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1995 Francis Ave 2014 ABCC SHED LETTER OF CERTIFICATION -------------------- HERCULES STEEL BLDG, DATE4/ 3/14 FLORIDA PRODUCT APPROVAL INFORMATION COVERING AND TRIM COLOR TABLE Job Number 22692 DESIGNED BY: dwb APPROVAL # SHEETING End User ELS CONSTRUCTION DETAILED BY: RAC 26 GA. PBR ROOF PANEL Colvalume FL5346-1 ROOF PANEL: Job Location: ATLANTIC BEACH, FL J2233 CHECKED BY: DMC 26 GA. PBR WALL PANEL Fern Green FL5335.1 GAUGE PANEL TYPE COLOR_ 3070 WALK DOOR /SUB—JAMBS FL1 3889.3 26 GA. PBR P.r,,l Golvolurne DESIGN PARAMETERS COMMENTS lOx1O RUD FL1 2765.3 WALL PANEL: BUILDING DESCRIPTION: SKYLIGHT FL13793 GAUGE PANEL TYPE COLOR 26 Ponel Fern Green NOMINAL WIDTH: 50 feet 9" ROOF VENT FIL 12805.1 NOMINAL LENGTH: 65 feet WALL TRIM COLOR: EAVE HEIGHT, BACK S.W: 12 feet SOLAR WHITE EAVE HEIGHT, FRONT S.W: 12 feet ROOF SLOPE, LEFT: 1.0:12 CABLE TRIM COLOR: SOLAR WHITE ROOF SLOPE, RIGHT: 1.0:12 DESIGN LOADS BUILDING CODE: FBC 10 SNOW FRAME SELF'WEIGHT: INCLUD17D A% let; 0 FLAT ROOF SNOW LOAD Pf 0 PST z p I(r)I ROOF DEAD LOAD: 2.000 psf GROUND SNOW LOAD Pg 0.00 PST C) ;-4 COLLATERAL LOAD: I psf 1.00 SPECIAL NOTE: E 2 SNOW LOAD IMP. FACTOR 15 8, a ROOF LIVE LOAD: 20.00 psf THERMAL FACTOR Ct 1.00 BUILDING IS NOT STRUCTURALLY SOUND UNTIL ALL WALL COVERING, ROOF SHEETS, AND PERMANENT FRAME LIVE LOAD: 12 psf SNOW EXP. FACTOR Ce 1.00 BRACING IS INSTALLED. BUILDER / CONTRACTOR IS SNOW LOAD, ROOF- 0 psf RESPONSIBLE FOR SUPPORTS OR TEMPORARY BRACING 10 DURING ERECTION, HE SHALL FURNISH, AND INSTALL WIND SPEED: (3 SEC-GUST) Vult 130 mph THESE TEMPORARY SUPPORTS WHERE NECESSARY. TEMPORARY SUPPORTS ARE NOT PROVIDED BY THE WIND EXPOSURE: B METAL BUILDING MANUFACTURER. "C, O,-'P" CLOSURE Closed RISK CAJEGORY 11 Normol TUBE SEALANT SEISMIC PARAMETERS: t q SEISMIC IMPORTANCE: 1.00 SEISMIC USE GROUP: SEISMIC DESIGN CATEGORY: B DESIGNED SPECTRAL-ACCELERATION PARAMETER "SDS" — (SHORT PERIODS): 0.1589 GUTTER DESIGNED SPECTRAL-.'.'ACC ELE RATION PARAMETER "SD 1 — (1 SEC PERIODS): 0.1008 (TRIM VARIES) '3 MAPPED SPECTRAL RESPONSE ACCELERATION: "SS" — (SHORT PERIODS):0.1490 MAPPED SPECTRAL RESPONSE ACCELERATION: "S1" — (1 SEC PERIOD):0.0630 THE PROJECT DESIGNER IS NOT THE M ETAL [M�ANDARD TRIM LA BUILDING MANUFACTURER, THE METAL BUILDING RESPONSE MODIFICATION FACTOR: 3-5 DESIGNER OR THE METAL BUILDING ENGINEER. SITE CLASS (ASSUMED) D NOTE: ALL TRIM CONTAINED ON THIS PROJECT THE ENGINEER WHOSE SEAL APPEARS ON THE­ METAL BUILDING PLANS IS A SPECIALTY WILL HAVE OUR STANDARD 3' LAP AS SHOWN BASIC SEISMIC—FORCE RESISTING SYSTEM MOMENT RESISTING FRAME ENGINEER AND NOT THE PROJECT DESIGNER ABOVE, (TRIM STYLE VARIES) OR THE PROJECT ENGINEER OF RECORD. THE DESIGN BASE SHEAR V=Cs W ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS THE PROJECT DESIGNER. MICHAEL R. MURPH P-E- FLORIDA P.E.# 67 31 Xjjj jjj/PAR WAY 0 %b No. 6713 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE 0-- AP4. 17 2,01 1 DRAWING REVISIONS A DRAWING RELEASE HISTORY TE OF A, REASON FOR RELEASE REVISION DATE BY DESCRIPTION "o 0 DATE SENF R%0 A N A I. 13 C SEAL TYPE PERMITTED BY FL STATUTE 61C15-23.001 GENERAL NOTES 1. MATERIALS ASTM DESIGNATION A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING GEOMETRY PARAMETERS INCLUDE STRUCTURAL STEEL PLATE A529 OR A572 OR A570 OR A607 GRADE 50 DEFINITION OF WIDTH, LENGTH, HEIGHT, SLOPE, BAYS, INGRESS AND EGRESS REQUIREMENTS COLD FORMED LIGHT GAGE SHAPESA570 OR A607 GRADE 55 AS APPLICABLE AND NECESSARY FOR THE DESIRED OCCUPANCY USAGE CATEGORY. BRACE RODS A572 GRADE 65, UNLESS NOTED HOT ROLLED MILL SHAPES ASTM A992 GRADE 50 A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING LOAD PARAMETERS INCLUDING ROOF AND WALL SHEETS A6�3 OR A792 GRADE 50 BOLTS A3G7, A325T, AND A490 A307 UNLESS NOTED DEFINITION OF THE BUILDING CODE AND APPLICABLE EDITION (YEAR), DETERMINATION OF BUILT—UP MEMBERS A570 GRADE 50 OR 55 IMPORTANCE FACTORS, DEFINITION OF ALL LOADS REQUIRED FOR THE DESIGN OF THE 2. STRUCTURAL PRIMER STRUCTURE INCLUDING DEAD LOADS, COLLATERAL LOADS, LIVE LOADS, WIND SPEED AND EXPOSURE CATEGORY, HVAC UNIT LOADS, FLOOR AND OTHER APPLIED LOADS (IF APPLICA— SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IT'S COLOR IS RED OXIDE. BLE). NEITHER THE METAL BUILDING MANUFACTURER OR THE METAL BUILDING ENCI THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. RESPONSIBLE FOR LOAD OR EXPOSURE CATEGORY DETERMINATION. NEER ARE 3. A325T BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A3251—N UNLESS SPECIFICALLY NOTED OTHERWISE. A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING MATERIAL PARAMETERS INCLUDE DEFINITION OF ALL EXTERIOR COVERING MATERIALS AS WELL AS ALL INTERIOR SURFACES STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE 13th AND FINISHES. EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325-F OR A490 BOLTS". PER SECTION 8.2, A325T 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 OrHERWISE IN THE CONTRACT DOCUMENTS, THE METAL BUILDING MANUF.'S DESIGN, FABRICAFION, QUALITY CRITERIA srANDARDS 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 AND 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 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 WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E 17IRM 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 IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECL PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS BY THE BUILDING MANUT. DOES NOT IMPLY OR CONSTITUTE AN THE PROJECT DESIGNER IS NOT THE METAL AGREEMENT THAT THE BUILDING MANUF. OR ITS DESIGN ENGINEER IS ACFING AS THE ENGINEER OF RECORD OR DESIGN BUILDING MANUFACTURER, THE METAL BUILDING PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE DESIGNER OR THE METAL BUILDING ENGINEER. STRUCTURAL SYSTEM FURNISHED BY THE METAL BUILDING MANUF. IN COMPLIANCE WITH ALL REQUiREMLNTS OF FHE THE ENGINEER WHOSE SEAL APPEARS ON THE PURCHASE ORDER. METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER THE BUILDER / CONTRACTOR IS RESPO'�SIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF SrEEL BUILDING OR THE PROJECT ENGINEER OF RECORD. THE COMPONENTS IN ACCORDANCE WITH THE METAL BUILDING MANUF.'S "FOR CONSTRUCTION" DRAWINGS. TEMPORARY ENGINEER WHOSE SEAL APPEARS ON THE SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE FHE RESPONSIBILITY OF THE ERECTOR TO METAL BUILDING PLANS DOES NOT HAVE DETERMINE, FURNISH, AND INSTALL. FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS THE METAL BUILDING MANUF. DOES NOI WARRANT STRUCTURAL INTECRITY OF ANY COMPONENTS FIELD MODIFIED FHE PROJECT DESIGNER. 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. MICHAEL R. MUR4Y P.E. FLORIDA P.E.# 47131 AS TAKEN FROM THE THIRTEENTH EDITION OF THE AISC MANUAL PACE 16.3-53 PARAGRAPH 7.14 — READS AS FOLLOWS 500 CAN PAqKWAY "THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, GRINDINGS, WELDING OR CUTTING, 020 AND THE DRAWING OF ELEMENTS INTO LINE WITH DRIFT PINS, SHALL BECONSIDERED TO BE NORMAL ERECTION OPERATIONS." RECOGNIZING THE FLORIDA BUILDING CODE REQUIRES EXPOSURE C AS or THE DEFAULT WIND EXPOSURE. IF IS RESPONSIBILITY OF THE PROJECT DESIGNER TO DETERMINE, VERIFY AND PROVE EXPO URE S "B" IS APPLICABLE BASED ON THE BUILDING LOCATION AND THAT EXPOSURE B IS ACCEPTABLE FO LOCAL BUILDING/CODE OFFICIALS OR AUTHORITIES HAVING JURISDICTION. Ir IS THE ABSOLUTE RESPONSIBILITY OF THE BUYER TO RETAIN SERVICES N o 67131 OF AN INDIVIDUAL OR FIRM PROPERLY QUALIFIED TO PERFORM THE DUTIES REQUIRED OF A PROJECT DESIGNER "mi APR 1*7 2,0114 TO INCLUDE: STATE OF A PROJECT DESIGNER IS RESPONSIBLE FOR DETERMINING THE SITING OF (DETERMINATION OF 4P*'-- (ORVID WIND EXPOSURE) AND SPECIFYING THE GEOMETRY, LOADS AND MATERIALS FOR A BUILDING PROJECT, JVA SEAL PE PERmilitu by FL STATUTE 6IC15-23.001 Die= 5/8" ANCHOR BOLT NOTES: ANCHOR DOLT SUMMARY MANUFACTURER RECOMMENDS USE OF STRAIGHT RDD ANCHOR BOLTS WITH NUT AND WASHER ON BOTH ENDS AS LIPPOSED TO J-BOLTS OR Total Diu L- Pro' ANCHOR BOLTS WITH HOOKS BECAUSE OF BETTER PERFORMANCE Qty Locale (in) (in) (in) RESULTS IN CONCRETE FOUNDATIONS. EITHER TYPE BOLT IS — ACCEPT A BLE AS DETERMINED BY THE FOUNDATION ENGINEER. ANY 0 8 J-1a 5/8" 9.00 3.00 VALUES GIVEN FOR ANCHOR BOLT TDTAL LENGTHS AND/OR B END 0 32 Endwq,1 5/8" 15.0 3.00 LENGTHS ARE SUGGESTED LENGTHS ONLY. IT IS THE RESPONSIBILITY 0 16 Frame 3/4" 24.0 3.00 OF THE FOUNDATION EN GINEER TO DETERMINE THESE VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AND OTHER FACTORS. 4 HEX NUT 2"—EW W/FLAT WASHER SEE BUILDING PLANS CONCRETE LINE\, FOR PROJECTION flF 1 1 3/4" DETAIL A Dicl� 5/8" HEX NUT WAS I 65'-O"STEEL LINE TO STEEL FINE W/FLAT 'SHER 2 3 25'-0" 15'-0" 25'-0" - 9" DOOR JAMBS 5/8" DIA. - 15" FOR ALL OTHER 5/8" DIA. & DOOR JAMBS ACTING AS E-W. COLUMNS 24" ALL OTHERS 4" [AN�OLTS SHALL BE ASTM F1554 GRADE (MIN.) 2" 4" OR GRADE 55 2" 2" 4� ANCHOR BOLTS L __j EW A fl?" rt X-Brocin g rq 2�­ - /_._1 - 1 3/4 1 3/4" (D :�00 UA Z--b-d A A�ODOO See Plan C C DETAIL B Din= 3/4" FIELD LOCATE: an 00 00 (2) 3070 WALK MIR W/ SUB—JAMBS 3" B lod 3" 8" 2" 2" 0 2 0 oo Sw - w 0 See Plan 9 DETAIL C 0 Dia= 5/8" THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING 00 00 DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON -THE METAL BUILDING PLANS IS A SPECIALTY F ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE .6 ENGINEER WHOSE SEAL APPEARS ON THE 00 4" METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE L C LOCATION AND THEREFORE CANNOT BE 00 A IDENTIFIED AS, SERVE AS OR QUALIFY AS Sw 2 THE PROJEcr DESIGNER- EW/ DIP ro 0 1 3/4" 0 IF — C gFD (_n X-Br.cinq See Plan ca 3/4- 1 3/4' 2' 2" 2 2" 1 3/4 1 3/4' 2 on MICHAEL R. MURPHY P.E. DETAIL D 10'-0" 5'-0*' 5'-0" 10'-0" 10'-0" FLORIDA P.E.# 67131 500 VYLCGAAN 3PIA6R2KIPAY ADI_L, FRAME LINE 25'-0" 25'-0" N �k 1jillf/j/A, ,Ej DIMENSIONS- 0 kill 1E 00, ANCHOR BOLT PLAN NOTE: All Base Plates @ 100'-0" (U.N.) �(STEEL LINE) CONCRETE EDGE AND ANCHOR BOLT PROJECTI—ON No. 67 SEE PLAN AT SLAB WITHOUT NOTCH V. a I INSIDE CLOSURE (LPTIONAL) NOTE: 1 3/4" OUT TO OUT CONCRETE WALL PANEL-V BASE ANGLE SLAB BEYOND FINISHED FLOOR 0 SEE PLAN 2'x 4' x 16 GA. W/WAS iER 7 2914 I[] OUT STEEL #12 x 1-1/4' SDS 0 A% (6 PER R%EL) ATE OP i < > A' PROJECTION 112' ....... x FIN�SHI 4 # N, NAL SEAL/Alkh MWINED BY 17 FINISHED 1-3/4' F.O.WIDTH 1-3/4' FL STATUTE 61G15-23.001 SECTION 'A-A BASE TRIM--/ '4 FLOOR DRAWING STATUS 1/4' A-A' REVISIONS HERCULES STEEL BLDG. ELS CONSTRUCTION I o' I EXI FOR CONSTRUCTION NAIL-IN ANCHOR 01 DATE DTLR DATE CHKR APPD —P-R—E]JECT 50 ANCHOR BOLT PLAN & DETAILS 36' O.C.(BY OTHERS) 6 E 3 FOR PERMIT ONLY REV. DESCRip rioN: x 65 x12 __DESIGN:dWb I DRAFT: PAC__j CHECK: DMC EDGE OF CONCRETE I I FOR APPROVAL ID 22692 L E I OTHER, EXPLAIN PROJECT TATE1 4/ 3/14 1 SHEET 1 OF 8 CONCRETE EDGE AND ANCHOR BOLT PROJECTION BASE ANGLE WITH BASE TRIM TYP. OVERHEAD DOOR RECESS DETAIL — ------------------ ADDRESS ATLANTIC BEACH, FL 322,- FRAME LINES: 2 3 RIGID FRAME: BASIC COLUMN REACTIONS (k ENDWALL COLUMN: BASIC COLUMN REACTIONS (k Frame Column -----Dead-----CollaterGl- ----Live------Wind-Lef,I- -Wind Rightl- --Wind-Left2- Wind Wind Wind Wind Wind Wind Wind Wind Seis Rightl Left2 Right2 Press Suet Lungi Lon92 Left Line Line Horiz Vert Horiz Vert Noriz Vert Horiz Ver Horiz - Vert Horiz Vert Line Line Vert Vert Vert Vert Vert Ve rt Vert Harz Harz Vert Vert Vert CD) I Frm Cal Dead Collat Live Leftl COLUMN UNE 2 A 09 1.4 0.4 0.5 4.2 6.0 -7.9 -10.6 -4.0 -7.6 -5.8 -6.0 1 A 0.2 0.1 1.4 -2-1 -1.1 -2.1 -1.1 0.0 0.0 1.6 -1.0 0.0 2 D -0.9 14 -0.4 0.5 -4.2 6.0 4-0 -7.6 7.9 -10.6 1.9 -3-0 1 B 0.6 0-2 4.9 -6.7 -4.4 -6.7 -4.4 -2.3 2.5 �5.3 -3.6 0.0 Frarne Column -Wind-Right2- --Wind Longl- --Wind-Long2- -Seismic-Left Seismic Right I C 0-6 0.2 4.9 -4.2 -6.8 -4-2 -6.8 -2.3 2.5 3.7 -5.3 0.0 Line Line Horiz Vert Horiz Vert figriz Vert Horiz Vert Horiz Vert I D 0.2 0.1 1.4 -1-3 -2.1 -1.3 -2.0 0.0 0.0 1.0 -1.7 0-0 2- A -1.9 -3.0 -4.3 -101 --4-6 -8.2 -0.1 -0.1 0.1 01 4 D 0.2 0.1 1.4 -2.1 -1.1 -2.1 -1.1 0.0 0.0 =1-6 -1.0 0.0 2- D 5.8 -6.0 4.6 -8.2 43 -10.1 -0.1 0.1 0.1 __O_I 4 C 0.6 0.2 4.9 -6.7 -4.4 -6.7 -4.4 -2�3 2.5 �5.3 -3.6 0.0 4 B 0.6 0.2 4.9 -4.2 _6�8 -4.2 -6,8 -2.3 2.5 -3.7 -5.3 0.0 2- Frame lines: 2 3 4 A 0.2 0.1 1.4 -1.3 -2-1 -1.3 -2.0 0.0 0.0 -1.0 -1.7 0.0 Scis GENERAL NOTES Frm Cot Right Line Line Vert A 0.0 H APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND DOES NOT B 00 LI LESENT THE PROFESSIONAL OF RECORD. C 0.0 I D 0.0 IV IV (2. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE 4 D 0.0 MPAL BUILDING MANUFACTURER. 4 C 0.0 4 B 0.0 R3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8" IN BOTH 4 A 0.0 EVATION AND LOCATION. �L) THE BUILDING REACTION DATA REPORTS THE LOADS WHICH THIS BUILDING PLACES ENDWALL COLUMN: MAXIMUM REACTIONS RIGID FRAME: MAXIMUM REACTIONS 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 -Column Reactions (k -Column Reactions (k BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB SITE CONDITIONS. Frm Cal Load Hmox V Lord Hmin V Frm Cal Load Hmax V Load Hmin V Line Line ID IT Vmax ID IT Vmin Line Line ID H Vmarx ID IT Vmin (5-) ALL ANCHOR BOLTS TO BE ASTM F1554 GRADE 36 MIN. OR GRADE 55 (UNLESS NOTED) 2- A 1 54 7.9 2 -4.2 -5.5 6-) VALUES GIVEN FOR BENDS AND ANCHOR BOLT TOTAL LENGTHS ARE SUGESTED LENGTHS A 6 0.0 -2.4 6 0.0 -2.4 4 -2�O -6.7 UY. IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THESE 7 00 1.9 2- D 3 4.2 -5.5 1 -5.4 7.9 VALUES SINCE THEY ARE A FUNCTION OF CONCRETE STRENGTH AS WELL AS OTHER FACTORS. B 8 1.5 -3.6 9 -1-4 -2.9 1 -5.4 7.9 5 2.0 -6.7 1 0.0 5.8 8 1.5 -3.6 C 8 1.5 -3.7 10 -1.4 -2.8 2- Frame lines: 2 3 1 0.0 58 8 1.5 -3.7 1 D 11 0.0 -1.1 1 1 0-0 -1.1 1 0.0 1.7 BUILDING BRACING REACTIONS 4 D 6 0.0 -2.4 6 0.0 -2.4 ± Reactions (k ) Panel Shea, 7 0.0 1.9 -Wall - Cal -Wind--Seismic - (lb7ft) 4 C 8 1.5 -3.6 9 -1.4 -2-9 Loc Line Line Harz Vert Herz Vert Wind Seis 1 0.0 5.8 8 1.5 -16 4 B 8 15 -3-7 10 -1.4 -2.8 L-EW 1 A,B 2.6 2�2 0.1 0.1 1 0.0 5.8 8 1.5 -3.7 F-SW D 2,3 3.4 2.4 0-3 0.2 4 A 11 0.0 -1.1 1 1 0.0 -1.1 R-EW 4 D,C 2.6 2-2 01 0.1 1 0.0 1.7 B-SW A 3.2 3.4 2.4 0.3 0.2 WIND LOADING PRESSURES CHART (AREA <= 10 SO.FT. FOR PANELS) MULTIPLY x.6 FOR POSITIVE POSITIVE NEGATIVE NEGATIVE DESIGN VALUE (VU LT) (VAS D) (VU LT) (VASD) ZONE 1 (ROOF INTERIOR) 13 8 -31 -19 ZONE 2 (ROOF EDGE) 13 8 -52 -32 THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING ZONE 3 (ROOF CORNER) 13 8 -77 -47 DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE ZONE 4 (WALL INTERIOR) 28 17 -31 -22 METAL BUILDING PLANS IS A SPECIALTY - ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ZONE 5 (WALL EDGE) 28 17 -38 -23 ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE 3X7 29 18 -29 -18 LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS IOX10 27 17 -27 -17 THE PROJECT DESIGNER. MICHAEL R. MURPHY P.E. DESIGN LOAD DEFINITIONS FLORIDA P.E.# 67131 500 VULCAN PARKW* RIGID FRAME LOAD CASE TE USE MAXIMUM STATED WALL PRESSURES FOR ADEL, C,� 3�1620 Wind Ll/Wind R1 Laterat wind Load Prom the teft/right with a negat ive internat pressure cofficient. N 0 xj�llij if/ Wind L2/Wincl-R2 Laterat wind lead from the (eft/right with a. posiijve internal pressure cofFicient. WINDOWS, LOUVERS, OR ANY OTHER SUCH TYPE Wincl-Lni Longitudinat wind Load with a negative jr)-ternat pressure coefficient. Wind Ln2 - - Longitudinal, wine[ Load with a positive internal pressure COefficlent. ACCESSORY OPENING IN THE METAL BUILDING !�e�tsmic L/Seismic_R = Laterat Seismic Toad from teft/right. Z_ 1, LWINDR L#E/ LWIND4 R#E = Longitudinal wind Leads for edge zones. WALL WHETHER OR NOT THE ACCESSORY IS No. 6713 F#UNB SL L/ F#UNB 1) _S1__R = Unbalanced roof snow Load with wind from the left/right. SUPPLIED BY THE METAL BUILDING MANUFACTURER, FffPAFLL # = Pattern live Toad For continuous beam systems. -AU 0* A 'Note; Bracing reactions are not already included in Combination with any other toad lout must be added to basic reactions as desired Toy the foundation designer.' P C01AQL = CottaterQ( Load EndwcI( Load Case Definit; RaFter Wind-L/ RcFter Wind R � Lctterat wind Load from the leFt/right. ;IN16 V. Brace Wind_L/ Brace Wind-R � Lateral wind toad from the left/right with the bracing toads added, At. N\\ Wind I..,! fill _P/Wind-S = Wind Pressure/Suction due to tongitudino,( wind. SEAL IY E 1P`LRMITTED BY Wind-Ln# = Longitudinal wind toad on the roof. REVISIONS DRAWING STATUS FIE STAI*UFE 61C15-23.001 Seismic_1_/Seismic_R = Lateral. Seismic toad from left/right. REV. DESCRIPTION: [X�] FOR CONSTRUCTION HERCULES STEEL BLDG, ELS CONSTRUCTION E#UNB_SL_L/ E#UNB-SL-R = Unbalanced rooF snow load with wind from the teFt/rIght. DATE 111111 DATE CHKR APPD E FOR PERMIT ONLY PROJECT �50 x 65 x12 ANCHOR BOLT DETAILS & REACTI NS E#PA FLL IT = Pat tern Live load For continuous loeam systems, [ I FOR APPROVAL ID 22692 DESIGN.�dw ��CHE�CK. DMC� LWINDff_L/LWIND#_R = Longitudinal, wind Loads for edge zones. I I OTHER, EXPLAIN PROJECT ATLANTIC BEACH, FL 3223-PATE: 4/ 3/14 ISHEET 2 --------- ADDRESS SPLICE 3OLr TABLE - MEMBER TABLE t e urge 11 ly Mark Start End _fh i­ck— Mark i.p Elot Int Type Dia Length 1/2'xl 1/4' Web � th a e u 5 FLANGE BRACE REFERENCE KEY: PURLIN/GIRT BOLT S t' x Thk x Len th W x Thk x Leng SP-1 R-F1--1 7.5 .5 - '--x-37-16 h 4 4 0 A325T 0.625 2.25 '9 15-1_�O_Wl' -5 136- n x J/lb x 114. Y U,N.) 19.5 19.5 0.165 24.2 5 x 3/16" x 27.8 1 0 F13 xA(1): xx=INCHES, (1)=ONE SIDE ONLY 0 RFI-2 20.0 0.0 0.120 57.6 5 x 3/16" x 2400 5 x 3/16* x 58.4 '��7FLANGE DRACES: 10 0 0.0 ol?n gi,,- - - f78xxA(I): xx-INCHES, (1)=ONE SIDE ONLY fLOCATION(I)=ONE SIDE,(2)=(BOTH SIDES)_-_,�, a A '1iILL2214G FLANGE BRACE SIZE FLANGE BRACE LENGTH /2'xl 1/4' A307 BOLTS A SECOND FLANG FLANGE BRACE BRACE IS REQUIRED SEE FRAME CROSS IF '(2)' IS NETTED IN THE �MAIN FRAME FLANGE BRACE REFERENCE. RAFTER SEE FRAME CROSS SECTION FOR LOCATIONS. - F6�B[I L FS 7 7TU�TA L ADDITIONAL HEIL-ES ARE PRESENT FUR ALIGNMENT PURPOSES ONLY 5 5'_1., 4 4 SKYLIGHT RC-R26 SKYLIGHT 0, 24 4 2114'_8 4' 9 1'-0' V 0' 26 Go. pBR, Galvalume @ 4'-10" r7 __-1 4 FE3B* FE338 (1) I F838A 1 FB38 1) 12 12 F F1397 IA(l) '�7 (339.5A(l) u RFI-2 w RFi-2 THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER z E7 < OR THE PROJECT ENGINEER OF RECORD. THE z of ENGINEER WHOSE SEAL APPEARS ON THE Of METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS THE PROJECT DESIGNER. MICHAEL R. MURPHY P.E. FLORIDA P.E.# 67131 500 VULCAN PARKWAY ADEL,,IA I 11� 11 -7 7/8" 45'-4 1/4" l'-7 7/8"1, lilt;, CLEARANCE 5o'-o" our-TO-OUT 0 % MAIN FRAME ELEVATION: FRAME LINE 2 3 No. 6 1 01 APR- Oft STATE OF 40RIDt� 104AL GENERAI_ NOTES: SEAL TYPE PERMITTED BY NQIICE TO ERECTOR FL STATUTE 61G]5-23.001 ---------------------- (A)lt 's MPORFANT that for rnernbers REVISIONS DRAWING sr;�Tus exceedinti 30 ft. in length that a I I FOR CONSTRUCTION HERCULES STEEL BLDG, ELS CONSTRUCTION spreader bar be used when lifting. REV. DE SCRIP r[ON: DATE DTLR DATE CHKR APPD EXI FOR PERMIT ONLY PROJECT 50 x 65 xi2 MAIN FRAME ELEVATION (B)ALL flon(jo braces and wind bracing E I FOR APPROVAL ID — 22692 DESIGN:dwb I DRAFT: RAC I CHECK: DMC m st be installed prior to exterior I I EITHER, EXPLAIN finy" PROJECT ATLANTIC BEACH, FL 322 ------------------ ADDRESS RATE: 4/ 3/14 ISHEET 3 TRIM TABLE ROOF PLAN 1/2'xl 1/4' OID MARK LENGTH PURLIN/GIRT-� A307 BEILTS I I HC-R26 1 3'--0 — 1 TM19 (TYP. U.N.) MEMBER TABLE F FLO-LOC GRIP ROOF PLAN LO-LOC --M—ARK PART — LENGTH P-1 8X25ZI-3— 26 -1 1 2 P-2 8X25Z14 17'-3 1 2" 1/2'xi 1/4' CABLE E-1 8E275D16 24'-1 1 1/2" A307 BOLT� EYEBDLF E-2 8E275DI6 14'-1 1 1/2" E-3 8E275D16 24:-11 1/2" FLANGE BRACE IL S FLANGE BRACE HILLSIDE CB-4 SEE FRAME CROSS, C _5 0.250CBL 20 -9" (REQ'D. IF PIECEMARK SECTION FOR LOCATIONS FLAT B 0.250CBL 24'-10" REF. '2' ONLY) FOR BEITH RIGID FRAME WASIE NIT SIDES SEE FRAME CRESS RAFTER - -- SECTION FOR LOCATIONS 6 BOLTS TOTALI ADDITIONAL HOLES ARE PRE�ENT BRACE CABLE ASSEMBLY FOR ALIGNMENT PURPOSES ONLY CABLE HARDWARE FACTORY ATTACHED SYMMETRICAL AT BOTH ENDS 65'-0"OUT-TO-OUT OF STEEL 25'-0" 2 15'-0" 2 25'-0" A E-3 RFI-I E-2 RFI-1 E-3 Ld Lu P-2(Typ) P-I(Typ) P-I(Typ) -D FIELD LOCATE: < (2) 9'xlO'—O' RIDGE VENTS >\ co CD &/V cr cl� D I I '"-t-cD JLIGHf Ln co BF1-2 RF-1-2 ER-2 PANEL ER-1 0 18- 0 i I i i 12) 0 af NOTE: L —1 L —1 SKYLIGHTS NOT TO BE LOCATED WITHIN —0' OF EAVE OR RAKE. �n 5/ THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY P-I(Typ) ENGINEER AND NOT THE PROJECT DESIGNER 2(T P-170) (16) OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE %csl�"-' -4- FAMILIARITY WITH THE PHYSICAL - - '/-1 F -1 LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS ILICHI THE PROJECT DESIGNER. u ER-2 /RF 1-2 RF1-2 ER-1- 1 PANEL < 0 CD 12)18 1620 oo MICHAEL R. MURPHY P-E. -IS cn "T cN FLORIDA P.E-# 67131 500 VULCAN PARKWAY 0 ADEL, CIA A ol No. f 71 !w— L : — E-1 RF1-1 E-2 RFI-1 E-1 ROBLIN ROOF ol APR 17 2 4 3/4" SHEETING STATE OF LAP /�'-1 3/4" PANELS: 26 Ga. PBR A, Calvalume ZOR%D"" ROOF FRAMING PLAN //; 0 /1111YA Iffil,100 SEAL lYP`E PERMITTED BY FL STATUTE 61G15-23.001 REVISIONS DRAWING STATUS HERCULES STEEL BLDG. ELS CLINSTRUCTION I I FOR CONSTRUCTION REV. DESCRIPTION DATE I DTLR I DATE I C-HKR APPD 1XI FOR PERMIT ONLY PROJECT 50 x 65 x12 ROOF FRAMING E I FOR APPROVAL ID 22692 DESIGN:clwb I -D­RA`F­T7­R`A`C---rCHECKi DMC L I OTHER, EXPLAIN PROJECT ATLANTIC BEACH, Fl- 3224,PATE: 4/ 3/14 1 SHEET 4 ------------ ADDRESS TRIM TABLE 12'xl 1/4' FRAME LINE D M— PURLIN/GIRT A307 BOLTS OID ARK LENGTH DETAIL //—TTYP. U.N.) I —D-T R—-10--3 T M 2 1 2 DTR 20'-3" TM21 FLII-LOC GRIP 3 DTR 5'-3 TM21 4 CTR 12'-3" TM29 5 RVEG 20'-3" TM50 6 RVEG 5'-3 TM50 1/2'x CABLE 7 RVCB 6" A30'7 BOLTS 7EYEBULT 1 1/4 7 BOLT� TM52 8 RVG E 6" FLANGE BRACE FLANGE BRACE 9 0" TM31/TM3--' <REO'D. lF PIECEMARK SEE FRAME CROSS HILLSIDE 101 JCT 10'- SECTION FOR LOCATIONS FLAT$ JTR TM31 REF. '2' ONLY) FOR BOTH RIGID FRAME WASHER NUT- HT '10'-6 TM33 SIDES SEE FRAME CROSS RAFTER SECTION FOR LOCATIONS [6--D0—LT-S-T-11-TAL-j MEMBER TABLE ADDITIONAL HOLES ARE PRESENT BRACE CABLE ASSEMBLY FOR ALIGNMENT PURPOSES ONLY — FRAME INE D CABLE HARDWARE FACTORY ATTACHED MARK PART LENGTH SYMMETRICAL AT BOTH ENDS DJ-I 8x35Cl 6 1 1 DH-1 8x35Cl 6 10'-0" 65'-0"OUT-TO-OUT OF STEEL E-1 8E275D16 24'-Il 1/2" E-2 8E275DI6 14'-Il 1/2" 2 -4 8X25ZI6 9'-8" 25'-0" 15'-0" 25'-0" G-5 8X25Zl 6 24'-4 1/2" CB-3 0.250CBL 18'-11" E-1 E-2 E-1 ml 00 DH-I DH-I -4 0 C-4 0 :0 b G-4 G-5 K G-4 co ko- DA L L I I E EC-4 RFI-I RFI-I EC-I 10'-0" 10'-0" 5'-0" j i� 5'-0 L 10'-0" 10'-0" SIDEWALL FRAMING: FRAME LINE D THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY (Gutter with 3 downspouts) ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD, THE ENGINEER WHOSE SEAL APPEARS ON THE F-I I El METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE IDENTIFIED AS, SERVE AS OR QUALIFY AS LOCADON AND THEREFORE CANNOT BE THE PROJECT DESIGNER. <M> MICHAEL R. MURPHY P.E. FLORIDA P.E.# 67131 (D 0 (D C) 0 0 CD 0 1 1 1 1 1 0 0 0 0 CD 0 0 0 500 VULCAN PAR*AY ADEL, GA 316 Af N o. G-7 1 d... APR ��7 2 14 ,10, STATE OF SIDEWALL SHEETING TRIM: FRAME LINE D PANELS: 26 Go. PEIR - Fern Green NAL /I %\\ SEAL TYW RNMITTED BY GENERAL NOTES: REVISIONS DRAWING ST FIE STATUTE 61015-23.001 (1.) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESI�N OF REV. SCRIPTION; FOR CONSTRUC ION HERCULES STEEL BLDG. ELS CONSTRUCTILIN -D—TLR DATE CHKR APPD EX, T 50 SIDEWALL FRAMING SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM E 3 FOR PERMIT 0 Y PROJEC 65 x12 I FOR APPROVAL ID 22692 DESIGN:dlo I DRW�r. PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING :�2 RAC �CHECK: DMC SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. I I EITHER, EXPLAIN PROJECT ATLANTIC BEACH, FL 322 ATE: 4/ 3/14 ISHEET 5 '22 ---------- ADDRESS FRAME LINE A 1/2'xl 1/4 OID MARK LENGTH DETAIL RLIN/GIRT FA307 BOLTS (TYP. U.N.) 1 -DT-R——2 O'�-�� TM21 2 DTR 5'-3" TM21 FL.-LOC 3 CTR 12'-3" TM29 FLO-LOC GRIP 4 RVEG 20'-3" TM50 5 RVEG 5'-3 TM50 6 RVCB 6" TM52 1/2 xl 1/4' CABLE 7 RVGE 6" A30') BOLTS EYE"OLT 'OLT MEMBER TABLE FLANGE BRACE �L FLANGE BRACE HILLS., SEE FRAME CROSS LS.' FRAME LINE A (REU'D. IF PIECEMARK SECTION FEIR LDCAfIUNS �FLAI MARK PART LENGTH REF. '2' NLY) FOR BOTH RIGID FRAME WASHER NUT SIDES SEE FRAME CROSS RAFTER — -- E-2 8E275DI6 IT--1 1/2" SECTION FOR 1-11CATIONS F6-­BBLTS-T-OTALI E-3 8E275DI6 24:-ll 1 ADDITIONAL HOLES ARE PRES,-NT BRACE CABLE ASSEMBLY G-6 8X25Z16 26 -1 1 X2 FOR ALIGNMENT PURPOSES ONLY CABLE HARDWARE FACTORY ATTACHED C-7 8X25Z16 17'-3 1/2" SYMMETRICAL AT BOTH ENDS 65'-0"OUT-TO-OUT OF STEEL CB-3 0.250CBL 1 1 25'-0" 15'-0" 25'-0" 1@ E-2 E-3 E-3 cl� co G-6 G-7 G-6 G-7 G G-6 G- G-6 co BA -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I - EC-4 RFI-1 RIFT-1 EC-I GIRT V-1 3/1" V-1 3 -1 LAPS V-1 3/4- 11-1 3/4- SIDEWALL FRAMING.- FRAME LINE A THE PROJECT DESIGNER IS Nor THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER- THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY (Cutter with 3 downspouts) ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE FT F- ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES Nor HAVE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS THE PROJECT DESIGNER. MICHAEL R- MURPHY P.E. - - FLORIDA 71 1 P-EL6 0 0 0 C 0 0 0 0 (D 0 0 0 0 0 0 0 Q 0 0 0 0 0 500 VULCA14 R K WAY <�> - - - - - - - - - - - - - - - - - -I -I -I -I -I ADE�,,GAl 31620 C\j C\l �j C14 cl� c1l c\j c1l c\j CA c� 10 No, 67 I t 0� 7:-0". A�R 7:�-;i�-% TATE OF , 0-,. P, SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go- PBR - Fern Green 0 NAL ;11[111\ SEAL TYP PERMITTED BY FIL STATUTE 61GI5-23.001 GENERAL NOTES: REVISIONS DRAWING STATUS HERCULES STEEL BLDG. ELS CEINSTRUCTION I FOR CONSTRUCTION (1-) IF CABLE BRACING, WIND BENTS, WIND COLUMNS, OR WEAK AXIS DESIGN OF REV. DESCRIPTION: IDATEFD-T-LR-T—DATE CHKR APPD 1XI FOR PERMIT ONLY PROJECT 50 x 65 x 12 SIDEWALL FRAMING SIDE WALL COLUMNS WERE NOT PROVIDED IT HAS BEEN DETERMINED THAT DIAPHRAGM C I FOR APPROVAL ID 22692 DESR5�,�d-b DRAFT: PAC I CHECK: DMC PANEL ACTION IS SUFFICIENT TO RESIST LONGITUDINAL FORCES. TEMPORARY BRACING I I OTHER, EXPLAIN P—ROJECT SHOULD BE PROVIDED BY ERECTOR UNTIL ALL WALL AND ROOF PANELS ARE INSTALLED. — ------------------ ATLANTIC BEACH, FL 322,-PATE: 4/ 3/14 &HEET 6 ADDRESS S 11 FRAME LINE I QUAN TYPE DIA LENGTH LOCATIO ER--ITER R-2 4 A325T 5/8- 2 1/41� Colurnns/Raf 4 A325T 1/2" 1 1Z2 50'—O"OUT—TO—OUT OF STEEL TRIM TABLIT____ FRAME LINE I 8 OID MARK LENGTH DETAIL 20'-0" 15'-0" 1 _DT R 20'-3" TRIM-21 TRIM 21 12 3 CTR 12'-3" TM29 RA 4 RVRT 20'-3" TMI I RA 5 RVRT 5'—5" TMI 1 2 DTR 10'-3" 12 -To ER 6 RVPB 1'-4" TM39 ER—I B4 2 MEMBER TABLE FRAME LINE 1 MARK PART LENGTH EC-1 8x35C 16 10'—5 5/8" EC-2 8x35C1 6 1 ]:-7 15/16" CIA I EC-3 8x35C 16 1 —7 15YI 6" EC-4 8x35C 16 10'—5 5 8 00 ER—I I Ox25c 12 25�—I 1/16" 01 ER-2 I Ox25c 12 25'—1 1/16" C-1 8X25Z 16 14'-0 C-2 8X25Z1 6 19'-4 1/2" G-3 8X25Z 15 19'-4, 1/2" CB-1 0.250CBL 18'—7' CB-2 0.250CBL 17'—10" F G�2 G-1 cc) BA FC-1 EC-2 EC-3 EC-4 ENDWALL FRAMING: FRAME LINE 1 12 12 THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER- THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENTIFIED AS, SERVE AS OR QUALIFY AS F THE PROJECT DESIGNER. m In DO CO 'IT mic HAEL R_ MURP -c-A FLORIDA P_E_� 6 31 C14 500 VULCAN PAR�WAY A)EL. GA 316 0 ID LNDW 'B" FLO-LOC No DOLT u HILLSIDE WASH FLAT WASHET� ZEMBI�Ll STATE OF NUT COLUMN CABLE BRACE DETAIL ENDWALL SHEETING TRIM: FRAME LINE I ............ NOTE� HILLSIDE WASHER,EYEBOLT,FLO-LOC, PANELS: 26 Go- PER FLAT WASHER, NUT ATTACHED TO CABLE BY FACTORY. Fern Green ply ­111II1110 SEAL TYPUPERMITTED BY FIL STATUTE 61G15-23.001 GENERAL NOTES: EVISIONS DRAWING STATUS HERCULES STEEL BLDG. ELS CONSTRUCTION REV. DESCRIPTION: DATE DTLR DATE CHKR APPD L I FOR CONSTRUCTION RR-0JECT 50 x 65 x12 (I.) IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS EXI FOR PERMIT ONLY ENDWALL FRAMING BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST I I FEIR APPROVAL ID 22692 DESIGN:clwb I DRAFT1 PAC LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL E I EITHER, EXPLAIN PROJECT ATLANTIC BEACH, FL 322'dATE: 1/ 3/14 SHEET 7 ALL WALL AND ROOF PANELS ARE INSTALLED. ----------------- ADDRESS — BOLT TABLE FRAME LINE LOCATI I QUAN TYPE DIA LENGTH F O�R�-2 8" 2 1/4" 17R--1 TE IRCIf Columns 4 A325T 1/2" 1 1/2" 50'-0"OUT-1-0-OUT OF STEEL IM IAULE C FRAM I KA OID-- R—K LENGTH DETAIL 15'-0" 20'-0" 15'-0" 1 DT—R 20'-7 TRIM-21 -h�' 2 DTR 10'-3" TRIM 12 21 12 3 CTR 12'-3" TM29 RA FIO RA 4 RVRT 20'-3" TM1 I ER-1 5 RVRT 5'-5 TMI 1 84 ER 2 6 RVP13 V-4" TM39 FRAME LINE 4 -M—ARK RA R—T L-E—N GTH 8x-35CI 6 1-0�-—5 5/8 C'T EC-1 EC-2 8x35C 16 1 l'-7 15/16" EC-3 8x35C 16 1 l'-7 15/16" EC-4 8x35C 16 10'-5 5/8 ER-1 1 Ox25c 12 25'-1 11/16" ER-2 lOx25cl2 25'-1 /16" G-1 8X25Z16 14'-0' C-1 C-3 G-2 8X25Z16 19'-4 1/2" 0 G-3 8X25ZI 5 19:-4" 1/2" I CB-1 0.250CBL 8 -7 CB-2 O.250CBL 17'-10" F XG I G-2 G-1 co 0- BA EC-1 EC-2 EC-3 EC-4 ENDWALL FRAMING: FRAME LINE 4 12 12 THE PROJECT DESIGNER IS NOT THE METAL BUILDING MANUFACTURER, THE METAL BUILDING DESIGNER OR THE METAL BUILDING ENGINEER. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS IS A SPECIALTY ENGINEER AND NOT THE PROJECT DESIGNER OR THE PROJECT ENGINEER OF RECORD. THE ENGINEER WHOSE SEAL APPEARS ON THE METAL BUILDING PLANS DOES NOT HAVE FAMILIARITY WITH THE PHYSICAL JOBSITE LOCATION AND THEREFORE CANNOT BE IDENfIFIED AS, SERVE AS OR QUALIFY AS -00 THE PROJECT DESIGNER- 00 C-4 1 0 1 3 in 7 C() -c-4 MICHAEL R. MURPHY P.E. -c-4 C\I FLORIDA P E# 7 1 3 1 500 VULCM*PA" WAY AllL, G�,,A,,3,,1,6'0 kii ol 1141L�ALL CA,E EYEBOLT DC, FLII-Ll JRI <2,)A325T 5/� DOLT No. 671 HILLSIDE WASH FLAT WASH ENDWALL NUT COLUMN AP4 t7 291 ATE OF CABLE BRACE DETAIL A-, A. NOTE�HILLSIDE WASHER,CYEBOLT,FLO-LGC, ENDWALL SHEETING TRIM: FRAME LINE 4 tOR101' F LAT WASHER, &NUT ATTACHED TO CABLE BY FACTORY. PANELS: 26 Cu. PBR - Fern Green Z . ....... f Ot A SEAL TYPE PERMITTED BY FL STATUTE 61G15-23.001 GENERAL NOTES: REVISHINS DRAWING STATUS HERCULES STEEL BLDG, ELS C[INST-RUCTIEIN REV. DESCRIPTION1 DATEJ:RL�DATE CHKR APPD UCTI NOT SHOWN ON ERECTION DRAWINGS IT HAS X1 FOR PERMIT ONLY PROJECT 50 x 65 x12 EN—DWALL FRAMING (1.) IF CABLE BRACING FOR END WALL IS I I FOR CONSTR ON BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST I I FOR APPROVAL D 22692 P—ESIGNi dwlo I DRAFT: RAC CHECK: DMC LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL I I FITHER, EXPLAIN ALL WALL AND ROOF PANELS ARE INSTALLED- �ROJEC ATLANTIC BEACH, FIL 3221-PATE, 4/ 3/14 SHEET 8 ------------------ ADDRESS