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50 W 3rd St 2013 warehouse M PROJECT NUMBER: S 1308201 A COMPLIANCE o c ; D D FOR CODEC MP I RENEGA BRYAN WEAVER CITY OF ATLANTIC BEACH PROJECT NAME: SEE PERMITS FOR ADDITIONAL STEEL BUILDINGS, ING. PROJECT LOCATION: ATL-ANTI C B EACH EL 32233 REQUIREMENTS AND CONDITIONS.- _LRE •7-/1"0 m CUSTOMER: BRYAN WEAVER WED BY: DATE: �, � M r� DESIGN CODE: FBC 2010 m ROOF LINE LOAD: 20.00 PSF MBMA OCC. CUSS: II n x NOTES AND SPECIFICATIONS N .BILE COPT BUILDING ERECTION NOTES LINE LOAD REDUCIBLE' -- zd t)THE GENERAL CONTRACTOR AND/OR ERECTOR 6 RESPONSIBLE TO SAFELY AND - .. - - - ROUND SNOW LOAD - PS - W _ F - C . G F SNOW EXP. ACTOR Ce: PROPERLY ERECT THE METAL BUBDNG.SYSTEM IN CONFORMANCE WITH THESE DRAWINGS, YES NO SNOW IMPORTANCE FACTOR, Is: - OSHA REQUIREMENTS,AND MEMLA STANDARDS PERTAINING TO PROPER ERECTION.THIS INCLUDES, BUT tS.NOT LIMITED TO THE CORRECT USE TEMPORARY GUYS AND PRIMARY AND SECONDARY STEEL PRIMER COLOR:RED ❑ ]g( FASCIA; PROJECTION: ' IOP"OF FASO WIND: .140 mph WIND IMPORTANCE FACTOR, Iw: 1.00 BRACING WHERE NEEDED FOR SQUARING, PLUMBING.AND SECURING.THE STRUCTURAL - - AND SECONDARY FRAMING SECONDARY WALL FRAMING MEMBERS(GIRTS OR BAR JOISTS) ROOF SHEETING, TYPE: Classic Roof (CR) 26 GAGE, FINISH:G�alume FACE PANEL, TYPE- _GAGE, FINISH: EXPOSURE C $ a ARE NOT DESIGNED TO FUNCTION AS A WORK PLATFORM OR PROVIDE SAFETY TIE OFF - _.ATTACHMENT N WITH OSHA REQUIREMENTS. SECONDARY ROOF FRAMING TTACH EM ACCORDANCE E:QU : ROOF PANEL CLIP.TYPE:]9N/A ❑TAU_ ❑SHORT ❑UTILfTY []FIXED. ❑FLOATING BACK PANEL, TYPE. —GAGE, FINISH: UL 90 No 'll MEMBERS(PURLNS OR BAR JOISTS)ARE NOT DESIGNED TO PROVIDE SAFETY TIE OFF U - ATTACHMERT N ACCORDANCE WITH OSHA REQUIREMENTS. Classic Roof-Const No. 181; Classic Roof w/Translucent Panel--Const. No. 167 THERMAL BLOCKS: YES NO EPS FOAM SPACER•❑ YES NO CAP TRIM PAINTED. BASE TRIM PAINTED: Z 2)ALL HIGH STRENGTH BOLTS ARE TYPE ASTM A325 AND ARE TO BE INSTALLED To ❑ � � � � - _ CFR Roof-Const No.552; CFR Roof w/Tmnslueent Panel-Const No.59k THE'SNUG-TIGHT'CONDITION AS DEFINED BY THE RCSC SPECIFIGTtON PoR TM - ❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: Composite CFR Roof-Const No. 552A; VR16 N Roof-ConsL'No.332 . SrRl rn v rnrNTS ico lr • oR A490 TS 2004 EDITION, SECTION B.I. UNLESS SEAMING METHOD FOR CFR ONLY):❑"ROLL LOCK T N STANDARD HOLES DO NOT REQUIRE REFER To THE DEVIL PAGES FOR SEISMIC INFORMATION Ss:--- SI:--- NOTED OTHERWISE. ALSO. NOTE BOLTS 0 SE LOCK H• C7vl SO PANE TYPE: GAG FINIS . Z REIT E, WASHERS PER THE RCa=SPECIFICATION FOR N:aRt r JOINTS KING A.7S OR M90 AWInONAL SEARING INFORM TM - - �"' _ , ���� � ❑'VISE LOCK 360" Design Sds/Sd1: -- / --- Site Class: COMPOSITE CFR DECK, TYPE:N/A GAGE,-FINISH: SOFFIT TRIM AT BUILDING LINE PAINTED: actor. - Seismic Design -- J Seismic Imp. F - 9 - �.., 3)ALL A307 MACHINE BOLTS ARE TO BE BROUGHT TO A"SNUG TIGHY . CONDITION TO ENSURE THAT THE MATERIALS N THE DONT ARE BROUGHT ROOF LINE TRIM, PAINTED:Polar White SP ❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) AnoWis Procedure: Equivalent Lateral Force Method DO INTO GOOD CONTACT WITH EACH OTHER. - - , Detailed Setsmic J B • Not iled far 4 WASHERS ARE.REQUIRED AT ALL SLOTTED CONNECTIONS AS FOLLOWS: EXTERIOR WALL SHEETING, TYPE: Classic Wall CW 26 GAGE, FINISH.Fox Gray SP CLEAR UNDER FASCIA Basic SFRS. Lal z =IiTO SLOT CONNECTION.-ONE WASHER REQUIRED ON SLOTTED SLOE - 00 =sIDT TO SLOT CONNECTION,TWO WASHERS REQUIRED,ONE ON EAST SIDE EXTERIOR WALL CORNER TRIM FINISH:Polar White SP ❑ ® PARAPET SYSTEM I„ n OF THE CONNECTION.HOWEVER AT LAPPED ZEE MEMBERS,WHETHER PURLINS W - n OR GIRTS.N0 WASHERS ARE REQUIRED IN THE B-BOLT LAPPED REGION. EXTERIOR BASE TRIM, PAINTED:Polar White SP ❑ STRUCTURAL PARAPET ❑ NON-STRUCTURAL PARAPET NOTES: LTJ 1i'� 1 1)COLLATERAL DEAD LOADS,UNLESS OTHERWISE NOrm.ARE ASSUMED TO BE s)THE METAL BUILDING SUPPLIER SHALL BE NOTIFIED PRIOR TO ANY FRAMED OPENING TRIM, PAINTED:Polar White SP TOP OF PARAPET HEIGHT: - - - UNIFORMLY DISTRIBUTED.WHEN SUSPENDED SPRINKLER SYSTEMS.UGHTING.WAG. a O n FIELD MODIFICATIONS. MODIFICATIONS SHALL BE APPROVED BY THE METAL BUILDING SUPPLIER BEFORE WORK IS UNDERTAKEN: EQUIPMENT.CEILINGS ETC..ARE SUSPENDED FROM ROOF MEMBERS.CONSULT THE M.B.S. W 5 z^ WALL FRAMED OPENING, SIZES: FSW None BACKER PANEL, TYPE: GAGE, FINISH: IF THESE CONCENTRATED LOADS EXCEED 200 POUNDS OR IF NDMDUAL MEMBERS ARE Non m 6)ALL WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR LOADED SIGNIFICANTLY MORE T1WR atHrRs. W EDS a:: L '... THE WELDING PROCESSES AND POSITIONS INDICATED.ALL WORK MUST BE BSW None - ❑ CANOPY (EXPOSED BEAM). PROJECTION: COMPLETED AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE AWS 2)THE DESIGN OF STRUCTURAL.MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED '., SPECIFICATIONS.WELD ELECTRODES USED FOR THE SMAW (OR STICK WELD _ - AT EAVE UNE BELOW EAVE BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD,AS LEW 1 14' 0" W x 14' 0" H ❑ ❑ ( ) DETERMINED BY THE APPLICABLE CODE , � ! PROCESS MAST�70 K51 STEEEI..AID LOW HYDROGEN CONTENT. �. - - 7) COMMON ABEIR REW None ROOF PANEL, TYPE: GAGE, FINISH: BUILDING a TYP UNG-TYPICAL UNLESS NOTED OTHERWISE f) SIM.-SIMILAR. b3 SLV-SHORT LEG VERTICAL q) NIC-Nor IN CONTRACT INTERIOR WALL SHEETING, TYPE: N/A _GAGE, FINISH: SOFFIT PANEL, TYPE: —GAGE, FINISH: c LLV-LONG LEG VERTICAL h)SL-STEEL UNE ROOF DEAD .3.00 1'21 NS x FS-NEAR SIDE AND FAR SIDE t) N/a-NOT APPucABLE INTERIOR CEILING LINER, TYPE: N/A GAGE, FINISH: SOFFIT TRIM AT BUILDING UNE PAINTED: pp COL 100 e OAL.-�OVVERALL LENGTH MBS-METAL BUILDING.SUPPUER - Q� e) CONSTRUCTION LOADS SHALL NOT BE PLACED ON ANY STRUCTURAL STEEL INTERIOR WALL TRIM, PAINTED: N/A CLEAR UNDER.CANOPY BEAM: SEC COL : 1.00 FRAMEWORK.UNLESS SUCH FRAMEWORK 5 SAFELY BOLTED,WELDED,OR OTHERWISE YES NO - lot EAVE EXTENSION CONCEALED BEAM). PROJECTION: --- /fie'' ADEQUATELY SECURED. ❑ Loi ( ) SNOW Cs: C 9) PURLINS AND GIRTS SHALL NOT BE USED AS AN ANCHORAGE POINT FOR A FALL H ❑ DOWNSPOUTS PAINTED:Polar.White SP GUTTERS PAINTED:Polar White SP SOFFIT PANEL, TYPE: _GAGE, FINISH: ROOF SNOW --- .�. 25 ' ARREST SYSTEM UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE METAL BUILDING - WIND RE SUPPLIER. ® ❑ WALKDOORS, QUANTITY: (1) 3070 PAINTED: Polar White SOFFIT TRIM AT BUILDING LINE PAINTED: "p I ON BE USED AS A WALKING NG SURF WHEN INSTALLING - Gm 0.18 SAFETY SYSTEM 10 PURLINS MAY ONLY ACL /WORKI PROTECTION PROD PERMANENT BRIDGING WAS BEEN NSDILLED AND FALL ❑ WINDOWS.• - PAINTED: ❑ �( RAKE EXTQJSION, PROJECTION: SEISMIC R: --- co . FINISH: SEISMIC Cs: --- .. ` tt CONSTRUCTION LARDS MAY 8E PLACED ONLY WITHIN A ZONE THAT IS WffHIN B FEET U NO ROOF: 3 INCH WAL1S. 3 INCH SOFFIT PANEL TYPE: GAGE, ,,. M INS 1AT10N T BY MBS, TA 1� ❑ ( ) __ M TE OF OF THE CENTER-LINE OF THE PRIMARY SUPPORT MEMBER: CFR BUNDLES -SHOULD BE � - � �� KIP$. _ � .n�, ��. N . PLACED DIRECTLY OVER THE ROD FRAMES. 1s�T SOFFIT TRIM AT BUILDING LINE PAINTED: 'y`` � +C t� � \ tV 12)ALL LFTING DEVICES Misr MEET OSHA OR►EDTA STANDARDS AND N NO CASE R ❑ Lol CRANES (SEE CRANE.PLAN FOR ADDITIONAL CRANE INFORMATION) //f r''' ry Q R��P.•a�C7\\ c7 CD �LIFTING STRUCTURALUSE THE MBS AS A'SPREADER BAR OR ❑ j$ MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO) ❑ I( PARTITION WALL SHEETING // �jO' LL i,A` CG` \\\ � GENERAL DESIGN NOTES AND MATERIAL SPECIFICATIONS ❑ WALL TRANSLUCENT PANELS: (6) Classic Wall - Length= 5'-4" ANEL TYPE: _GAGE, FINISH: // 1. „14,,`1 M t)ALL STRUCTURAL SjEE SECTIONS AND WELDED PLATE MEMBERS ARE DESIGNED IN - X _ _ � � b�ns P.E. ON WALL TRIM COLOR: Core N ACCORDANCE WITH THE RISC"SPECIFICATIONS FOR SITRUCTIRAL STEL IIWLDINGS- ❑ �. ROOF TRANSLUCENT PANELS. � � � - • ALLOWABLE STRESS DESIGN'.NINTH EDITION,OR•THE AMSC"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS".THIRTEENM EDITION.AS REQUIRED BY THE SPECIFIED _ INSULATED PANELS YES❑ NO❑ �oN ILS _ 200 V�lhetstone'Road j j UL -BUILDING CODE Co - 2)ALL WELDING of STRUCTURAL stns IS BASED ON AWS D1.1 ^.srnucrURAL WELTING ❑ ® PIPE JACKS, SIZE: Swansea, S.C. 29160 .Q 0 Q J Q CODE".LATEST EDITION_' W _ W 3)ALL COLD FORMED MEMBERS ARE DESIGNED IN ACCORDANP WITH ANSI ❑ ® ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAK Qvw�s 013 Florida P.E. No. 56425 � F- � o .'SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS'. �`w �} _ LATEST.EDITION. ❑ RIDGE VENTS, 10'-0" LONG X 9" THROAT. QUANTITY: 1 O ERECTOR NOTES Z z Z = W Co 4)ALL WELDING of COLD FORMED slm s BASED ort AWS DI.3 -STRUCTURAL WELDING ALTERNATE FASTENERS HAVE BEEN SUBSTITUTED ON THIS BUILDING. ERECTION MANUALS REQUIRED Q � �Q (� . 0 CODE-SHEET STEEL'. LATEST EDITION. STRUCTURAL FASTENER. ERECTION MANUALS ARE SHIPPED WITH THE - �'" F- 1" Q THE DRAWINGS INDICATE AN H1040 STR o 5)IF WS-EN ARE INCLUDED WITH THISAND ARE PROJECT,THEY ARE SUPPLIED D APART OF THE - WH E � M SYSTEMS-ENGINEERED METAL BUILDING AND AfRE FABRICATED N ACCORDANCE WITH'THE HERS WITH WASHERS HAVE BEEN SUPPLIED. BUILDING N A WAREHOUSE PACKING CRATE) Q.j 'Z o REQUIREMENTS OF SECTION 1928.758 OF THE OSHA SAFETY STANDARD FOR STEEL �.�e�f m v m ERECTION, DATED JANUARY 78 2001. G r T1\1 E THE DRAWINGS INDICATE AN H1060 TRIM FASTENER, a G1N� H1061 FASTENERS WITH WASHERS HAVE BEEN SUPPLIED. ❑CFR ROOF ❑H9700 OR ❑H8260 ❑SINGLE CURB (H9850) 6) MATFRWL SPECIFlCAnONs `,^,�G'15 ®CLASSIC ROOF ❑H9420 OR ®H8201 10 DOUBLE CURE) (H9800) ��SID FtAncE MATERIAL N WALL SHEETING ❑H9430 OR ®H8300 ❑VR16 II H9925) 5'-12"WIDE&THRU I'7HICx_A529.GRADE 55 THE 16'x16' ROLL UP DOOR FRAMED OPENING SUPPLIED OTHERS A38 HANGINTHIS'PG DEAD ECT WEIEIGHTBEEN OF1960 LBS.ESIGNED TOIN ADDITION. TOTALHFRAMED STATE OF FLORIDA L., SII BUILT-UP STRUCTURAL WEB MATERIAL—Aio11 SS(OR HSLAS CLT)OR 55 - IN N TO SUPPORT WIND LOAD NORMAL TO THE DOOR, BASED ori TME STANDARD BUILDING CODE PRODUCT APPROVAL NUMBERS DRAWING INDEX '.. '. HUT-ROLLED STRUCTURAL A36 DR A572 GRADE 50 OR A992 GRADE 50 -. . STRUCTURAL TUBE wsoo GIao6 8(45�) CRITERIA. THE FRAMED OPENING HAS NOT BEEN DESIGNED FOR STRUCTURAL PIPE A500 GRADE B(42 10) ANY ADDITIONAL MOMENT OR CATENARY FORCE FROM THE DOOR. COLD-FORMED STRUCTURAL A1o11 OR A1039 SS(OR HSLAs CLT)GR 55 ANY CHANGE TO THE INFORMATION SHOWN HERE.WOULD REQUIRE FL2686.1 ACCENT WALL 26ga COVERSHEET C1 RPB ROOF PANELS A79z GRADE GID AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING STANDING SFJVA tt00F PANELS A79z GRADE 50.CLASS t REINFORCEMENT. FL.2686.2 CLASSIC-WALL 26ga. ANCHOR BOLT DRAWINGS F7 E2 R-PANEL AND A-PANEL slaNc A553 GRADE 8%CLASS I oR fL2686.3 REVERSE CLASSIC WALL 26ga. COLUMN BASE REACTIONS R7 " A792 CRAM 8%CLASS t. . ROD BRACING A5n GRADE 50 STRUCTURAL/SHEETING DRAWINGS Ell - E6 E w GeiE ewu7 COATING aAss A GRADE EHs 7-WIRE FL4891.1 CFR .STANDING SEAM ROOF 24ga. s T WELos AWS D7.1 LATEST EDITION FL4891.2 CLASSIC ROOF 26ga. DETAILS�t — D5 �., HCH-STRENGTH WL75 A325 TYPE 1 HEAVY HEX OR 8 0 A490 TYPE 1 ARCANE BOLTS A3o7GRADE AFA "E'L HOCFL4813.3 VR16—II ROOF PANEL 22ga. & 24ga. • � t 0 FL5614.1 CLASSIC ROOF/WALL TRANSLUCENT PANEL N/A � Y1 AIM s -- � 00 . o0 1 _ 4 — — OF EL 62' 0" OIJT TO OUT STEEL 3 2 " 21'-0" 20'-0" 21 —0 m I _ �{ I m X—Bracing A A Z 00 0 00 0o Aoo ELS A C C oo GENERAL NOTES00 B a In o 1. THE SPECIFIED ANCHOR ROD DIAMETER 6. "SINGLE" CEE COLUMNS SHALL BE 00 v ASSUMES F1554 GRADE 36 UNLESS NOTED ORIENTED WITH THE "TOES" TOWARD THE ui J0 OTHERWISE. ANCHOR ROD MATERIAL OF LOW EAVE UNLESS NOTED OTHERWISE. °0 c� B B ER MEETING OR EXCEEDING EQUAL OIAMET 0 0 - THE STRENGTH REQUIREMENTS SET FORTH. 7. ANCHOR RODS ARE REQUIRED ONLY IN THE - ON THESE DRAWINGS MAY BE UTILIZED AT QUANTITIES SPECIFIED. BASEPLATES MAY THE DISCRETION OF THE FOUNDATION BE FABRICATED WITH MORE HOLES THAN. Boo m � C o O Ld W DESIGN ENGINEER. ANCHOR ROD EMBED— NEEDED FOR THIS PROJECT. W z� rn O Dia= 3/4" MENT LENGTH SHALL BE DETERMINED BY Nn n a cn THE FOUNDATION DESIGN ENGINEER. 8. THE ANCHOR BOLT LOCATIONS PROVIDED- "' C BY METAL BUILDING MANUFACTURER p - n p ANCHOR BOLT SUMMARY 2. METAL BUILDING MANUFACTURER IS NOT SATISFY PERTINENT REQUIREMENTS FOR THE t9 �W M m O O Qty Locate 0(in) Type p(in) RESPONSIBLE FOR PROJECT FOUNDATION DESIGN OF THE MATERIALS SUP.PIJED BY'_ v Oj z cn= "o p DESIGN. THE FOUNDATION DESIGN IS THE THE METAL BUILDING MANUFACTURER. W mx n� C 1 t0 4 0 32 Endwall 3/4' F1554 3.00 m O o 0 16 Frame 3/4" F1554 3.00 RESPONSIBILITY OF A REGISTERED PLEASE NOTE THAT THESE REQUIREMENTS. 1 PROFESSIONAL ENGINEER, FAMILIAR WITH MAY NOT SATISFY ALL ANCHOR BOLT X LOCAL SITE CONDITIONS. CONCRETE EDGE DISTANCE REQUIREMENTS p DEPENDING ON THE DETAILS OF THE 0 3. ALL ANCHOR RODS, FLAT WASHERS FOR FOUNDATION DESIGN. _ ANCHOR RODS, EXPANSION BOLTS, AS WELL BECAUSE FOUNDATION DESIGN IS NOT WITH— Boo D O /, p AS ALL CONCRETE/MASONRY EMBEDMENT IN THE METAL BUILDING MANUFACTURER'S ANCHOR BOLT PLAN PLATES ARE NOT BY METAL BUILDING SCOPE OF WORK, IT IS THE RESPONSIBIL— NOTE: AII-Base Plates -0 100'-0" (U.N.) MANUFACTURER. ITY OF THE WAUFIED PROFESSIekAL E o o DESIGNING THE FOUNDATION TQ.MAKE B 4. THIS DRAWING IS NOT TO SCALE. CERTAIN THAT SUFFICIENT CONCRETE EDGE a0 o DISTANCE IS PROVIDED FOR THE ANCHOR00 ch 5. FINISHED FLOOR ELEVATION = 100'-0" BOLTS IN THE DETAILS OF THE FOUNDA cn w cV I UNLESS NOTED OTHERWISE. TION DESIGN. N LO ch 0) J O G LL. co F 0. 0o A Cc, A oC = M W F TOO. — o o _ X BrOcin _ W Q W C9 g `t Qpm LLI w Q 7 Q (= . Nm . O 21'— 20'-0" 21'-0" �itl1111// W>- !— o�- Q w co i E� Np 2 a U $ fn 5 5 —'pi -- „L3 TATE 1 OF i _.. NN \ W Core y/ 11A(A ;�. � N 200 Whetstone Road' ,�� � �'9 Swansea, S:C. 29160 HAI 52;� Florida P.E. No. 56425 i Dia= 3/4" �, n 'Q FOUNDATION DESIGN NOTE: o 0 tel` THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT 8 9p Q�N z COINCIDE WITH THE ACTUAL COLUMN ORIENTATION SHOWN ON PAGE F1. PLEASE O REFERENCE THE SIDEWALL SW AND ENDWALL (EW) STEEL LINES SHOWN ON. THE _ ( ) a.< H ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN ON PAGE F1 DURING LAYOUT ' U w OF COLUMN AND ANCHOR BOLT LOCATIONS. m m N o COLUMN T „ 4 _ 0 O I O FINISH m ao FL00R 2 EW ', Ili f,. .f.• ''A.!• , � �' „ „ ANCHOR BOLT 2 2 .a'. DETAIL A TYPICAL COLUMN BASE PLATE DETAIL Z - . o Dia= 3/4„ A �Qo 2"r: Wm Ld CLR. OPENING * VARIES: m= � L ff O O 2422-38 (USE (2) 1/2' DIA EXPANSION 4 O I BOLTS PER COLUMN) O p „ GIRT DEPTH + 2" L � 2 —EW 7f 1, •• _ . 2 2 r`' SECTION A M See Plan (RECOMMENDED) N N TYPICAL OVERHEAD DOOR LL m v DETAIL B FRAMED OPENING = M Dia= 3/4" � m ca c � w � � W� > o � agau=i prrrri��� a� Q �� z =� 1 -�N09 a m m co I \�00 \,\CENS�.;/S LO O O 4 25 - - T'• T TE OF •c� SW s oRlo AL ui Core 11lb s, P.E. Y 2 2 N 200 etstone Road a�I � � - , o See Plan Swansea, S.C. 29160 $} LL DETAIL C Florida P.E. No. 56425 ' FRAME LINES: 2 3 RIGID FRAME: BASIC COLUMN REACTIONS (k ) . A F Frame Column -----Dead-----Collateral- -----Live------Wind_Leftl- -Wind_Rightl- --Wind-Left2- o 0 COLUMN LINE Line . Line Horiz Vert - Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert- 2* A 0.2 1.4 0.1 0.3 0.8 3.9 -7.4 . -14.4 5.6 -2.7 -8.9 -10.1 2* F -0.2 1.4 -0.1 0:3 -0.8 3.9 -5.6 -2.7 7.4 -14.4 -4.1 1.6 Frame Column -Wind-Right2- --Wind_Longl- --Wind_Long2- -Seismic Left Seismic-Right Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* A 4.1 1.6 2.6 -9.4 2.2 -7.8 -0.1 . _0.1 0.1 0.1 m m 2* F 8.9 -10.1 -2.2 -7.8 -2.6 -9.4 -0.1 0.1 0.1 -0.1 2* Frame lines: 2 3 ENDWALL COLUMN: BASIC COLUMN REACTIONS .(k.) m Wind. Wind Wind Wind Wind Wind Wind Wind Seis Frm Col Dead Collat Live Left Rig ht1 Left2 Right2 Press Suct Long Lohg2 Left Line Line Vert Vert Vert Vert Vert Vert Vert Harz Harz Vert Vert Vert 1 A 0.0 0.0 -0.3 -0.5 -0.7 -0.5 -0.7 -1.1 '1.3 -1.0 -0.1 0.0 0 H H 1 B 0.7 0.2 3.7 -5.9 -3.5 -5.9 -3.5 -3.3 3.7 -4.3 -3.6 0.0 1 E 0.7 0.2 3.7 -3.5 -5.9 -3.5 -5.9 -3.3 3.7 -3.6 -4.3 0.0 . -_iV -_tV 1 F 0.0 0.0 -0.3 -0.7 -0.5 -0.7 -0.5 -1.1 1:3 -0.1 -1.0 0.0 0 4 F 0.2- 0.0 0.9 -1:7 -1.1 -1.7 -1.2 -1.6 1.8 -1.5 -0.9 0.0 v 4 D 0.5 0.1 2.5 -4.9 -2.9 -4.9 -2.9 -3.0 3.2 -3.9 -2.6 0.0 4 C 0.5 0.1 2.5 -2.9 -4.9 -2.9 -4.9 -3.0 3.2 -2.6 -3.9 0.0 C3 4 A 0.2 0.0 0.9 -1.1 -1.7 -1.2 -1.7 -1.6 1.8 -0.9 -1.5 0.0 z RIGID FRAME: ANCHOR BOLTS do BASE PLATESvi 5eis Frm Col Right z Frm Col Anc._Bolt Base-Plate (in) Elev. Line Line Vert o Line Line .Qty Dia Width Length Thick (in) 1 B 0.0 m * 1 E 0.0 2 A 4 0.750. 8.000 12.63 0.375 0.0 2* F 4 0.750 8.000 12.63 0.375 0.0 4 F 0.0 F Zo 4 D 0.0 � 2 Frame lines: 2 34 A 0:0 a 'Z m U p n m - W08z mro. Ld =i '�C GENERAL NOTES ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES BUILDING BRACING REACTIONS 1. ALL LOADING CONDITIONS ARE EXAMINED. THE MAXIMUM AND MINIMUM HORIZONTAL H AND VERTICAL V Frm Col QtyAncDia Width Lengateth (in) Elev. f Reactions ism Panel-Shear a ( ) O Line Line Qty Dia Width Length Thick (in) -Wall - Col -Wind - -Seismic - (Ib/ft) REACTIONS AND THE CORRESPONDING VERTICAL (V) OR HORIZONTAL (H) REACTIONS ARE REPORTED. Loc Line Line Harz Vert Harz Vert Wind Seis 2. REACTIONS ARE. PROVIDED BY LOAD CASE IN ORDER TO AID THE FOUNDATION ENGINEER IN DETERMINING 1 A 4 0.750 8.000 8.500 0.375 0.0 THE APPROPRIATE LOAD FACTORS AND COMBINATION TO BE USED WITH EITHER WORKING STRESS OR 1 B 4 0.750 8.000 12.50 0.375 0.0 L-EW 1 Bracing In Roof To Rigid Frame ULTIMATE STRENGTH DESIGN METHODS. WIND LOAD CASES ARE GIVEN FOR EACH PRIMARY WIND DIRECTION. 1 E 4 0.750 8.000 12.50 0.375 0.0 F_SW F 2,3 4.6 3.6 0.1 0.1 R_EW 4 D,C 3.3 5.9 0.0 0.1 3. FOR ASCE7-10 BASED BULDING CODES THE UNFACTORED LOAD CASE REACTIONS DUE TO WIND ARE GENERATED 1 F 4 0.750 8.000 8.500 0.375 0.0 ..B-SW A 3,2 4.6 3.6 0.1 0.1 USING ULTIMATE DESIGN WIND SPEEDS (Vult). 4 F 4 0.750 8.000 8.500 0.375 0.0 4 D 4 0.750 8.000 12.50 0.375 0.0 4. POSITIVE (+) REACTIONS ARE AS SHOWN ABOVE. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS. 4 C 4 0.750 8.000 12.50 0.375 0.0 5. BRACING REACTIONS ARE IN THE PLANE OF THE BRACE WITH THE HORIZONTAL REACTION (H) ACTING AWAY 4 A 4 0.750 8.000 8.500 0.375 0.0 M FROM THE BRACED BAY AND THE VERTICAL REACTION (V) ACTING DOWNWARD. CN Cl) rn J 00 ILL M_p ****** RIGID FRAME LOAD CASE ABBREVIATIONS: j W Wind_L1/Wind_Rl: LATERAL WIND FROM THE LEFT/RIGHT, CASE 1 O Wind_L2/Wind_R2: LATERAL WIND FROM THE LEFT/RIGHT, CASE 2 W W < Wind_Ln1/Wind_Ln2: LONGITUDINAL WIND, CASE 1 f2 Seismic_L Seismic_R:,LATERAL SEISMIC LOAD FROM LEFT/RIGHT > LWIND#_L#E/LWIND#-R#E: LONGITUDINAL WIND EDGE ZONESIFJUN CED ROOF SNOW WITH WIND FROM ******_ F�UNB � U / R LEFT/RIGHT FPAT_SL # PARTIALLIVE/SNOWLOADINGFOR CONTINUOUS EMSTEMS ZZ W ZWz >J o ENDWALL COLUMN LOAD CASE ABBREVIATIONS: co Q Collat: COLLATERAL LOAD _ \�\\� D. 3 Q Z Z Rafter Wind_L Rafter Wind-R: LATERAL WIND FROM THE LEFT RIGHT \ N a m 3 m R U Brace Wind_L/Brace Wind-R: LATERAL WIND FROM THE LEFT//RIGHT \ G��'" a t' Wind_P/Wind_S: LONGITUDINAL WIND PRESSURE/SUCTION ON COLUMNS ,��� "�,\C �{.'" Wind-Ln: LONGITUDINAL WIND SUCTION ON ROOF ,* Seis•L/Seis_R: LATERAL SEISMIC LOAD FROM LEFT/RIGHT 25 E UNB_SLL E UNB_SL-R: UNBALANCED ROOF SNOW WITH WIND FROM LEFT/RIGHT EPAT_LL #//EPAT_SL #: PARTIAL LIVE/SNOW LO/DING FOR CONTINUOUS BEAM SYSTEMS (� o t4 w ST TE OF /0NAL Corey 161wams,P.E. g y 200 Whetstone RoadQU , o Swansea, S.C. 29160 "fixgI_ Florida.P.E. No. 56,425 Z o I a o . o Z W 0 w In Lq W w ON P � C U C C 0 R W =C0 � � CP U CTI W 0 m a I J O m a I z N M2 W r Q � e e e e e b >- m K ui 4 W Z 13TH srrREErr . . a 0 C.3 s y i i �It N Arrf ANrrIC I N N t'A > B EX F DRAWINGS C� INDEX 4 W GS 95 CE . w. i JACKSONVILLE �. ATLANTIC BEACH - � �m m f N m SHEET N0. DRAWING AME a o d+ NEPTUNE BEACH' �� r L v PROJECT COVER SHEET _ N 1 95 I O � .. ul AIIA 1 W- C 11. JACKSONVILLE BEACH W IL 2 NOTES/ DETAILS 2 - �*. 20 oc 1 IL 3 TOPO SURVEY EROSION CONTROL PLAN & 4 GEOMETRY SITE PLAN ..................... ............................... PONTE VED`RA BEACH •:::•::::::: ::::;•;::::;::•::::::•::•:::: 5 LANDSCAPING CHIPLEY PROFILE & SAFTY PLAN .::.......::.::........::.::.... BUILDING 0 L TALLAHASSEE ::..:. •......•..•.:.:.: Q 7 BUILDING LAYOUT JACKS MLLE ' p q q ENS COL � - 8 BUILDING UTILITY PLAN LAKE CITY ......................... -� PANAMA CITY O W .......................... 9 BUILDING FOUNDATION .PLAN .......................... ............................. ST AUGUSTINE GAiNESVILLE 53: 0 .:::::::.. •.. ::::::::::..... eeleJ . PROJECT .�- ................... ......... 1 ::::..::: LLI ......:::::..::::.. . :: W. ........... G' DAYTONA,BEACH IIJ_ .... . ............................................ LOCATION OCALA .......... .......................... a ::.. :::::::::..:::::::::::::::::::::: DELAND :.. : :.: C .... .. `...... o v ::::::::._::..... . Atlantic Beach v ..... . ......... ATLANTIC BLVD ORLANDO � � W 0 �. a :................... Neptune Beach � > .... BEACH BLVD o — W W O ... �...... Jacksonville Beach _ v FIN .................... BARTOW f M J. TURNER BUTLER BLVD. FT. PIERCE ..........:::.. o SARASOTA w O n Baldwin a I ...... ... WEST PALM BEACH LAKE m o :•:.•.:.•• O OKEECNOBE i O c� r� V r h .............. Po to ed a Beach o p FL LAUDERDALE -- J M MIAMI aCkg n � 01, I JUL L. ,� � Z�}}¢ DESIGNER. RK PNILLIP8 nAf^ DRAWN BY DB 1 qCe V�(,` FEB 13 _ r<7 017rATT NQL 1 101 \ � �� CHECKED BY: RK PHILLIPS s FEB 13 i • KEY WEST i �I DATE: FEB 2013 SCALE:' In • I A 7 10 PROJECT No. VICINITY 1�/IAP1100-13 FILE COPY NUMBER SHEETS �, . 9 PAGE NUMBER ' D FOR CODE COM DANCE ffffOFAT LANTICBEACH SEE PERmns FOR ADDITIONAL - REQUIREMENTS AND H IF"'y COTVIMERCIAL BUILDINGS LOIF 4 REQ CONDITIOI�fiS, REMWED BY. D I z 0 -. U. - GENERAL BACKFILL MATERIAL 0. GENERAL NOTES - .6.-0.,. (SEE NOTE#5) :. In _... (SEE NOTE#1) _ BACK FILLED WITH SUITABLE MATERIAL COMPACTED TO .. .._. V)1 . TOPOGRAPHICAL AND EXISTING CONDITIONS INFORMATION ARE APPROXIMATE: CONTRACTOR 28. ALL PIPE TRENCHES SHALL BE W _ A NECESSARY. IS TO VERIFY ELEVATION WITH HIS SURVEYOR AND MAKE ADJUSTMENTS S 95% MODIFIED PROCTOR IN 12 LIFTS. ALL TRENCH WORK SHALL BE IN COMPLIANCE WITH w _ � � CHAPTER 90-96, STATE OF FLORIDA TRENCH SAFETY ACT". PIPE BEDDING SHALL BE PER 4 TO FACE OF CURB UNLESS OTHERWISE NOTED. LI 2. ALL DIMENSIONS CITY STANDARD DETAILS. - . . - - BACKFILL COMPACTED TO � 98% (SEE NOTE #3k4), LL PIPE DIAMETER Y T CONFORM f o 3. NEW DRIVEWAYS PROPOSED IN CITY OF ATLANTIC `BEACH. RIGHT OF WA MUS /. 29. THE CONTRACTOR SHALL NO LESS THAN 6 CLEARANCE :BETWEEN ALL � I WORKS DEPARTMENT TO OBTAIN A RIGHT OF WAY PERMIT TO CITY OF ATL: BEACH PUBLIC 0 >� UTILITIES... MAINTAIN A MINIMUM OF 10 HORIZONTAL SEPARATION. BETWEEN WATER MAIN AND PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1 m SEWER MAINS. WHERE WATER AND SEWER MAINS CROSS, MAINTAIN WATER MAIN MINIMUM - „ 5" THICK TO BE USED FOR 1 ABOVE SEWER MAIN IF POSSIBLE. THE CONTRACTOR SHALL VERIFY VERTICAL ,, : 8 ITV W / J - -4. ALL PAVEMENT TO BE 4 CONCRETE PAVING @ 3000PS1. WITHIN CITY RIGHT-OF-WAY, COMMERCIAL AND w c R/ i, SEPARATION: o THICK, 30 OPSI WITH FIBERMESH. „ „ PIPE To BE INSTALLED ON m CONCRETE TO BE A MINIMUM 6 C 0 CLASS C CONCRETE _ PSI ,,; c. ",. SOIL COMPACTEDiI OR SUITABLE -.4 u O 3000 S ., ,, TO 98:R MAX. DENSITY NOTE 2 }' RAMPS SPACES AND SIGNAGE TO -CONFORM WITH ANSI CITY OF ATL. BCH. 30. WATER LINES 4 AND LARGER SHALL BE FVC, DR18, INTEGRAL BELL AND SPIGOT 1.1 BATTER ( #) z V) 5, HANDICAPA -T A - NSF APPROVED ONLY. FITTING SHA BE CAST IRON R REGARDING HANDICAP ACCESS. (RING ITE TYPE), AWWA C 900, ED LL AND STATE STANDARDS REGA D G M H. JOINT. ALL FITTINGS SHALL 8E PROPER`Y RESTRAINED IN ACCORDANCE WITH CITY w EC „ 8 TAI } ' OF ATL. BCH. PUBLIC WORKS STANDARD DETAILS. WATER MAIN LESS THAN 4 SHALL BE TVP. SIDEWALK DETAIL 6. CONTRACTOR TO VISIT SITE AND 'LOCATE PROPERTY CORNERS, LINES AND VERIFY o SCHEDULE 40, SOLVENT WELD, AWWA C-900, NSF-PW APPROVED ONLY. EXISTENCE OF ALL UTILITIES WHETHER SHOWN OR NOT PRIOR TO COMMENCEMENT OF SITE TYPICAL TRENCH II' CONSTRUCTION. CL >- I G0 31 . ALL FITTINGS SHALL BE QUALITY TESTED FOR DEFECTS AND HOLIDAYS BY A �, NOTES ��d eye 111110, Y m DESIGNATED CITY OF ATL. BCH. PUBLIC WORK_; PERSONNEL. CONTRACTOR SHALL CONTACT T ART ARA .SHALL BE SEEDED MULCHED -0R LANDSCAPED. REFER TO t.TRENCH IDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF i f00T ABOVE THE TOP OF THE,PIPE AND THE ♦ Q (, , 7. ALL DISTURBED R B E D E H AREAS / S SI AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA �� •f " , O - @ 247-5834 PRIOR TO INSTALLATION. USE CONCRETE . LINED FITTINGS IN WATER MAINCENTER LINE of THE PIPE,OTHERWISE,TRENCH Des SHALL BE ,n � ,� � ;-• - " - STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT:SECTION SECTION #801, PARAGRAPH 14))TO DETERMINE MAXIMUM - - LANDSCAPE PLAN FOR SPECIFIC `PLANTING INFORMATION. Y FITTING FOR SEWER LINE CONSTUCTION. 4 CONCRETE PAYUNE WIDTHS. CONSTRUCTION AND POLY LINED F G 0 SE . , MIN. 3000PSI 2. BELL HOLE SHALL BE DUG T0.PERMIT THE.ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH R THAN 3 4 INCH IN SIZE WILL.NOT BE PERMITTED IN BACKFILL.UP TO - �.Q •: - "•�' •* UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY AND ARE BASED BOTTOM. BOULDERS OR LOOSE ROCKS LARGE / ,., $. EXISTING L . GATE AND TAPPING VALVES SHALL BE RESILIENT SEAT TYPE. ALL GATE VALVES FOR 1 FOOT ABOVE THE TOP OF THE PIPE. T _ 32 : - /� INFORMATION PROVIDE BY THE OWNINGUTILITY. IT SHALL BE THE CONTRACTOR'S �{N OC .. �. .; •:. ••••'�, 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHiO CLASS A-3 SOIL(SUITABLE SOIL) r •� • CITY OF ATL. BCH. PUBLIC WORKS SHALL BE OPEN LEFT TYPE. :• "' < � :.' . :•:..�•• .. .. .• ... -•.' ..• ., ..: .. ",. . � _ AND SHALL EXCLUDE CLAY.MATERIALS ROCKS LARGER THAN 3/4 INCH SIZE .' !► •�:. ,r T H RIZOI�TAL AND VERTICAL _ RESPONSIBILITY :T0 LOCATE AND -VERIFY, IN THE FIELD, HE 0 ,. :.< -•=- .•• =. '- • "-• -;-• •-. ' .,, ...: -:':. •• ;..:....- .....• P TTM F STRUCT RE SHALL.BEP ED IN , -, - ..• ,, ,, .,-...• ,•. - - 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP-OF PIPE OR BO 0 0 U S LAC W R NOT. Y. .•: N ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN 0 0 t LOCATIONS. A D •'• '• '• - 8 INCH.COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98' • W SERVICES SHALL TERMINATE WITH A NEW. CURB COCKS. IN THE .METER BOX. WHILE WORKING NEAR ANY. EXISTING UTILITIES. THE 33. ALL ATTER SE CE S L BY THE LABORATORY MODIFIED PROCTOR TEST,ASTM D7557. �\?�' s - CONTRACTOR IS TO EXERCISE CAUTION LE - s COSERIES V 1 R MC ONN L BALL VALVE INA REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT ••• CURB COCKS SHALL BE .FORD BALL VALE B 1 0 D E L s. SEE EXCAVATION AND EARTHWORK, SECTION 408 FOR ADDITIONAL L Q ITV STING OF COMPACTED SOILS: - �I TIN STRUCTURES UNSUITABLE SOILS DEWATERING COMPACTION REQUIREMENTS AND GENS TE CONTRACTOR SHALL REPAIR OR "PAY FOR ALL DAMAGES MADE TO EXISTING SRU. �./ Of SU 6101 . WATER METERS MAY BE SET BY CITY OF ATL BCH PUBLIC WORKS AT AND UTILITIES. � _ I LII � u CONTRACTORS _EXPENSE. CONTRACTOR TO PERFORM NECESSARY UTILITY CONSTRUCTION IN PIP H FOR E T C 0 R N E APPLICABLE. TERMINATE NATE OPEN-CUT c T F Y INCLUDING SETTING NEW METER BOXES WHERE PL CABLE - PAVEMENT ..UB-GRADE SHALL RIGH 0 WA 9. N0 SUB -GRADE INVESTIGATION; HAS BEEN PERFORMED. P E �■�1 T P . METERS TO BE INSTALLED BY CITY OF ATL BCH PUBLIC PLATE w-42 A PTH OF 3.0 FEET- BELOW SUB-GRADE SERVICES WITH CURB S 0 S E S 1/a4 • HAVE ALL UNSUITABLE MATERIAL REMOVED TO DE WATER AND SEWER FORCES UPON APPLICATION AND PAYMENT BY LICENSED MASTER - N K OF URB: BACK FILL WITH SUITABLE MATERIALS. ALL WORKS E _ AND 2.5 FEET BEYOND BAC C PLUMBER OR UTILITY CONTRACTOR @ RM 101 CITY HALL, „ LEGALLY DISPOSED OF OFF SITE AT THE LU , UNSUITABLE MATERIAL` ENCOUNTERED SHALL BE LE 12 COMPACTED sue-easE _ * ` IN PROPOSED LANDSCAPE.BERM AREAS AS IS 98% MAX. DENSITY (LBR 30) �1 I CONTRACTORS EXPENSE OR DEPOSITED / � I 4 REDUCED PRESSURE RP BACKFLOW PRESENTERS SHALL BE DESIGNED AND II�1S TALLED AASHTO T-180 m" FEASIBLE. 3 ( ) � N CONNECTION!N ACCORDANCE. WITH AWWA M-14, BACKFLOW PREVENTION AND :CROSS CONNEC 0 N TI N S C 0 THE TVP. CONCRETE E Y R METER :CURB AND GUTTER AND SIDEWALKS :SHALL. BE 3500PS1 CONCRETE CONTROL AND.. THE CITY OF ATL BCH CROSS .,ONNECTION CONTROL POLICY MANUAL. E co-PDL ME ET 10. O. ALL CONCRETE , � BOX & COVER{NOTE t) > 1 DEVICE SHALL CONTAIN TWO INDEPENDENTLY ACTING CHECK VALVES AND AN • . WITH A MAXIMUM SLUMP OF 5- SET AT FINAL GRADE C'a TI Y OPERATING PRESSURE DIFFERENTIAL RELIEF VALVE AND SHALL BE SUITABLE AUTOMA CALL 0 G'C 0 AIN - T RES SHALL BE FOR INSTALLATION IN AREAS SUBJECTED TO BACKPRESSURE. THE UNIT SHALL CONT E 1. DIMENSIONS. -A DRAFNAGE S TRUC U ` 1 1 . ALL PIPE. LENGTHS ARE SCALED ALL „ ':; H WITH TEST K APPROVED THf� P FF V FITTED E.S COC S MODELS FOR SIZES cuRe s7o SHUT 0 VALVES0 S ZE :: _ . ,. _ C WITH CITY ATL. BCH. ` STDs. AND DETAILS AND SHALL BE � coNNEcnorl CONSTRUCTED TO CONFORM „ CORPORATION STOP REQUIRED ON' _. TO CUSTOMER'S T CONFORM WITH CURBING AND PROPERTY LINES. 10 INCLUDE WATTS 909 OR FEBC,O 825. ALL SERVICES REGARDLESS of SIZE. V CONSTRUCTED0 WATER MAIN AND ' (CONNECTED DIRECTLY INTO SADDLE) .BACKFLOW'PREVENTER' METER. •' BROOKS 1-RT SERIES , pE APPLICABLE) N - (NOTE ) `` '.�. •y � ,. ,. r. W _.._. / W PR T T ITV 0 F m FOR A A KF V N R HA E SUBMITTED C r SHOP DRAWING 0 ALL B C LO E L E S SHALL B SUBM T ED 0 _ ,.. 35 BOX WITH C.I. COVER - I ST BE INSTALLED PRIOR TO PREPARATION OF 6 WIDE x 6 THK. SET cuRe s7oP As 12. ALL UNDERGROUND UTILITIES 'MU 0_ CLOSE 0. LL LAR SLOPE "SEWER" T C NC. COL LABELED SE W I 0 CO NC,BCH PUBLIC WORKS WATER AND SEWER BUSINESS UNIT FOR APPROVAL PRIOR � o .- SUB-GRADE FOR PAVEMENT.. _ As POSSIBLE (2Y2 MAX) N � 4-SIDES 0 FINISHED GRADE W y+ e• INSTALLATION. CONTACT ATL BCH PUBLIC WORKS DEPT. . z PVC WATER Q O C N cv ACCEPTABLE FOR: PAVEMENT BUILDING FOUNDATION TO BE `ORDERED BY .RANGE FOR SERVICE UNE (NOTE 3) .Ili IA d 13. SOIL INVESTIGATION / , ;, TAPs o•-4s• W. +•► o ..1 z .. .. ,,.,. SET METER 01 T V T 30 4 R 5 INTEGRAL LAND SPIGOT, - - CONTRACTOR IF REQUIRED. ' CIVIL IRM IS NOT RESPONS BLE FOR GEOTECHNICAL 36:' GRAVITY SEWER SHALL BE PVC, ASM � SD 3 E BEL _ _ _ - - ,• �4 .. u. GENERAL CO Q �.- ON UNDISTURBED d " -I - - • :o - - I- R COMPACTED SOIL. ! _ - O GQ BELLS POINTING UPSTREAM THROUGHOUT. SEWER LINES ARE DESIGNED FOR 36 MINIMUM L, I - ,. CONDITIONS RECOMMENDATIONS. II- - .II / -I I -III- DISTRIBUTION MAIN COVER TO FINISH GRADE AND. SHALL BE PROTECTED UNTIL CONSTRUCTION IS COMPLETED. I = _ = I plsTRsu o -1 I I-III III-1 I I-1 - SADDLE. W S.S. BANDS F WORK THE CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION SERVICE ( / I A P , :MITTS PRIOR TO COMMENCEMENT OF UPON COMPLETION0 , 1 4. THE CONTRACTOR-MUST OBTAIN ALL E - & EPDXY IRON BopY, SEE NOTE 2} I IN P CTOR. _ WITH THE CITY OF ATL .BCH PUBLIC WORKS PROJECT ENG NEER S E 1 #4 CONT. CONSTRUCTION ALL PERMITS MUST BE KEPT ON CONSTRUCTION SITE AT ALL TIMES AS / 4-SIDES STD. CLEANOUT COVER .REQUIRED,`:. _ � W/ THREADED PLUG. THE CONTRACTOR SHALL WARRANTY ALL WORK IN RIGHT OF WAY TO THE CITY OF ATL s" s" WYE „ 37 x - 1 CONCRETE 1 F T OF FINAL ACCEPTANCE. BRANCH EXISTING PAVEMENT AND BUt!_t11N LOCATIONS AND BCH AND ALL .SITE WORK TO OWNER FOR ONE ( ) .YEAR OR DATE NOTES. 15. CONTRACTOR SHALL VERIFY, 6 PVC 45 EL. ELEVATIONS PRIOR TO CONSTRUCTION. " 1: METER.TO;BE LOCATED-iN THE STREET RIGHT-OF-WAY,SEVEN FEET OUTSIDE OF THE PROPERTY UNE AND FOUR FEET ' - INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IF POSSIBLE;THE WATER METER 80X'SHALL BE ate,_ RIGHT-OF-WAY MUST BE 3$`. ALL WATER AND SEWER UTILITY CONSTRUCTION IN CITY-RIGHT OF LOCATED IN NON-TRAFFIC AREAS (NOT IN DRIVEWAYS). SET TOP OF BOX AT FINISHED GRADE Q I N UTILITY CONTRACTOR.FI REQUIRED'`FOR ROADWAY EMBANKMENTS SHALL BE PLACED N LOOSE PERFORMED BY LICENSED UNDERGROUND U L CO 2.SINGLE BAND SADDLES MAYee uTluzeo ON NEW t WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 SIZE OR 16: STRUCTURAL LL _ N , LIFTS NOT EXCEEDING" 12 INCHES IN THICKNESS AND SHALL BE COlv1, CTED TO DENSITIES SMALLER WATER MAIN (NEW WATER MAIN.CONSTRUCTION).FOR WET TAPS OR WATER MAINS 12 SIZE AND LARGER, W y. A.DOUBLE BAND SADDLE IS REQUIRED. DR DENSITY TM D1557 f J EQUIVALENT TO 95% OF THE MODIFIED PROCTOR MAXIMUM' D S ), 2 PVC STOPPER 3.NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF � S NON-1 LA INORGANIC 6" PVC OTHERWISE BY CITY OF ATL. BEACH CONSTRUCT POLY LINE WITH 24"(MIN)COVER UNDER ROADWAYS. % OF THE MOISTURE CONTENT. STRUCTURAL FILL IS DEFINED A ORGANIC O I REDUCED PRESSURE BACKFLOW PREVENTION a O MESH SLEEVE . TT 9 9 FEBCO 825Y OR 4.INSTALL PVC.PLUG 1*i$LL CURB.STOPS IF WATER SERVICE IS 'NOT IN USE'(IE: IF NO METER IS INSTALLED). (CONTAINING LESS THAN 1.0% MATERIAL PASSING THE NO. 20 ) AssEMeLY. WA17S o , APPROVED EQUAL 2 - 5.No 2 AND..SMALLER WATERSERVICE TAPS PERMITTED ON.WATER MAINS WHICH ARE 20 AND LARGER SIZE GALV: STEEL UNION -W STEEL UNION SANITARY SEWER CLEANOUT DETAIL Li. 17. ROADWAY BASE COURSE MATERIALS .SHALL: BE LIME ROCK AND SHALL CONFOR 0 GALV. _ GALV. STEEL 90' BEND W ST E=DITION FOR -BASE MATERIALS, J THE FLORIDA D.O.T. STANDARD SPECIFICATIONS LATE STEEL 90' BEND GALV. WATER SERVICE DETAIL INCLUDING CONSTRUCTION. METHODS. Q� 11 INSULATE ALL ABOVE GROUND WATER PIPING METER -\ 2 ANDSMALLER 18. CONTRACTOR IF REQUESTED .'.SHALL. PROVIDE CERTIFIED TEST RESULTS OF THE DEGREES WITH 3/4 THICK ARMOFLEx INSULATION. ALL Iiiiiiiiiiiiiin Iwo JOINTS GLUED WITH A WHITE EXTERIOR COATING PLATE W-2 ' COMPACTION OF THE SUB-GRADE AND THE BASE FROM AN INDEPENDENT QUALIFIED x 1/04 OF co � � � W TESTING LABORATORY Q �.. GALV. STEEL RISER- o 19. DURING CONSTRUCTION, CONTRACTOR TO PLACE HAY BALES AND SILT CURTAINS AT W W O TI CONSTRUCTION IS COMPLETE AND SEED SOD ALL DOWNSTREAM DISCHARGE POINTS UNTIL L SEED/SOD ITY IN ACCORDANCE WITH \� HAS STABILIZED THE ;SOIL TO AVOID ..SILTATION AND TURBIDITY \/\/\, \/ \/\/ ./\/\/\/\/ /\/ /\/ i /. /�/'/,x/,<//,l\ \/�\� �\/\.�\/\/ TEFL 8 APS TO OUTFALL \. .�, /4 THICK S FLORIDA STREAM STANDARDS. GALV. STEEL OR PVC z - _ M SCH.8C 90 BEND PLATE WELDED:TO INV. EL. - 11.75 GRATE EL. - 13:25 � NTRACTOR TO NOTIFY CITY ;OF ATL.; BCH. PUBLIC WORKS PRIOR` TO SITE O 20. co CAST IRON GRATE ATION OF ANY ON-SITE TRANSFORMER SERVICE PAD 3 -0 8 APS TO OUTFALL W CONSTRUCTION TO ARRANGE FOR LOC / >.► IF REVISION IS REQUIRED OF PLANS FOR Z FACILITIES AND MUST .NOTIFY ENGINEER a INV. EL, = 11.90 EL=�3.23'. �, a a a ° W DEPICTION. FROM METER .^' � . ` . . '''. ' -v Q Sul 10, PVC PIPE 48 HOUR SCH.40 PVC PIPE a J I 21. CONTRACTOR MUST CONTRACT SUNSHINE ONE CALL; 1-800-432-4770,_ S 8 WEIR ° PRIOR TO DIGGING FOR ACTUAL FIELD -LOCATIONS OF ANY KNOW UNDERGROUND FACILITIES - ' - - � " BACKFLOW PREVENTOR WITHIN THE LIMITS OF THE PROJECT: `. EL. =12.25 a N.T.S. a v 4, co 22. WATER AND/OR=SEWER CAPACITY FEES WPC SHALL BE PAID AT TIME OF BUILDING PERMIT APPLICATION BASED ON TOTAL NUMBER OF SEWER FIXTURE UNITS OR LOADING � ,,� �,,.,,.,,�,,� ,; v48Cc FAC FOR ONSITE SEWAGE TREATMENT AND/OR DISPOSAL EL=l � .75 ..RATES PER CHAPTER 64-E, / o a COMMERCIAL (PROJECTS SHALL REQUIRE AN APPROVED SET OF CIVIL DESIGN ° 00 SYSTEM. .° o o PLANS TO PROCESS ,BUILDING PERMIT. _ �� c� N CONSTRUCT FENCE EXPANSLO a BOLTS T i P DESIGNER: RK PHILLIPS - AROUND ENTIRE POND PER O o 23. ALL CONSTRUCTION WITHIN RIGHT OF WAYS) SHALL MEET CITY OF ATL. BCH. FOR a O O e n DRAWN BY: 'DS 0.25 ALUMINUM FLORIDA 'D:O.T. STANDARD SPECIFICATIONS AND DETAILS AS APPLICABLE. SJRWMD REQUIREMENTS 0 ° ° FEB 13 a ' PLATE SKIMMER 2 X 2 ANGLE CHECKED BY., RK PHILLIPS NOTE: 24. ALL WATER AND/OR SEWER TO BE CONSTRUCTED 1N CITY OF ATL. BCH. RIGHT OF WAY FL I . i p Z. ° v a IRON FEB 13 ALL a OR EASEMENTS MUST'.BE IN CONFORMANCE WITH CITY WATER AND SEWER STANDARD POND SHALL BE MOWED AND _ „ WEIR EL. - 12.25 __71- DETAILS, SPECIFICATIONS AND APPROVED MATERIALS MANUAL. SEDIMIENT DEBRIS AND GRASS 8 APS TO POND 0.25' ALUMINUM _ � _ DATE: i E REMOVED AT INV. EL. 11.25 R = 25. ALL ON-SITE PRIVATE -WATER AND SEWER CONSTRUCTION NOT REVIEW BY CLIPPING SHALL B PLATE SKIMMER BOTTOM EL. 11.25 ( ( FEB 2013 R S - D P REQUIRES A. PLUMBING PERMIT .WITH SCHEDULED INSPECTION PRIOP. TO LEAST BI-MONTHLY HRS/ E D/ E > QSKIMMER DETA( L- TOP VIEW INSIDE VIEW SIDE VLEWS-2 INSTALLATION. CONTACT CITY OF ATL. BCH BUILDING OFFICIAL @ 247 .5813. i SCALE: SOD7 I TOB = 13.25 N.T.S. _ NO SCALE PLANS "Ell 26. CONTRACTOR IS RESPONSIBLE FOR EXAMINATION OF FINAL ARCHITECTURAL AND - MODIFIED FDOT TYPE E DBI _ S-2 CIVIL DRAWINGS TO CONFIRM THE DEPTH LOCATION AND SIZE OF ALL WATER AND ^ MEAN D.H.W.L. 11.90' PROJECT No. T RVI CONNECTIONS MATCH PRECISELY BETWEEN ARCHITECTURAL AND �` NLREADY SANITARY SERVICE coN EC N.T.S.NTS . NOTE. SKIMMER STRUCTURE IS 1100.13 CIVIL DRAWINGS. ` _ INSTALLED AND IN USE. THIS NUMBER SHEETS BOTT. = 11.25 27. SITE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GENERAL CONTRACTOR - PROJECT WILL DISCHARGE THROUGH _ 9 I REGARDING SCHEDULING FO CONSTRUCTION OC ALL SLEEVES, CONDUITS, PIPES, CABLES, THE SAME STRUCTURE. - PAGE NUMBER LIGHTING, IRRIGATION, AND/OR ANY OTHER NDERGROUND UTILITIES SHOWN OR NOT SHOWN POND CROSS SECTION CONSTRUCTION OF PAVED AREAS. ON THESEDRAWINGSWHICH MAY BE REQU ,ED- PRIORTO C N.T.S. II z 0 F a MAP SHOWING TOPOGRAPHIC SURVEY OF o F Z LOT 4, BLOCK 49 AS SHOWN ON MAP 0 W o , SECTION H ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18; PAGE 34 OF THE CURRENT PUBLIC RECORDS 0 W OF DUVAL COUNTY, FLORIDA. _ _ LL 0 m a R J 3 T O \2?A , 3+ D�3, X233 14° cmc -- OSP O`+P •�°SP OeP Q i CONCRETE HEADWALL TO BE TBM ,5c z N (50 RIGHT OF WAY) REMOVED. NAIL & TAB INVERT EL: 11 .11 ELEV.= 12-18 M INSTALL HAY. BAILS 2STAPLE WIREINVERT EL _ 1 1 .12 o . . . 1: SET POSTS AND T THE "EXCAVATE A 4X4 FENCING 0 z POSTS. d a d / °P .v a a a �t1 I1I TRENCH UPSLOPE n ALONG THE LINE OF a d WIAW,, POSTS d ,.�- iw _ a: Cy a a •. I ti A / Of[ OE o _ 3. / L o o _ S6 48 UU _ 2 r d rl _ ti _ a -d i 1 3 TEMP. n 4 2, s _ _ d a . d � r�T 1 /2 I.P. 50.�0 t2- d a _♦ - SET 1 2 I.P. a s a / a a �s° a a CONSTRUCTION Ccs a P 13:4 & CAP a /VC. i� OA 13.4 ;z+' a Ilf „ -,, � DUMPSTER I{ 4 a COIF: 6i ,., q d B 6715 a a C, LB TEMP. a LOCATION a L / v� 8 d 4. a CHEMICAL a : 4. BACKFILL AND d d ..... .. .. COMFACT-THE a d 13.2 TOLET LOCATION d© : a d 4 a d r`;' f t d EXCAVATED SOIL •� 3. ATTACH THE FILTER4 Pill" : ..:� d a Q RIC TO FAB _:, d a 2 PARKI R A d 13 !a-r,;:,<' 'J, .CONSTRUCTION NG A E Cl a �� FENCE AND a Q d Qa e THE WIRE E CE ,'.. EXTEND IT INTO z; a d 4 d 13.2 a 4 d M THE TRENCH. E / a d a Q a d d 4. d / d .d a 4 a N_ :::::.. ::::•::.:::::. .,. d 4 a 4 N ................................. a 20 . FRONT SET BACK LIMIT .:•::::•. a ......:::i•?'ri:::ir'ee.:::. Q Q 4 ,: �,� 13.2 f ! -. .. d. � 77 / 7 a L1? d --13:25 a KCONCRI:TE RIP—RAP TO 'BE da d a p a . Q d r, / Q. d REMOVED. Js . C U. a 4 10= Da a / �'CC a 9 EXTENSION OF 4 4 rs tb FABRICN WIRE Q d INTO THE ��, ww,, TRENCH. / / 77 / / / // / / / / // 1JX / / 7777/ M a W : i+C N a o tt� d FILTER FABRIC / d. •, : , d a <, i•r o J • a , , to W •J � I o 73 N w d 2 a IN d. PROPOSED NEW BUILDING — 56 3� STRUCTURE LOCATION O F.F.E. 13.75 9 _ - . N TRUCTION DETAILS FOR SILT FE ,ICES i COS a a Cn C> ii (D.-909 1 a: � ? N.T.S. O Q �, W METAL BLD _ IL, o n� 6. �.. O ; , . : co 5O x80 STEEL BLDG. � W ,. 9 _ Construction S eclf�cat ons. d c �, .Silt Fence C n2 — P w , O a O �: ., CD ii■ �/ � ' o a o , II never. In p Storage height shall cn 36 inches. ?-, Thee-hei ht of a silt fence shall not exceed9 9 - , 1 el as possible. If '` n r as cos follow the co tou fence Ione shallP - . - exceed 18 TheY /Y'} O !1 f h s o <- 's>J n muous roll to avoid the use M fabric shall be"cut from a cot �' possible, the filter a P � 4 a . Z s Iced onl of o su o rtpost, r fil r cloth shall be PP LL 0 joints. When joints are necessa to P Y fastened to the post.-rel METAL rl and 'both :ends securely P a E �- BLL . with o minimum 6 inch overlap a Y NJ P , cure) into the round W maximum of 10 fee apart and driven securely g Post shall be spaced a ma P the wire support fabric is used without 1 inches When ' extra strength aPP (minimum of 2 ) gINSTALL TEMPORARY SILTATION of the fence uphill. Turn the ends spacing shalt not exceed 6 feet. fence,: post spa g � BARRIER ALONG PERIMETER OF P 6 inches dee along the O SITE; UNTIL CONSTRUCTION :? 4 ruches wide and shall be excavated approximately P 9 A trench pp y_ IS COMPLETED SEE DETAIL). Cc line f posts and u sloe from the barrier. O o p p p W 0 _ fence shall be �J Iter fabric is used a wire. mesh support fe When standard—strength f PP . 2 W posts using heavy duty wire stables at 3 fastened secure) to the.. u slope side of the p g y y � / / / � X P P _ •o,9 o AR SET BACK LIMIT" - 1 inch lon tie wires or ho rings. - The Wire shall extend into the trench. least g, 9 , +� .,3. 20 RE E . ,. r than 36 inches above the original 13.25 minimum of 2 inches and shrill not extend more .- ;_ >'t a.o „ CIO ground surface. 12.25 _ , O; 1 1.25 ..i.. .JS':.:~'.: ' W — ,filter fabric shall be stapled or wired to the fence, and 6 0 PORTION 'OF EXISTING STORMWATER The standard strength f It _ _ P : ..., o , � 0 6 I . The fabric shall not extend more _ IN. � - _ inches of the fabric shall extend n the trench. o. •„so TO BE FILLED > 0 9 RETENTION POND _f n shall not be stapled EXIST. DRY R E than 36 orches above the original ground surface. Filter fabric p p to existing trees. -... 11 2 5 _ J r mesh 9.: th filter fabric and closer post spacing are used, the wire e When extra streng P P 9 �� 3 -- 9 a 6 , I' I or wired 12.25 9 r fabric is stapled eliminated.ed. In such a case the filter b O support fence may be eh i of P - ., PP Y directlyto the posts. ° • 13.25 _.. e .a? toe of the filter fabric. , IL hall be backfilled and he 'soil compacted over the t ,, The trench s P .00 I.P. 50.00. SET 1 2 I.P.1SET 1/2" I.P. SET 1/2" P. N6948'00 W 50.00- FD 1/2 / 50.00 i Silt fences `placed at the toe of a -slope shall be set; at 'least 6 feet from the toe in & CAP & CAP & CAP & CAP }• • „ 1 „ 'SLB 6715" "LB 6715_ LB 6715 order to increase ponding volume. LB 67 5 a BTW • _ N75 00 00 Silt fences shall be removed when they have served their useful ;purpose, but not before the u sloe e area has been permanently stabilized, and any sediment stored P P DESIGNER: RK PHILLIPS behind' the silt fence has been removed. DRAM BY: DB FEB 93 Inspection and Maintenance. CHECKED BY. RK PHILLIPS Silt fences and filter barriers shall be inspected week) and after each significant I P _Y _ FEB 13 storm 1 in 24hr. . An required repairs shall be: made immediately. Sediment shall Y q P be removed when it reaches height of the fence or 9 inches maximum. The 9 `m nt shall vegetated or otherwise stabilized. '..removed sediment g_ '.DATE: i FEB :201..3 , `.: SCALE:_ 1 - - 10 �)� PROJECT No. LJ 1100-13 NUMBER SHEETS 9 GRAPHIC SCALE PAGE NUMBER 0 10 20 30 I _ I N CONTROL PLAN R so TOPO sURVEY & E C� IN FEET :, 3 1 inch 10 ft. NOTE: EXISTING FIRE HYDRANT Q0 4 LB./FT. U CHAN. LOCATED 154LF EAST OF PROPERTY GALVANIZED MAYPORT z 1 - (GALVANIZED) OWNER TO APPLY TO CITY OF ON NORTHWEST CORNER OF o 2 I ATL. BCH. PUBLIC UTILITY DEPT. RD. AND W. 13TH STREET. a I � 1_ � _ � FOR W&S `SERVICE. TAP TO EXIST. 14 Y o T GS AND WM PER CITY STD S. FLOW TEST PERFORMED B YP: CITY OF ATLANTIC BEACH 0 1-1 16 ► I� z r, PUBLIC UTILITIES DEPT. - W p co 27:/32 - °° PARKING BY - I-- JULY 3, 2013 N 1 2 csneLEo I - � .. METER''BANK LOCATION > PERMIT _ _ : FLOW AT TEST: 1054gprn @ 50psi � - . .. FINISHED FLOW AT 20psi: 1728 m I ONLY .. . TER WITH R -GRADE PTION INSTALL 3/4 ME IT OST SEC R.P.Z, B.F.PP: FOR WATER SERVICE. P 0.P W d LEE) 5 1CHINE SCREW v I' �,�1p9 ,a4Z 54 3Q,�, 3233- ,3� O 70/RQB017 Sep ,,P o INSTALL 50± 15 RCP MATCH 5NUT & LOCK � vAlSIGN MOUNTING HEIGHTCONC: I - wASHER r 5O RIGHT O F WAYI INVERTS TO EXIST. PIPE AND CONSTRUCT CONCRETE PAVEMENT m o .� ;, :, - ,INVERT EL. 11 .11 ` 1 ,, a SHALL BE 7 0 ABOVE AFINISHED GRADE TO � �: ..... ,OTTOM OF SIGN a.. ; _. - . . - •` bm MI MATCH EXIST.. . EOP GRADE oROD SWALE 4e .. . INVERT EL. 11 .12 �:t m SIG 2 d Q d / \ Q a A z N _ . _,_ a _ . CONSTRUCT MES Q a POST MOUNTING DETAIL _ v d Q q .SIGN DETAIL 0 T a d Q ��. . d-_ •_ _ a __ 4 n d M �- WM _ uviol _ H- - _G 4 I NOTES. Q d Q d p r Q A 7 d _ e� R }5..--- Q .- _ ...._. __ a 4 '\ a *o s „ T HA HAVE A REFLECTIVE BLUE BACKGROUND . AN AT 5 1: `TOP PORTION LL E ° � _ d - INSTALL EWER CL OUT. 9 35 30--r.-- _ FF d Q � - _ _ L��- ,.,�, ;,907. _ Q 15 R // \\ , _ e WITH WHITE REFLECTIVE SYMBOL AND BORDER. ,, D Q . . 0 4 P Q _.. 15 R en ,� a � - �-9--0E - _ r OE OE _ _ _ � _ .. - .. 10111111 r m 34.0 Q Q _ PORTION SHALL HAVE A REFLECTIVE'.WHITE BACKGROUND _ -2.- BOTTOM 0 Y 2 S6 48 UO LEGEND AND BORDER. - _ - _ . _ . __ n ___ 62 ° Q. ,� � WITH-BLACK OPAQUE - a Q I d n a 4 � Cli _ I.P. d Q d � s�T 1 /7 .P. 50.�v ,2 a Q T 1 _2 Q 3. PENALTY SIGN- SHALL`HAVE A-REFLECTLVE BLUE BACKGROUND QS / d __4 dQ , 4 5.0 4 CAP 5 R 4 13:4 & CA 1a3. CONC.WITH REFLECTIVE WHITE LEGEND AND BORDER. G 13. .3 a n a-C 71 5 R.. B 6715 a 4 Q GN.C. _ v Q : D w - Q d 4 a '^/ d d d. Q d D VVd 4 • d 3.25- -1113.25 - Q _ ♦ • a a `�` • d4 Q aQ . f, d Q ♦ 4 T DETAILS HANDICAP SIGN AND POS ° _.A a a � a 20:0 �♦v� .` 8 d INV. 1 1 .p' Q s .. 1._. 4 6 5 INSTALL RIP RAP' T® , Q .2 .6 13.2 ;.,, ♦ w a 13 .. 4 Q l NOT TO SCALE - a Q a I 4Y r, Q d . a 4Q m © DISSIPATE WATER AND 4 �o Q a d . d Ll ♦� Q a 4 a =. .; fllllll 13.2 a MOD.. CONTROL -STRUCTURE : ..,. .;::•. PReVENTaER�7SI0N : E. INV-11 .25, N. iNV 11.90 ° d ;;, d Q Q a Q - 3.4 13.4 _, -h•. a d e _� p9 Q Q 41 . 10:0 14:0 . 1 Q.0 o ,3 ..... d Q :. Q Qi"r .v.- 1 A 13:25 Q - F EER BANK LOCATION I- Q a a N „ O� cn 12 GRID aQ Al Q Q - ° : dQ d 1�, m,. 62/6 d _,v w 13 6 1�'..{{� Q Q d r s '0 D L. s Q , d- 4 d �:.>a - , , r , O e .A J i I111717 / 11 d :: w .� ; a Ip o w Q �,. PROPOSED No.3 CV 3 - A , , ; , �' „ ,, „, A o NOTE.: Df TALL ROOF DRAINAGE �,.. 41 3 w 30 x62 STEEL BLDG , ., C1� �, � N : ,.�, -: , AN DOWNSPOUTS. I � s Q N .- .;; �.�� VIA GUTT R D DO >m m 4 a d 1 860 FT. d , , Q, : ° 4 O s « , EIS:*CleW , ,o _ W er , F.F.E. 13.75' g. 9 F.F.E. 13.75 a .. W CENTERLINE OF w � Q � • d F IW m PARKING SPACE l N j 16 Q a �a r AP PARKING SYMBOL W d d ., HANDICAP ,; ;. 5" .E 5 NOT TO SCALE 4 : N 9 ;, d ,__h rw METAL BLDG In In f. �, ``�J, v V Q 50 x80 STEEL .BLDG.. a �. , RAMP O �O d w ._ SIDEWALK <. {�,, � o , o T WARNING O - d _�.. PROVIDE DETECTABLE o ,:.,,. ��, FLORIDA' PE R SURFACE SU HANDICAP PARKING SIGN E SECTION 4. 9 ACCESSIBILITY COD 2 r- V � T MOUNTED TYP. POS ( ) E,�x; < T a d71 d . - T I ¢ ACC SIB E w; ,y" BI• Q W I METAL BLDG faI a°o ° , ROUTE Q " w „ NOTE: w 6 STEP TYP. .., i - SEWER CLEANOUTS MUST BE INSTALLED ON EACH SERVICE AT THE PROPERTY. LINE. SEE I i O s m ,A4 DETAIL SHEET 5: CLEANOUTS TO BE 0 .., 30.0 ! ; : + SEE P um COVERED WITH RTt CONCRETE BOX WITH J _ METAL LID, :SET O .GRADE DVISIBLE. ii ( I 12 5 �lJ TH R ARE W R WAT R TAP �.•, E E E SE E & E w_ .., �<_ ��. w . AT LOCATION. CONTRACTORTS TO W 10.0 - 1, ....x.,.. .. r....-..... .mow. 1•: .. .. COORDINATE THEIR LOCATION WITH THE Cl TY. 7 , 10.0 � 13.25 WATER BACKFLOW PREVENTERS MUST BE . 5 4 •,- s �t I 13.2 g - �, : TESTED BY A CERTIFIED:TESTER, AND COPY O IT ... .• . 12.25-_____,_/ . .,e � WN E o- F. " z• 12.25 :., .:., :;•:, a OF RESULTS SENT TO CITY 0 ATLANTIC , r ,.::::: ::;: � W w •.�• BEACH PUBLIC UTILITIES DEPT. � I _ ,. ..,.. ..;,..;.<..- 11.25 s ,. 1 1.25 BLUE LINE WHITE LINE 3 EACH 6 WHITE 0 V DIAGONALS 60' ,6 EQUALLY SPACED c� DRY RETENTION POND 9 20.0 2 W EXIST. i 6' .., :. GENERAL NOTES: M 1 11.25 -y 19:25 1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCHES. 12.25 �qe3 12.2 0 669, D 1 .25 % � w 2. THE MAXIMUM SLOPE` FOR A CURB RAMP IS 1.12 OR 8%. 13.25 ' 02 00 0 202 3. SEE GRADING PLAN FOR SPOT ELEVATIONS. , 1 2 I.P. 50.00 SET � 2 I.P. N69 4 OO W 50.00 FD 1/2" I.P. 50.00 SET 1/2 I.P. 50.00 SET / / Q / NOTE. CONTRACTOR IS TO REMOVE AND REPLACE ANY. P & CAP & CAP 4. ACCESS RAMP AND HANDICAP SYMBOL SHALL. BE PAINTED WHITE. & . CAP & CA „ SIDEWALKS AND CURBS ALONG ADJACENT „ HANDICAP SYMBOL SHALL BE 5'FEET HIGH. LB 6715 LB 6715 "LB 6715 "LB 6715 CONSTRUCT DRY RETENTION AREA PROPERTIES WHICH WHERE DAMAGED AS A O ' WITH 2:1 SIDE SLOPES, SODDED, & RESULT OF HIS CONSTRUCTION: 5. TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE N75 00 0O W LANDSCAPED: RIM EL.: 13.25 mi BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND - BOT. EL.:11 :25) ANY EXISTING DRIVEWAY APRONS, THAT ARE NOT a BORDER BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE LEGEND AND BORDER. TO BE USED ARE TO BE REMOVED. AND RIGH-OF-WAY BACK GROUND WITH BLACK OPAQUE DATA SUMMARY WILL BE BROUGHT BACK TO GRADE., HANDICAP PARKING SPACE DETAIL E M - COMMERCIAL NOT TO SCALE ZONING. C SITE G BEVEL 4' PRESITRIAN ACCESS DESIGNER: RK PHILLIPS (OBSCURED FROM STREET VIEW) RY PLAN PARKING REQUIREMENTS. REQUIRED PROPOSED DRAWN BY: bB 1 SPACE PER 2 EMPLOYEES 2 2 FE813 ya. o 1 - #5 BAR CONT. IN TIE BE. + 1 COMPANY VEHICAL CHECKED BY' RK PHILLIPS FEB 13 n ; 3;^ REQUIRED SETBACKS: o� h• e WIDTH AS NOTED FRONT 20',` SIDE - 10', REAR 20' m o z ��w W -DATE: FEB 2013 N S a ;,. I Z a 2X6 PT DOOR HENDGE \ \ e �\�\ P� ATTACHED TO BLOCK W �\ �\.� 4 \, \ \ ) �` Ei „ a =o - .a 1 - #5 BAR VERT. 0 CORNERS x <F Q WEDGE ANCHORS. GATE' SAFETY 5 a NOTES: SCALE. I d a „ LOT AREA: ±5,100SF I- AND 8 OC. �� BOLLARD - a• c 1. CONCRETE SHALL BE 3000 PSI, MIN. SLUMP 5 - �� �: cnz ti (±0:1171 ACRES) �, 1' 10 w w „ 2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO _,_ ,.,_ 8x12 GONG: FOOTING WIDTH OF SIDEWALK. f: fs W 1 4 BAR CONT. ® QO I-w a � O # LOT COVERAGE: -PROJECT No. O _ r: -0N COMPACTED SOIL. WIDTH AS NOTED 3. INSTALL EXPANSION JOINT AT EVERY FOURTH F 5 100 SF _ z r= _, WID CONTROL JOINT (25' MAX.). 1 860 S 36.47 1100-13 ELEVTION OF GATE a NUMBER SHEETS APRON LEADING To a IMPERVIOUS AREA: o \�\ \�� a a : _ DUMPSTER TO BE _=---- N VIEW 3000PSI W/ FIBERMESH 4 „ QUILDING: 1,860 SF R IS PROPOSED R PLA a 4 PAVEMENT NOTE: NO DUMPSTE FOR �� -III-I a I I . III III _ - SIDEWALKS AICD. PAVEMENT: 1,310 SF GRAPHIC SCALE PAGE NUMBER _I L I- THIS PROJECT. IF THIS CHANGES AND II-1�I �I-ISI-ISI . " i l ONE IS PROVIDED, IT SHALL CONFORM 0 10 20 30 sxs 10/10 wwM z a •. 4 . 6„ _ TOTAL: 3,1:70 SF TO THIS DETAIL. N ° -111 111=1 i l=_I I � PERCENT .IMPERVIOUS: • TURNDOWN SECTION SIDEWALK WITH TU 3,170 SF/ 5,100 SF 62.16` DUMPSTER ENCLOSURE DETAIL ( IN FEET Ll TYPICAL WALL_SECTION SIDEWALK SECTIONS. 1 inch = 1.0 ft. NOT TO SCALE Z PLANTING NOTES The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans, before 0 Z pricing work. 0 e Florida Grade No. 1 or better Vi 2. All plant material shall b nursery grown in accordance to Florida Grades and Standards 5 > handbook. ST RE F7__I 3. Plants shall be sound, healthy and vigorous, well branched and '51"1', IL densely foliated when in leaf. They shall be free of disease, d root insects, eggs or larvae and shall hove healthy, well develope (50' RIGHT OF WAY) systems. They shall befree from physical dam ge or adverse INVERT EL 1 1 .1 1 '6 conditions that would prevent thriving growth. 4, All plants must be container grown or 8&E, as indicated 'I NVERT EL:- -1 1 .12 < _J in the plant list. 0 4_ < .J 5, All plants shall conform to the varieties indicated in the <i plant list. < 4 VV IVI 6. Substitution of plant materials will not be permitted unless WM < authorized in writing by the LANDSCAPE ARCHITECT. If proof is < 4. submitted that any plant specified in n or use of the nearest , equivalent size or �6 A- -------z1___ __ will be considered f A OE < < C.- N 4. A. V�. at obtainable, a proposal .4 & 0 variety with corresponding adjustment of contract price. )E ZI �OE < a <J - - �� �, f erial locations and bed outlines shall be staked or Z r S6 11'4�f 0 F, A 7. Plant mot < flagged on site by the CONTRACTOR and shall be adjusted if required 4 < A 13.4 or owners represen & CAP -13.4 S"I-B 6715" CO/ 4 50.60 P" tative. to fit actual as-built conditions on site and approved by the owner T 1/2" I.P. < Vct CONC� 4 DIW 4 8. All proposed tree planting locations shall be staked or flogged UJ before installation by the LANDSCAPE ARCHITECT and approved by the 5A 2 ' L) 4 3.25 L? 4.1 -3.2 ZI < owner or owners representative. < < . ALIVE OAK 4 9. The CONTRACTOR shall excavate plant pits, according to the 4 < -13.25-- < drawings, unless otherwise directed. < 110 4 4 - 4 . A 10. All container grown rootballs shall be carefully scoured 3.25 A SWEtT VIBURNtM. 4 A 4 before setting in plant pits. 13.4 < 11. All backfill around plant material shall be worked firmly, < 4 F1111117 tamped and watered in under and around the rootball to fill all 4 4 < A� *PON voids. < Z 11-25 X177111111"�� 12. LANDSCAPE CONTRACTOR shall bear final responsibility for < 4,7 . A proper surface drainage of planted areas. Any discrepancy in the < 4<1' 4' < 3 4 *Poo 15111 drawings, obstruction on the site, or prior to work done by any `!h Ing < . . 6 11 1 other party, which the V CONTRACTOR feels precludes establish' NDSCAPE 4 proper drainage shall be brought to the attention of the LA 4 .4 4 . . 4 - < ARCHITECT for correction or relief of said responsibility. < <1 M I *C V 13. Planting beds shall be cut or edged to form a uniform clean 71 4 line between beds and lawn areas. -BAHIA SO ON 0 PROPOSED No.3 AS C U. SLOPES AN�� 14. After all plant material in a plant bed area has been installed and approved, the areas betwee,n plants shall be raked to r-7 30'x62' STEEL BLDG. 'i IN DICATt D 0 7J C14 C4 on even grade to conform to premulch ing finish grades. All 4 1 ,860SQ, FT. planting beds and plant saucers shall then be uniformly covered 4 with a minimum three inch layer of #2 grade or better RED cypress F.F.E. 13.7 5' 9 -5 0 2 F.F.E.- 13.75 a (A mulch. il shall be top W 15. All planting bed areas with acceptable topso < IL dressed with 50% organic 6-6-6 commercial fertilizer at a rate of U)A) C 4 1 C A depth of q 0 4 nine pounds per 1000 square feet and tilled to a minimum three inches. METAL BLDG 16. Plant material backfill mixture shall be thoroughly mixed in 0 C� V 0 bi I A -1 the following preparations: to C\1 50'x8O' STEEL BLDG. 4 50% existing clean topsoil 1/3 topsoil 0 0 < 0 q 50% soil mix 1/3 peat 0 0 C 4C Ln 1/3 cow manure 4� 7 for all fine grading 4 ' "7 17. The LANDSCAPE CONTRACTOR is responsible 44 METAL BLDG preparation for planting. 18. Rough grades will be established by the owners genera 611 tor at approximately 3 inches below curbs, sidewalks, contrac strips and abutments. -/VV\-> hardscape amenities, mowing f planting areas 03: 0 19. CONTRACTOR shall coordinate construction a w ith installation of irrigotion system. NJ 20. Where seeding may be required on the plans, germination rate Z W UN e required for the variety specified shall be the maximum percentag at the rate of application specified. 21. Sod areas shall be SPECIFIED Gross. Gra,:9 for sodding Z Z 1Z Z sholl be freshly cut in squares one foot wide two feet long. 13.25 \`---11 3.25- Sod shall be healthy, free of insects, in naturc y flourishing 12.25 Z �p conditions. Dry, brown and unfresh sod will be ejected. 12.25- 11.25- Ld 22. Sod shall be laid end to end and side to side in a staggered 1.25 _CD BAHIA SOD ON line to form a uniform layer. All uneven edges shall be squarely 0 -0 S trimmed to allow close and firm fitting of each piece. 0 EXIST. DRY RETENTION POND LOPES AND AS INDICATED 23. After sodding is completed, the entire sod areas shall be 10 watered by honLd or irrigation system each day for two weeks. 25 Sodded areas shall then be top' dr L essed with a commercial fertilizer 11.25- 12.25 Z 12.25 as directed herein at the rate of 12 pounds per 1000 square feet of 13.25 area in an eveni brood case pattern. . D 13.25 SOW-, - y 0 MZ 24. The LANDSCAPE CONTRACTOR is responsible for fully maintaining /'`\ \1_J SET 1/2" I.P. 50.00' SET 1/2 i.P. N69048'00"W 50.00' all plant material on site during and before planting, until the FD 1/2" I.P. 50-00' SET 1/2" I.P. 50.00' & CAP & CAP work in accepted by the LANDSCAPE ARCHITECT and or owner. & CAP & CAP "LB 6715" "LB 6715" 25. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to "LB 6715" 7 1) LB 6715" J be healthy plants and in flourishing condition of active growth for N75*00 00 W HOSE BIBB LEDGEN NC 0 I= ninety .(90) days from final inspection and acceptance. All trees PLANT LIST 0 shall be guaranteed an additional one- year from final inspection I " WATER METER TO PRODUCE and acceptance. 16 TO 20GPM @ 45PSI. DESCRIPTION QUANITY SIZE SPACING 26. The LANDSCAPE ARCHITECT, owner or owners representative sholl NOTE: have the right to reject any and all work which in his opinion does STAKE TO FIRST BRANCHES LIVE OAK 2 10'-12' HT. 2"D.B.H. AS SHOWN AS NECESSARY FOR WILKINS 3/4" 950 XL DOUBLE CHECK VALVE not meet with the requirements of the specifications at any stage FIRM SUPPORT VIBURNUM ODORATISSIUM SWEET VIBURNUM 9 24"HT. 3 GAL 36" OC of the project operation. WIRE SHALL NOT TOUCH BACKFLOW PREVENTER (OR APPROVED EQUAL) AS NEEDED 27. In general, the work shall proceed as rapidly as the site OR RUB ADJACENT DESIGNER. RK PHILLIPS becomes available. Keep all ore03, 0f work clean, neat, and orderly TRUNKSOR BRANCHES 3/4" BRASS HOSE BIBB DRAVMBY. DB at all tirnes. DRIVEN FIRMLY A MINIMUM OF FEB 13 28. There will be special care to all existing trees to be 18" INTO THE SUBGRADE CHECKED BY., RK PHILLIPS retained on site to avoid construction damage. PRIOR TO BACKFILLING IF PROPOSED HOSE BIBBS ARE RUN OFF BUILDING DOMESTIC FEB 13 is to be provided in lieu of 2 STRAND 12 GAUGE GALV. C�11 SUPPLY, ALL HOSE BIBBS MUST HAVE A WATTS REGULATOR SERIES 29. If an automatic irrigation system 8 HOSE BIBB VACUUM BREAKER OR APPROVED EQUAL. hose bibs as shown on the plan, a shop drawing of the layout and WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" DATE: design must be submitted to the governmental agency, for review S' MULCH FROM TOP OF STAKE and approval, prior to installation. 2 WIRE SUPPORTS SHALL BE FORM SAUCER WITH FEB 2013 100% FORM SAUCER WITH USED ON MAIN STRUCTUPAL 3" CONTINUOUS RIM 3" MULCH 30. Irrigation system shall be fully automatic, providing 3" CONTINUOUS RIM BRANCHES F_ SOD TO BE ARGENTINE BAHIA ON SLOPES AND AS INDICATED. ISCALE: eas, with all pop' up heads in lawn area. 11 In. "0111 1111 coverage to all planting or 1 10, 31. Irrigation station shall . be set where there will be no mixing SEED OTHER AREAS AS INDICATED. IF SEEDED BEFORE MID-OCTOBER, USE 4: 1 PROJECT No. MIX. WATER & TAMP S BAHIA TO 0.75LBS =111 of shrub and lawn arecs,, fixed spray heads with gear driven heads SPECIFIED PLANTING I RATIO OF BAHIA SEED TO COMMON BERMUDA; USE 3LB or impacts. Shrub risers shall be minimum 2.5' from eop and SPECIFIED PLANTING MIX EEI IF AFTER MID-OCTOBER, SUB -13 oll heads minimum 1' from buildings. WATER & TAMP TO 11 IIF TO REMOVE AIR BERMUDA/I OOOSF; STITUTE RYE SEED FOR 1100 -_ I-, POCKETS REMOVE AIR POCKETS tion (or approved equal); equal �I I JEEI I I BERMUDA AT THE SAME RATIO. 32. A double check backflow preven NUMBER SHEETS (12% 10 to a DCA-100; to be mounted in a rectangular valve box on the service side of the meter and Immediately adjacent to the 9 water meter. 2 X BALL D SHRUB PLANTING MUCH WITH PINESTRAW, PINE BARK, OR SHREDDED CYPRESS AT GRAPHIC SCALE PAGE NUMBER ental 33. After the landscape plan is approved by the governm !L� 2" TO 2.5" PER OWNER'S CHOICE. 0 10 20 30 agency any subsequent changes must be resubmitted SCALE: NOT TO SCALE I for review and approval. imum 4' from EOP and 15' SINGLE- TRUNK TREE STAKING 101 34. Shade trees shall be planted min from OHE. SCALE: NOT TO SCALE LANDSCAPE PLAN IN FEET 1 inch 10 ft. F� T < 4" Z51 --- 4 V) z - o u O 0 o J Q a c� 0 `` w w o .STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS S 0UTS STANDARD ROOF PANELS PANEL LIGHTING � N 4'x4' VENT FAN p O STANDARD WALL PANELS / J Q ------------------- = O W o o W pp ,� 11 I 4 LlA C) - m Q I J Q cod W I 1 4;x14i, OH DR 4 } I 1-3 4 / z I N NOTES: t2 PROVIDED AS REQUIRED BY NFPA 7.10.13 t- I 1 . TACTILE SIGNAGE SHALL BE ( ) r Q ` o 2. TACTILE SIGNAGE SHALL-BE LOCATED AT EACH EXITDOOR REQUIRING AN EXIT SIGN. . . I STEEL DOOR TRACK (TYP) 3. TACTILE SIGNAGE SHALL READ AS FOLLOWS: EXIT 1a3 ► �lc m BLDG. LEFT SIDE ELEVATION 4. TACTILE SIGNAGE SHALL COMPLY WITH ICC ANSI Al 17.1 AMERICAN NATION • BLDG. FRONT ELEVATION ,; SCALE: 1/8"=1 —o STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. SCALE: 1/8"=l'-O" ae ai TACTILE SIGNAGE STANDARD ROOF PANELS STANDARD WALL PANELS CONT. GUTTER & DOWNSPOUTS W PANEL LIGHTING 4'x4' VENT FAN V STANDARD WALL PANELS .• I�'17L.`r••r+ I VV 'W 1111♦♦ - I 'I B� I • _ M M N N ;p N ' d W C'O Or i O Q RL C E 10= BLDG. REAR SIDE 'ELEVATION - .I BLDG. RIGHT : SIDE ELEVATION II Ln O s -1 —o "AMEREX" MODEL 13500/13500T HAND —o> , SCALE / SCALE: 1/8"=1 HELD TYPE A B C OR EQUAL AS E INDICATED ON PLANS. (MOUNT NO MORE W H c N THAN 5'-0"- A. .F F. FROM-TOP OF W w cJ rte . . EXTINGUISHER TO FLOOR) ILL I - BUILDING CODE SUMMARY BUILDING ADDRESS: 13Th STREET WEST- LOT 4 FIRE EXTINGUISHER MOUNTING HEIGHT ATLANTIC BEACH, FL 32233 I a FLORIDA BUILDING CODE 2010 C DE ENFORCEMENT ATLANTIC BEACH, FL N.T.S. BUILDING DATA: NEW CONSTRUCTION - SHELL ONLY - CONTRACTOR IS TO INSTALL SIGNAGE WITH ASSEMBLY' BUSINESS EDUCATIONAL OCCUPANCY MER ANTIL I RESIDENTIAL FACTORY - INDUSTRIAL. � _ _ MINIMUM 6 LETTERING TO ALL INTERIOR WALLS. INSTITUTIONAL UNREST INSTITUTIONAL REST STORAGE-WAREHOUSES- MINIMUM HAZARDOUS MIXED OCCUPANCY YES NO �; NO STORAGE ABOVE 12 TYPE I TYPE IV P TYPE V UP3: CONSTRUCTION TYPE II-B TYPE IV UP TYPE VI P ' O TYPE TYPE III TYPE V P TYPE VI UP MIXED CONSTUCTiON YES I I NO I ITYPE N m W Y S NO FIRE DISTRICT YES N0 NOTE. REST ROOM TO BE RUFFED IN ONLY AND TO SPRINKLED E J BE CONSTRUCTED AND PERMITTED AT LATER BATE. BLDG HEIGHT 18 0 MEAN ROOF HT. MEZZANINE YES NOul GROSS BLDG. FIRST FLOOR: 1860SF - aW AREA FIRST FLOOR � 0 THIRD FLOOR - TOTAL. 18 NUMBER ii R OF UNITS 1 - PROJECTED LEASE SPACES a HwH MEANS OF EGRESS DOORS TO EXTERIOR O TO EXIT - MAX CONDITION 54 FT TRAVEL DISTANCE � Q ,FIRE HYDRANT MAX $Q. FT. FLOOR 1860 SF SERFACE MOUNTE NUMBER OF Ell MAX OCCUP. LOAD 2 UA 17 W EXIT SIGN � EXITS MINIMUM NUMBE OF EXITS 1 - 1 PROVIDED PARTY WALLS COO NR 'INTERIOR BEARING WALLS NR INTERIOR NONBEARING WALLS NR mj ` FIRE RESISTANCE COLUMNS NR FLOOR - CEILING MS & TRUSS:-.S) NR BEA I ROOF CELING NR - LIFE-SAFETY PLAN EXTERIOR BEARING WALLS NR BUILDING � m II - „ II OCCUPANT LOAD 3 w SCALE: 1/8"=1 -0 REQUIRED LIGHT- FRAME TRUSS-TYPE CONSTRUCTION SIGNAGE � J N i THE CONTRACTOR IS REQUIRED TO PLACE SIGNAGE IDENTIFYING STRUCTURES J I Q - CONSTRUCTED WITH A . LIGHT_FRAME TRUSS . .COMPONENT IN A MANNER SUFFICIENT TO WARN PERSONS CONDUCTING FIRE CONTROL AND OTHER EMERGENCY OPERATIONS OF LIVE SAFETY NOTE THE EXISTENCE OF LIGHT-FRAME TRUSS-TYPE CONSTRUCTION IN A STRUCTURE. THIS ■J INCLUDES ANY TYPE OF CONSTRUCTION WHO'S PRIMARY STRUCTURAL ELEMENTS ARE THIS PROJECT IS FOR SHELL CONSTRUCTION ONLY. FORMED BY A SYSTEM OF REPETITIVE .WOOD OR .LIGHT GAGE STEEL FRAMING _ COCCUPANCY TO BE DETERMINED UPON BUILD—OUT) MEMBERS. - DESIGNER. RK PHILLIPS DRAWN BY: ' DS FEB 13 * 1 STORY AS A MINIMUM THIS SIGNAGE SHALL. CHECKED BY: RK PHILLIPS * EACH FLOOR E A BRIGHT RED MALTESE CROSS MINI. 8 WIDE & 8 TALL. 2 EXITS REQUIRED SHALL B FEB 13 2 EXITS PROVIDED TO GRADE LEVEL COMPONENTS AND SHALL BE MARKED WITH THE APPROPRIATE SYMBOL „ WITH LIGHT-FRAME ROOFS: R,' CLASS A RAMPS STRUCTURES DATE. * ESTABLISHED - S WITH LIGHT-FRAME TRUSS FLOORS. F CORRIDORS .NOT E STRUCTURE FEB 2013 * EGRESS WIDTH PERSON 0.2 STRUCTURES WITH, LIGHT-FRAME ROOFS & FLOORS. RF, SCALE: * " MINIMUM CLEAR OPENING OF DOORS 32 36PROVIDED AS NOTED * PLACED WITHIN 24 TO LEFT OF MAIN ENTRY DOOR AND WILL BE MAXIMUM TRAVEL DISTANCE SYMBOL SHALL BE , PROJECT No. * COMMON PATH 30 OFT OR LESS PERMANENTLY ATTACHED TO FACE OF STRUCTURE ON A CONTRACTING BACKGROUND , DEAD END CORRIDOR 20 FT OR LESS OR BE MOUNTED ON A CONTRASTING. BASE MATERIAL WHICH IS PERMANENTLY 1104'13 TH STRUCTURE. IT SHALL NOT BE LOCATED LESS THAN NUMBER SHEETS * ROOM DOOR TO EXIT 150 FT OR LESS ATTACHED TO THE FACE OF E * ANY POINT TO EXIT. 300 FT OR LESS 4 FEET OR GREATER_E THAN 6 FEET FROM FINISH FLOOR ELEVATION. 9 i. I PAGE NUMBER I I I I N _ z 0 a I STD ROOF PAN ° 12 EL STD ROOF PANEL o ' ii 3" F.G. INSULATION 0 3 F.G. INSULATION STD ROOF PANEL STD ROOF PANEL : N 1 ROOF PURLIN ROOF PURLIN 12 3" F.G. INSULATION w O L 3 F.G. INSULATION N N STD END CAP 1 ROOF PURLIN w �- i \ ROOF PURLIN w' Ld zq � I w 0 ' U •d GUTTER-& DOWN SPOUTS a R-19 F.G. INSULATION �— FIRE CAULK O 3„ FG MSG25 STL. FURRING ® m INSULATION 16 O.C. a m RIGID FRAME BEYOND2.1 (A SEE DETAIL H � z i A4 M W , R-11 FG INSULATION 7 Q RIGID FRAME BEYOND j p SIDEWALL GIRT SIDEWALL GIRT 6" METAL STUDS - 12' DR. HT. 24GA @ 24 OC Lu 18'-0 • 18'-0" I STANDARD SIDE WALL RIGID FRAME BEYOND STANDARD SIDE WALL I, 1-HR RATED PARTITION ROLL-UP DOOR UL DESIGN U419 5/8 FIRECODE SHEETROCK EACH SIDE N N df I'I > 13 ` 3" FG 3 FG CO INSULATION INSULATION (Q 0 =fL 6 CONC. SLA ,W -C 3 TRACK 6 x6..x10x10 W.M. Z ° V VINYL BASE � IQ .. d In m � dl t� a D 40— FINISH _FINISH FL. SLAB .FINISH FL. SLAB f>: O cmc a ' I � M f3 ^ d .. .4 FLASHING 6 CONC. SLAB W/ FLASHING N w „ LAS G 6 CONC. SLAB W I W J 6 1 x1 W.M. " / FINISH FL SLAB <] - !a Y. 6 x x 0 0 0 �6 x6 x10x10 W.M. a ° d d a 6" CONC. SLAB W/ ..d a ° 6"x6"x10x10 W.M. d a d SEN C N D GRADE , I I GRADE 20 VAPOR BARRIER ° _� VAPORBARRIER . NTS��CO A4 �oZ GRADE d COMPACT FILL Ii — COMPACT FILL 20„ VAPORBARRIER11F oa � I I — COMPACT FILL d � FOOTING F1 FOOTING F1 4 8 J I — FOOTING F1 d O SECTION A SECTION B SECTION ('C__� J _I J NTS NT A4 LL J A4 S A4 NTS W a W a 3x3x3/16 B/W ROOF PURLINS W I>• � O oC a W W z 1- o J — ROOF.. F5-URLI�1 It= 0 �- FIRE CAULK 1-HR RATED PARTITION 2x4 WOOD STUDS UL DESIGN 0419 016 OC 5/8” FIRECODE i1 HR RATED PARTITION SHEETROCK EACH SIDE I 1X4 TRIM OSB 7/16 UL DESIGN U419 MSG25 STL. / PLYWOOD SHTG. 5/8,. FIRECODE FURRING X16 OC SHEETROCK EACH SIDE RIGID FRAME a 6 5/8 FIRECODE SHEETROCK FTJ DESIGNER: RK PHILLIPS LI S 7/16 OSB PLYWOOD SHTG. 2-2X4 PLATE DRAWN BY: DB I FEB 13 CHECKED BY: RK PHILLIPS ., ,. ,WOOD STUDS FEB 13 2x4 ,@16 OC 1/2 SHEETROCK MTL STUDS 24 OC DETAILr2 . 1 NTS /'1`Y' /� n DATE: \T-L FEB 2013 2X4 WOOD STUDS 2X4 WOOD STUDS i @16" OC 016" OC 1/2.. DRYWALL SCALE.. NOAL SC E - VINYL BASE. DETAIL 1 . 1 PROJECT No. NTSA4 1100-13 o a , . NUMBER SHEETS d _ a . a a.. a a d: a- a 9 PAGE NUMBER SECTION E NTS A4 49'-7., z a v o Li z 71 La o � � N 00 co D , w ELEC. PANELL-i Lu r TYP. N 0 NOTE: REST ROOM TO BE RUFFED IN ONLY AND TO B BE CONSTRUCTED AND PERMITTED AT LATER DATE. o ` m oO r� 1 0 I z cn .- ro W I I NOTE: TOILET WALLS HAVE 7/16,> -� 5'-5"OSB. t2 1- HWH OHWH d Y m w • I.I.II N •. c0 ' N ►o TO SANITARY �� M, r O SERVICE E co w CLEAN OUT ..• -,2 O TO BE INSTALLED 4 3 •C *2'-8p; E7 ' " 4 BUILDING LAYOUT CLEAN OUT _'� v> ,+ ww NOTE: PLUMBING FIXTURES AND ACCESSORIES SHALL INSTALLED IN COMP IAN •� BE FURNISHED ANDCOMPLIANCE CLEAN OUT TO BE INSTALLED E WITH AT PROPERTY LINE AND MUST BE FLORIDA ACCESSIBILITY CODE FOR BUILDINGS. DOOR SCHEDULE COVERED WITH RT-1 CONCRETE BOX *Poo _ WITH METALLID, SET TO GRADE AND tM! MATERIAL DETAILS REMARKS VISIBLE. tV N MARK . ..TYPE SIZE FRAME DOOR BUILDING PLUMBING LAYOUT a M d 1 A 14>x14, ROLL UP DR. MTL MIL - 2 3 4" AL AL GL PROVIDE PANIC HARDWARE B 3'-0"x7'-0"x1 po CIL : ALL HARDWARE SHALL BE INSTALLED IN ACCORDANCE WITH GI, l m STATE OF FLORIDA ACCESSIBILITY CODE FOR BUILDING. m -601 1ao ' PLUMBING FIXTURES R W .+ .- FIXTUREMFG CAT. N0. REMARKS < p a " o. ,SOCKET METER200A METER MAIN WATER CLOSET HC ELJER 091-0220 SEAT 124-2100 W N 120/208 30 LAVATORY ELJER 051 -0124 BRASS.358. 1000 HOUSE PNL & T/C I 1.5 d I. I ELECTRIC WATER COOLER HC 'HAWS." HALF/HAC8S STANDARD I 3/4" Li L-j PLUMBING ACCESSORIES 3/4 / ITEM MFG CAT 'N HC GRAB BAR BOBRICK B56B5637X42.37X36 z � Q � TOIL PAPER HOLDER BOBRICK B685 /A 3 " 3" p � a _ N •i W co � 3: 0 ev ER m J w P� I- W . CONTRACTOR IS TO INSTALL SIGNAGE WITH Du. !V � J MINIMUM 6 LETTERING TO ALL INTERIOR WALLS: G CP J W Ul NO STORAGE ABOVE 12 Q I NOTE. REST ROOM TO BE RUFFED IN AND TO BE CONSTRUCTED AND PERMITTED AT LATER DATE. GFI (TSP) Z 19 a W W � NWH o ,, co � BUILDING PLUMBING LAYOUT - m 4 �' SERFACE MOUNTED FIRE HYDRANT M DMS W I EXIT SIGN. N O tt Z �- INC F OJ o I BUILDING ELECTRICAL LAYOUT J m c� a HP-1 200A 1$ 120 208V MAIN UMD DESIGNER: RK PHILLIPS HOUSE PANEL. 100AMP ollawNSY. os 100A SURFACE MOUNTED 1 PHASE FEB13 ELECTRICAL LEGEND CHECKED BY: RK PHILLIPS ELECTRICAL NOTES: CIR JTEM BRK BRK ITEM CIR 0 FEB13` N IN ACCORDANCE WITH STATE AND 1. ALL WORK SHALL BE DONE MOP _ _ WALL PACK- 2 IBUTION PANEL MAIN DISCONNECT 200A 1 P 60Hz TV OUTLET CABLE TV COAXIAL CIRCUIT FURNISHED 1 WALL PACK 30 30 LOCAL BUILDING CODES. THIS CONTRACTOR SHALL APPLY AND MAIN DIST ( ) / / � i _ ' PAY FOR ALL_BUILDING PERMITS REQUIRED. WORK SHALL � CYCLE WITH 42 SPACES (SQUARED OR EQUAL) BY CONTRACTOR. MOUNT 1 6" AFF. 3 IRRIGATION 20 20 WP RECEPTACLES GFI4 CONFORM TO THE MOST RECENT NATIONAL ELECTRIC CODE AND 5 SPARE SPARE 6 — COMBINATION 11 V WITH BATTERY DATE: FLORIDA BUILDING -CODE Lo DISCONNECT — NEMA 3 (EXTERIOR` BOX) SMOKE DETECTOR 0 B 7 8 BACKUP MOUNT 8C" AFF). FEB ZO73 2. CONTRACTOR SHALL APPLY AND MAKE APPLICATION. FOR BOTH � ) 9 10 4 110V RECEPTICAL — MOUNT 16" AFF. 12 `� POWER AND WATER SERVICE FROM THE JEA. CONTRACTOR IS 1 1 J FEES. WN R 1S RESPONSIBLE SURFACE MOUNTED FIRE EXTENGUISER SCALE: RESPONSIBLE FOR ALL PERMITOWNER PTI WITH FI GROUND FALT WATER RESIST. (GLASS A.B.C.) FOR APPLICABLE IMPACT FEES. 110V RECE CAL G ( NO SCALE cFi HOUSING INTERRUPTED -3. ALL WIRING SHALL- BE INSTALLED' IN EMT METAL. PROVIDE ) EMERGENCY LIGHTING - PROJECT NO. THHN CONDUCTORS COLOR CODED FOR TERMINATION. 4 25O MCM AL 42 110V RECEPTICAL — MOUNT 42" AFF 1100-13 4. PROVIDE A COMPLETE AND OPERABLE SYSTEM. ® LIGHTED EXIST SIGN W1 BATTERY BACKUP (1 ) 4PVC 1 10V RECEPTICAL - QUAD RECEPT. NUMBER SHEETS Y Wf�_ . LIGHT D AN APPROVED B O FIXTURES SHALL BE REVIEWED D ALL F - INSTALLATION. THE CONTRACTOR SHALL `QUALIFY BIL 'O S - „ T 9 BEFORES SWITCH MOUNT 48 AFF. I INCLUDE FIXTURES PROVIDED: LIGHT WITH EXHAUST I _ 3 METER BANK DETAIL I � PAGE NUMBER I 6. GROUND ALL METAL BUILDINGS AT OPPOSITE CORNERS W/ SWITCH 3 WAY 2 STRAINDED TO COPPER CLAD GROUND ROD.' 'I 75W MH WALL # 240V/1 P/60Hz OUTLET WITH HOME RUN TO MDP. SPECIAL PACK (TYP.) 7. RUN ALL CONDUIT IN A NEAT AND ORDERLY MANNER. PLUG VERIFY WITH APPLIANCE MAINTAIN 90 DEGREE`TURNS VERTICALLY`AND HORIZONTALLY. II TELEPHONE OUTLET — MOUNT 16" AFF V INTERRUPTED. i SIDEWALL COLUMN z I 7 a i o o N ANCHOR HAIRPIN BAR W/ 90 2 5 REBARS CONT. „ O # - o 0 'BOLTS HOOK #5X 5 0 .LONG II ,� I w N I 6x6 - 10/10 WELDED WIRE MESH ;. a .. „ o 1 6 d 1 -0 \ 4 THICK o SAND m I: _. • •.. • LAYER a d \ r 1 COMPACTED SOIL Q - Z V)1" 6 MIL POLLY I FOOTING SIZE 4� SEE FOUNDATION PLAN MOISTURE BARRIER _ M JLJI62'-0" OUT-TO- OUT OF CONCRETE Y, a #5 BARS 8"OC BOTH WAYS 0 BOTTOM ONLY. S ECT. A-A 15'-6" 15'-6" Y,Id 5' 1a NTS SECTION B B SECTION 1 -4a�. „ 1 --4 A-A � A-A a, w. A ( A J , i - ---------------------------------------- ------ - - - mow' >••'GJ • ;.P ----------- --------- ------------------------------------------ -------------{------_---------- ---------, -------- 1 t ,t 1 1 t , -- I 1 4 -3.0,, ; 1 (2) #5 REBARS CONT. 1 2 I I B t I 1 •rJ 1 ; SECTION ; 1 ; SECTION ; I [-0- ;0k 2 2 t 1 1 1 F-F 1 t 6 x6 - 10 10I --F WELDED WIRE MESH 4'-8" ;� 4.0 1 ; ; • ��.•. ^► ' 4'-3.0" ----- PIN _I ,� ON HAIRPIN I L. IN%` 15' 111 6.0" SECTION ; ,- #5X 7'-0" 1 1 4 -4.0 SECTIONC d d B , 4 4.0 LONG LEG I I A-A •tL1 4 a A-A i 1 F ° I TYP P. @ E.W. ----------, ~ 1 Err „ 1 -Io \ 1 HAIRPIN 4 THICK 1 l� C4 MIN. SAND LAYER -Q • Crl I m #5x 5 1 N d 1 1 CONST. 1 COMPACTED SOIL - LONG LEG ; d 1 1 JOINTS > 1 1 6 MIL POLLY LTYP. @ E.W. ; I C ; 'C'O MOISTURE BARRIER ; ; 1 1 „ 0 ' ------------------------------------------------- -- 4 - O. 2 - 5 BARS 30'-0" 18'-0" f--------------- I I O CONTINOUS I i v SECT. B B I v 1 u U ; u U v I ,y M d � NTS 1 i , �• >mfqm Q 1 I I4. m - ai i` 1 ----------� W _ N ooA c IIL 1 , 1 , W -1 J SAW CUT 1/8 x 1 DEEP LEN „ 1 SECTION 1•a E 4.0" 1 ; 4 -4.0 1 A-A 15 a, CONCRETE SLAB ' 1 ; o 7 4 -3.0 I %4' 0 d ° 6.0 , I „--- 1 6 -8 4 -8 <� QSECTION ; ON 1 F-F 1 I I1 SECTIONI Ir, , I B i 1 F F I SECT. - C C (Const. Joint) 2 2' •� W 53: NTS2 „ 0 , „ 20'-8" 20'-8 20 -8 f 1 2 3 W 'I�I J J W (2)_ #65 REBARS CONT. I W I Qck 6„x6,, - 10/10 - WELDED WIRE MESH - LAYOUT ANCHOR BOLT SUMMARY � � Z FOUNDATION LA � Q a QNT LOC DIA. PROJ LENGTH BEND W #3 o ° W a •'. 6:0 z a. I ° EW 3 4 3: 00 12. 0 3 . 00 m 32 / i: �\/�\ 16 RF 3/4 3 .00 18.0 3.00 M � 1'-0" \\ 4" THICK V MIN. a • SAND'LAYER d o Q1 > COMPACTED SOIL J 1' 6 MIL POLLY �� 1 MOISTURE BARRIER ■ ' 2 -' S BARS I CONTINOUS SECT. D D O' F■ ..i T Q I NS V I _ ..GENERAL FOUNDATION NOTES I SIDEWALL COLUMN 1 . ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED 11 . PROOF ROLL OF 5 OUTSIDE BUILDING FOOTPRINT WITH DESIGNERe RK PHILLIPS HAIRPIN BAR W 90° BARS VIBRATORY COMPACTOR. DRAVM BY: DB ANCHOR /„ t t, FEB 13 HOOK 5X 5 -0 LONG # F c 3000 PSI MIN @ 28 FILL TO WITHIN 4 OF FINISHED FLOOR ELEVATION WITH CLEAN BOLTS _ 2. ALL POURED IN PLACE SHALL BE 12. CHECKED BY: RK PHILLIPS 6„x6» 10/10 Y SAND FILL. FES13 WELDED WIRE MESH DAYS. WIRE MESH SHALL MEET ASTM A- 185. _ PACT TOP 6" OF FILL MATERIAL TO 95% OF MODIFIED II 3. WELDED E 13. COM ° 4. FOUNDATION AND FOOTING SIZING BASED ON ` ASSUMED SOIL DATE: PROCTOR DENSITY. .(MLN.). ° 6.0" d - d _d `FEB 2013 BEARING CAP ACTION OF 2500 PSF. 4° SAW INDICATED CRACK CONTROL JOINTS WITHIN 8 HOURS OF 5. THE UPPER 12 OF BEARING SOIL IN FOOTING SHALL BE scn�Ee- d PLACEMENT OF CONCRETE.. / / / NO SCALE 1 -6 \ PROCTOR. ORGANIC .. - - a a \\ �� COMPACTED TO 98� OF THE STANDARD PRO 15. SOIL IN FOOTING TRENCHES SHALL BE FREE OF 1 -0 4 THICK �� PROJECT No. MIN. d SAND LAYER LAY. IF EITHER IS ENCOUNTERED IN FOOTING • 6. MIN. REINFORCING STEEL COVER AT EARTH . 3 MATERIAL OR C d ° , _a ° 1 " COMPACTED SOIL 7 7OO-'I3 a, DISC 3" TO 6" TRENCHES, REMOVE IT & REPLACE WITH COMPACTED SAND. 5 BARS 8 OC BOTH WAYS 1 6 MIL POLLY 7. SLUMP RANGE AT POINT OF D S NUMBER SHEETS � MOISTURE BARRIER 16. CONTRACTOR TO REVIEW FOUNDATION DRAWINGS AND CHECK TOP & BorroM 8. OVERLAP ALL WWF A MINIMUM OF 8 9 , COMPLIANCE WITH ERECTION DRAWINGS BEFORE FOOTING SIZE REINFORCING STEEL A MINIMUM OF 30 DIAMETERS. FOR PAGE 9 . LAP ALL RELNFO C _ ' EE FOUNDATION PLAN S i� ORGANIC MATERIAL FROM TOP 12 OF COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCY SHOULD 10. REMOVE TOPSOIL 8c i SECT. F F EXISTING GRADE. . BE BROUGHT TO ENGINEERS ATTENTION . NTS 9 I I