTION THRU ENDWALL RAFTER 10 ROOF PURLIN TO EXPANDABLE ENDWALL rat sxa+°, tv° M°T ~` `aCD' B4 ENDWALL RAFTER TO COLUMN ENDWALL GIRT TD C1 COLUMNS GIRT TO CORNER D1 COLUMN RIGID FRAME ROOF ~ 1/2'x11N' l 3/4' PURLI I A307 BOLTS (TYP. UR) I ° ° I GABLE DOOR JAMB I t o o f o o - - - - - - - - - - - RAKE EAVE STRUT ANGLE ENDWALL - - - FRpp~~ 412 S, D. SCREW RAFTER C0.UNN -------~---------- ° 0 0 v l/2'x1 1//' 0 0 ~ I/2' X 1 l/1' • a A307 BOLTS RIGID FRAME o o RAFTER~~ FLANGE BRACE A307 B0.T/NUT (IFREQ) ---------------- o . ~ SEE FRAME CROSS 0 o SECiIat TOR LOCATI c_7A a 0 6 BOLTS TOTA - e -' - °-• - - - - BASE PLATE ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY SEE ENDWALL DRAWING FOR BOLT DIA AND TYPE. WALL GIRT VELDED BOLTS, 0.5' 0' (TYP) x 1 BASE PLATE FOR E6 F10 RAFTER SPLICE AT SURFACE CHANGE ROOF PURLIN TO G2 . PLATE GIRT TO FRAME CO MN H2 WA ENDWALL RAFTER I6 R A D00 J MB OR ENDWALL COLUMN RIGID FRAME LL LU EAVE STRUT TO ENDWALL RAFTER SIDEWALL COLUMN PC-i OF REO) SEE ROOF FRAMING SAVE STRUT Fat LOCATION SLOT IN WEB TO INSE CASE FLO-LOC GRIP Cq ~ ~ RIGID FRAME HILLSIDE WASHER AND EYEBOLT - RAFTER WEB II C<>LUMN NUT II HILLSIBE VASHER II ® 0 EYEBOLT 0 0 II ® ~ FLAT VASHER NUT EYEBOLT 0 0 II l/2'x1 l/~' fIANGE A307 HOLTS EXTENSION CARL 1LLSIDE WASHER COLUMN OR SLOT IN WEB TO FLAT INSERT HILLSIDE WASHER WASHER F; EYEBOLT ANCHOR BOLTS BASE PLATE AFTER WEH FLO-LOC GRIP PLAN ELEVATIW EAVE STRUT TO J~ RIGID FRAME DIAGONAL CABLE EYEBO T N Q1 L E D DIAGONAL CABLE Q~ EYEBOLT END AN H R T AT W R2 C D BOL S SIDE ALL COLUMN #12 SCREW # 12 SCREW w4LL PALL BASE ANGLE #14 X 7/8' I/S CLOSURE _ G'x4 4 A) LAP TEK DIE-FOa,+EO moc~ T°PE ""~'~ ~""'~ JTR 6 EACH PER PANE DIE FORMED '~ G CTR 'i~ ,i4•. egos RIDGE CAP # l2 SCREW ~ (20 D.CJ WALL PANE 4 6 PER PANED WALL vRr ROQF PANEL p)~ PANEL # 12 SCREW I I (6 PER PANED V4'~d' PANEL „~ F, #14 x 7/8 # 14 X 7/ # 4 X 7/8 NAL ANCHOR I"'~°M"'~`1°- LAP TEK I 1 ~" sma LAP TEK LAP TEK (36 O C ) ~------- ----- 3'-0' a.G -'~ I vsaOSURE ~--- --- ----- I (3 QG (3 O,G) I RN~D ~ cwxK vre (DPiIONAL) FLOOR I I STEEL LINE TAPE SEAL # l2 SCREW I STEEL LINE I I 6 PER PANEL i DTR e ~ SET TAPE 4' 4' TAPE ,~ e ~ ~ ~ ~ ~~' I I SEAL I SEAL I • ` I EITHER SIDE OF CORNER IS #14 x 1/ I I I OPEN WALL OR OPEN BAY AREA LAP TEK I I WALL euho nn~ (~ "E0•°', ~ ~ @ 24' O.C. PAN I ("~0'°• ~` ~ I ROOF ROOF STEEL uNE EL I ~~ ~- EAVE STRUT p~IN PURLIN TE NOTE: wx~ r 14--- STEEL LINE ROOF AND WALL (z acoro. -,n. urn) 12' M ( I PANELS OMITTED ~~4z~ro w me 12' M30 WALL PANEL f0R cLAR'TM• I @ CORNER_OUT_OPEN M 12 M 19 M3 M 29 PEAK BOX INSTALLATION TM39 @ EAVE_SET_W/O GUTTER @ RIDGE_OUT a BASE_A_T @ CORNER_OUT_R VRT 0 0 ~^^~ ~~~ ~ 0 0 TOP BOLTS, SEE DRAWING FOR SIZE. BOLTED END PLATE 0 0 TIC BOLTS SEE RAKE TRIM 0 0 ..--INTERMEDIATE ~I.TS, TOP FLANGE , 0 0 DRAWING FOR SIIE. fVRT) VRE THE NUMBER OF TOP OR BOTTOM BOLTS 0 0 ..-.INTERMEDIATE BOLTS, GREATER THAN FOUR. YEB THE NUMBER W Tt~ 0 0 BOTTOlI BOLTS, SEE OR BOTTOM B0.TS GREATER THAN FOUR. (• x 1 !0 BLIND RIVET p c DRAWING foR SIZE. 0 0 A 07 BOl FOR EXTENSI~I BEYOND FLANGE IS BOTTOM BOTTp~1 BOLTS, SEE 0 0 INSTALLATION OPTIONAL AT i~ TT a BD oM FL~GE DRAWING f(Bt SIZE. RAKE END CAP INSTALLATION TM40 BOLTED END PLATE CONNECTION U2 B u3 OLTS FOR RAFTER TO AT BUILDING PEAK COLUMN CONNECTION #1PX1 1/4' SDS 1' O.C. PEAK PURLINS ROOF SHEETING # 12 SCREW / [ S CLOSURE ENDWALI 6 EACH PER PANE 4~ BLIND RIVITS 1 O.C. I ROOF PANEL ' X 1 ~' T T TRIM I I #14 x 1/8 A3 5 BOL S 4) LAP TEK I 3`-0' O.C. ' " TAPE SEAL ENOVALL ~ PE1 PURLIN EXTENSION #12X 1 ~' SDS 3 EA. PURLIN SOFFIT Q RIDGE FLASHING (RFRC #14X 'SOS EAC HIGH RIB SOFFIT PANEL PE3 SOFFIT AT RIDE EAVE STRUT WALL PANEL E2 @ EAVE_CANOPY # 12 SCREW 6" D.C. 1 5 91 -0 STEEL LINE TO STEEL LINE BLDG 1 BLDG #2 Z 3 4 22'-9" 22'-9" 22'-9" 22'-9" FRAME LINE DIMENSIONS 2'-0" 3' 6" 3'-6" F D f- F Q Q oA , N . ( ~ I- ~ I- ~ I- L ~ LD F-3 - - L- i~ F-1 F-1 F-1 F-4 I I 4'-S" L ~ F F ~p I in J ~ r- W eo o, F- F- 2 I- ~ ~ BUILDING #2 G G o ~ ~- c ~ ° o I I o ~ ~ #5 HAIRPINS W/ I ~ 5'-O" LONG LEGS ~ a A TYP ~ SW. & EW. I ° o F-2 o ~ J I io " J i M iD D 0 ~ F -l F ~- L J F-1 F-1 F-1 F-4 F-3 - - - ~ ~ o -~ ° - ----- -~ ~------- ----1 I--- ----J ~- ----- - - - - - -- -- W W o -~ J J F F CONT. 18'-0" 18'-0" 18'-O" 18'-6" 18'-6" JOINTS 1 5 SEAL FOUNDATION PLAN REVISIONS DRAWING STATUS VULCAN ST TRLICT. AT AN M N EEl S L TIC I MAGI G REV, DESCRIPTION= DATE DTLR DATE CHKR Appp [X] FOR CONSTRUCTION PROJECT 31A M 940 x18A FOUNDATION PLAN [ ]FOR PERMIT ONLY [)FOR APPROVAL ID 16512R11 DESIGN= CWE DRAFT= MfF CHECK= CWE [ ]OTHER, EXPLAIN PROJECT ATLANTIC BEACH, Fl. DATE= 11/2/06 SHEET 15 OF 17 ------------------ ADDRESS BLOCK 49, SEC. H LOTS 1 sf, 2 i~ ~ HAIRPIN BAR W/ 90° ~'-fT .-COLUMN HOOK & 5'-0 LANG LEGS ANCHOR BpLT ~ ~ 2 - ~ 5 BARS CONTINOUS / $ r WELDED WIRE MESH 6 MIL POLLY ~ MOISTURE BARRIER •• Q 1~ 4" THICK 1, SAND LAYER COMPACTED SOIL # S BARS 8' 0/C BOTH WAYS SEE FOUNDATION PLAN SECT. A-A NOT TO SCALE z a r-i ~ ~ .--1 <2) #6 REBARS CONT. / 6" X 6" - 8/8 r WELDED WIRE MESH . ~' •' ~' y •,.. ,•,. 1 • ' ~. .~' .Q. ~~ " t 1 ,•. ~ 1" .~ 6 MIL POLLY MOISTURE BARRIER 4' THICK SAND LAYER COMPACTED SOIL ~- 2 - # 5 BARS '_-Q" CONTINOUS SECT. B-B NOT T^ SCALE Z ~ ~ SAW CUT 1/8' X 1' DEEP CONCRETE SLAB •~1: .. . . ~:~ ~' ; . ^ . •^ ~ •^ • ^ r " ~ ' • , • ~ I ' 1 ~~ ~ . ~ • SECT. C-C C Const. Joint ) NDT TD SCALE (2) #5 REBARS CONT. 6'X6'-8/8 WELDED WIRE MESH •,. .. •,. ~'• .. ,~ .;o- .Q. '; ' " i'• i ~ 1" 6 MIL POLLY ~ MOISTURE BARRIER 4' THICK SAND LAYER COMPACTED SOIL ~ HAIRPIN BAR W/ 90 ° M HDDK COLU N & 5'-0 LONG LEGS 2 - # 5 BARS '- " CONTINOUS ANCHOR GENERAL FOUNDATION NOTES BOLT 2 - # 6 BARS CONTINOUS 6' X 6' - 8/8 _ 1. ALL REINFORCING STEEL SHALL BE GRADE 60 WE LDED WIRE MESH ' DEFORMED BARS. 2. ALL POURED IN PLACE SHALL BE Fc 3000 PSI MIN @ 2$ DAYS. • • , , • • NOT TO SCALE 3. WELDED WIRE MESH SHALL MEET ASTM A-185. ~ , _ , ; : ~ •.'•' 6 MIL POLLY 4, FOUNDATION AND FOOTING SIZING BASED DN i :',' • .• MOISTURE ASSUMED SOIL BEARING CAPACITYOF 2500 PSF. ~ •::~: • ' ' ' ~ ' BARRIER 5. ' THE UPPER 12 OF BEARING SOIL IN FOOTING SHALL •'~ • ' • •Q' • '• ~ " • • o• • . ax . ' • •~ • •. " 1 • 4 THICK BE COMPACTED TD 98/, OF THE STANDARD PROCTOR, 6 " MIN. REINFORCING STEEL COVER AT EARTH : 3 " 1 AN S D LAYER 7, SLUMP RANGE AT POINT DF DISCHARGES 3 -6 8. OVERLAP ALL WWF A MINIMUM OF 8'. COMPACTED SOIL 9. LAP ALL REINFORCING STEEL A MINIMUM OF 30 DIAMETERS, 10. REMOVE TOPSOIL & ORGANIC MATERIAL FROM TOP 12' # 6 BARS 10" D/ DF EXISTING GRADE. BOTH WAYS 11. PROOF ROLL OF 5' OUTSIDE BUILDING FOOTPRINT TOP & BOTTOM WITH VIBRATORY COMPACTOR, 12. FILL TO WITHIN 4' OF FINISHED FLOOR ELEVATION WITH CLEAN SAND FILL. SEE FOUNDATION PLAN 13. COMPACT TOP 6" OF FILL MATERIAL TO 95% OF 14. MODIFIED PROCTOR DENSITY. (MIN) SAW INDICATED CRACK CONTROL JOINTS WITHIN - 8 HOURS OF PLACEMENT DF CONCRETE. 15. SOIL IN FOOTING TRENCHES SHALL BE FREE OF NOT TO SCALE ORGANIC MATERIAL OR CLAY IF EITHER IS ENCOUNTERED IN FOOTING TRENCHES REMOVE IT & ~ ~ REPLACE WITH COMPACTED SAND. 16. CONTRACTOR TO REVIEW FOUNDATION DRAWINGS AND CHECK FOR COMPLIANCE WITH ERECTION DRAWINGS REVISIONS DRAWING STATUS VULCAN STEEL STRUCT. ATLANT I BEFORE CDMMENCEMENT DF CONSTRUCTION. REV, DESCRIPTION: DAT E T R D L ATE D CHKR APP D [X] FOR CONSTRUCTION [ ]FOR PERMIT ONLY PRDJECT FOUNDATION ANY DISCREPANCY SHOULD BE BROUGHT TO ENGINEERS F R P [ ] 0 A PROVAL ID 16SI2R11 DESIGN CWE ATTENTION. r ~ nruce rYp~ erti oo~ ~['/`T eT~ eu»r er.ru ri n.rr .. ,.,, BLDG 1t1 BLDG i~2 C2) #6 REBARS CONT. z 6' 6' 6'X6'-8/8 ~, ~ WELDED WIRE MESH v ~ .::.~cl~::':; ~•.:`:;:`.~::'; • :::;;' ::•'' : ~ 6 MIL POLIY ~ ;';~'•.~_~.'::~:'.•~ :~• . ,~ MOISTURE BARRIER ':''.o:'•.:~•;::.:;:p;:•' .~d~,~d~ 4' THICK '~ Q1' ~ SAND LAYER 1~ COMPACTED SAIL 12' LONG DOWEL 24' O.C. 2 - # 5 BARS CONTINOUS SECT. G-G NOT TO SCALE HAIRPIN BAR W/ 90° ~f~ .-COLUMNHOOK & 10'-0 LONG LEGS ANCHOR ~ BOLT 2 - t~ 6 BARS CONTINOUS 6' X 6' - 8/8 WELDED WIRE MESH "~ ~ ~ '~ ~ ~ ~ ~ ' ~ ' 6 MIL POLLY ~ - ..d.~.•••' .••o•.•.. •.•;o•.•.~••' .•a,~' MOISTURE Sr.:....., .•.: • .:. ;.', :..,:. ~;.', .•..,:. ~'~' BARRIER Q1' ~ 4' THICK 1• SAND LAYER COMPACT D SAIL # 6 BARS 10' ^/ BOTH WAYS TOP & BOTTOM HAIRPIN BAR W/ 90° 't''TrCOLUMNHOOK & 10'-0 LONG LEGS SEE FOUNDATION PLAN SECT. H-H ANCHOR BOLT 2 - ~ 5 BARS CONTINOUS 6' X 6' - 8/8 WELDED WIRE MESH v ~ 6 MIL POLLY i MOISTURE .'~.:': ~.:':.: •.•:: .•'.: .:: ~.•.:: ••• ~ ~ ~ BARRIER •:3''~•:?~ :~~:fl~ :':~ ~ : ~'a ~'.':'~ :~•'o,•'~'.':?~ ~~ 4' THICK • ~ 1, SAND LAYER COMPACTED SAIL I~... ....I 1, # 5 BARS 8' 0/C BATH WAYS SEE FOUNDATION PLAN SECT. K-K NOT TO SCALE NDT T^ SCALE t :NGINEERING DESIGN CRITERIA VULCAN STEEL STRUCT. Job Number: 16512R11 End User: ATLANTIC IMAGING Job Location: ATLANTIC BEACH, FL. SEC. H LOTS 1 AND DATE: 11 / 8/06 BY:VM SPECIAL NOTE: BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT BRACING IS INSTALLED. BUILDER /CONTRACTOR IS RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING DURING ERECTION, HE SHALL FURNISH, AND INSTALL THESE TEMPORARY SUPPORTS WHERE NECESSARY. TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE METAL BUILDING MANUFACTURER. BLOCK 49, Icr+eo~€fi'er: 2 :SIGN PARAMETERS BUILDING DESCRIPTION: SNOW NOMINAL WIDTH: 31 feet FLAT ROOF SNOW LOAD Pf : 0 NOMINAL LENGTH: 91 feet GROUND SNOW LOAD Pg : 0 EAVE HEIGHT, BACK S.W. 18 feet SNOW LOAD IMP. FACTOR N/A EAVE HEIGHT, FRONT S.W: 18 feet THERMAL FACTOR Ct N/A ROOF SLOPE, LEFT: 2.0:12 SNOW EXP. FACTOR Ce : N/A ROOF SLOPE, RIGHT: 2.0:12 DESIGN LOADS ENGINEER'S STAMP BUILDING CODE: FBC 04 FRAME SELF WEIGHT: INCLUDED ROOF DEAD LOAD: 2 psf COLLATERAL LOAD: 0 psf LIVE LOAD: 20 psf SNOW LOAD, ROOF: 0 psf WIND SPEED: 120 mph 3 sec gust WIND EXPOSURE: C CLOSURE "C, 0, P" : Closed IMP. FACTOR, WIND : 1.00 BUILDING CATEGORY : II SEISMIC PARAMETERS: SEISMIC USE GROUP: I SEISMIC DESIGN CATEGORY: A SPECTRUAL RESPONSE COEF. "SDS" : 0.160 (2 SEC PERIOD ) SPECTRUAL RESPONSE COEF. "SDI" : 0.12 (1 SEC PERIOD ) SITE CLASS (ASSUMED) : D BASIC SEISMIC-FORCE RESISTING SYSTEM MOMENT RESISTING FRAME DESIGN BASE SHEAR : 0.6 HORIZ. ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE SHEETING I SKYLIGHTS PAGES 1-14 BUILDING # 1 ENGINEERING PLAN PAGES 15-17 B LNG ~ 1 FOUNDATION PLAN ...,...-~.....-,......,i sf r ~ .:~ ~~ S pSf iN.,,~ , ., r ~• r.,.~;. r ~F, ,;,... , .r. 4.J 1 nr ;~/~•i7 S ~1 It C;~vI~U~ l t.,h ','r'..n i~ ~."~ 10 ~;-'~ ~~:uf ,.R~i,fT,~~" W'!h A -r., .~,,,~t , i ~~' 'Jr+ ~~ `~ :i ~ it C~~I~ ~E ir± ~'~ ~ I (. ~. Fri. . ~ ..,, .. . ,. ~ ,, .,, 1 i:~ ~~~ :~~ntra~i ~~~tt..~~^eniS. rti y' a~:u ,. ~~L~ -..v , _ ~; fU~. ~-:rWI'tli Gf [}~ par::; ~ ~ %~?i ~•. a n.,t ,. '. . is 1,;• ~~at~~d ~ r,b~ t,~;~ ,., ::. ~ , 1r,;~GS ~^.: •,ni r:-r.l•'•y IO.:.,"r"~ ._ ^I I'i; 1'v. ., e „ ~r i nr ~ ~~~ FRAMED OPENINGS FLORIDA PRODUCT APPROVAL INFORMATION APPRnVAI Y 26 GA. PBR PANEL ~ Galvaiume FL 5346 26 GA. R PANEL N Soddle Tan FL 5335 3070 WALK DOOR (M) FL 2501-1 6070 WALK DOOR (HG) FL 2178-1 3' X 10'-8 W/TRIM FL SL522-R1 VENTILATORS LINER PANELS GENERAL NOTES 1. MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS BUILT-UP MEMBERS 2. STRUCTURAL PRIMER ASTM DESIGNATION A529 OR A572 OR A570 OR A607 A570 OR A607 A572 A36 OR A572 A653 OR A792 A307, A325, AND A490 A570 GRADE 50 GRADE 55 GRADE 65, UNLESS NOTED FY= 36 KSI OR GRADE 50 GRADE 50 A307 UNLESS NOTED GRADE 50 OR 55 SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IT'S COLOR IS RED OXIDE. THIS PNN1 IS NOT INTENDED FOR LONG TERN EXPOSURE TO THE ELEMENTS. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHAD. BE TIGHTENED BY THE TURN-OF-THE-NUT METHOD IN ACCORDANCE WITH THE NINTH EDITION AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS . PER SECTION 8D.1, A325 BOLTSMAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN-OF-THE NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 4. BUILDER/CONTRACTOR RESPONSIBILITIES THE METAL BUILDING MANUF.'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUF.'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. IN CASE OF DISCREPANCIES BETWEEN METAL BUILDINGS MANUF. STRUCTURAL PLANS AND PLANS FOR OTHER TRADES. THE METAL BUILDING MANUF.'S PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER /CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS ANO NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF METAL BUILDING MANUF.'S DRAWINGS CONSTITUTES THE BUILDER /CONTRACTOR'S ACCEPTANCE OF THE METAL BUILDING MANUF. S INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER /CONTRACTOR OR A/E FIRM HAS SIGNED MANUF.'S APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL 8E BILLED TO THE BUILDER /CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION ANO / OR SHIPPING SCHEDULE, AS LONG AS THE MANUF.'S DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER /CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY THE MANUF. ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER /CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER. THE METAL BUILDING MANNUF.'S ASSUMPTIONS WILL GOVERN. THE BUILDER /CONTRACTOR 15 RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS ANO SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA ANO DRAWINGS BY THE BUILDING MANUF. ODES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT THE BUILDING MANUF. OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUF. IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER /CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUF.'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL.. THE METAL BUILDING MANUF. DOES NOT WARRANT STRUCTURAL INTEGRITY OF ANY COMPONENTS FIELD MODIFIED OR DESIGNED AND FABRICATED BY OTHERS. NEITHER DO WE ACCEPT DESIGN RESPONSIBILTY FOR THE EFFECTS NON STANDARD COMPONENTS DESIGNED BY OTHERS MAY HAVE ON THE SYSTEM IN GENERAL. DRAWING RELEASE HISTORY DRAWING REVISIONS 26 GA. PBR PANEL N Golvalume ROOF N0. DESCRIPTION COLOR NO SIZE DESCRIPTION NO DESCRIPTION WALL THICK TYPE LIN FT HT. COLOR DATE sENT REASON roR REL&l5E REVISION DAZE BY DESCRIPTKIN 26 GA. R PANEL N Saddle Ton WALL 4 3' X 10'-8 W/TRIM WHITE 1 3' X 7' FO. /A 9" X 10' VENTS W/BS do DMP. L.E.W. 26 GA "R" 0' 0' PW I~'IO'0° A sH~ ~'~ FOR 0" 1 , 6 X 7 F0. F.S.W. 26 GA " n R r 0 0 PW DATE SENT B SHEETS J-13 FOR CONSTRUCTION TRIM 3 5r X 3r F0 W R E 26 GA "R" 0' 0' PW C WALL-LIGHTS . . . . 26 GA GUTTER " " ' ' D . BLANKET TYPE INSU ATION B.S.W. 26 GA R 0 0 PW E L 26 GA. DOWNS N0. DESCRIPTION COLOR F 26 GA. Koko Brown RAKE /A N/A WHITE DOORS/WIN DOWS NONE D BY MFG ^ BY OTHERS ^ G 26 GA. Koko Brown EAVE N0. DESCRIPTION ROOF 3 WALL 3 MISC. ACCESSORIES H 26 GA. Soddle Tan CORNER 1 3070 WALK DOOR M () PAINT: RED OXID SCREWS: N0. DESCRIPTION I 26 GA. Koko r wn B o ACCESS. BASE CONDITION 1 6070 WALK DOOR HG ( ) ROOF: 12x1 25 LLSO I~ 1 2 PROJ PURLIN EXTENSION J . . K ANGLE ^ NOTCH ^ SPC TRIM^ WALLS:#12x1.25 L TRIM ^ FL-GEE ^ NONE ^ M SHEET 1 OF 17 Dio= 5/8" • 3 ~o 3" f~f 9p ~ r -~ O n 00 4 0 2" L~ EW 1 3/4" 8 DETAIL A Dio= 5/8" ~o 31t /o/ 9Q ~ r~ 4" 0 2" LJ EW t 3/4" See Plan DETAIL 8 Dia= 3/4" 8" : ~ ~ n 3 N _~_ 3 211 ^n 8" sw See Plon DETAIL C Dio= 3/4" 11 8n " 3 n _~_ 3 8" 21 2n sw 1 -2 DETAIL D ANCHOR BOLT NOTES VALUES GIVEN FOR BENDS AND ANCHOR BOLT TDTAL LENGTHS ARE SUGGESTED LENGTHS ONLY. IT 1S THE RESPONSIBILITY OF THE FOUNDAiIDN ENGINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AND OTHER FACTORS. 91'-0"STEEL LINE TO STEEL LINE 2 3 1 wN wwl wN wwl wN 1-^N ANCHOR BOLT SUMMARY ----- --- - ----- ----- Totol ----- Bend ----- Qnt Loc Dio Len Len Proj ----- --- ~in~ ~in) - ----- ----- ~in) ----- ~in) ----- 0 8 EW 5/SN t 2.00 3.00 3.00 M! 32 RF 3/4 15.00 3.00 3.00 1'-7" 1'-2' 4" _ • • 2N N 2p • ~• • 2N N _ _ ~ pD N rn A ,I c c c o I d M W ,y~ W ] 17 ~ ,. ~, c 0 a % ~ ~~ ~ I E.1 BUILDING # I p ao O N F Vl F H ~ o B '~ ~ 0 I M v f7 ~ r I C e C C D A N ~ ~ 1 o' 2" 2 2" 2 2" 2 2" 2 2" ~ ~ ~ / '-~" -.~: -Q• FRAME LINE DIMENSIONS ANCHOR BOLT PLAN NOTE: All Bose Plates ®100'-0" (U.N.) CDNCRETE LINE 8' FI ISHED FLOOR VALL PANE BASE ANGLE i STEEL LINE I/S CLOUSURE czz4x CONT.> - : , . J I/z, (OPTIaIAU 1/~'xl' NAIL ANCHOR 1 1/2 .~t?,~:1 ~ 36' 0/C ) VALL fASTENE (N12 SDS) FINISHED PRDJ. BASE TRIM '. ,' ~ I~ 1~ .. F.O. V1DTH I~ T E LI F EDGE of CONCRETE o o REVISIONS REV. DESCRIPTION: BASE ANGLE WITH TRIM (NO NOTCH ~ TYP. D.H. DOOR RECESS DETAIL CONCRETE EDGE AND ANCH R D T PR T N BASE_A_T %Y~IG~cl.~- ~z/~1d6 DRAWING STATUS [X] F R CDN TR CTION VULCAN STEEL STRUCT. ATLANTIC IMAGING S U O [ ]FOR PERMIT ONLY pROJECT 31.0 x 91A x 1&0 ANCHOR BOLT PLAN [ ]FOR APPROVAL ID 16512RI1 DESIGN: DRAFT~DBD CHECK [ ]OTHER, EXPLAIN ------------------ PROJECT ADDRESS ATLANTIC BEACH, FL. DATE~II/ 8/06 SHEET 2 OF 17 BLDCK 49, SEC. H LDTS L 6 2 u GENERAL NOTES NOTES FOR REACTIONS Buildingy reactions are booed on the foNowing building data: Width (ft~ = 31.0 Length (t) 91.0 Eave He~g t (ft) = 18,0 16.0 Roof Slope rise/12) = 2.0 2.0 Dead Lood psf ) _ .0 Colloterol Lood (psf ) 0.0 Roof live Load sf = 20.0 Frame Uw Lood of - 16.0 Wutd Speed mph = 120.0 Wind Code ( sec gust) = F8C 04 r Cbaed 0 n / Pe = C Importance -Wind 1 = .00 Importance -Seismic = 1.00 Satsmic Coeff (Fo'Sa) = 0.16 b Description 1 OL+CL+u 2 DI+CL+0.75LL+0.75WL1 3 DL+CL+0.75LL+0.75WR1 4 0.600E+WL1 5 0.60DL+WR1 8 0.80DL+WL2 7 0.800E+WR2 8 0.600E+WP 9 0.800L+WRt+WS 10 OL+CL+0.75U.+0.75W12+0.75W5 11 OL+CL+O.75L1+0.75WR2+O.75WS ~1.)_APPLICATION OF ENGINEERS SEAL IS FOR AfETAL BUILDING ONLY AND DOES NOT EPPRRESENT THE PROFESSIONAL ~ RECORO. (2. FOUNDATION OESICN ANO CONSTRUCTION ARE NOT THE RESPONSIBIUTY OF THE AL BUILDING hIM1UFACTURER. 3. ANCHOR BOLTS SHALL 8E ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH ATION AND LOCATION. 4.) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES THE FOUNDATION. THE FOUNDATION IS TO BE DESIGNED BY A QUALIFIED ENGINEER TO SUPPORT THE BUILDING REACTIONS IN ADDITION TO OTHER LOADS IMPOSED BY THE BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. (5.) All ANCHOR BOLTS TO DE ASTAI SPECIFICATION A307 UNLESS OTHERWISE NOTED. ti. VALUES GfVEN FOR BENDS ANO ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS Y. R IS THE RESPONSIBILITY Of THE FOUNDATKIN ENGINEER i0 DETERAfINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. H V LINE FRAME UNE i~ RIGID FRAME: ANCHOR DOLTS do BASE PLATES Frm Ca Mc. Bal Boat Plole (in) Grout Une Line - Na0(in)-- Wid -_Len Thk (in) 2 • A 4 0.750 8.000 8.000 0.500 0.0 2 • E 4 0.750 8.000 8.000 0.500 0.0 2 • Frome Linea: 2 3 4 RIGID FRAME: ANCHOR BOLTS Ik BASE PLATES ------------------------- Frm Ca Mc. t Boae Pkte (in~ --------- Cro t ~ Line Une No0 in) Wid Len k (in 5 A 4 0.750 8.000 8.000 0.500 0.0 5 E 4 0.750 8.000 8.000 0.500 0.0 RIGID FRAME: BASIC cauw,N REACTIONS (k ) Frame Caumn ----Dead--- --CNlaterol- ---- Uw---- --Wind_L1--- --W'uM_R1--- --Wind_L2--- Line line Horiz Wrl Hafiz Vert Horiz Pert Horiz Vert Horiz Yerl Florii VM 2 ' A 0.22 1.11 0.00 0.00 1.04 4.23 -5.12 -10.17 3.11 -J.90 -8.25 -8.87 2 • E -0.22 1.11 0.00 0.00 -1.04 4.23 -3,11 -3.90 3.11 -10.17 -1.98 -0.40 5 A 0.22 1.11 0.00 0.00 1.38 5.64 -5.12 -10.16 3.12 -3.88 -6.25 -8.68 S E -0.22 1.11 0,00 0.00 -1.38 5.84 -3.12 -3.88 5.11 -10.18 -1.98 -O.JB Frome Caumn --Wind_R2--- -Seiamic_L-- -Seiamic_R-- --LnWind_L-- --LnWind_R-- ---LnSeia--- Une Line Horiz Verl Horiz Vert Horiz Vart Horiz Vert Horiz Vert Horiz Vert 1 • A 1,98 -0.40 -0.04 -0.05 0.04 0.05 2.08 -9.51 1.54 -8.54 2 ' E 8.25 -6.67 -0.04 0.05 0.04 -0.05 -1.54 -8.54 -1.06 -9.51 5 A 1.99 -0.38 -0.05 -0.06 0.05 0.06 2.06 -7.39 1.54 -8.42 5 E 6.25 -6.66 -0.05 0,06 0.05 -0.06 -1.54 -6,42 -2.06 -7.39 2 • Frome lines: 2 3 4 ~ ENOWALL COLUMN: REACTIONS, ANCHOR Bobs, do BASE PLATES ri Protection of Opening This building is located in a wind-borne debris region. Exterior glazing is assurled to be iMpact resistant and Meet the provisions of the Missile test, or they should be protected by irlpact resistant coverirlgg Meeting the regirerlents of SSTD 12, ASTM E 1886 and ASTME 1996 or Mialhi-Dade PA 201, i?Oi?, &i?03. Openings May also be protected by structural wood panels having a Min. thickness of 1/16' and MaxirtuM panel span of 8 Feet. Attachrlent hardware and fastening schedule shall be in accordance with the Following table. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WAD STRUCTURAL PANELS (PLYWOOD) FASTENER FASTENER SPACING (in.)'~~ TYPE PAN P ELSAN(i?Ft 2Ft( PANEL SPAN (4 ft. 4Ft( PANEL SPAN (6 ft. 6Ft( PANEL SPAN (8 ft. i? 1/i? #6 Wood Screw" 16 16 12 9 i? 1/i? #8 Wood Screw' 16 16 16 12 Double-Headed nails ' li? 6 4 3 SI: 1 inch=25.4 ctrl 1 foot=305 MM Notes 1.) This table is based on a rlaxirhurh wind speed of 130 rl.p.h. (58 r1/s) and clean roof height of 33 Feet (10 rI) or less. 2.> Fasteners shall be installed at opposing ends of the wood structural panel., 3.) Where screws are attached to Masonry or rhasanry/stucco, they shall be attached using vibration-resistant anchors having a rhinirlurl withdrawal capacity of 490 lb. (2180 kN). 4.) Nails shall be lOd corlMOn or 12d box double-headed nails. 5.> Where screws are attached to pre-engineered rhetal building cor~ponents, i.e. Door Jarlbs, framed openings, etc., they shall be #12 self drilling screws secured to a rlinirlurn 16 ga. rlaterial. Screws should have a rein. withdrawal strength of 500 tbs. EVISI~NS 2EV. DESCRIPTIONi ------- ------------- Column_Reoctions (k )------------------- Out-Of-Plone ------------------- ---- Frm Ca Deod Coll Liw Wind-Left Wind-Right Wd P Wd S Me. 8dt Base Plate (in) Croat Line Une Vert Vert Verl Horiz Vert Horiz Vert Haiz Horiz Na0(in) Wid Lan k (in) 1 E 0.2 0.0 1.2 0,0 3.3 2.S -6.2 0.0 0.0 2 0.825 3.000 8.000 0.188 0.0 1 D 0.4 0.0 3.0 2.5 -7,2 O.D -4,1 -2.2 2.4 2 0.825 3.000 8.000 0.188 0.0 t B 0.4 0.0 3.0 0.0 -4.0 0.0 -2.7 -2.2 2.4 2 0.823 3.000 8.000 0.188 0.0 1 A 0.2 0,0 1.2 0.0 -1.6 0.0 -1.t 0.0 0.0 2 0.825 3.000 8.000 0.188 0.0 BRACING REACTIONS, PANEL SHEAR t Reactions ~k) Panel ---wall-- Ca --hind----Seismic- Shear Lac- Une Line- Horz Vert Horz Vert - (Ib/ft)-- L_EW 1 D 1.8 3.4 D.1 0.2 E 1.8 3.4 0.1 0.2 F_SW E 2 ,3 3.1 2.1 0.3 0.2 R_EW 5 Rigid Frome At EndwaN B_SW A 3 ,2 3.1 2.1 0.3 0.2 ccei DRAWING STATUS fX) FOR CDNSTRUCTIDN f) FOR PERMIT ONLY I l FOR APPROVAL I J DTHER, EXPLAIN ------------------ G~i~~~~ /2 _ 6 w~cnn sTee~ sraucr. ATLANTIC I A G PROJECT 3tA x 91A .Lao ANCHOR BOLT REACTIONS ID 16512R11 DESIGN= DRAFT~DBD CHECK] PROJECT ATLANTIC BEACH, FL. DATE; 11/ 8/06 SHEET 3 OF 17 ADDRESS BLOCK 49, SEC. H LOTS 1 5 Z SPLICE BOLTS Splice Quan -----Bolt---- Mork Top/Bot/Int T pe Dio Len SP- 1 4 4 0 A325 0.625 1.75 SP- 2 4 4 0 A325 0.625 1.75 SP- 3 4 4 0 A325 0.625 1.75 OFLANGE BRACES fBxxA(1)~ xx=inches, Cl)=one side only A - L2X2X14G MEMBER SIZE TABLE in WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE PIECE START ENO THICK LENGTH W x T x LEN W x T x LEN RF1-1 7.6 13.6 0.120 193.9 6x1 4 x208.5 6x3 16 x194.0 13.6/13.6 0.164 16.8 6x1/4;; x 22.1 RF1-2 12.6/ 7.6 0.120 167.4 Sxt/4 x165.3 Sx3/16;;x166.2 RFt-3 7.6/12.6 0.120 167.4 „ Sxt/4 x165.3 5x3/16 x166.2 RF1-4 13.6/13.6 0.164 16.8 6x1/4;; x 22.1 6x3/16"x194.1 13.6/ 7.6 0.120 194.0 6x1 4 x208.5 Sk i ht , , _ Y light Sk L9~. __ „ Y - ~ , 5 -3 5 -3 ~ -R26 4 4" n „ 5' _ 3 15'_ „ 4 Me 4 acv a~U 4 4 -'I~ G ~ pBR+ „ Ga. 1 -0 1 -0 26 „ 5' -0 2 S , Sp® P~ _ „ „ 2 5 p , +_ 9 1 4 -8 „ 2 4 8 9/16 12 12 F633A - o,~sq 1 F 1~ FB34 g a[] °p - 4 A 1 _ - - -_ u - ~ I 1'2 u a RF1- RF cn 3 _ ~ I I ~ I ~ ;n I a_ ~ a ~ ;n N cD N p o I I ~ ~ I ~' ~~ ~ ~ N m ~ l I o 00 .~ ( N ~ ~ rU tY ~ ~ Na ~ I o ,"U C ~o ~ Li ~ I I vl c0 v I o a~ rn_ I ` o , ,I 4 -1 1/2 I (0 ~ .-v ~U ~ ~ ' v ( , , 4 -1 1/2 I iv I R R iv I i~ i~ Clearance 31'-0" OUT-TO-OUT OF STEEL A IN E FOR FRAME LINE 2 3 4 GENERAL NOTES: * NOTICE TO ERECTOR -------------------------- (A)lt is IMPORTANT that for members exceeding 30 ft. in length that a spreader bar be used when lifting. (B)ALL flange braces and wind bracing must be installed prior to exterior finishes bein a lied. RE V C ]FOR CONSTRUCTION [X] FOR PERMIT ONLY [ J FOR APPROVAL [ J OTHER, EXPLAIN ------------------ VULCAN STEEL STRUC.T, ATLANTIC. IM ~INC~ PROJECT 3tA K 91.0 x tao BUILDING CROSS SECTI N ID 16512R11 DESIGN: DRAFT+DBD CHECK+ PROJECT ATLANTIC BEACH, FL. DATE~11/ 8/06 SHEET 4 OF 17 ADDRESS ~.OCK 49, SEC. H LOTS l 6 2 SPLICE BOLTS Splice Ouon -----Bolt---- Mork Top/Bot/Int Type Dia Len SP- 1 4 4 0 A325 0.625 1.75 SP- 2 4 4 0 A325 0.625 1.75 SP- 3 4 4 0 A325 0.625 1.75 LANGE BRACES FBxxA(1)~ xx=inches, Cl)=one side only A - L2X2X14G PIECE RF2-1 RF2-2 RF2-3 RF2-4 Sky ~9h~ _ ~ g ~ Sk~Y ~'9ht 4"5._3~ ~~ '~~~ 5•_3,4" 'r~~ RC-R2~ ~~~ ~ 15'-3~ ..kl~- -~I~1~. 15~-3.. " 26 PBR, ~a~valuMe 4 4" ~p• 1'-0~ ~~-0" SPA 5'-0~ 2 SPA g'-O.. ~2,. 4._a 9116 Z 4~-8 9/162"~ 12 12 I ~n N O I ~ ~ _I N I i7 ~n N O I N I i~ M 7.6/13.6 0.120 193.9 13.6/13.6 0.164 16.8 12.6/ 7.6 0.120 167.4 7.6/12.6 0.120 167.4 13.6/73.6 0.164 16.8 13.6/ 7.6 0.120 194.0 ,i OUTSIDE FLANi W x T x LEN 6x1 4 x208.5 6x1/4" x 22.1 5x1/4" x165.3 5x1/4" x165.3 6x1/4;; x_22.1 INSI E FLANGE W x T x LEN 6x 16 x194. 5x3/16"x166.2 5x3/16"x 166.2 6x3/16"x 194.1 i i i i i i r i s°I I I I I - I I I 1 ~ a'-i ~ I ~~ -~° I I a.. BUILDING CROSS SECTION L FOR FRAME LINE 5 G N RA NOT S: E E L E II NOTICE TO ERECTOR j -------------------------- i (A)lt is IMPORTANT that for members exceeding 30 ft. in length that o spreoder bar be used when lifting. (B)ALL flange braces and wind bracing must be installed prior to exterior finishes bein o lied. ~~~ 1 v7i/ot REVISIONS [)FOR CONSTRUCTION [XJ FOR PERMIT ONLY [)FOR APPROVAL I ]OTHER, EXPLAIN ------------------ VULCAN STEEL STRUCT. ATLAN PROJECT 31A ~ 9~o x ~e.o BUILDING ID 16512R1! DES[GH< PROJECT ADDRESS ATLANTIC BEACH, FL. DATE~11/ BLOCK 49, SEC. H LOTS l A Z LT1ON T+DBD CHECK] SHEET 5 OF 17 u 1•-z° 2~'-a° Clearance 31'-0" OUT-TO-OUT OF STEEL 1/2'xl 1/4' I A307 BOLTS <TYP. U.N.) Io 0 I ~ to o~ 0 0 2', FLO-LOC GRIP ~J~_ ~-FLANGE BRACE (IF REO) SEE FRAME CRDSS SECTIDN FOR LOCATIONS 6 BOLTS TOTA ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS EYEBOLT HILLSIDE FLAT - VASHER 1 ROOF PANEL TAPE SEAI~ Ott sos uaE SKYLICNf PANEL TAPE SERI ROOF PANEL-I .. .. .. .. . ROOF PANEL TAPE SEAI SKYII CHT ANEL t t I LAP SCREW TAPE SEAL SKYLIGHT PANEL ROOF PANEL AI P 4' OF I NSUI- FOLD VAPOR BARRIER DVER 1 NSULATI ATI ON FROM YAPER PANEL AI C BARRIER AND FOLD VAPOR BARRIER BACK OVER STEEI PANEL I NSULATI ON OPTI ON~I INSULATION TRI N END LAP WI TH I NSULATI ON SI DE LAP WI TH I NSULATI ON w~ ~O WN J s M •' N i~ '~ inM IGH I ~ L.. ;~ 8 2 II t LJ ~31> r ~ IGH ~ " ~ 2 -' ° I I ~' ~ ~ M •I N N ROOF SHEETING PANELS: 26 Ga. PBR Galvulume PURLIN t'-t 3J,~ t'-t 3f~ t'-t J,[~, LAP i'-t J/4" 1 -1 3/4' i'-1 3/4' ROOF FRAMING PLAN DESCRIPTION f////, r. BUILDING #2 I ]FOR CONSTRUCTION [X] FOR PERMIT ONLY I ]FOR APPROVAL I ]OTHER, EXPLAIN ------------------ r-1 P-2 ohLJLiJ SX25Z14 LJ -IU I L 25'-0 1 2" P-3 SX25Z13 23;-10 1 2" E-1 SES16-1 24 -8 1 E-2 8ES16-1 22'-8 t/2" ', CB-4 0.250CBL 25'-2" 36' NDMDIAI. COVERAGE 3 4' • H1NOR RII ~~ R11 I-tip' env 'PBR' ROOF PANEL PROFILE ~ A'~ /IZ IcM~E1~ rAt v 112 K2 iAS iA1~L TASIEIER SMCItG AT GK STNITS dISLAPS. Ate RIDGE 111 iTIT~TAS'~'~. TAPt w4STlC ~TI1LL •A• 'PBR' ROOF PANEL ATTACHMENT DETA~ ~ Z . ' VULCAN STEEL STRUCT. ATLANTIC I M~ I PROJECT 31A x 9lA x 18.0 ROOF FRAMING ID 16512R11 DESIGNS DRAFT:DB PROJECT ATLANTIC BEACH, FL. DATE I1/ 8/06 SI ADDRESS BLOCK 49, SEC. H LOTS 1 6 2 I 1'-0"OUT- I I I lr- • -1 RF1-1 _ RFI-1 RFt-I RF2-1 I ~ W) i P-1 T -2 T _ T P-3 T -" ~e c . 4 ER-1 RF1-2 RFi-2 RF1-2 I I~ WI I I i -5 _S Q a I P-1 yp - YP - YP m C' C-5 I I II v ER-2 RF1-3 RFt-3 RFt-3 I L ~ II ,A ,4 U W N W ~a ~ I ~ U L in N ~ Lam' a a M W a I d' N~ ~N 0 O a s Go I N a 0 I o co 4'-1 1 /2" t I I I - - EC-4 RF1-4 RF1-4 GIRT t'-t ~ t'-t LAP$ 1 -1 3/4' t -1 3/4" SIDEWALL FRAMING: FRAME LINE E ,'-2" »>~l - I----------- I RF1-4 RF2-4 1'-I 1 -1 3/4" 4 4 4 4 4 0 J EYEBOLTS MARK PART LENGTH -1 ES1 -1 24 -8 1 HILLSID E-2 SES16-1 22~-8 1/2"" FLAT G-3 8X25Z16 23~-10 1/2" WASHER HUT G-4 8X25Z15 23 -10 1 2 G-5 8X25Z16 25'-0 1 2" CB-3 0.312C L 28'-2" ot'_n"nur_m_nur nr curl 5 2 3 4 22'-9" 22'-9" 22'-9" 22'-9" I6 E_1 _ E- E-2 t t : : t : t : e s s e t e t a : : t t t t a t s t s t t - O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O I O i O I O I O I O I O I O I O I O O 1 1 00 r c0 r a0 ~- GO ~ op '- op r o0 r 00 r 00 r op ~ o0 r 00 ~ 00 r 00 ~- 00 ~ 0p r 00 r a0 r t0 r 00 ~- 00 ~- OO .- Op r 00 r 00 r 00 ~ 00 r t0 r u0 ~- a0 aD 1 Z SIDEWALL SHEETING & TRIM: FRAME LINE E PANELS: 26 Ga. R - Sadtlle Tan '~, GENERAL NOTES: 1,) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF IDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. VISIONS V. DESCRIPTION= I ]FOR CONSTRUCTION [X] FOR PERMIT ONLY [ ]FOR APPROVAL [ ]OTHER, EXPLAIN ------------------ %% UILDING 36. 1'041NA1 COVERAGE ' 4' ' 3 ~' r MIN]R RIB MA.Jat RII 1-1//' It• 'R' WALL PANEL PROFILE ~ A•n ~~~ rtl2 Np1~N TAST19[RS PANEL TASTGER SPACING AT INTERI[~ITC GIRTS ~ to TATtrtalns PANEL TASTEI[p SPACING AT EVE ST?L=R ~ ~,0.APL~~AMj~. 111 STIT~ --~~ ~TAIt •A' 'R• VALL PANEL FASTENER UYOUT vuLCAN srEEl srRUCr. ATLANTIC IMA~IN~ - PROJECT 31A ^ 91.0 x t8A SIDEWALL FRAMING ID 16512R11 DESIGN= DRAFTIDBD CHECK= PROJECT ATLANTIC BEACH, FL. DATE=11/ 8/06 SHEET 7 OF 1 ADDRESS BLOCK 49, SEC. H LOTS 1 & E 1/Z'xl 1/4' A307 BOLTS BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS fL0-LOC GRIP = 2 vin DTR LU -J i t'-3" IML I TM21 3 CTR 18'-2" TM29 4 ICR 18'-2" 5 VRE 6" TM40 6 GS03 2'-3" 7 SET 20~-3N TM12 R CFT t ~ _'{ Tut ~ FLANGE BRACE (IF REQ) SEE FRAME CROSS SECTION FOR LOCATIONS 6 BOLTS TDTA ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY a 0 I 1 N I/Z'xl 1/4' ` I A307 BOLTS l o ~ d o I I t o o f o 0 BRACE CABLE ASSEMBLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS FLD-LOC GRIP ~~ L FLANGE BRACE (IF REU) SEE FRAME CROSS SECTION FOR LOCATIONS 6 BOLTS TOTA ADDITIONAL HOLES ARE PRESENT FOR ALIGNMENT PURPOSES ONLY 1'-~ r- TT I BUILDING # 1 1 L I BUILDING #2 O EYEBOLT FLAT ~ WASHER NUT 91'-0"t711T-T~-M1T OF STFFI t 0 1~ N 22'-9" 4 3 2 22'-9" 22'-9" 22'-9" - -2 -2 -3 Is t iA t O I I ~ 4'-t 1/2 N I RF2-1 RF1-I RF1-1 RFI-1 EC-1 GIRT t'-t ~ t'-t ~- t'-t LAPS 1 -t 3/4' I -1 3/4' 1 -t 3/4' SIDEWALL FRAMING: FRAME LINE A 5 4 3 2 1 7 8 S t f ! R t t i ! t t t t t t i t t t t t i t t t t t t t t ! 0 ~ ~ I 0 t 0 t ~ ~ ~ t 0 t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 ~ 0 ~ 0 I ~ ~ ~ ~ ~ I 0 t Q ~ 0 ~ 0 ~ ~ ~ Q ( 0 ~ 0 ~ ~ t ~ ~Q ~ ~ ~ ~ ~ ~ ~o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~o ~ ~ ~ ~ ~ ~ ~ ~ ~o ~ ~ ~ ~ ~ ~ 2 vlr< DTR Lv -~ i i'-3" Iml I TM21 3 GS03 2'-3" 4 CTR 18'-2" TM29 5 VRE 6" TM40 7 SET 20'-3" TM12 R CFT 1 i'_Z" T1119 G-L E-3 OCJIO-I 8ES16-1 LL -O 24;-8 ILL i/2" G-3 8X25Z16 -10 23 „ 1/2 G-4 8X25Z15 , 23 -10 " 1 2 G-5 8X25Z16 25'-0 t 2" rR_~ n ~t~rat ~R'_~" AL SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Ga. R -Saddle Tan GENERAL NOTES: REVISIONS DRAWING STATUS VULCAN STEEL STRUCT. ATLANTIC IM GI G 1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF REV. DESCRIPTION DATE DTLR DATE CHKR APPD [ I FOR CONSTRUCTION t) FOR PERMIT ONLY PROJECT 31.o x 940 ^ t8.0 SIDEWALL FRAMING IDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM [)FOR APPROVAL ID 16512R11 DESIGN DRAFT CHECK PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING t) OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE:11/ 8/06 SHEET 8 DF 17 SHOULD BE PROVIDED 8Y ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. ------------------ ADDRESS BLOCK 49, SEC. H LOTS 1 >G Z '_A"(11 IT_ Q2" 12 Flo-LOC EYE/0.T ~-ENIVALL NIIT C0.lMN i CABLE BRACE DETAIL i N1TE~ 110.LS1-E VA311ER, EYE10.1, itp-lqC, SLAT VASTER, 1 NJT ATTAEIIEO f0 CABLE lY i'ACTdtY. i GENERAL NOTES: 1. IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS E N DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. ENDWAII RAi' TER 0 0 0 0 0 0 0 0 SEE ENDwaLL DRAVING FDR BOLT DIA AND TYPE. FIB RAFTER SPLICE AT SURFACE CHANGE 2"~ 12 REVISIONS REV. DESCRIPTION= A B 0 E 8 3 4 5 (] 3 FRAME LINE 1 >ID MARK L NGTH A 1 D 20 -3 M 2 DTR 11'-3" TM21 3 VRT 16'-0" TM11 4 HT 16'-0" 5 6 OAT VPB 16'-0" 1'-4" TM39 L1i- I EC-2 O7IJJl~ I p 8x35C13 I p -O 1/ O 18~-3 3/4» EC-3 8x35C13 18 -3 3/4 EC-4 8x35C16 ~ " 16 -8 1/8 ER-1 8x25ci6 ~ " 15 -8 9/16 ER-2 8x25ci6 ~ " 15 -8 9/16 G-1 8X25Z16 9 -6 G-2 8X25Z16 9'~4 1/2" C8-1 0.312CBL 19 -7 ca_~ n ~»cal ~1'_n" - J J ~ f ! '~ ~ ` „~ ~ -~ ~ ~~ t t Q Q i ~ ~ rn ~ I r ~ i I I rI1 rn ~ pl I O I I ~ N N G O N N N ~ I ~ I GI I ~ Q1 ~ ~- 01 W I ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. R -Saddle Tan SEAL c V DRAWING STATUS T ON I ~ FDR CONSTR VULCAN STEEL STRUCT. AT AN`T .G: L I MA i G I, G DATE DTLR DATE CHKR APPD UC I IXl FOR PERMIT ONLY pROJECT 31.0 >< 9t.o x teo ENDWALL FRAMING I I FDR APPROVAL ID 16512R11 DESIGN= DRAFT=DBD CHECK= I l OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE=11/ 8/06 SHEET 9 OF 17 ------------------ ADDRESS BLOCK 49, SEC. H TOTS 1 it 2 C C ] J EC-i EC-2 EC-J EC-4 ENDWALL FRAMING: FRAME LINE 1 ~! ~~" 12 BUILDING #2 31'-0"OUT-TO- ~L-~.. ` ` ~ RA ~` ~ ~ ~ Rq y ~ . r ` ~ . `1 RF2"2 RF2_ 2 I I I i o: I i ENDWALL FRAMING: FRAME LINE 5 GENERAL NOTES: t. IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS E N DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD 8E PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. v DESCRIPTION= 2"~ ~~ 4 4 O r-- '-, I ~ I ~ I ~ I ~ I ~ I ~ o •m ~ I ~ I ~ I ~ I ~ I ~ ~• L - - - - - - - - - - - - - - - - - - - - - - - - - - ~ ENDWALL SHEETING & TRIM: FRAME LINE 5 SEAL ~vVvrv.r~ - DRAWING STATUS VULCAN STEEL STRUCT. ATLAN I' IMAG N [ J FOR CONSTRUCTION [Xl FOR PERMIT ONLY PROJECT 31A x 91A x ie.a ENDWALL FRAMING [ J FOR APPROVAL 1D 16512R11 DESIGN= DRAFT=DBD CHECK= [ l OTHER,. EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE=11/ 6/06 SHEET l0 OF ------------------ ADDRESS BLOCK 49, SEC. H LOTS 1 6 2 G1Rr IRT C-7 CLIP OPNG. JAMB BOLTS: 1/2 x 1 1// A-307 M 1R1 C-7 CLIP ® ~' JAM BDLTS: 1/2 x ! I/4 A-307 TOP DF JAMB TO GIRT T2 WALK DOOR WD raP of JAMB TO GIRT ~3) FIELD LOCATED 3070 WALK DOOR SUB-JAMBS JAMB c ~ L O OPNG. 0 GIRT BOLTS: I/2 x I t/~ A-307 G1 GIRT TO WALK DOOR D JAMB CONNECTION JAMB „~q .. 1 3/1• ~ OPNG. 5/B' ANCHOR BOLT C-7a , BASE CL[ N BOLTS: 1/Z x 1 I/4 A-307 "~ WALK DOOR B1 JAMB BASE @ FIN. FL. WD CNN CTI N G1RT C_ JAMB HEADER CL~ - CL 0 OPNG. BOLTS: 1/2 x l !/4 A-307 HEADER TO JAMB 1 CDNNECTION JAM OPNG ~7 1 IRT B0.TS' 1/2 x 1 I/1 A-307 JAMB BASE TD GIRT B2 N~.C N 1. SEE FRAMING ELEVATIONS Ft~ HEAD rR1M HTXS GIRT pUANr1TY AND ELEVATIONS JAMB TRIM JTRX3 R. SEE DETAILS FOR BOIr AND SILL rRINHTXS FRAMING REOUlRENENTS a FIELD CUr AND VORK GIRTS, PANELS, AND rR1N AS REQUIRED. C4) FIELD LOCATED 5' x 3' FRAMED OPENING C1) FIELD LOCATED 6070 WALK DOOR SUB-JAMBS BX3/SCH16 (VH-2) ~N10 x 1' SDS 1 0 O.C. (TYP) IRT ~1ELD Cur FLG. ~ NECESSARY) 1. SEE DETAILS FOR BOIr AND HEAD rRIMHTX3 FRAMING RE0UIREMENrS. JAMB TRIM JTRX7 2. FIELD CUT AND VORK GIRi$ PANELS, AND rR1N AS RE0UIRED. 1. SEE DETAILS FOR BOLT AND HEAD rRIN<HTX6 FRAMING RERUIREMENTS. JAMB TRIM JTRX7 2. FIELD CUT AND VORI( GIRTS, PANELS, AND iR1N AS RE0UIRED. GIRT 2" 2" A 12 8 D t E ~f ~~ ~~ ` J ` v v v v v v N I N i ~ I O i O I O I I ~ b ~ o or ~- N N N N 4 4 O 0 ^ a ~ ~ ~ o .. o 0 0 0 0 0 0 0 o a .. .. ., .. ., .. .. .. .. .. .. .. ., .. ~ i i D I 0 I 10 I 0 I i0 I ~ ~ ip I i0 I ~D I i0 I i0 c0 iD c0 i0 0 t ~ I I I I I .I 0 0 00 oD up ~ ~ c0 00 00 00 lq op aD o0 aD ~ ~ ~ ~ ~ ~ ~ r P ENDWALL INSULATION: FRAME LINE 1 4 4 9 SIDEWA~L INSULATION: FRAME LINE E 0 Q a o 0 0 0 0 0 0 0 0 0 0 0 o ro a i i i i t i i t ! i i i i i 6 i t0 I c0 I t0 I t0 I l0 I tD I t0 I t0 I c0 I lp I fD I ~D I t0 I f0 I fD I t0 I •- '- r ~- r r r r '- ~- ~ ~ r '- r . LEGEND: 112'-6" (1) Length (Roll ~) SIDEWALL INSULATION: FRAME LINE A END OF BUILDING PLATE WELDED /2' SIDEWALL G[RT l TO RAFTER r12 S. D. SCREW SHEET ANGLE RDGF PURLIN (2) l/2' % 1 1M' R~ I/2'x1 1/1' A307 ENDWALL GIRTS BW.TS <TYP) 3 3/~' 1/1' CORNER CDLUMN ENDWALL GIRT (2) t/2' x 1-1/~' A307 BDLT/NUT PURLIN ENDWALL RAFTER C-5 CLIP 1/z'xl 1/4' A307 BOLT V/NUT ° A307 BDLTS - Nl2 S. D. CREWS END OF - - °- ° - - - - ° ° • C-5 CLI o f -- --- - - -- BUILDING ~ m o e a BDLTS, SEE EN ALL ° ° ° ° / ) / ~ RI(GID AFT FRAMING PLAN v ~ ° e e • `- / GF820 FR L / FLANGE BRACE RAFTER BRAC C-5 CLIP / / c[F REQUIRED) ENDVAII , ~ I ENDVALL CDLUMN 3 3/ ' / RAFTER C 5 CUP ~ ENDVALL CDLUMN AS SECTION THRU ENDWALL RAFTER LO ROOF PURLIN TO E%PANDAHLE ENDWALL a>~c aa~N, tw wrr K wcm B4 ENDWALL RAFTER TO COLUMN ENDWALL GIRT TO C1 COLUMNS GIRT TO CORNER D1 COLUMN RIGID FRAME ROOF ~ 1/2'x11/~• 1 3/4' PURLI I A307 BDLTS fTYP. Jr.) l0 0 I GABLE DOOR JAMB I f RAKE t o o o o --_-- EAVE STRUT ANGLE ENDVALL _-- - - - - - - F ,~ 1112 S. D. SCREW RAFTER COLUMN - - - - - - - - - - - - - - - - I/i?' 1 l/~' 0 0 0 0 1/2' % l l/4' x v A307 BDLTS RIGID FRAME o o A307 BOLT/NUT RAFTE FLANGE BRACE <IFREQ) ---------------- o . ~ SEf FRAME CROSS 0 0 SECTION FOR LOCATI C-7A o 0 6 BOLTS TOTA17 - ~ - - •-• - - - - - BASE PLATE ADDITIONAL HDLES ARE PRESENT FOR ° ALIGNMENT PURPOSES ONLY SEE ENDVAII DRAWING F~2 BDLT DIA AND TYPE. 5 WALL GIRT WELDED x~IAS~(TYP) BASE PLATE FOR E 6 F Q RAFTER SPLICE AT SURFACE CHANGE ~ ROOF PURLIN TO G 2 PLATE H WA GIRT TD FRAM MN ~ ENDVALL RAFTER I 6 DOOR JAMB OR ENDWALL COLUMN RIGID FRAME LL E COLU EAVE STRUT TO ENDWALL RAFTER SIDEWALL COLUMN Pc-1 cIF REa) SEE R(pF FRAMING EAVE STRUT DR LOCATION SLOT IN WEB TO [NSE CABLE FLO-LOC GRIP HILLSIDE WASHER COLUMN ~ RIGID FRAME AND EYEBOLT RAFTER VEB II COLUINV NUT II HILLSIDE wasMER II ~ 0 EYEBOLT o o II 0 0 FLAT WASHER NUT EYEBOLT 0 0 II 1/2'x1 l/~• FLANGE A307 BDLTS E%TENSION CABL ILLSIDE VASHER COLUMN OR SLOT IN WEB TO FLAT INSERT HILLSIDE WASHER yp S, EYEBDLT ~~ BOLTS BASE PLATE AFTER WEB FLO-LOC GRIP PLAN ELEVATIDN EAVE STRUT TO J2 RIGID FRAME DIAGONAL CABLE EYEBOLT END Q1 DIAGONAL CABLE QL~ EYEBOLT END ANCHOR BOLTS AT SIDEWAL M R2 L COLU N #12 SCREW # 12 SCREW 1+Al.l PAIN BASE ANGLE #14 X 7/8" I/S CLOSURE LAP TEK JTR 6 EACH PER PANE DIE-FORMED c2x4~d4GA) CTR RIDGE CAP # 12 SCREW I (20' D,C,) WALL PANE 4 R F PAN 6 PER PANED WALL DO EL PBR PANEL # 12 SCREW I I (6 PER PANED I va'~d' PANEL #14 x 7/8 # a X 7 NAL ANCHOR LAP TEK _ 1 / I # la x 7/e ~------------- ~~' IAPTEK I LAP TEK I (3EfOC) _-- ---____-- 3 -0 O.C. (3'QG (3'QG) 1~ 0.0SURE FINNED r I (OPTIONAU ~ FLOOR I I STEEL LINE TAPE SEAL # 12 SCREW I STEEL LINE I 6 PER PANEL I DTR SET TAPE 4' 4" TAPE I I SEAL I SEAL '• I I EITHER SIDE OF CORNER IS #14 x 7/ I I OPEN WALL OR OPEN BAY AREA LAP TEK I I I ~ WALL I @ 24 O.C. I ROOF ROOF S~~ tINE PANEL EAVE STRUT p~IN PURLIN T I ~ E ~- STEEL LINE 12' M 12. I M 3O WALL PANEL @ CORNER OUT P N I _ _D E M 12 M 19 M~ M 29 @ EAVE_SET_W/0 GUTTER @ RIDGE_OUT @ BASE_A_T @ CORNER_OUT_R VRT c~• x 1 A307 BOl ENDWAL 'X1~" A3 5 BOLTS ENDWALL ~ PE1 PURLIN EXTENSI^N DIE-~OAAIED WDCE TAPE MASTIC I/2 CAUUt i/+'• eEADs aoa vASmIER N ~ is Iac pq ~» sma~ 1 ~' ~ .~ . ~` ` ` ~ ` euno ~r t: ~EOro, EA ~ euNe aNEr , Po,~T ro ro~~~ )TE; wA vA t ~F ANO WAIL U Sm~p q Af0'D. - rn, ur.) WELS OMITTED 1»/~ W ra 1R CLARITY. EAK BOX INSTALLATI ON T( M3g~ 0 0 --TOP BOLTS, SEE 0 o DRAWING FOR SIIE. BOLTED 0 0 END PLATE TOP BOLTS, SEE RAKE TRIM ~.-INTERMEDIATE BOLTS, o o TOP FLANGE ° ° DRAWING FOR SIZE. (VRT) VRE THE NUMBER OF TDP OR BOTTO T O M B L S CT 0 ~-INTERMEDIATE BOLTS, GREATER THAN FOUR. VEB THE NUMBER OF TOP p p ~TT011 BOLTS SEE OR BOTTOM BOLTS GREATER TWIN FOUR. IC N R V T BLI D I E , p ° DRAWING FOR SIZE. 0 0 FOR EXTENSION BEY~ID FLANGE IS BOTTQ~I ° ° BOTTOM B<b.iS, SEE INSTALLATION OPTIONAL, AT TOP 6 BOTTOM, FLANGE DRAWING FOR SIIE. RAKE END CAP INSTALLATION TM40 BOLTED END PLATE CONNECTION U2 BOLTS FOR RAFTER TO U3 AT BUILDING PEAK COLUMN CONNECTION #12X1 l/4' SDS 1' O.C. PEAK PURLINS ROOF SHEETING # 12 SCREW I/S C R LOSU E 6 EACH PER PANE BL[ND RIVITS I 4' ROOF PANEL 1 O.C. T TRIM I #14 x 7/8 4) I LAP TEK I 3'-0' O.C. ~ ` - TAPE SEAL #12x 1 #• sns 3 EA. PURLIN SOFFIT @ RIDGE FLASHING #14X 'SOS EAC HIGH RIB SOFFIT PANEL PE3 SOFFIT AT RIDE EAVE STRUT WALL PANEL E2 @ EAVE_CANDPY ~ lz scREw 6' O.C, 4 1 5 91 -0 STEEL LINE TO STEEL LINE BLDG 1 BLDG #2 2 3 4 22'-9" 22'-9" 22'-9" 22'-9" FRAME LINE DIMENSIONS 2'-0" 3' 6" 3'-6" F D F Q r ~ Q oA A N L_ ~ -1 L- LD F-3 - _. L i~ F-1 F-1 F-1 i F4 4'-8" L_ F ~ F tD I J ~ ~ (J.~ r w m q ~" F- 2 (- ~- ~ BUILDING #2 ~ ~ o ~ o f ~ ~ I 0 0 I o '' ~- c #5 HAIRPINS W/ I , 5'-0" LONG LEGS ~ A A TYP ®SW. & EW. 0 o F-2 o ~ J .I ~p ~, J I I D 0 ~ r O F ~ F ,- L_ J F 1 F_1 F~1 F-4 F-3 r ~ o --~ ° - ---___-J L-_---- ---.J ~__ _----1 N - - - L ----- .- W W _ DJ J F F J „ „ ,~ CONT. 18 -0 18 -0 18 -0 18 -6 18 -6 JOINTS 1 5 SEAL FOUNDATION PLAN REVISIONS DRAWING STATUS VULCAN STEEL STRUCT. ATLANTIC IMAGING REV. DESCRIPTION= DATE DTLR DATE CHKR APPD IX] FOR CONSTRUCTION PROJECT 3t.a x 91.o x tao FOUNDATI N PLAN I ]FOR PERMIT ONLY O [ J FOR APPROVAL ID 16512Rti DESIGN= CWE DRAFT= MTF CHECK= CWE t ]OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL. DATE= 11/2/06 SHEET 15 OF 17 ------------------ ADDRESS BLOCK 49, SEC. H LOTS 1 & 2 i. ~. COLUMN HAIRPIN BAR W/ 90° HOOK & 5'-0 LANG LEGS ANCHOR BOLT 2 - # 5 BARS CONTINOUS 6' X 6' - 8/8 WELDED WIRE MESH v ~ 6 MIL POLLY ~ - MOISTURE BARRIER • ~1• 4' THICK 1, SAND LAYER COMPACTED SOIL n s BARS a• aic BOTH WAYS ANCHOR BOLT 2 - tt 6 BARS CONTINOUS 6' X 6' - 8/8 WELDED WIRE MESH ' ~ ~ ~ ~ ' 6 MIL POLLY `° ''•~;a•'• • ••'•;°••'•~ ••'•o••••'•'•• .:• '••p:•~~: _ ~• MOISTURE •~.: • : ~.•~.: • .•~ :.~ :`.•.:`.• •.•.: BARRIER ~1' ~ SAND AYER 1• COMPACTED SO L NOT T^ SCALE SEE FOUNDATION PLAN SECT. A-A NOT TO SCALE # 6 BARS 10' 0/ BOTH WAYS TAP & BOTTOM ~ HAIRPIN BAR W/ 90° -fl~~'7r ~-COLUMN HOOK & 5'-0 SONG LEGS GENERAL FOUNDATION NOTES 1. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS. 2. ALL POURED IN PLACE SHALL BE Fc 3000 PSI MIN @ 28 DAYS. 3. WELDED WIRE MESH SHALL MEET ASTM A-185. 4. FOUNDATION AND FOOTING SIZING BASED ON ASSUMED SOIL BEARING CAPACITYDF 2500 PSF. 5. THE UPPER 12' OF BEARING SOIL IN FOOTING SHALL BE COMPACTED TD 98% OF THE STANDARD PRDCTOR. 6. MIN. REINFORCING STEEL CDVER AT EARTH ~ 3' 7. SLUMP RANGE AT PDINT OF DISCHARGES 3'-6' 8. OVERLAP ALL WWF A MINIMUM OF 8'. 9. LAP ALL REINFORCING STEEL A MINIMUM OF 30 DIAMETERS, 10. REMOVE TOPSOIL & ORGANIC MATERIAL FROM TOP 12' OF EXISTING GRADE. 11. PROOF ROLL OF 5' OUTSIDE BUILDING FOOTPRINT WITH VIBRATORY COMPACTOR. 12, FILL TO WITHIN 4' DF FINISHED FLOOR ELEVATION WITH CLEAN SAND FILL. 13. COMPACT TOP 6' OF FILL MATERIAL TO 95% DF MODIFIED PROCTOR DENSITY. (MIN) 14. SAW INDICATED CRACK CONTROL JOINTS WITHIN 8 HOURS OF PLACEMENT OF CONCRETE. 15. SOIL IN FOOTING TRENCHES SHALL BE FREE OF ORGANIC MATERIAL DR CLAY; IF EITHER IS ENCOUNTERED IN FOOTING TRENCHES, REMOVE IT & REPLACE WITH COMPACTED SAND. 16. CONTRACTOR TO REVIEW FOUNDATION DRAWINGS AND CHECK FDR COMPLIANCE WITH ERECTION DRAWINGS BEFORE COMMENCEMENT DF CONSTRUCTION. ANY DISCREPANCY SHOULD BE BROUGHT TO ENGINEER`S ATTENTION. (2) #6 REBARS CONT. z ~ ~ Q~ ' i •--1 ~. 6' X 6" - 8/8 WELDED WIRE MESH _~ '; . > ~~; '' `' •~' •' ~•r~er •,.. 1 ' ' •. • • .,a . ,Q. ~~ : 'ti r 1 ~ 1" ~ 6 MIL POLLY ~ MOISTURE BARRIER - 4' THICK SAND LAYER COMPACTED SOIL ~ 2 - # S BARS '-0' CONTINOUS SECT, B-B z v ~ i SEE FOUNDATION PLAN SECT. F-F NOT TO SCALE ~• 6 MIL POILY ~ MOISTURE BARRIER - 4' THICK SAND LAYER COMPACTED SOIL ~ 2 - # 5 BARS C~NTINOUS SECT. D-D NAT T^ SCALE SAW CUT 1/8' X 1' DEEP CONCRETE SLAB - -. '~1•'~' . ~:: ~:~ ~~~;, •,. ~ A /. A • • `~ ~ ~ ~ . SECT. C-C C Const. Joint ) NOT TO SCALE <2) #5 REBARS CONT. / 6' X 6' - 8/8 rWELDED WIRE MESH ••.~. •; . '' .• .,. .• .n' .Q. . .. • •. 1 ~ 1' it BLDG #1 BLDG #2 C2) #6 REBARS CONT. z 6' 6' 6'X6'-8/8 ~ ~ WELDED WIRE MESH v ' ': .c:::• ~:,`:::'.:.':••'::•• 6 MIL POLLY i .~~'•~:•~~'•~'~::~~;',~:='•.~ ~ MOISTURE BARRIER `~~•:o :~~•:¢::';''?;:'' ..d .~ - 4' THICK QI' ~ SAND LAYER 1~ COMPACTED SOIL 12' LONG DOWEL 24' O.C. 2 - # 5 BAR 1'-0' CONTINOUS SECT. G-G NOT T^ SCALE ~ HAIRPIN BAR W/ 90° 'V'fl' r-COLUMN ~HDOK & 10'-0 LONG LEGS ANCHOR BOLT 2 - # 5 BARS C~NTINOUS 6' X 6' - 8/8 WELDED WIRE MESH v ~ 6 MIL POLY i - MOISTURE BARRIER .v'~.~•' .q•'. .~•'~q•. .~•. q•.'.~~' ~ 4` THICK ~' ~1~ SAND LAYER 1' COMPACTED SOIL # 5 BARS 8' ^/C BOTH WAYS SEE FOUNDATION PLAN SECT. K-K ~ HAIRPIN BAR W/ 90° ~'Ti- .-COLUMN `HOOK & 10'-0 LONG LEGS ANCHOR !l BELT 2 - # 6 BARS CONTINOUS 6' X 6' - 8/8 WELDED WIRE MESH •' u~ ' ~'~' ~'~~~~ 6 MIL POLLY °~ - ..o.•.~:•.' .~•o'.•.~ •.:o'.•.~:•,: .•p~' MOISTURE ..,. .. .. ,.;..,. .~.;: .;:-'•'•••~• ~~ ~ BARRIER I~.,~~ I ~1~ SAND L YER COMPACTED SOIL t# 6 BARS 10' 0/ BOTH WAYS TOP & BOTTOM SEE FOUNDATION PLAN SECT. H-H NOT TO SCALE NOT TO SCALE • ~ I ~. d ~ ~ d •d . .. ,. .d '.' . • .~I '.•~ ' . ;• ;• • 105.00 (PLAT ~. • ,,. •. J 5•. ~, I ~... .1 d' I ~ . v' lI • • • I . , ` I ~~ I'o, ~~ •11. d4 `.. W '.' '... •• ''a ''. •.I '.. : •; • W ~ , . . ;. a ., . ` . .•I . .d ,. a •d' ~!.. ~~ d • I ti • rd ~ , r .. • . . .. .O dh^ . • I N i y 'd .~ ti ... .,~ , N , . • ~.. , i' .~• r d • . 1 I ~ . + , .~ , d I I . ~ '~ • ' d I d ~ .. .. .. ' i •. /. .+ • I. ~ : ~ ~ ~ W ~ ~ •, Sao' ~ »~ a J a ~ cv 0 ..~. o o It ~ c~ 0 _ 1 0 0 N ~ ~ z O z Q f m U • x ~ ~ `~. © ' N ~ ...r +.. W ~,. ,~ i r i S 6948 00 E 105.m~ A 0 N 0 ~ ~ 1 I o. 8X2 ~._._._ _ ~.___.w____ ~: ' : • C I . N ~ . y• ~ 7 Y v' t , y ~ . ~ Z N v • ;, . , • • ~! ~ ... . ••; ' . ' „ ~ •/ • I ' V . .. ~ ~ •~ 91,0 ; ~• '•:. .~ .` ~ .. . • „ . .~ .. , . • . . . • . . g ' ~ t •~• I . ... ~ ~ '~' . ' : ,~ ~ .. o. ' 3 ' . ~. ~ d ~' , ~ ~. ~ •. s ~ .V .. ~ f ~~ ~ ~ ' .~ t • • . •~. . . : ~ ~ ' ~ 4 ,: ~ ~' ... • ~(~ V! ~ ,~ '~ „ i' ~ ~ • 121.0 ....o ~ .... , .~, :. ,~ ~ •. 'o . a ' .• 8X2 '•~ • 10.0 } ~ ~ 1 f f N ~ N 6948 ~0 lU 155,0 UlNEEL. St0 P ~; ~. ~ SC~4LE 1/8 I 0 , , H W 0 r X d' ~1 N w N 0 N z i~ j .e .. ... •~ • 1 t I. 1. ''' 'e f L ~ .•1 +.• 1 ~ ~ 00 (PLAT) 105 . . f e .. 1 f y ,• ~„~ ' ' ' .,. s a . • ' ' ' •1 . L Fe .. , O 1 1. 1 •e' ,f.. i ~ . If . • ~ ~ 'e t ,' ;n r •• e~ .'.1 N, i 'e ..~ ti •'. .1~ .N ~° • • . e . , ,... .,.f ,. •,: a ~ . e ~' ~ •'' • r a , !••,'•1'• • 1' 'i. ' i. .•d. ' ' . •~•. 1. X i 7D • 1 • ~ 1 , ., ~', ~. • ' ' e .. '. i 4 i • . ,r. ` ~ 17 ~ v~ .+ W ~ ' i ~Q v ~ , i Yu• f' ~ ' ,2 30,0 ' , 1 Q ---«---_,_....,, ~ J ~ a ~ 1 v 1 ! ~ N ~ ,~ ..-~ O ~. v o ~ ~ ~ 0 _ ~ ~ - 0 0 N ~ `~ ~ o a~ Q 6""~ MfY11 r ~.. W - ~ ~, U ~ : ~' 00 ~; r- .-,.vl ~~ •' ~ i ,1 ~ " i S 698 ~0 E 1~5.~ >> • , I I 1 I o. 8X 1 1 f. A~. 91.0 •,r „ •;~. '• '. • •:~ ' • •.• 1 :. • .. • • . ~.. , .;; ~. .. ~•~ ~ 'o • '. •' . • ,, ~?. • '~ +t ~i .'~' ~ ~ 0 '' t '~ ~ . / y~'. ~~ • M ' ~ ~ '' ~ -+~-- i i s~xr io.o' ~ ~ ~ SItE PLAN >>2 SCALE I/8'•I'-fd' • ri .'~.• !1 '~ ~~ • ~ . ~ ..., ~' .. ~rf ~~ ~ t i .f •••• . •~ 4 1 4 ~; ~' . . .. '\ ~ ~ ~ ~1 is .' ~ i , ~ 121.0 , ~ ..~ ~ .... , .~ ~ ~ f ', ~ •. '' ' ( ~-~. e ~. • • . I '• .: 1 I ~ ~ 948'00' -di N 6 U! 155.00 UJNEEL STOP D 1a 0 ~-' Q __~ .. , .~ :~ . , :~ :-- ~ - .~°~~ ~~• ~~. -~ ~~. ~_Y{ P' x N W N 0 N z ~ ~ , .. ~ .~ • • ~ ~~ d• :y • 'a • •'~' • .. . .. ~ ' ~, r ' ' ,. .~ .. e , .,. • ,, ~ ~' .. ~ ti •d .. : ,, . ,. ~ s , ,~ .~, y.. f,,. M % ~~ •~ , .' ... ~ ~ ~ •' ~. ~ . .. I .. ~ • ~ •~ ~ !' v ~ 30.0 ~ • '' , -i~ 91.0' r ~ r 8 69~d8'00' E 105.rD0' 8.X2. b ~.+~, ~ PROPOSED SLAB LOCATION ,o.o~ t ~ ~ ~z~.o' a'x2' I "'~ 1 t f ~I i o. Q J u O O N O 0 z Q m I.L U 00 ' - a ; .i, ' ..~, • ~ ,~ ~ • .. . a i . '~ ~ ' :~~ ~ :. • a~' ~ • ~' . / ~ ~ •~• ~ ~' ~ ~~ 'v ~~' .. ~ • ' . ~. v ~ •~ ' ' , • ~ ' , • • , ' 1 , ~ 'h~ . p "~ . '• . '. a o, ~ . '~ ~~+ ' ' ' I'7 ; ! ' .. ~ .. ~~ ~ ~ ..~; ~. '~ . r, .~~ .. ~ rf .~ ~ ' .. t , ~ y ' ~ ~~~ o; a a' ... •. :~ r ~ •~ , ~ ~ •4~ ~ . ~ . ~ ., ' . / , . • • ' ; , ~ ' ~f ~ ~ ' :~• ~ ' '' ~ .: N 69~48'rD0' W 155.00' SITE PL ~4N u~+eE~ sroP ~ o o' f~TLAn/Tl ~- ~"'~I6In/65.oa you., ~svDS~-n,~ P~~~/ SAbAC. Priti~ GR,q_n~ yv1Y27t~ ~ s v~A w~c> iZ ~ 's„ ~ p VARIGA7Yi0 U2aPf~ _~ lRKIGAT/ol~I Sr'Sr~~ LOT C!