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7346-7348 Gall Blvd (2)
1� SECTION AT NEON NCH E SCALE: 3" = 1'-0" c e NOTE: FRONT COLUMN FACE SHOWN. FOR SIDE COLUMN FACE(S), SEE SOUTH ELEVATION (DETAIL #4) aIDENTITY BAND DETAIL SCALE: 1 /2" = 1'-0" PRIMARY FEATURE EIFS EIFS/STUCCO EIFS/STUCCO 0 n n EIFS CORNICE, TYPICAL EIFS PRIMARY FEATURE 0 42'-0" RETURN REQUIRED RETURN REQUIRED ADJACENT CONSTRUCTION EIFS SECONDARY FEATURE MAY NOT BE HIGHER THAN THE PARAPET OF THE ROSS 28'-0" BASE BUILDING OR EXTEND - - OVER THE ROSS LEASE LINE 2 NORTH ELEVATION SIGN WORK 1 CAVITY O E2-O 118 3-FLUORESCENT 4'-0" LONG FIXTURES EVENLY FASCIA FRAMING WITH PLYWOOD SUBSTRATE SPACED WITHIN CAVITY WI H SWITCH ADJACENT TO WORK CAVITY ACCESS DOOR, SEE E3.0 "ROSS" BOTTOM FEEDS TO REMOTE TRANSFORMER (BY ROSS) LIGHT SWITCH, SEE DETAILI 1/E3.0 FOR WORK CAVITY POWER AND LIGHTI G DIAGRAM J-BOX(ES), +15" ABOVE TOP OF "DRESS FOR LESS" SIGN, GUTTER & LEADER TO Sp SH PAN MINIMUM OF 3-20A, 120V. LOCATIONS MUST BE DRY. - -CONSUL OSS SIGN CONSULTANTS. (SEE SHEET A0.0) 42' 0' /y FINAL ELECTRICAL CONNECTION TO BE MADE BY G.C./ELECT'L SUBCONTRACTOR, COORDINATE WITH ROSS SIGN CONSULTANT - (SEE SHEET AO 0) 37 -0' "DRESS FOR LESS" TOP FEEDS TO REMOTE XFR (BY ROSS) TYP. SHEATHING NOTE 5/8" GP DENSGLASS GOLD GYPSUM SHEATHING OR EQUAL TO 16 GA 16" O/C WALL STUDS WITH #10x1 1/4" TYPE(S) S-12 COATED BUGLE HEAD SCREWS 3/8" FROM _ ENDS AND EDGES AND AT 4" 0/C. w J - 'I +15" ABOVE TOP OF WORK PLATFORM 120V 20A DUPLEX v, N .I UTILITY OUTLET. °" FASCIA SEE 7/A3.0 FOR FINISH 77 PROVIDE ACCESS & WORK PLATFORM WITH LADDER AS ' REQUIRED FOR SIGN INSTALLATION. NO STRUCTURE TO I INTERFERE WITH SIGN PLACEMENT, COORDINATE WITH ROSS SIGN CONSULTANT (SEE SHEET A0.0) 13-0- ter. W_ NM (vcNirp 7- - - --- 7--- - --- - -- -- --- - - - .°. SIEk1 C°WMN . (LEVEL 1) -9 (v[NiM - OS ff I A3.0 1 A5.2 ACCESS DOOR 19, SEE DOOR SCHEDULE A6.0 - SILL @ 1'-0" MIN. ABOVE FINISH ROOF 3 SPLIT FACE CMU LOW WALL, TYPICAL DOUBLE-FACED INTERNALLY ILLUMINATED UNDER CANOPY LOGO SIGN. G.C. TO PROVIDE 120V PRIMARY ELECTRICAL SERVICE AND J-BOX ABOVE CEILING AND SEE 11/A3.0 FOR SECONDARY SIGN LOCATION WITHIN 5-0" OF SIGN; COORDINATE REQUIREMENTS. I STRUCTURAL SUPPORT WITH ROSS SIGN CONSULTANT CANOPY ACCESS - SIGN WORK CAVITY VIA ROOF H.M. FLUSH DOOR W/ BEST DEAD BOLT LOCKSET, WORK SPACE, DUPLEX RECEPTACLE, UTILITY LIGHTS SWITCHED FROM NEAR DOOR AND SPACE FOR SIGN INSTALLATION & SERVICE. SEE 1/E3.0 FOR WORK CAVITY POWER AND LIGHTING LAYOUT. SIGN WORK CAVITY SECTION A3.0 SCALE: 1 /8" 110" SPLIT FACE CMU HIGH WALL, TYPICAL SPLIT FACE CMU LOW WALL, TYPICAL EIFS HIGH WALL 4'-4"' ;4'-4' 4'74 _R.,TYP. CLR ,TYP. Y CLR T W/ -THESE COLUMNS ARE SHOWN FOR CONCEPT ONLY. IF COLUMNS ARE REQUIRED TO SUPPORT THE STOREFRONT OPENING, THEN THE ARCHITECT OF RECORD MUST COORDINATE LOCATIONS WITH ROSS STORE DESIGN REPRESENTATIVE OTHERWISE STOREFRONTS TO BE PRESENTED WITHOUT INTERVENING COLUMNS. -4" CLEAR ANNODIZED ALUMINUM BREAKMETAL COLUMN COVER TO MATCH STOREFRONT SYSTEM, TYPICAL STOREFRONT COLUMNS. -KNOX BOX (IF REQUIRED BY FIRE MARSHALL) MOUNTED FRONT (AN.D/OR REAR). LANDLORD'S ARCHITECT TO COORDINATE ACTUAL LOCATION WITH LOCAL FIRE MARSHALL. E /4� EIFS HIGH WALL C 2 > EIFS UPPER PILASTER 3M #324 "FROSTED WHITE (tNI Y) 1) 2 3 SPLIT FACE CMU CRYSTAL' AT INSIDE FACE OF ALL LOWER WALL & BASE, WINDOW GLAZING BELOW +24" BEKAERT, 7 MIL GRAFFITI GUARD LPUSH-BUTTON +54" A.F.F., USE STANLEY DURA-GLIDE 3000 KAWNEER 451 T SERIES CLEAR TYPICAL CLEAR FILM ON EXTERIOR FACE OF WEATHER -TIGHT STAINLESS STEEL SLIDING DOOR PACKAGE IN ANODIZED ALUMINUM STOREFRONT ALL DOOR GLAZING AND STOREFRONT PUSH-BUTTON AND STAINLESS STEEL CLEAR ANODIZED ALUMINUM SYSTEM WITH DOUBLE PANE INSULATED WINDOW GLAZING BELOW +8'-4" FASTENERS, EDWARDS #852, CONNECT WITH INSULATED GLASS GLAZING. GLAZING TO BE "ULTRA CLEAR BEKAERT, 7 MIL GRAFFITI GUARD CLEAR FILM ON HORIZONTAL MULLION. TO MATCHING BUZZER NUMBER. WITH HIGHEST TRANSPARENCY". EXTERIOR FACE OF ALL DOOR GLAZING AND STOREFRONT STANLEY DURA-GLIDE 3000 WINDOW GLAZING BELOW +8'-4" HORIZONTAL MULLION. .............. SLIDING DOOR PACKAGE IN CLEAR ANODIZED ALUMINUM ��% WITH INSULATED GLASS WEST E TSTOREFRONT ELEVATION �j ��j% AL # IN ELOW +24" WITH "FROSTED WHITE CRYSTAL" AT INSIDE FACE OF M E2-0 ��%%��%�� GRAFFITI GUARD OW �CLEARZING BMIL ON EXTERIOR FACE BEKAERT, 7 ML F- SIGN FASCIA IS TO: 1) HAVE AN APPROPRIATE SUBSTRATE FOR SIGN INSTALLATION. 2) BE CLEAR OF JOINTS AND REVEALS BEHIND SIGN. 3) HAVE AN ENCLOSED, REAR ACCESS. INSTALLATION WORK AREA BEHIND SIGN (SEE DETAIL 6/A3.0 FOR PRIMARY FEATURE). ARCHITECT OF RECORD MUST OBTAIN ACCEPTANCE OF PROPOSED CONFIGURATION FROM ROSS SIGN CONSULTANT. B 3NIT 3SV31 01 3NIl 3SV31 0-,Otl 15'-4" I 65-0" MIDI. RETURN REQUIRED TO BE EQUAL OR GREATER THAN THER TENANTS IN CENTER 68'-6" EIFS CORNICE, TYPICAL 3 CENTERLINE OF CANOPY 1 EIFS PRIMARY FEATURE AND SIGNAGE. _...; :. ENTRY FEAURE REQUIRES 5/8' EXTOR TYPE PLYW TRATE_ ,x _ RETURN REQUIRED EIFS CORNICE, TYPICAL EIFS HIGH WALL <4: BANDS FEATURE ARCHITECTURAL LIGHTING, NOVA MODEL #071938-B, QUARTER SPHERE SCONCE WITH 100-WATT MH LAMP, FACTORY FINISHED SHELL LEASE LINE COLOR TO MATCH ADJACENT SURFACE. DOOR AND ASSOCIATED FRAME TO BE PAINTED TO MATCH ADJACENT SURFACE J) NICHE. SIGN FEATURE EIFS (TYP) RETURN REQUIRED 4 72" ROSS / 39" DRESS FOR LESS INTERNALLY ILLUMINATED MAIN ELEVATION LOGO SIGNAGE' ENTRY FEATURE REQUIRES D 5/8" EXTERIOR TYPE PLYWOOD SUBSTRATE. 15-4" 71'-6" RETURN REQUIRED __A4 EIFS SECONDARY FEATURE 2 RETURN REQUIRED 1 N - r --- - - - _ _ - -- - - - - - __- --- O ' r '-O .... % lam• :i: .:i:. N Q" ? 2 EIFS HIGH WALL DOUBLE-FACED ILLUMINATED UNDER R3 SPLIT FACE CMU LOW WALL CANOPY LOGO SIGN, G.C. TO & BASES, TYPICAL PROVIDE 120V PRIMARY ELECTRICAL SERVICE AND J-BOX ABOVE CEILING ROSS LOGO PLAQUE TYPICAL AND WITHIN 5-0" OF SIGN; OF 2. COORDINATE STRUCTURAL SUPPORT WITH ROBS SIGN CONSULTANT (BMA ROSS L.P. SURFACE MOUNTED DOME CAMERA \ (TYP. OF 2 AT FRONT) WEST ELEVATION AND NOTES VARIES ACCORDING TO SIGN SIZE AND CONFIGURATION 2X \0 Ln 2X EQ Q.11119 ZcSS EQ 1 o x- � 1 SECONDARY SIGN I I L 2 LESS I WORK CAVITY BEHIND x 2„ ARCHITECTURAL LIGHTING FACTORY FINISH TO MATCH ADJACENT SURFACE INTERNALLY ILLUMINATED SECONDARY 11 A3.0 ELEVATION LOGO SIGNAGE. SIGN FASCIA IS TO: EQ, Ir E. 1) HAVE AN APPROPRIATE SUBSTRATE FOR SIGN INSTALLATION (IFFRAMED, THEN A 5/8" EXTERIOR TYPE PLYWOOD REQ'D. AS SUBSTRATE). 2) BE CLEAR OF JOINTS AND REVEALS BEHIND SIGN. 3) HAVE AN ENCLOSED, REAR ACCESS. INSTALLATION WORK AREA BEHIND SIGN. ARCHITECT OF RECORD MUST OBTAIN ACCEPTANCE OF PROPOSED CONFIGURATION FROM ROSS SIGN CONSULTANT. QTYP. REAR AND SECONDARY SIDE SIGN ELEVATION SCALE: 1 (LOCATION TO BE DETERMINED BY SITE -SPECIFIC CONDITIONS, MAY BE SIDE AND/OR REAR OF BUILDING) SHADED AREA IS HURRICANE SUSCEPTIBLE AREA PER ASCE 7-98 (SEE 8.2 / G1.1 FOR REQUIREMENTS IN THESE AREAS). DOOR #3 REQUIRES INSIDE/OUTSIDE KEY CONTROL IN THESE AREAS. OUTSIDE KEY CONTROL FOR SHUTTER IN FRONT OF DOOR #1 (DOOR #1A IN VESTIBULE CONDITIONS) REQUIRED IN THESE AREAS. SEE SHEET A1.2 FOR VESTIBULE PLAN AND DETAILS. 34'-0" MIN. OIL o T.O. PARAPET RETURN REQUIRED - _ 28'-0" OIL x T.O. PARAPET In N b o 0 4 b C 1 EIFS 3" RADIUS HALF - ROUND NOSING. 1 EIFS RECESSED BAND THREADED EYE -BOLT TOTAL OF 5 REQUIRED AS SHOWN, 2 SETS PER ELEV. MIN, :NCIETE BASE LIT FACE CMU LOW WALL BASES, TYPICAL R3 R1 BLUE IDENTITY BANDS, DASHED LINE INDICATES CONCEALED NEON TUBES TO 1 /2" FROM WALL @ END CONDITION, INSTALLATION TO MEET UL STANDARDS FOR NEON TUBING 44> ILLUMINATED (NEON) NICHE. 3-FLUORESCENT 4'-0" LONG FIXTURES EVENLY SPACED WITHIN CAVITY WITH SWITCH ADJACENT TO WORK CAVITY ACCESS DOOR, SEE E3.0 GALV. METAL COMPRESSION SLEEVE SAME AS DOOR 19 SEE DOOR SCHEDULE CONTINUOUS SEALANT -COLOR TO MATCH EIFS A6.0 & 3/A3.0 GALVANIZED METAL, STANDARD #10, 2" LIGHT SWITCH, SEE THREADED EYE BOLT (PRIME AND PAINT TO DETAIL 1/E3.0 FOR MATCH EIFS BEHIND) WORK CAVITY POWER AND LIGHTING DIAGRAM GALVANIZED METAL WASHERS (PRIME AND PAINT SURFACE WASHER TO MATCH EIFS 5 EYE -BOLTS FOR TEMPORARY BEHIND) BANNERS, SEE DETAIL 10/A3.0 PLYWOOD SUBSTRATE (TYP) FOR CONSTRUCTION AND AE1 TENANT PLAN FOR SITE SPECIFIC LOCATIONS. SHOWN (�,0 EYE BOLT DETAI HERE FOR CONCEPT, A3.0 SCALE: N.T.S. 4'-0" MIN. 19 FLUSH J-BOX AT REAR OF PARAPET WITH CONDUIT AND PULL STRING TO ACCESSIBLE LOCATION AT INTERIOR OF STORE FOR ROSS L.P. BRACKET MOUNTED CAMERA, BOTH SIDES OF CANOPY AT FRONT. CONFIRM LOCATION WITH ROSS CONSTRUCTION REPRESENTATIVE PRIOR TO INSTALLATION. 42'-0" - - - - 37'-0" EIFS UPPER PILASTER RETURN REQUIRED ADJACENT CONSTRUCTION MAY NOT BE HIGHER � THAN THE PARAPET OF THE ROSS BASE BUILDING <2r\ OR EXTEND OVER THE ROSS LEASE LINE F10�' R4 CAP LEASE LINE ROSS LOGO PLAQUE TYPICAL OF 2, SEE DETAIL 6/AE1 - 34'-0" MIN. T.O. PARAPET "ROSS"/"DRESS FOR LESS" BOTTOM FEEDS TO REMOTE TRANSFORMER (BY ROSS) J-BOX, +15" BELOW SIGN, MINIMUM OF 2-20A, 120V. LOCATIONS MUST BE DRY. CONSULT WITH ROSS SIGN CONSULTANTS. (SEE SHEET AC.0) 120V 20A DUPLEX UTILITY OUTLET N) SECONDARY SIGN WORK CAV TY SCALE: 1 /8" = 1'-0" THREADED EYE -BOLT TOTAL OF 5 REQUIRED AS SHOWN, 2 SETS PER ELEV, MIN. (E) SIDEWALK GRADING TO BE MODIFIED- BY LANDLORD TO FACILITATE THIS ROSS PROTOTYPE FLOOR PLAN AND ELEVATION. DRESS SURFACE 2" BEYOND AND BEHIND j2, ROSS OVAL WALL PLAQUE SO THAT WALL PLAQUE SITS FLUSH AGAINST WALL. CONTRACTOR TO OBTAIN FULL SIZE BMA ` OVAL TEMPLATE FROM ROSS CONSTRUCTION REPRESENTATIVE OR AS INSTRUCTED. (12 LOGO PLAQUE DETA L A3.0 SCALE: 1" = 1'-0" COLOR LEGEND BY LRV% (LRV % = LIGHT REFLECTIVE VALUE) GENERAL ELEVATION NOTES: THESE COLORS ARE BASED ON THE SHERWIN-WILLIAMS INTERIOR 0 COLOR 8. EACH MAIN AND SECONDARY BUILDING SIGN MUST BE COMMON AREA LANDSCAPING IN THE VICINITY OF THE STORE IS14TO BE DECK. THEY REPRESENT TONE AND VALUE BY LRV %ONLY ACTUAL LRV IS AFFECTED BY THE SURFACE APPLICATION AND TEXTURE. HEAVY TEXTURE 1, FINAL COLORS AND MATERIALS ARE SUBJECT TO ROBS REVIEW AND APPROVAL. SUBMITTAL OF SAMPLES AND VISIBLE FROM THE CENTER PERIMETER THROUGH AT LEAST WELL AND CONTINUOUSLY MAINTAINED AND WATERED BY AN AUTOMATIC SURFACES MUST BE LIGHTENED TO GIVE EQUIVALENT LRV LEVELS. COLORED ELEVATION REQUIRED. A 90-DEGREE CONE VISIBILITY MAY BE PARTIALLY AND IRRIGATION SYSTEM. SUCH PLANTING MUST NOT OBSTRUCT ACCESS OR INTERMITTENTLY INTERRUPTED BUT THE TOTAL SCREENING CIRCULATION AND MUST NOT OBSTRUCT VISIBILITY OF THE STOREFRONT EIFS TEXTURE TO MATCH 130 STOUT 1.0 UNLESS OTHERWISE NOTED 2. ALL PROPOSED CHANGES (IF ANY) IN DIMENSIONS, CONFIGURATION, COLORS, AND MATERIALS ARE TO BE MADE MAY NOT EXCEED 33% OF THE CONE. LANDSCAPING IS TO BE PRUNED AND MAINTAINED IN AN OPEN FORM FOR OR SIGNING. PLANTINGS RELATED TO TENANT SPACES ARE TO BE TREATED UNIFORMLY THROUGHOUT THE CENTER IN BOTH TYPES AND COLORS: IN CONSULTATION WITH ROSS STORE DESIGN MAXIMUM VISIBILITY. QUANTITIES. REPRESENTATIVE. NO EXCEPTIONS. 9. CAUTION: THE ACTUAL COATING OR FINISH SYSTEM USED ON 15 IF THE SIGNAGE PROPOSED IN THIS DRAWING IS ALTERED BY THE N0. COLOR NAME SW NUMBER STRIP LRV% 3. DO NOT USE THIS DRAWING FOR SIGNING PURPOSES. THE EXTERIOR OF THE ROSS STORE MUST BE IN AN EXTERIOR FORMULATION SUITABLE FOR EXPOSURE TO ACTION OF LOCAL GOVERNMENTAL AUTHORITY, ROSS STORES INC. RESERVES THE RIGHT, AT NO COST, ALTER THE ARCHITECTURAL 1 DOWER WHITE SW 3385 C 83% SIGNING IS SHOWN FOR CONCEPT ONLY. ACTUAL SIGNING INTENSE SUNLIGHT (UV) AND WEATHER. FEATURES TO BEST ACCOMMODATE THE ALTERED SIGNAGE. CONFIGURATION IS GOVERNED BY SEPARATELY APPROVED 2 TAT MI TAN SW 1 1 6 17 30% SIGNING DRAWINGS, LEASE EXHIBIT "J". INCLUDE PLYWOOD 10. UNLESS SPECIFICALLY APPROVED OTHERWISE IN WRITING 16. AN ACCURATE AND TRUE COLORED ELEVATION OF THE APPROVED FINAL BACKING BEHIND EIFS ON ENTRY FEATURES. THE ROSS ENTRY ELEVATION IS NOT TO BE IN AN INFERIOR ELEVATION MUST BE SUBMITTED IN A HARD COPY PRINTED FORMAT TO 3 NO ADIC DESERT SW 3107 16 47% THIS ELEVATION IS SUBMITTED AS A GUIDE FOR THE POSITION RELATIVE TO THE MASS, HEIGHT AND PROJECTION THE ASSIGNED ROSS CONSTRUCTION REPRESENTATIVE FOR REFERENCE PREPARATION OF LANDLORD'S PROJECT DOCUMENTS. OF ADJACENT AND OTHER CENTER CONSTRUCTION, WITHIN 30 BUSINESS DAYS FOLLOWING THE APPROVAL OF THE ELEVATION BY THE ROSS STORE DESIGNER, 4 INTERACTIVE CREAM SW 3113 17 63% UNDER CANOPY LIGHTING 1S REQUIRED. LIGHTING IS TO BE DESIGNED, SELECTED AND APPROVED ON AN INDIVIDUAL 11. LANDLORDS ELEVATION DRAWING 'ROSS-ELEV-FLOOR PLAN.DWG' WAS USED AS THE BASIS FOR THIS DRAWING. 17. THE LANDLORD MUST MAINTAIN AT THE JOB SITE FOR REFERENCE _ SW - _ SITE BASIS (A UNIFORM 15 FOOT-CANDLES WITHOUT MODIFICATIONS HAVE BEEN PROPOSED AND REVIEWED WITH THROUGHOUT THE PROJECT BY THE ROSS CONSTRUCTION 6 _ SW _ _ CONTRIBUTIONS FROM OTHER LIGHT SOURCES IS REQUIRED). LANDLORD'S ARCHITECT REPRESENTATIVE. MANUFACTURER'S LABELED SAMPLES OF APPROVED 6. NO OBJECT CREATING AN OBSTRUCTION TO CIRCULATION OR 12. ROBS HAS PROPOSED LIGHT REFLECTIVE VALUES FOR EXTERIOR COLORS AND MATERIALS TOGETHER WITH AN ACCURATE AND FAITHFUL COLORED RENDERING OF THE APPROVED FINAL ELEVATION. 7 _ SW _ _ TO VISIBILITY IS TO BE PLACED IN FRONT OF THE ROSS ELEVATION WITHOUT THE SPECIFIC WRITTEN APPROVAL OF FINISHES ON THE ELEVATION. LANDLORD'S ARCHITECT TO SUBMIT ACTUAL MATERIAL SAMPLES AND COLOR FINISHES THESE REFRENCE MATERIALS ARE TO BE ON SITE WITHIN THIRTY (30) BUSINESS DAYS AFTER THE LATER TO OCCUR OF (1) THE APPROVAL "TK BLUE I ENTITY BANDS: TK PRODUCTS 6010-40" COLOR PMS 300 "ROBS BLUE" S F R H T C O THAT COMPLY WITH PROPOSED LRV REQUIREMENTS FOR 1 OF THE FINAL ELEVATION BY THE ROBS STORE DESIGNER OR (2) THE MATTE FINISH LATEX PAINT OVER SMOOTH SURFACE EIFS SUBSTRATE TO PROVIDE A ROSS REVIEW AND APPROVAL. INCLUDE RENDERED COLOR START OF CONSTRUCTION. SMOOT AND UNIFORM APPEARANCE; RECESSED 1"; SOURCE: TK PRODUCTS; 7. NOTWITHSTANDING THE ROSS EXTERIOR LIGHTING IDENTIFIED ELEVATIONS OF ADJACENT TENANTS AND CENTER R1 ATTENTON: MIKE BOULKA; PHONE: 1-800-441-2129; EMAIL: HERE, FULL COVERAGE COMMON AREA SITE (CIRCULATION, ELEVATIONS. MBOUL LOWE A@TKPRODUCTS.COM WALL & BASE ARCHITECTURAL SPLIT FACE CMU ANGELUS BLOCK COMPANY PARKING, SAFETY AND SECURITY) LIGHTING IS REQUIRED AND IS TO BE CIRCUITED AND CONTROLLED FROM COMMON AREA PANELS. WITHIN EACH CATEGORY THE LIGHTING IS TO 13. SIGN BACKGROUND IS TO BE 83% LRV IN THIS WEST FACING ELEVATION. NO EXCEPTIONS. R COLOR: OAK; INTEGRAL COLOR SIMILAR TO SW 6125 CRAFT PAPER, 17% LRV) ) BE UNIFORM THROUGHOUT THE SHOPPING CENTER IN INTENSITY AND TYPE. IN NO CASE SHALL CIRCULATION AND �R4 CAST ONE CAP PARKING LIGHTING IN THE VICINITY OF THE ROSS STORE BE LESS THAN THAT IN THE VICINITY OF ANY OTHER TENANT. Proj. Mgr. JU Job. Capt. SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA R B AR 0016160 JUN 112 W Z ~ r N U W ffL O W a Fx- W W H H x E m F§ O O m O CD 0-1W O V O m Q p 0 0 0 p F < WO Z O®= W O a aa m x 0 Z W~ O Z W- 0 K 32 Oz W W !w7 p a vi m O w 0 w 0 Z O m W2~ O OO m Of OZ O= tO a z W z O U Z� Z d= z Ov = o cn z o a w Q W OW z x a z N 10 v z~ w Q x w = QQ w w 0 W I Z W O O F- Z� x D Q� d U D z 0 t- z y z z U w O O m f- O Q' W z O W Z Z 5 W 2 LD O W U to OU W W¢ x F Z OO a (n ¢ a 0 0 o it P zz ? 2 a ® COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO N O I L Revisions: 0 PROTOTYPE REVISIONS 5-5-14 CADFILE No. H a M � M � w A I U J *P* xmo �4In ��'a 04 r' O �0 O -` N � M M o N 'c LL r C u "0 N � 0 0) o E Ca)O Cu u) E U 1`_ oc L o O i N � � � O � � U i 0 -:3 0 U r N L0 Q U i Cu Sheet Title EXTERIOR ELEVATION Scale: AS NOTED Date: Sheet No. 07.12.13 Project No. 12-027 A3mO 0 zo xx x xx x ; F� ri` FRON FS CORNICE TYP. O TYP. SHEATHING NOTE 5/8" GP DENSGLASS GOLD GYPSUM SHEATHING OR EQUAL TO \112' 16 GA 16" O/C WALL STUDS sib" WITH 1 1 1/4" TYPE S SCALE: 3/4" 2 1 '— 2 9 9 TOP OF ST E CAP AT COLUM BEYOND 2 A5.2 # Ox ( ) S-12 COATED BUGLE HEAD SCREWS 3/8" FROM ENDS AND EDGES AND AT 4" O/C. EIFS PRIMARILY FEATURE O O WITH SIGN CONTRACTOR SEE EIFS TERMINATION )F FEATURE AT ARAPET DETAIL IFS CORNICE TYP. 'EXISTING FRAMING YP. SHEATHING NOTE (8" GP DENSGLASS GOLD GYPSUM HEATHING OR EQUAL TO 3 GA 16" O/C WALL STUDS JITH #10xl 1/4" TYPE(S) -12 COATED BUGLE HEAD SCREWS (8" FROM ENDS AND EDGES ND AT 4" O/C. 'A.F. EIFS THICKNESS '0 ACCOMMODATE DIMENSIONS ON WEST AND NORTH ELEVATION SECOND CONDITION AT CORNICE x x x x v x x x x 1/2" EIFS. TYP. SHEATHING NOTE ' GP DENSGLASS GOLD GYPSUM SHEATHI O UAL TO 16 GA 16" O/C WALL STUDS WIT 1 1/4" TYPE(S) S-12 CO BUGLE HEAD SCREWS 3/8" FROM AND EDGES AND ' O/C. x x x Xx x x x x 1 1/2" 1 1/2" FOAM AND T RED -5/8" STUCCO FINISH / E 8„ BAGEL (SCORED, EIFS W/ 1423 STOL R3.0 TEXTURE) "sto" brand OR SIMILAR xxx xxx r 1 1/2" 1 1/4" 1 v� TYP ATHING NOTE 1'-0' 6° sib" P DENSGLASS GOLD GYPSUM SHEATHIN EQUAL TO 16 GA 16" O/C WALL STUDS WITH #10xl 1/4" TYPE(S) S-12 COATED BUGLE HEAD SCREWS cc O 3/8" FROM ENDS AND EDGES AND AT 4 O/C. - - - - - - - - - ------------------------_------ ° Cz 3' o o------O---C-------C-------[—-0---=---�— 1 °D EIFS SOFFIT SOFFIT DRIP EDGE If W1UU [I 1dX f I w manufacture EIFS bs' s. HALF -ROUND EIFS HIGH WALL NOSING b° R O D ° SPLIT FACE CMU LOW WALL, TYPICAL LOWER WALL & BASE ARCHITECTURAL SPLIT FACE CMU ANGELUS BLOCK COMPANY A5.2 8, 2' V COLOR: OAK; INTEGRAL COLOR ` (SIMILAR TO SW 1090 CRAFT BROWN, 23% LRV) 2. D. ° RS G° j. BLUE IDENTITY BANDS: TK PRODUCTS "TK 6010-10" D b COLOR PMS 300 "ROSS BLUE" MATTE FINISH ---- IT LATEX PAINT OVER SMOOTH SURFACE EIFS SUBSTRATE TO PROVIDE A SMOOTH AND UNIFORM APPEARANCE; PROVIDE CONTROL JOINT AT TOP AND BOTTOM OF BAND. CONTROL JOINT WIDTH %2'. SOURCE:TK PRODUCTS; Co n D D ° b 1 R3 SPLIT FACE CMU LOW WALL, TYPICAL LOWER WALL & BASE ARCHITECTURAL SPLIT FACE CMU ANGELUS BLOCK COMPANY D ° . COLOR: OAK; INTEGRAL COLOR (SIMILAR TO SW 1090 CRAFT BROWN, 23% LRV) ' b °1 b D 2 FRONT CAM TY SECTION S C A LU /4" = / — 0 4" et 5/ 1/2 WEATHER RESISTANT CAP FLASHING "sto" brand OR SIMILAR BARRIER MEMBRANE SUPPORTING STRUCTURE BLOCKING TO SUPPORT SUBSTRATE CAP FLASHING STO GOLD FILL WITH STO DETAIL MESH STO GOLD COAT STO ADHESIVE STO INSULATION DRIP EDGE TO DIRECT WATER AWAY FROM STO BASE COAT AND MESH SURFACE OF WALL STO FINISH FILLET SEAL FACE -WRAP STO GOLD COAT TERMINATION ONTO STO GOLD FILL WITH STO BLOCKING DETAIL MESH STO GOLD FILL WITH STO STARTER TRACK WITH WEEP DETAIL MESH WRAPPED HOLES OVER PARAPET SUPPORTING STRUCTURE Sto EIFS NeXT with Gold Guard Moisture Protection System Components SUPPORTING STRUCTURE STO GOLD COAT STO GOLD FILL WITH 6" 6" STO DETAIL MESH 6" 77 N METAL FLASHING SUBSTRATE N o STONE CAP 2 _, r STONE CAP 1 0 STO INSULATION 4" 8 STONE VENEER LOW WALL ¢,� 4�� (ZT() ROCF rnAT Akin lo "sto" brand OR SIMILAR MASONRY \ STO BONDING AGENT (OPTIONAL) O STO POWERWALL SCRATCH COAT Sto Powerwall Stucco on Masonr Components TYP. SHEATHING NOTE 5/8" GP DENSGLASS GOLD GYPSUM SHEATHI OR EQUAL EIFS HIGH WALL EIFS STARTED TRACK WITH WEEP TYP SHEATHING NOTE MESH 5/" GP 8DENSGLASS GOLD GYPSUM SHEATHING OR EQUAL STO FINISH 5 TYP CAC STONE CAP PROF L ES 4 )EFS TO SP E T FACE VENEER ON CMU 1/2 wide max follow manufacture specs. 5.2 SCALE: 3/4" = 1'-0" A5.2 SCALE: 3/4" = 1'-0" ` E M E M / (VERIFY) T.O. PARAPET C ��— —�■ — — — li III II III II III II 3 III If A5.2 jai I: _________ ______ (EVEL1 1 37'-0" T.O. STEEL COLUMN ----------------- ---_-- L J (VERIFY) ,I PROVIDE 5/8" PLYWOOD BACKING AT SIGN LOCATIONS AND THREADED EYE -BOLTS FOR TEMPORARY BANNERS, SEE DETAIL 10/A3.0 FOR CONSTRUCTION AND AE1 TENANT PLAN. G.C. TO COORDINATE LOCATIONS WITH TENANT. CLEVEL 1 29 —2 T.O. STEEL COLUMN 14-1 J (VERIFY) I I' G.C. TO V.I.F. ,COORDINATE SIGN LOCATION WITH SIGN CONTRACTOR. I I ' EIFS SOFFIT 2 SOFFIT DRIP DGE A5.2 EIFS HALF -ROUND LEVEL NOSING 13'-6" T.O. ST (VERIFY) RAND OR SIMILAR UPPORTING STRUCTURE TO MESH TO DETAIL MESH TO BASE COAT TO FINISH RIP REVEAL TO MESH DOUBLE 'RAPPED AROUND ]SIDE CORNERS TO INSULATION xX U B S TR A TE 1 FRONT C\ SCALE: 3/8" = 1'-0" I e D D P D n D. °!... • . • •.. e.. • • • • • • NCRETE CAP 1 Proj, Mgr, JU Job. Capt. ! SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA f R B AR 0016160 I t Q z z V O p v 0= a o U op CD O d o U X Z S m F OV FF z�� V Y W 0 O u. w° o W z O 2 W z W Z O O U} O O K uWi a}} Z~ m W U Z Z Q O Z N V O -W 0 W OQO ug 0= W J O W JQ O W O 'i p U O O O Q p 6 m Z_ N~ 3 d w W Y W a? W v. ¢ z= S ai z~ a z a= z2: F v Wo9Fmoo=W w D a d ~ O O n z o Z � z p? U 6 Z, D Xa' z p n O O LL O Z V= O W W Z O= tp V¢_ z w 2 Z O = z a a = U LL O� w w O 0 a U F- 4 W Q f- d O O O w F Z Z 2 Q © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: CONTRACTOR CLARIFICATION 5-5-14 CADFILE No. d' a M zt a M o .� AA lV w pmo �P=�cwaw LP=0�"a urg oR 0 o W N � 0 0_ a) d' N M W a)C L M co N cn C ILL .� N cu a. W ~o E `~ a zo c (J CU I0 U) I E c 0 CU N m L z O � r U in L 0 LO Q. v L CU Sheet T' 'CAVITY DETAILS Scale: AS NOTED Date: Sheet No. 07.12.13 1 Project No.A50 12-027 400A, 120/208V, 3PH, 4W SERVICE CONNECT TO UTILITY POWER AT BASE OF POLE IN HAND HOLE RELOCATED UTILITY POLES ELECTRICAL ROOM 3/4" EXPOSED PLYWO 8'-0- HEIGHT, ALL WALLS ALL ROSS ELECTRICAL PANELS AND SWITCH GEAR MUST BE LOCATED IN THE ELECTRICAL ROOM, SEE PROTOTYPE SHEET E2.0/DETAIL 5. 600A, 277/48OV, 3PH; 4W SERVICE MIN. NOTE: ROSS DOES NOT ACCEPT STEP-UP TRANSFORMERS. PHONE: 25 PAIR CABLE. ROOF HATCH AND LADDER MUST BE I.__. ELECTRICAL ROOM. ARCHITECT TO MOD STRUCTURE TO ACCOMMODATE NOTE: ALL UTILITIES THAT RUN THROUGH THE STORE, INCLUDING SANITARY SEWER, WATER LINES, SHALL EXCLUSIVELY SERVE THE STORE. LANDLORD SHALL REMOVE ANY UTILITY LINES THAT RUN THROUGH THE STORE WHICH SERVE OTHER TENANTS. INSTALL ALL UTILITIES IN STORE AS SET FORTH IN TENANT'S PROTOTYPE PLANS AND DESIGN GUIDELINES INCLUDING ELECTRIC SANITARY SEWER (4" LINE), WATER (2" LINE), FIRE SPRINKLER, TELEPHONE (2" CONDUIT) AND SEPARATE METERS. INSTALL SEPARATE ELECTRIC SERVICE AND PROVIDE THE STORE WITH - 600 AMP, 3 PHASE, 4 WIRE 2'Y48DV ELECTRICAL SERVICE WITH MAIN DISCONNECT AND METER BOX PURSUANT TO TENANT'S PROTOTYPE PLANS AND DESIGN GUIDELINES. Prof. Mgr. JU Job. Capt, ! SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA Ira AR 0016160 U W W Q H co F W w P H m _O x r- i F 3 0 0 m U 0F W O _ Uw, O m Z Q O O �- p 0' U 0 W Z d 0 KLL. Q U O F- F Cn W F O Si J z U 00 = w F- T m W m O 0 U a m O Q 4a � m Z X 0 Z Z Z Z F Z w o w O Q 2 Z j it O O w W wo _. >- 2 5 a� z FO 0 F- W (n (� O Z M U Z Z¢ Z ,� O 0 0 Y W- S p 2 w 0 ¢ a LL 0~ Z 2} S F M� d 0 � W p O U Q � Z a= O M F � 2 U O P V 0 U z OU W = U m a U) w a. R W 2 W a W I z W F a Z w. U W Z W¢_ IA U w F-- ° m 0= W W o W o 0 0. Q a Z 0 F Z O D Z m O O iL r O W w z a z Z� W 2 O Z V 2 0 0= t/l U Q 2 m Z 0 s z wa = U LL O� w w O 0 Q U r¢ m¢ �- 0 0 0 00� H Z? 2 Q © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO F 3 COORDINATION �p7 L 0 co (0 .0s N L co 0) -cc 0N C C o N c U 6N CL n, > 1 �/ N 0D N O E ■� ca 'C C: c uo W� E L o Cu Q Of Of m — Q 0 U m L0 U Cu Date: Sheet No.01-31-2013 BUCHANAN P.E. CONSULTING INC. _SEAL ELECTRICAL * MECHANICAL * PLUMBING RAJA BUCHANAN ENGINEERING 6191 W. ATLANTIC BLVD., SUITE #2 FLP.E#91E r Project No. EI-0 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 �( O� 12-027 Email: mepengineers@aol.com UNf0 2014 1 OF 3 RAJA BUCHANAN FL P.E # 48916 CERTIFICATE OF AUTHORIZATION # 8842 DATE: -- -__— -- FILE: 1612-El-©•DWG . , _ .. ... . 1 .� ,� na � . .. . is 1 I I I' ._--- _.. I 2�1 L GENERAL ELECTRICAL TOTES 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N.E.C. 2008) AND GOVERNING MUNICIPAL, STATE AND LOCAL CODES. ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE U.L, LABEL WHERE APPLICABLE. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE OWNER. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 4. CONTRACTOR SHALL MAKE ALL NECESSARY CUTTING AND DO ALL THE REPATCHING AS NECESSARY FOR THE PROPER EXECUTION OF THIS WORK. 5. AFTER COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. 6. WHERE ELECTRICAL CONDUCTORS ARE INSTALLED IN CONDUIT, THE CONDUIT SHALL COMPLY WITH THE N.E.C. REQUIREMENTS. 7. ALL CONDUCTORS SHALL BE COPPER. NO CONDUCTOR SHALL BE SMALLER THAN #12 AWG AND SHALL BE RATED FOR 600VOLTS THWN OR THHN INSULATION. INSTALL A GROUNDING CONDUCTOR WITH ALL CIRCUITS, UNLESS NOTED OTHERWISE, SIZED PER N.E.C. 250-122. 8. VERIFY BREAKER AND CORRESPONDING WIRE SIZES FOR ALL ELECTRICAL EQUIPMENT. DO NOT ORDER MATERIAL BEFORE VERIFYING BREAKER & WIRE SIZE. REPORT ANY DISCREPANCY IMMEDIATELY TO THE ENGINEER OF RECORD. 9. SAFETY SWITCHES SHALL BE SQUARE 'D', GENERAL ELECTRIC, OR WESTINGHOUSE, FUSED OR NON -FUSED AND SIZED AS INDICATED. NEMA 3R WHEN EXPOSED TO WEATHER 10. PANELS SHALL BE SQUARE 'D', GENERAL ELECTRIC OR EQUAL, TYPE AND NUMBER OF BREAKERS AS INDICATED ON PANEL SCHEDULE. STENCIL PANEL DESIGNATION ON INSIDE OF PANEL. ALL TWO -POLE BREAKERS SHALL BE COMMON TRIP, PROVIDE TYPE WRITTEN SCHEDULE IN EACH LOAD CENTERS. CONNECTION TO MAIN BUS SHALL BE WITH BURNDY ANNULAR COMPRESSION LUGS. PANELS AIC RATING SHALL BE AS INDICATED ON PLANS. 11. PROVIDE NAMEPLATES FOR ALL PANEL BOARDS, DISCONNECTS, TRANSFORMER, TERMINAL CABINETS AND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME ON DRAWINGS. 12. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED THIRD PARTY TESTING AGENCY. 13. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT TIME OF DESIGN. VERIFY ALL EQUIPMENT AND PANEL SIZES BEFORE ORDERING AND BEFORE INSTALLATION. 14. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO COMPLY WITH LOCAL CODE FOR WIND RESISTANCE. 15. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 15" A.F.F TO BOTTOM OF OUTLET UNLESS OTHERWISE NOTED, ALL LIGHT SWITCHES SHALL BE 0 48" AFF. TO TOP OF SWITCH. 16. TIME CLOCK FOR LIGHTING CONTROL TO BE AN ASTRONOMICAL TIME CLOCK. 17. THE CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY AND OBTAIN, IN WRITING, THE AVAILABLE FAULT CURRENT OF THE UTILITY TRANSFORMER. THE CONTRACTOR SHALL ENSURE THAT ALL ELECTRICAL EQUIPMENT HAS AN AMP INTERRUPTING CAPACITY (AIC) GREATER THAN THE AVAILABLE FAULT CURRENT AT ANY POINT IN THE ELECTRICAL DISTRIBUTION SYSTEM. 18. WIRING METHOD: ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE USED UNDERGROUND OR BELOW SLABS ON GRADE. 19. SEAL ALL NEW CONDUIT PENETRATIONS THROUGH FIRE RATEDWALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN EXISTING FIRE RATING CONDITIONS. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL EQUIPMENTS PENETRATING FIRE RATED ENVELOPES, SPACES, ECT. 20. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WIRING FOR HVAC SYSTEM: A/C EQUIPMENT(S), SMOKE DETECTORS, THERMOSTATS, TEST STATIONS, MOTORIZED VOLUME DAMPERS, ETC. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. ELECTRICAL CONTRACTOR TO THOROUGHLY REVIEW MECHANICAL PLANS AND PROVIDE POWER TO ANY MECHANICAL EQUIPMENT OR DEVICE THAT IS NOT SHOWN ON ELECTRICAL PLANS BUT IS SHOWN ON MECHANICAL PLANS. 21. INSTALL "GFCI" GROUND FAULT INTERRUPTER RECEPTACLES WITH WEATHERPROOF COVER WITHIN 25 FT OF HVAC EQUIPMENT, MOUNT RECEPTACLE ON UNISTRUT (UNLESS HVAC EQUIPMENT IS SPECIFIED WITH FACTORY INSTALLED CONVENIENT RECEPTACLE) . 22. WHEN NEW ELECTRIC SERVICE IS BEING INSTALLED, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH FPL/FPL ENGINEERS ON THE SIZE OF THE FPL TRANSFORMER THAT IS REQUIRED TO PROVIDE THE NEW ELECTRIC SERVICE SHOWN ON ELECTRIC PLANS, GC HAS TO INFORM THE OWNER ABOUT ANY EXTRA FPL CHARGES THAT MIGHT OCCUR IN ORDER TO PULL NEW SERVICE. THIS HAS TO BE DONE AS EARLY AS POSSIBLE DURING THE BIDDING PROCESS. 23, ELECTRICAL SERVICE EQUIPMENT MUST BE 3' ABOVE MSL, AND 8' ABOVE N.V.G.D. VERIFY AT SITE. ALL ELECTRICAL EQUIPMENTS SHALL BE INSTALLED ABOVE FLOOD LEVEL. 24. CONTRACTOR MUST VISIT THE SITE PRIOR TO BID OR CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING SITE. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TO THE FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST. CONTRACTOR TO REPLACE ANY EXISTING DEVICE OR COMPONENT THAT IS CALLED AS EXISTING IF IT IS NOT FULLY OPERATIONAL 25. WIRING METHODS IN ALL PATIENT CARE AREAS TO BE IN COMPLIANCE WITH REDUNDANT GROUNDING REQUIREMENTS OF NEC 2008 SECTION 517,13. 26, ALL DIMMING MECHANISMS HAVE TO BE COMPATIBLE WITH FIXTURE DIMMING REQUIREMENTS. CONTRACTOR MUST VERIFY ALL DIMMING MECHANISM AND FIXTURE DIMMING REQUIREMENTS BEFORE ANY ORDERING, INSTALLING, OR WIRING OF ANY DIMMING MECHANISMS AND FIXTURES. 27. ALL OUTDOOR RECEPTACLES TO BE GFCI& WEATHER PROOF. 28. ALL OUTDOOR DISCONNECTS AND ELECTRICAL PANELS TO BE NEMA-3R. ALL OUTDOOR DISCONNECTS AND ELECTRICAL PANELS IN A SALT SPRAY AREA TO BE NEMA-4X. PER FLORIDA BUILDING CODE 2010 ENERGY CONSERVATION: 505.7.3 VOLTAGE DROP. 505.7.3.1 FEEDERS AND CUSTOMER OWNED SERVICE CONDUCTORS. FEEDER AND CUSTOMER OWNED SERVICE CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 2 PERCENT AT DESIGN LOAD. 505.7.3.2 BRANCH CIRCUITS. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3 PERCENT AT DESIGN LOAD. 505.7.4 COMPLETION REQUIREMENTS. 505.7.4.1 DRAWINGS. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: 1. A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 505.7.4.2 MANUALS. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. 2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. NOTE: ENFORCEMENT AGENCIES SHOULD ONLY CHECK TO BE SURE THAT THE CONSTRUCTION DOCUMENTS REQUIRE THIS INFORMATION TO BE TRANSMITTED TO THE OWNER AND SHOULD NOT EXPECT COPIES OF ANY OF THE MATERIALS. 505.3 TANDEM WIRING: LUMINAIRES DESIGNED FOR USE WITH ONE OR THREE LINEAR FLUORESCENT LAMPS GREATER THAN 30 W EACH SHALL BE TANDEM WIRED WHEN TWO OR MORE LUMINAIRES ARE IN THE SAME SPACE AND ON THE SAME CONTROL DEVICE. EXCEPTIONS: 1. RECESSED LUMINAIRES MORE THAN 10 FEET APART MEASURED CENTER TO CENTER. 2. SURFACE -MOUNTED OR PENDANT LUMINAIRES THAT ARE NOT CONTINUOUS. 3. LUMINAIRES USING THREE -LAMP HIGH -FREQUENCY ELECTRONIC OR THREE -LAMP ELECTROMAGNETIC BALLASTS. 4. RECESSED LUMINAIRES MORE THAN 10 FEET APART MEASURED CENTER TO CENTER. 5. SURFACE -MOUNTED OR PENDANT LUMINAIRES THAT ARE NOT CONTINUOUS. 6. LUMINAIRES USING THREE -LAMP HIGH -FREQUENCY ELECTRONIC OR THREE -LAMP ELECTROMAGNETIC BALLASTS. NOTE: PER FLORIDA BUILDING CODE 2010 SEC. 505.2 AREAS ENCLOSED BY CEILING HEIGHT PARTITIONS SHALL HAVE AT LEAST ONE SWITCH TO CONTROL LIGHTING WITHIN THE SPACE AS SHOWN. THESE SWITCHES ARE EQUIPPED WITH OCCUPANT SENSORS THAT WILL TURN THE LIGHTS OFF WITHIN 30 MINUTES OF OCCUPANT LEAVING A SPACE. REGULAR SWITCHES CAN BE USED WHEN A CEILING OCCUPANT SENSOR IS USED SEE PLAN. ALL EMERGENCY AND EXIT LIGHTS TO BE CONNECTED AHEAD OF ANY SWITCH OR TIME CLOCK OCCUPANCY SENSOR SWITCHES OR CEILING MOUNT TURN POWER ON WHEN OCCUPANT IS DETECTED FOR 30 MINUTES AND TURN POWER OFF WITHIN 30 MINUTES AFTER AN OCCUPANT LEAVES THE MOTION DETECTOR VICINITY. POSITION OF THE SWITCH (ON/OFF) DOES NOT EFFECT OCCUPANCY SENSOR CONTROL. BRANCH CIRCUIT VOLTAGE DROP MAXIMUM 3% PER 2010 FBC ENERGY CONSERVATION CODE SECTION 505.7.3.2 CIRCUIT LOAD IN AMPS WIRE SIZE COPPER MAXIMUM LENGTH IN FEET 5 AMPS OR LESS 180 6 AMPS 150 7 AMPS 130 8 AMPS �i q An, 115 9 8MPS L ' 100 10 AMPS J12 AWG 90 11 AMPS j 12 AWG 83 12 AMPS #12 AWG 75 13 AMPS 70 14 AMPS W12 AWG 65 15 AMPS 60 16 AMPS #12 AWG 57 17 AMPS #12 AWG 54 18 AMPS #12 AWG 51 19 AMPS #12 AWG 48 20 AMPS #12 AWG 45 NOTE: THE LIGHTING SPECIFICATIONS WERE SUPPLIED BY OTHERS. CONTRACTOR TO COORDINATE WITH OWNER/OWNER REP OR OWNER'S INTERIOR DESIGNER. VERIFY THAT THE SPECIFICATIONS ON THIS PLAN ARE WHAT THE OWNER ASKED FOR AND PROPERLY WIRE CONTROLS PER MANUFACTURER SPECIFICATIONS. ELECTRICAL CONTRACTOR TO CHECK MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR LIGHTS AND CONTROLS FOR LIGHTS PRIOR TO ORDERING AND ROUGH -IN. NOTE: FOR FLUORESCENT LUMINAIRES, PROVIDE DISCONNECTS AS PER NEC 410.130(G). ------- ---------------- - A I N LIGHTING SHELL PLAN Af--\ SCOPE OF WORK: PROVIDE J-BOXES AS SHOWN ON PLANS FOR FRONT CANOPY LIGHTS SIGNS AND CAMERAS. PROVIDE WIRING BETWEEN J-BOXES FOR SCONCE AND HI HATS LIGHTS AS SHOWN ON PLANS. PROVIDE 1 /2" EMT CONDUIT CONNECTING LIGHTS AND SIGN J-BOXES AS SHOWN ON PLANS. PROVIDE 3/4" CONDUIT FOR DOME CAMERAS JBOXES. ROSS PLANS WILL PROVIDE MAIN RUNS OF POWER AND CAMERA CABLES TO THESE JBOXES. ONLY FUTURE SCONCES AND HI HATS WILL HAVE MC WIRING TO JBOXES 1 , 2 AND 3, ROSS PLANS WILL PROVIDE POWER FROM PANELS TO JBOXES 1 , 2 AND 3 AND CONNECT THE MC CABLE WIRING PROVIDED ON THESE PLANS. ROSS WILL PROVIDE THE LIGHTS ON THEIR PERMIT, NO LIGHTS WILL BE INSTALLED ON THIS PERMIT ONLY JBOXES WILL BE INSTALLED. FUTURE LIGHTING LEGEND EXTERIOR DOCK LIGHTING 'LUMARK' WPS15-MV-PE-PC 150W HPS LAMPS ON PHOTO CELL, SHIELDED EXTERIOR ROSS OPERATIONS LIGHTING - 'LUMARK' WPS15-MV-L-PE 150W HPS LAMPS ON PHOTO CELL, NON -SHIELDED FEATURE ARCHITECTURAL LIGHTING, (OR CENTER STANDARD IF APPROVED BY ROSS STORES). IF NOT OTHERWISE SPECIFIED, NOVA MODEL #071938-13, QUARTER SPHERE SCONCE WITH 10OW MH LAMP AND FACTORY FINISHED SHELL TO MATCH FASCIA COLOR (U.ON.). THIS EXAMPLE IS TO ESTABLISH INTENDED LEVEL OF QUALITY & TYPE OF LIGHT TO BE USED, CONTACT AWL FOR SITE SPECIFIC LIGHT FIXTURE. CONTRACTOR MUST SPECIFY SCONCE FINISH COLOR WHEN PLACING ORDER. NO EXCEPTION. 0 (� UNDER CANOPY DOWN LIGHTING, (OR CENTER STANDARD MAY BE UTILIZED IF APPROVED BY ROSS STORES). IF NOT OTHERWISE SPECIFIED, PORTFOLIO MODEL #M78-100-80LI, 100 WATT, METAL HALIDE DOWNLIGHT, DAMP LABEL FIXTURE. THIS EXAMPLE IS TO ESTABLISH INTENDED LEVEL OF QUALITY & TYPE OF LIGHT TO BE USED, CONTACT AWL FOR SITE SPECIFIC LIGHT FIXTURE. W PAGING/MUSIC SYSTEM SPEAKERS PROVIDED AND INSTALLED BY ROSS AFTER TURNOVER. 17 IN THE EVENT THAT LOCAL CODE REQUIRES LOW VOLTAGE WIRING TO BE INSTALLED IN CONDUIT, THEN 3/4" CONDUIT WITH PULL STRINGS IN PLACE LINKING SPEAKER LOCATIONS TO PAGING/MUSIC DATA BOX IN MANAGER'S OFFICE IS TO BE PROVIDED AND PLACED BY G.C. PRIOR TO CONSTRUCTION TURNOVER. CONFIRM SPEAKER LOCATIONS THROUGH ROSS CONSTRUCTION REPRESENTATIVE. 18 TO 20 LOCATIONS,_ TYP. CEILING MOUNTED UNLESS MARKED "W" FOR WALL MOUNTED ■ PRE -FINISHED POWER POLE PROVIDED AS PART OF FRONT END MODULAR SYSTEM PROVIDED AND INSTALLED BY ROSS FIXTURE VENDOR. GYPSUM BOARD CEILING SUSPENDED ACOUSTICAL CEILING TILE Froj. Mgr. JU Job. Capt. SG Drawn bg JT RON PARR A I A , . . . Revd by STATE OF FLORIDA Re I AR 0016160 F- W L Z Z = VJ U W W O w¢ r W W W 2:x r w 0 00 U p 7~ d' W O U5 O m Q 6 0 L O O U O Fx- r~n Z U O F- F- to W H O W a Q z¢ O= w W_ w� m x 0 F'= U U O m X p Z w~ Q z w Q 0 O 0 z W' WU' Q Q OU , T O w O U) lW 0}0 W U Z Z ZQ I~- Z O U W=2 U 0 g O O O. O¢ D O U Z O a. z Q W Ow z x x a Z F `n v r U z F w a x w w o W Q ? ° m o 0 z W (� Z w Q Q U Z x �¢ a Q z O H Z ,' 0 z p- U wW IL U Z�~ 0 x? OU z �. Z O U O W U U QU W W- 0 U �- F- Z U 2 Z d X x U W O W- W O 0 Q U r¢ W a �-¢ Q 0 0 W P Z z M COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Rsvfs Eons: CADFILE No. �i1 O_ co CM N c o N N � W > d' o Lo ~o E .� 4 c 4c: V =3� E Lo O W i 0 r O U � N L/��J L 4--+ U N L a 01 Qf Sheet Title LIGHTING PLAN Scale: Date: Sheet No. B UCHANAN P.E. CONS UL T/NG INC. SEAL > D, { ___ ELECTRICAL * MECHANICAL* PLUMBING RAJA BUCHANAN ENGINEERING Fr a.e �assis Project No, E3-0 6191 W. ATLANTIC BLVD., SUITE #2 MARGATE, FL 33063 G 2-027 Ph: 954-590-3300 Fax: 954-590-2232 f L Email: mepengineers@aol.com Z3 OF 3 0s RAJA BUCHANAN FL RE # 48916 CERTIFICATE OF AUTHORIZATION # 8842 DATE: !i I I. .., I Fowl }'I' if ppn- 1 1. A 1' w I L I �---- I P If11 ,ADJACENT TENANT - T J MAXX \J �--------- -- --- — -- — — -- -... ._.. ----- ........ w. -- rSE VNC ._:_ , . ... _ __._ .._._..- - MECHANICAL PLAN � ^FF F NnGu SCALE: 1/8" = V-011 SHELL HVAC WORK PROVIDED BY LANDLORD. PROVIDE NEW AIRCONDITIONING UNITS BASED ON ROSS DESIGN GUIDLINES. POWER TO UNITS AND DUCTWORK AND EXHAUST FANS WILL BE INSTALLED BY THE TENANT IMPROVEMENT PLANS. OUTSIDE AIR CALCULA11ONS ARE BASED ON THE PROPOSED ROSS STORE. ALL INSIDE PARTITIONS AND FURNITURE ARE NOT PART OF THIS PERMIT BUT ARE SHOWN FOR INFORMATION TO HELP UNDERSTAND THE AC DESIGN. CONTRACTOR TO FOLLOW ROSS GUIDLINES AND LANDLORD TENANT AGREEMENT FOR ALL MECHANICAL WORK. BUCHANAN P.E. CONSULTING ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD., SUITE #2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: mepengineers@aol.com RAJA BUCHANAN FL P.E # 48916 CERTIFICATE OF AUTHORIZATION # 8842 Fro j. I'153r. JU Job. Capt. SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA Re AR 0016160 r U w lu z z z = F O W Q 1- W w H KLLO m Q O O H O O U O~ Z d' U❑ F F- lq W O 4 w o s J S O V w d Q Q m U IL OF Z F- U Z W❑ 2i 2 W ZO 5 OU m W Z j Z op O w w U) (1) >- C9 H a >- Z p o m w U Z Z p W OZ Z Q f- fA U w~ W s O w O Q w Q p W O p O Q❑ p O of = aU ❑ LLI a vw Ux w FU wx'4 Mw z" Z w Q I.- Lu z 0OVx x w W f- O w z W O O m~ Z 2 d C7 V D Z o� Z F-W Z O Z i_U OwOWw Z_ US z Iz z w O W Q Z oW Of o 2 O o w H z? © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO tA tA lu �n Revisions: CADFILE No. a M a � A A lu rxi IL Orw�� tA lu 00 O w N � L 0 0 co CO CM 0) cu N cn L N c V > N 0- cu � a 0 +j o E c cu C cu 00 c/)i E L. o oQ �m 2� o U) U ) 4-0 U N O Q L U cu Sheet Title MECHANICAL PLAN Sca le- Date- Sheet No. SEAL 01-31-2013 RAJA BUCHANAN FL P. # 48916 1 �,�. t'ro ject No. M 1 -0 12-027 20 1 OF 2 DATE: FILE: 1612-Mi -O.DWG PACKAGED GAS / ELECTRIC HIGH EFFICIENCY AIR CONDITIONING UNITS MARK SERVICE MAKE MODEL S.A. MIN. EXT. FAN HP HEATING COOLING CAPACITY REFRIG. SEER / FLA/MCA ELECTRICAL WEIGHT ACCESSORIES CFM O.A. STATIC RPM EER MOCP FUEL INPUT TOTAL / SENS EAT AMBIENT CFM MBH/STAGES MBH DB / WB DB AC / 1 STOCK LENNOX LGH06OH4E 2000 210 1.0 1110 1 GAS 65 / 1 57.5 j 47.0 77 / 64 105 R-410A 17.0 / 14.8 / 18 480 / 3 / ,60 1100 LBS 1 - 7 12.7 25 AC / 2 OFFICE AREA LENNOX LGH048H4E 1600 175 1.0 1195 3/4 GAS 65 / 1 45.4 / 37.7 77 i 64 105 R-410A 17.0 j 11.6 / 14 480 / 3 / 60 1000 LBS 1 - 7 12.8 15 AC' / 3 SALES LENNOX LGH156H4B- 5200 1270 1.0 945 5 GAS 169 j 1 148.3 / 114.2 80 f 67 105 R-410A -- / 30.4 / 35 480 j 3 / 60 2400 LBS 1 _- 7 12.0 40 AC f 4 FITTING/ LENNOX LGHO36H4E 1200 165 1.0 1110 1/2 GAS 65 / 1 33.2 f 27.4 78 % 65 105 R-41OA 17.0 / 8.8 / 10 480 f 3 / 60 1000 LBS 1 - 7 TOILETS 1 112.5 1 15 AC j 5 SALES LENNOX LGH156H4B 5200 1270 1.0 945 5 GAS 169 / 1 148.3 / 114.2 80 / 67 105 R-410A -- / 30.4 / 35 480 / 3 f 60 2400 LBS 1 - 7 12.0 40 AC % 6 SALES LENNOX LGH156H4B 5200 1270 1.0 945 5 GAS 169 f 1 148.3 j 114.2 80 / 67 105 R-410A -- / 30.4 / 35 480 f 3 / 60 2400 LBS 1 - 7 12.0 40 AC f 7 SALES LENNOX LGH18OH4B 6000 1460 1.0 970 5 GAS 169 / 1 176.0 j 167.8 77 / 65 105 R-410A -- / 36.8 / 42 480 / 3 / 60 2700 LBS 1 - 7 12.0 1 45 NOT ROOFTOP UNITS SHALL BE PURCHASED THROUGHLENNOX NATIONAL ACCOUNT. SUBSTITUTIONS ARE NOT PERMITTED. ACCESSORIES: 1. NON -PRORATED WARRANTY OF 5 YEARS FOR THE COMPRESSORS AND 10 YEARS FOR THE HEAT EXCHANGERS, DUAL 115 VOLT GFCI TYPE SERVICE OUTLET (WIRING TO THE OUTLET SHALL BE FIELD PROVIDED BY THE ELECTRICAL CONTRACTOR ON SITE), COMPRESSOR TIME DELAY RELAY, FREEZE STAT, HIGH AND LOW PRESSURE SWITCHES, CRANKCASE HEATER, CONDENSER COIL GUARD, COIL DEFROST THERMOSTAT, 2" PLEATED FILTERS AND SPARE SET. 2. CONTROLLED FROM FACTORY INSTALLED AND TESTED PRODIGY M2 WITH BACNET CONTROL MODULE. 3. FACTORY INSTALLED PHOTO ELECTRIC SMOKE DETECTOR IN SUPPLY AND RETURN AIR SECTIONS OF UNIT WITH REMOTE MOUNTED STATUS AND TEST STATIONS INTERLOCKED TO STOP 'FAN ON ACTIVATION REFER TO DETAIL ON THIS SHEET PROVIDE WITH 14 INSULATED ROOF, CURB WITH FACTORY INSTALLED BURGLAR BARS. 5. MECHANICAL CONTRACTOR TO PROVIDE 12 HIGH REFLECTIVE UNIT NUMBERS WITH SPECIFIC' A/C UNIT NUMBER TO BE POSTED ON EACH UNIT ON THE CONTROL PANEL DOOR AND SIDE WITH DISCONNECT IN A LOCATION VISIBLE FROM THE ROOF HATCH. 6. FACTORY INSTALLED GEAR DRIVEN ECONOMIZER WITH GLOBAL ENTHALPY CONTROLS AND OUTDOOR AIR HOOD. TWO CLEANABLE ALUMINUM MESH OUTDOOR AIR FILTERS TO BE FURNISHED BY LENNOX WITH ECONOMIZER. PROVIDE WITH POWER EXHAUST FANS (BAROMETRIC RELIEF DAMPER FOR 5 TON UNITS AND BELOW). 7. HACR CIRCUIT BREAKERS TO BE FACTORY INSTALLED AND FACTORY WIRED BY LENNOX ON ALL UNITS ABOVE 12.5 TONS. UNITS 12.5 TONS AND BELOW SHALL BE SUPPLIED WITH PION -FUSED SERVICE DISCONNECT FACTORY INSTALLED AND FACTORY WRED. Revisions: CADFILE No. � M �I M Q lu ,.j N. -.O� w a w IL Z !"� tA luNj +�w 0 ►W � � � a O W N N C: N .E IN U a; C- V nn11 W > 'I a 4-1 o E cu 'C C: r 1 � - LL V; r� o o Q m 'M N 00 c cn o d. -C ° Lo Lo Sheet Title MECHANICAL NOTES & DETAILS Scale: -- Date: Sheet No. BUCHANAN P.E.CONSULTING lNC._- SEAL 01-31- 2013 ELECTRICAL MECHANICAL. * PLUMBING RAJA BUCHANAN ENGINEERING 489 6 ro P Ject No. 6191 W. ATLANTIC BLVD..SUITE #2 M2-0 MARGATE FL 33063 , Ph: 954-590-3300 Fax: 954- 90-22 2 5 3 - 12 027 Email: mepengineers@aol.com p�rryy qq 2 OF 2 - RAJA BUCHANAN FL P.E # 48916 CERTIFICATE OF AUTHORIZATION O # 8842 DATE: _ FILE. 16 _ _ 12 M1 a DWG Fro,j. Mgr. JU Job. rapt. SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA Re AR 0016160 U N } U w O w Q Ix- W W w x f w 3 0 0 m U p �' W O w 0 m Q p 0 O 2wOF Z U < a O J� O_ w ¢ m Z w F Z W Q D w, OOZ W O� 0 MW W Z w Z O d} U 6 ,L O w w w F �_- m W U z Z¢ r z w v wD ~ O g Qw Ox > U OL O I Fm U Q o O a= 0 O �- w g O p U - Z a W U 0 m Y a w a W iL z W <n m V a z F 3 F F- m Z W¢ x ww F W O g m 0 0 2 w CJ Z w-O O m Z x a U w U p OU 0 0 0 g W O W Ja O O LL a Z H O X W Z F W Z Z ::)Wm x 0 O x 0 U¢ w Z O U S z d 2 w 2 U LL O� w w O w Q U E- ¢ (J) ¢ f- ¢ O o o R i-- Z z 2¢ © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: COORDINATION 09-04-13 CADFILE No. H a M �u AA t a �T M x O w N E� L O 0 N co (Q L co cu N c: o N 'c � T c co U N CL W > o Lf) o . E 4- cu c ca cf) E U N: c * 0 cu LL � a� c 4- r 0 -c (n Lo U 0 LO Q V L Sheet Title PLUMBING PLAN Scale: Date: Sheet No. BUCHANAN P.E. CONSULTING INC. SEAL 01-31-2013 ELECTRICAL * MECHANICAL * PLUMBING RAJA BUCHANAN FL RE 4' 48916 N G 1 N E R I N G F'ro jeci No. - O 6191 W_ ATLANTIC BLVD., VD., SUITE #2 MARGATE, FL 33063 p 1 Ph: 954-590-3300 Fax: 954-590-2232 1 2-027 Email: mepengineers@aol.com �J' 0 5 2014 RAJA BUCHANAN FL RE # 48916 1 OF CERTIFICATE OF AUTHORIZATION # 8842 DATE: ,. FILE: 16i 2-P i -O.DWG - --- - I I I I I_ _��--•�_��-_ 1 �. ° �9R' '�mldn+., � . I�.., 6, PI I Ir • y,.•':I GENERAL PLUMBING NOTE PLUMBING FIXTURES SHALL COMPLY WITH (F.B.C. 2010 PLUMBING TABLE 604.4) NO HOT WATER WITH A TEMPERATURE HIGHER THAN 140' TO DISCHARGE INTO SANITARY. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL THE DEVELOPED LENGTH OF HOT WATER PIPING FROM THE SOURCE OF HOT WATER PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, EQUIPMENT, SUPPLY TO THE FARTHEST FIXTURE SHALL BE LESS THAN 100 Fr. ETC. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. RESTROOMS SHALL COMPLY WWITHF.B.C. 2010 BUILDING SECTION 13-412.1 JaBC.2.5.2) ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST EDITIONS OF THE NATIONAL, THE HOT WATER SUPPLY TO ANY FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. ON THE LEFT SIDE OF THE FIXTURE. (F.B.C. 2010 PLUMBING 607.4) THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE ALL INDIRECT WASTE PIPING SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK THEMSELVES WITH ALL EXISTING CONDITIONS. ALL EXCAVATION AND BACKFILL AS INTO A WASTE RECEPTOR OR STANDPIPE. WASTE RECEPTORS AND STANDPIPES SHALL REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL. BE PART OF THIS CONTRACT. BE TRAPPED AND VENTED AND SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. ALL INDIRECT WASTE PIPING THAT EXCEEDS 2 FT IN DEVELOPED LENGTH MEASURED ALL MATERIALS SHALL BE NEW AND FREE OF NOTICEABLE DEFECTS. HORIZONTALLY, OR 4 FT IN TOTAL DEVELOPED LENGTH, SHALL BE TRAPPED. (F.B.C. 2010 PLUMBING 802.2) ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY ALL DEVICES INTENDED TO SERVE SOME SPECIAL FUNCTION AND THAT CONNECT TO THE OPERATIVE AND ACCEPTED BY THE ENGINEER/ARCHITECT AS SUCH. WATER SUPPLY SYSTEM SHALL BE PROVIDED WITH PROTEC11ON AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. (F.B.C. 2010 PLUMBING 608.3) ALL WORK SHALL: BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START MATTER AND, DISINFECTED PRIOR TO UTILIZATION. (F.B.C. 2010 PLUMBING 610.1) OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER/ARCHITECT OF ANY HOT WATER AND DRAIN PIPES UNDER SINKS AND/OR LAVATORIES SHALL BE INSULATED DISCREPANCIES. ALL EXISTING PLUMBING SHOWN ON THE PLANS IS ESTIMATED AND MAY NOT BE IN THE SAME LOCATION AS SHOWN, CONTRACTOR MUST VERIFY EXISTING OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO PLUMBING PRIOR TO COMMENCING WORK. SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. F.B.C. 2010 BUILDING 11-4.19.4 PROVIDE A MINIMUM PITCH OF 1/8" FOR 3" OR LARGER PIPES, 1/4" PITCH FOR LESS & 11-4.24.6) THAN 3" PIPES. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK - CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. WITHIN AN EFFECTIVE RANGE OF THE QUICK - CLOSING VALVE. ACCESS SHALL BE PROVIDED TO WATER HAMMER ARRESTORS. AN OPEN VENT TERMINAL FROM A DRAIGAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, OPENABLE WINDOW, OR OTHER AIR INTAKE OPENING OF THE SHUTOFF VALVE SHALL BE INSTALLED ON THE WATER SUPPLY PIPE TO EACH APPLIANCE BUILDING OR OF AN ADJACENT BUILDING, AND ANY SUCH VENT TERMINAL SHALL NOT OR MECHANICAL EQUIPMENT AS PER (F.B.C. 2010 PLUMBING 606.2.3) BE WITHIN 10 FEET HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS AT LEAST 2 FEET ABOVE THE TOP OF SUCH OPENING. (F.B.C. 2010 PLUMBING 904.5) PROVIDE 1/2"COLD WATER TRAP PRIMER FOR ALL DRAINS FROM THE NEAREST PLUMBING FIXTURE, WHERE APPLICABLE. LANDLORD WORK SUBJECT TO CONFIRMATION: THIS SCOPE OF WORK IS FURNISHED ONLY AS A GUIDE TO THE CONTENTS OF THIS DRAWING AND COMMUNICATION. IT MAY BE INCOMPLETE AND NOT IN FULL CONFORMANCE WITH THE BINDING RESPONSIBILITIES AND SCOPE CALLED OUT OR CONTEMPLATED TO BE IN THE LEASE. PRIOR TO INMATING ROSS CONSTRUCTION CONTRACT DRAWINGS FOR THIS PROJECT YOU MUST VERIFY THE FINAL SCOPES OF WORK THROUGH BEN WHEELER, THE ASSIGNED ROSS CONSTRUCTION REPRESENTATIVE. IN THIS TENANT PLAN THE LANDLORD IS SHOWN TO BE RESPONSIBLE FOR: PROVIDING AN ENTIRELY PROTOTYPE ROSS SHELL AND ELEVATION AS PER THIS ISSUED AE1-0. LANDLORD MUST ALSO ADDRESS ALL GRADING ISSUES AT ALL ELEVATIONS OF THE STORE. IN PARTICULAR THE FRONT ELEVATION CURB LINE IS TO BE MODIFIED AS SHOWN AND EXTERIOR GRADING MUST COINCIDE AND FACILITATE THE ROSS FRONT ELEVATION. LANDLORD IS ALSO SHOWN TO BE RESPONSIBLE FOR; PHYSICALLY DEMISING THE PREMISE WITH A WALL THAT MEETS ROSS PROTOTYPE REQUIREMENTS; PROVIDING A DEDICATED COMPACTOR AND TRUCK DOCK AREA EXCLUSIVE TO ROSS; PROVIDING A DEDICATED 2" WATER LINE, A 1 %' GAS LINE, AND A SANITARY SEWER LINE; AND PROVIDING A PROTOTYPICAL DEDICATED 600 AMP, 277/480 VOLT, 3 PHASE SERVICE.. NEW 4" STUBBED FOR F NOTE: ALL UTILITIES THAT RUN THROUGH THE STORE, INCLUDING SANITARY SEWER AND WATER LINES, SHALL EXCLUSIVELY SERVE THE STORE. LANDLORD SHALL REMOVE ANY UTILITY LINES THAT RUN THROUGH THE STORE WHICH SERVE OTHER TENANTS. INSTALL ALL UTILITIES IN STORE AS SET FORTH IN TENANT'S PROTOTYPE PLANS AND DESIGN GUIDELINES INCLUDING SANITARY SEWER (4" LINE), WATER (2" LINE) AND SEPARATE METERS. MIN. SLOPE (INCH PER FOOT) 2 1/2 OR LESS 1/4 3 TO 6 1/8 8 OR LARGER 1/16 N❑TEI HANGER SPACING SHALL CONFORM TO TABLE 308.5 <F.B.C. 2010 PLUMBING) HANGER LOCKING NUT SUPPORT NUT ROD —'' SUPPORT NUT HEAVY DUTY CLEVIS —HEAVY DUTY CLEVIS HANGER HANGER PIPE VAPOR BARRIER INSULATION .... 16 GAUGE ZINC COATED SHEET STEEL SADDLE AT CLEVIS HANGER LEAST 8" LONG SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATI❑N CLEVIS HANGER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATI❑N WELDS WEB MEMBERS ONE ANGLE ON EACH HANGER NUT SIDE OF WEB MEMBERS REST ON TOP OF 2" BOTTOM CHORDS STEEL BENT STRAP 1-1/2" JOISTS BETWEEN PANEL 3/16" OVER VERT. POINTS, SIZE FOR LOAD` LESS OF ANGLES BOTTOM CHORDS OF STEEL JOIST STEEL J❑IST HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP 00 °°g s o BEAM o '$ 01 ° °aa JA _ r - - EAM CLAMP INSERT NUT HANGER ROD CONCRETE INSERT - STEEL BEAM = CHANGER ROD. SIZE AS REG. PIPE SUPPORT DETAIL (FOR SANITARY & WATER PIPING) NTS NEW 2" CW LINE STUBBED & CAPPED ABOVE CEILING <<, 2" CONNECT TO THE EXISTING FOR FUTURE USE '*;,.CW SANITARY LINE, CONTRACTOR f �uNE TO VERIFY EXACT SIZE / 1 AND LOCATION 0 SITE. SHUT-OFF VALVE 2" CW I i TO EXISTING 8" CW SERVICE LINE, i SEE CIVIL PLANS < FOR EXACT LOCATION NEW 1-1/2 2" \ WATER CYy �NF - `. METER NEW 1-1/2" NOTE: BACKFLOW VERIFY EXACT LOCATION FOR PREVENTER BACKFLOW PREVENTER AND WATER METER 0 SITE. (SEE CIVIL PLANS) PLUMBING RISERS TEST COCK (TYPICAL) SHUT-OFF VALVE STRAINER — TRAINER (TYPICAL) CW SUPPLY TO BUILDING SUPPORT AS REDUCED PRESSURE REQUIRED BACKFLOW PREVENTER DOUBLE CHECK VALVE -WAITS' SERIES #909 GRADE — _ — I I I�I I I TIT I� CW SUPPLY LINE NOTES: 1. VERIFY LOCATIONS OF EXISTING WATER AND SANITARY SUPPLY CONNECTION POINTS WITH CITY OR LOCATE ON EXISTING SITE. 2. VERIFY EXISTING SIZES AND INVERTS OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW WATER AND SANITARY LINES. 3. ALL INTERIOR POTABLE WATER SERVICE PIPING TO BE COPPER TYPE K OR L. ANY SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. 4. ALL HOSE BIBBS TO HAVE SHUT OFF VALVES AND VACUUM BREAKERS. 5. MAIN WATER SERVICE TO BE SIZED PER PLANS. BACK FLOW PREVENTER NTS PROVIDE EXTRA HEAVY PATTERN FULL OPENING IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE PROVIDE POUREDCONC. MINIMUM 1" BLOCK WHEN C.O. IS NOT IN PAVED AREA '0140' oft 010 0 0 0 0 0 0 0 - - 'o C O o .a O ,o . O ,o O •o o O, a` O . o• O o, °,Oe oQof'pooui, OaotOaa4aOao,' Oy°,cpseo0asooQ,;u oo, ,opapoapo,ap,o, 31 4,<°o 12"A 2"x8" LONG SWEEP. USE SHORT w n' f POURED CONC. SWEEP WHERE REQUIRES —SAME SIZE AS BLOCK WHEN SEWER - MAX. f �— STAINLESS STEEL COVER CLEANOUT IS COMBINA11ON "Y" & SIZE 4" SCREWED TO THREADED NOT IN 1/8" BEND C.O. PLUG PAVED AREA - --"- FACE OF WALL EXTERIOR INTERIOR ELEVATION ELEVATION WALL — TYPE TYPICAL_ CLEANOUT DETAILS GAS VALVES TO BE READILY ACCESSIBLE GAS CONTRACTOR TO VERIFY ALL THE EQUIPMENT SPECIFICATIONS PRIOR TO INSTALLATION AND TO NOTIFY ENGINEER WITH ANY DISCREPANCIES NEW 2" GAS LINE (� STUBBED & CAPPED ABOVE CEILING FOR FUTURE USE I 2" GAS I NEW GAS METER LINE I SET 0 2 PSI, TO BE INSTALLED BY GAS COMPANY V SHUT-OFF VALVE GAS NOTES & CALCULATIONS EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW LABEL MARKED "GAS" IN BLACK LETTERS. THE MARKING SHALL BE SPACED AT INTERVALS NOT EXCEEDING 5 FEET. *NOT REQUIRED ON STEEL PIPE OR PIPE LOCATED IN SAME ROOM AS EQUIPMENT SERVED. GAS PIPING TO BE INSTALLED BY LICENSED CONTRACTOR TOTAL DEVELOPED GAS PIPE LENGTH FROM REGULATOR TO FURTHEST APPLIANCE = 300' TOTAL BTUH LOAD = 1070,000 BTUH. REQUIRES A 2" GAS LINE PER TABLE 402.4(3) - NATURAL (F.B.C. 2010 FUEL GAS) SCHEDULE 40 METALLIC PIPE INLET PRESSURE: 2.0 P.S.I. PRESSURE DROP: 1.0 P.S.I. SPECIFIC GRAVITY: 0.60 NTS Proj. Mgr, JU Job. Capt. SG Drawn bS JT RON BARR, A.I.A. Revd by STATE OF FLORIDA I<a AR 0016160 Ow E O `w ¢ e w u, w D O m O m ¢ p O- 0 0 of M > o zo goo z 2. w¢a¢3W 0w> z O w 0Ow 1= a >z H Ow0 Wwmm m - HU z z¢¢ fw- Z 0 U O o=Z° C� OOm Iz x ai w¢ om w 2 6 O 6 2 8 a � w U <. Z a. !xn a w [L = U a w Y w a z ¢ u~i oLL z x n1. z~ d' U Fx- U w N Z~ W¢ 2 w o w=o w° °}°°° OO�n z3= 0 Q d V D z Zp F Z j z ? J a U w o Z a_ Dowu 0 o= 0 W a= z of Z o �¢ w a � a o 0 0� rw- z?� a © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO �..�: 71, 0 � 'F X� .y,.,. '✓ , 'y 4 '40 Ella Revisions: COORDINATION 09-04-13 CADFILE No. 4-1 O r. ��2 � � � 0 Lr) - - _ cu Sheet Title PLUMBING RISER NOTES & DETAILS Sca le: RE CONSULTING INC, SEAL Date: 01-31 _2013 Sheet No. ELECTRICAL * MECHANICAL * PLUMBING RAJA BUCHANAN FL RE # 8916 ,_ E NGIN EERIN G Project No. 6191 W. ATLANTIC BLVD., SUITE #2 P2-0 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 q ! 2-027 Email: mepengineers@aol.com ' U N 0 5 20114 RAJA BUCHANAN FL P.E # 48916 , CERTIFICATE OF AUTHORIZATION # 8842 DATE:-_w_--� 2 OF 2 FILE: 1612-P2-O.DWG f.+ A2 > GENERAL NOTES THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY ENGINEER/ARCHITECT IN WRITING IMMEDIATELY FOR ANY DISCREPANCIES OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE THE DRAWINGS. THE GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND TO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND THE PEOPLE AT WORK OR OTHERS DURING THE CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO SUPERVISE AND COORDINATE ALL THE WORK OF ALL TRADES THE GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF CHASES, OPENINGS, INSERTS, SLEEVES, PADS, DEPRESSIONS, FINISHES AND WALL OPENINGS. DO NOT LOAD THE SLAB -ON -GRADE OR SUPPORTED SLAB WITH ERECTION CRANES OR ANY ERECTION EQUIPMENT. THE SLABS HAVE NOT DESIGNED FOR CRANE LOADS AND WILL REQUIRE AN INCREASE IN THICKNESS AND/OR REINFORCEMENT. OBTAIN ARCH./ENG. APPROVAL ON PROPOSED CRANE SUPPORT PLAN BEFORE COMMENCING WORK. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED FLOORS/ROOFS IN EXCESS OF 75% OF LIVE LOAD. GENERAL CONTRACTOR WILL ENSURE THAT ALL SUB -CONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS. AVOID IMPACT WHEN PLACING MATERIALS ON POURED OR ERECTED FLOORS OR ROOF, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE REDUCED IN STRENGTH SUBMIT MINIMUM FOUR (4) COPIES OF SHOP DRAWINGS AS REQUIRED. ALLOW ONE WEEK FROM DATE OF RECEIPT FOR REVIEW. ENGINEER ACCEPTS NO RESPONSIBILITY FOR GRADE BEAMS, SLABS, FOOTINGS, AND OTHER STRUCTURAL ELEMENTS UNTIL REVIEW OF APPROVED TRUSS, CONCRETE PLANK, AND OTHER SHOP DRAWINGS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. DIMENSIONS & COORDINATION DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDINATE THE REQUIREMENTS OF ALL PROFESSIONALS, USE INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. REPORT ANY DISCREPANCIES TO THE ARCHITECT' PRIOR TO PROCEEDING. IF A CONFLICT EXISTS, THE MORE STRINGENT GOVERNS, THE CONTRACTOR MUST USE STRUCTURAL DRAWINGS IN CONJUCTION WITH ARCHITECTURAL, CIVIL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS TO COORDINATE LOCATION OF DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTINGS, SLEEVES DIMENSIONS, ETC. (DRAWINGS NOT BE SCALED) DISCREPANCIES BETWEEN INFORMATION PRESENTED WITHIN PROJECT SPECIFICATIONS AND WITHIN STRUCTURAL NOTES ON PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR PRIOR TO PRESENTING HIS OR HER BID. IF SUCH A DISCREPANCY IS DISCOVERED SUBSEQUENT TO BIDDING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE OPTION SUBSEQUENTLY SELECTED BY THE ENGINEER AT NO ADDITIONAL COST. CONTRACTORS SHALL BE RESPONSIBLE FOR FINAL VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, CLEARANCES, ETC, OF THE FRAMING SHOWN ON THE STRUCTURAL DRAWINGS AGAINST INFORMATION PROVIDED BY MANUFACTURERS OF SELECTED MECHANICAL EQUIPMENT PRIOR TO PRECEDING WITH ANY RELATED PORTION OF WORK. ITEMS REQUIRING SUCH REVIEW SHALL INCLUDE ELEVATORS (ELEVATOR PITS, BEAMS ABOVE ELEVATOR DOORS, ETC.) ESCALATORS, DUCTS, COOLING TOWERS, ETC. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY REMEDIAL WORK AND FOR ITS IMPACT ON THE WORK SCHEDULE RESULTING FROM FAILURE TO PROVIDE EARLY NOTIFICATION OF SUCH CONFLICTS TO THE DESIGN TEAM. POTENTIAL CONFLICTS, ERRORS OR OMISSIONS PRESENT WITHIN THE DRAWINGS (WHETHER WITHIN STRUCTURAL DRAWINGS OR BETWEEN STRUCTURAL, ARCHITECTURAL AND M.E,P. DRAWINGS) SHALL BE IDENTIFIED BY THE U PROJECT CONTRACTORRING D HIS/HER EARLY REVIEW OF THE PROJ C DOCUMENTS. SUCH CONFLICTS ERRORS OR OMISSIONS SHALL BE COMMUNICATED TO THE ARCHITECT IN WRITING PRIOR TO COMMENCEMENT OF WORK, IN THE EVENT OF FAILURE TO PROVIDE SUCH A NOTICE AND SUFFICIENT TIME FOR A RESPONSE, THE CONTRACTOR SHALL BECAME RESPONSIBLE FOR COST OF ALL WORK OR REMEDIAL WORK RESULTING FROM SUCH CONFLICTS, ERRORS OR OMISSION, AS WELL AS FOR ITS IMPACT ON THE PROJECT SCHEDULE. (CONTRACTOR AGREES THAT HE WILL HOLD OWNER, R AGENTS. ARCHITECT, ENGINEER AND/OR ANY OF THEIR EMPLOYEES O GEN . HARMLESS FROM ANY AND S ALL DAMAGE AND CLAIMS WHICH MAY ARISE BY A REASON OF ANY NEGLIGENCE ON THE PART OF THE CONTRACTOR, OR ANY OF HIS SUBCONTRACTORS, OR ANY MATERIAL AND EQUIPMENT SUPPLIES, AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN THE PERFORMANCE OF THIS CONTRACT. IN CASE ANY ACTION IS BROUGHT AGAINST THE OWNER, OR ARCHITECT OR ENGINEER OR ANY OF THEIR EMPLOYEES OR AGENTS, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE THEREOF, TO THE FULL SATISFACTION OF LATTER PARTY. WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A MORE RESTRICTIVE TOLERANCE THAN IN -PLACE MATERIAL, CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION. REPORT ANY DISCREPANCIES EXCEEDING 3% BETWEEN FIELD MEASUREMENT DIMENSIONS AND SCALED DRAWING DIMENSIONS TO ARCHITECT BEFORE PROCEEDING WITH WORK, DO NOT SCALE DRAWINGS: USE DIMENSIONS. - WHERE A LINE OF STRUCTURE, OPENING LOCATION, OR DIMENSION IS CRITICAL AND BASED ON REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR, THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION. THIS PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS, ARCHITECTURAL PRECAST SYSTEMS, AND ALL MECHANICAL AND ELECTRICAL OPENINGS. THE ENGINEER WILL CLOUD OR OTHERWISE INDICATE REVISIONS TO THESE DOCUMENTS ONLY AFTER THEY HAVE BEEN ISSUED FOR CONSTRUCTION OR FINAL PRICING. CHANGES PRIOR TO THAT DATE WILL NOT BE CLOUDED. CHANGES AND/OR REVISIONS AFTER THE CONSTRUCTION OR FINAL PRICING ISSUE WILL BE CLOUDED IN AN ATTEMPT TO BRING TO, THE CONTRACTOR'S ATTENTION ANY MAJOR ITEMS. HOWEVER, IT SHALL BE SOLELY THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE PRICING AND CONSTRUCTION OF ALL REQUIREMENTS OF THESE DOCUMENTS. INCLUDING REVISIONS (FLAGGED OR UN -FLAGGED) WITH ALL OF HIS SUPPLIERS AND SUBCONTRACTORS. REVISIONS ARE IDENTIFIED BY A REVISION NUMBER WITHIN A TRIANGLE, ALL REVISIONS ISSUED ON A SINGLE DATE WILL BE IDENTIFIED BY THE SAME NUMBER. CONSTRUCTION TO COMPLY WITH REQUIREMENTS OF THE GOVERNING BUILDING CODE, AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL CODES, STANDARDS, REGULATIONS AND LAWS. DETAILS LABELED AS "TYPICAL DETAILS" ON DRAWINGS AND DETAIL SHEETS. APPLY TO ALL SITUATIONS THAT ARE SIMILAR OR SAME AS THOSE SPECIFICALLY DETAILED, SUCH DETAILS APPLY WHETHER OR NOT THEY ARE KEYED AT EACH LOCATION ON PLAN DRAWINGS, QUESTIONS REGARDING APPLICABILITY OF DETAILS SHALL BE RESOLVED BY THE ARCHITECT OR ENGINEER. CONSTRUCTION DOCUMENTS MUST GET APPROVAL FROM PERMITTING AGENCIES, THUS IT IS UNDERSTOOD THIS SET OF STRUCTURAL DRAWINGS IS NOT ON FINAL FORM UNTIL IT BEARS THE BUILDING DEPARTMENT PLANS REVIEW PROCESS STAMP AND SIGNATURE OF APPROVAL. SHOP DRAWINGS & STRUCTURAL SUBMITTALS SUBMIT TO THE ENGINEER FOUR ORIGINALS ONLY AFTER THEY HAVE BEEN REVIEWED BY THE CONTRACTOR. IF ADDITIONAL COPIES OF ANY MATERIAL ARE REQUIRED, PLEASE PROVIDE SUCH, HOWEVER ONLY THREE COPIES WILL BE MARKED BY THE ENGINEER. UNDER NO CIRCUMSTANCES WILL THE USE OF STRUCTURAL DRAWINGS PREPARED BY THIS OFFICE BE PERMITTED FOR SHOP DRAWING OR BACKGROUND USE, THIS INCLUDES BOTH PHOTOGRAPHIC AND ELECTRONIC REPRODUCTION. SHOP DRAWINGS SHALL BE PREPARED ENTIRELY BY THE VENDOR OR SUBCONTRACTOR GENERATING SUCH SUBMITTAL. THE USE OF ANY DRAWING PREPARED BY THIS OFFICE AS BACKGROUND INDICATES ACCEPTANCE OF TERMS AND CONDITIONS BY OUR OFFICE FOR THEIR USE AND STIPULATED COMPENSATION MUST BE DELIVERED TO OUR OFFICE PRIOR TO SUBMITTAL OF SHOP DRAWINGS, OTHERWISE, SHOP DRAWINGS WILL BE RETURNED NON REVIEWED, REVIEW OF SHOP DRAWINGS IS NOT CONDUCTED FOR DETERMINING THE ACCURACY AND COMPLETENESS OF DETAILS OR FOR SUBSTANTIATING FABRICATION INSTALLATION INSTRUCTION OR PERFORMANCE OF EQUIPMENT OF SYSTEM, ALL OF WHICH SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR, REVIEW OF SHOP DRAWINGS DOES NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS, CONSTRUCTION MEANS, METHODS, SEQUENCES OR PROCEDURES, NOR DOES IT INDICATES APPROVAL OF ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. COORDINATION OF ALL TRADES SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR, CONTRACTOR MUST REVIEW ALL QUANTITIES AND DIMENSIONS, ALLOW ADEQUATE TIME FOR TRANSIT, AND PROCESSING BEFORE FABRICATION OUR OFFICE WILL REVIEW AN AVERAGE SUBMITTAL WITHIN 15 CALENDAR DAYS OF RECEIPT DRAWINGS RECEIVED AFTER 3:00 PM WILL BE STAMPED AS RECEIVED THE FOLLOWING DAY. REVIEW OF SHOP DRAWINGS IS LIMITED TO TWO REVIEWS PER SUBMITTAL WITHIN THE SCOPE OF BASIC SERVICES, THAT IS ONE INITIAL REVIEW AND ONE ADDITIONAL REVIEW ONCE MARKED ITEMS HAVE BEEN CORRECTED. REVIEW OF ADDITIONAL SUBMITTALS WILL BE CONSIDERED ADDITIONAL SERVICES, FOR WHICH THE CONTRACTOR MAY BE HELD RESPONSIBLE, THOSE ADDITIONAL SERVICES FEES WILL BE IN ACCORDANCE WITH THE TERMS OF THE AGREEMENT FOR THIS PROJECT. OUR OFFICE WILL MARK ONLY THREE SETS OF DRAWINGS REGARDLESS OF HOW MANY COPIES HAD BEEN SUBMITTED, ONLY AFTER DRAWINGS BEAR EVIDENCE OF BEEN REVIEWED AND APPROVED BY THE CONTRACTOR. SHOP DRAWINGS SUBMITTED TO OUR OFFICE WITHOUT CONTRACTORS APPROVAL WILL BE RETURNED UN REVIEWED. SPECIALTY OR DELEGATED ENGINEERING SHOP DRAWINGS: BY DEFINITION A DELEGATED ENGINEER IS A FLORIDA REGISTERED PROFESSIONAL ENGINEER, NOT THE ENGINEER OF RECORD, WHO SPECIALIZED IN AND WHO UNDERTAKES THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL SYSTEMS INCLUDED IN A SPECIFIC SUBMITTAL PREPARED FOR THIS PROJECT. THE DELEGATED OR SPECIALTY ENGINEER SHALL BE AN EMPLOYEE OR OFFICER OF A FABRICATOR, AN EMPLOYEE OR OFFICER OF AN ENTITY SUPPLYING COMPONENTS TO A FABRICATOR, OR AN INDEPENDENT CONSULTANT RETAINED BY THE FABRICATOR OR HIS SUPPLIER, SUBMITTAL AND RE -SUBMITTAL FOR CUSTOM DESIGNED, MANUFACTURED OR FABRICATED LOAD -CARRYING MEMBERS, COMPONENTS OR ITEMS. SUBJECT TO FORCES OR STRESSES AND THEIR CONNECTION OR ANCHORAGE REQUIRE A DELEGATED OR SPECIALTY ENGINEER. THE FOLLOWING SYSTEMS AND COMPONENTS REQUIRE FABRICATION, AND ERECTION DRAWINGS ALONG WITH SIGNED AND SEALED CALCULATIONS BY A DELEGATED ENGINEER: -ALUMINIUM OR LIGHT GAGE STEEL EXTERIOR WALL SYSTEMS, -GLAZING AND STORE FRONT SYSTEMS, INCLUDING MULLIONS AND CONNECTIONS -POST-TENSIONED CONCRETE MEMBERS -PREFABRICATED WOOD TRUSSES -PRECAST CONCRETE COMPONENTS: WALLS, COLUMNS, JOISTS -CONCRETE TILT -UP WALLS AND COMPONENTS -SHORING AND RE -SHORING DRAWINGS ALL SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, AS WELL AS THE DESIGN CRITERIA WHICH SHOULD NOT BE IN CONFLICT WITH THOSE SPECIFIED ON THE CONTRACT DOCUMENTS, THE APPLICABLE BUILDING CODE NOR THE SPECIFICATIONS. IN CASE OF CONFLICT REQUEST FOR CLARIFICATION MUST BE SUBMITTED IN WRITING TO A/E, OR THE MOST STRINGENT CRITERIA MUST BE USED. SUBMITTAL MUST SHOW ALL DETAILS, PLANS AND NECESSARY INFORMATION FOR THE PROPER FABRICATION AND INSTALLATION OF SYSTEM OR COMPONENTS. CALCULATIONS AND DRAWINGS MUST CLEARLY IDENTIFY SPECIFIC PRODUCTS UTILIZED SINCE GENERIC PRODUCTS WILL NOT BE ACCEPTED. ALL SHOP DRAWINGS AND CALCULATIONS MUST BEAR THE IMPRESSED SEAL, DATE AND SIGNATURE OF THE DELEGATED OR SPECIALTY ENGINEER. IN CASE THAT COMPUTER PRINT-OUTS ARE SUBMITTED THOSE MUST BE ACCOMPANIED WITH DESCRIPTIVE INFORMATION AS OF THE INPUT AND OUTPUT FOR THEIR PROPER EVALUATION. SUCH DESCRIPTION OF COMPUTER PRINT-OUTS MUST BE SIGNED AND SEALED AS WELL WITH A NOTE INDICATING FULL ACCEPTANCE AND LIABILITY OVER THE RESULTS OF SAID COMPUTER PROGRAM, REVIEW BY OUR OFFICE OR OF SUBMITTAL S IS LIMITED TO VERIFYING THAT THE SPECIFIC STRUCTURAL SUBMITTAL HAVE BEEN FURNISHED; THAT THE STRUCTURAL SUBMITTAL HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER; THAT THE SPECIFIED CRITERIAS, AND DESIGN INTENT HAVE BEEN FOLLOWED AND UNDERSTOOD BY THE DELEGATED ENGINEER; AND THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTAL IS CONSISTENT WITH THE CONTRACT DOCUMENTS. NO DETAIL CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE SINCE THIS TO BE PERFORMED BY THE GENERAL CONTRACTOR. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL BE RETURNED NON REVIEWED. CONCRETE A CERTIFIED TESTING AGENCY SHALL PERFORM INDUSTRY -STANDARD TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. A615 GRADE 60 (Fy = 60 KSI) AND CONCRETE STRENGTH SHALL BE 3000 PSI AT 28 DAYS. WELDED FIRE FABRIC SHALL BE W/6x6 W2.0xV12.0 WWF CONFORMING WITH A.S.T.M. A185. TIE WIRES SHALL CONFORM WITH A.S.T.M. A82 REINFORCING INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RECENT ACI CODE. REBARS IN BEAMS, COLUMNS AND SLABS SHALL BE FULLY SECURED PRIOR TO FINAL POUR. REINFORCING STEEL SHALL BE CLEAN AND FREE FROM FOREIGN DEBRIS, NONMETALLIC COATINGS. THE REINFORCEMENT STEEL SHALL ALSO BE FREE FROM RESIDUES SUCH AS OIL, MUD, DIRT, SCALE ANY PITTING AND NICKS THAT IS MORE THAN 2% OF THE TOTAL CROSS SECTIONAL AREA OF ANY REBAR, REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: ANY CONCRETE POUR AGAINST EARTH 3" ANY FOOTINGS TOP, BOTTOM AND SIDES 3" BEAMS PRIMARY REINFORCEMENT AND STIRRUPS 1.5" COLUMNS PRIMARY REINF., TIES AND SPIRALS 1.5" SLAB ON GRADE BOTTOM COVER 2" SLABS 1,5" VERTICAL BARS IN CONCRETE COLUMNS MUST BE CONTINUOUS. REBARS SHALL BE LAPPED EQUIVALENT TO 48 DIA. OF LARGER SIZE LAPPING BARS OR MIN. 30" OR OTHERWISE AS NOTED. LAPPING BARS MUST BE SECURED WITH MINIMUM WITH 3 TWIST TIES. VERTICAL COLUMN REINFORCEMENT MUST LAP WITH HORIZONTAL REBARS IN BEAMS A LENGHT EQUIVALENT 15 BAR DIA. OF LARGER SIZE LAPPING BARS OR MIN. 12" OR OTHERWISE AS NOTED, LAPPING BARS MUST BE SECURED WITH MIN. (2) TWIST TIES. VERTICAL COLUMN REINFORCEMENT MUST LAP WITH HORIZONTAL REBARS IN FOOTER AND SLAB A LENGTH EQUIVALENT 15 BAR DIA. OF LARGER SIZE LAPPING BARS OR MIN, 12" OR OTHERWISE AS NOTED. LAPPING BARS MUST BE SECURED WITH MIN. (2) TWIST TIES. CORNERS BARS IN CONCRETE BEAMS MUST LAP WITH MAIN BARS IN BEAMS A LENGTH EQUIVALENT TO 42 BAR DIA. OF LARGER SIZE LAPPING BARS OR MIN. 36" OR OTHERWISE AS NOTED, LAPPING BARS MUST BE SECURED WITH MIN. (4) TWIST TIES. CORNERS BARS IN CONCRETE FOOTERS MUST LAP WITH ALL MAIN FOOTER REBARS A LENGTH EQUIVALENT TO 42 BAR DIA, OF LARGER SIZE LAPPING BARS OR MIN. 36" OR OTHERWISE AS NOTED. LAPPING BARS MUST BE SECURED WITH MIN. (4) TWIST TIES. CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. CONTRACTOR TO MAINTAIN FLOORS 100% SHORED. CONTRACTOR SHALL ERECT FORM WORK IN STRICT COMPLIANCE WITH ACI 347. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. FORM WORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 P.S.F, OF ADDITIONAL CONSTRUCTION LOAD. FOUNDATION NOTES CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE THE DRAWINGS. GO BY DIMENSIONS ONLY. A CERTIFIED TESTING AGENCY SHALL PERFORM INDUSTRY -STANDARD SOIL DENSITY TESTS TO ENSURE CONFORMANCE WITH GEOTECHNICAL SOIL REPORT. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. THERE SHALL BE A 12 HOUR TIME DELAY FOR IMPOSING A LOAD ON A SLAB AFTER CONCRETE PLACEMENT FOUNDATION DESIGN IS BASED ON 2500 PSF NET ALLOWABLE SOIL BEARING CAPACITY. ALL REINFORCING STEEL SHALL BE GRADE 60, AND CONCRETE STRENGTH SHALL BE 3000 PSI AT 28 DAYS. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 36 BAR DIAMETERS AND REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48 BAR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION, COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS OTHERWISE NOTED, FOR ELEVATION A A COLUMN FOOTINGS AND PADS SEE FOUNDATION PLAN O TOP ELEVA ON OF ALL ISOLATED THE SOIL UNDER ALL FOOTINGS AND GROUND SLABS SHALL BE TREATED WITH AN APPROVED PRE -CONSTRUCTION TERMITICIDE TREATMENT WITH A CERTIFICATE OF COMPLIANCE ISSUED TO THE BUILDING DEPARTMENT PER FBC 1816 AND 2326.5. REINFORCED UNIT MASONRY NOTES THE REINFORCED UNIT MASONRY DESIGN FOR THIS STRUCTURE IS BASED ON RATIONAL ANALYSIS PER F.B.C. SECTION 2118, F.B.C. 2122.1 STATES THAT THE PROVISIONS OF ACI 530-08/ASCE 5-10, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ARE HEREBY ADOPTED AS A MINIMUM: HOWEVER, THE REQUIREMENT OF THE STANDARD SHALL NOT SUPERCEDE THE SPECIFIC REQUIREMENTS OF THIS CHAPTER. REINFORCED UNIT MASONRY SHALL BE STELL REINFORCED SOLID UNIT MASONRY OR STEEL REINFORCED GROUTED HOLLOW UNIT MASONRY. THE DESIGN OF BUILDINGS AND STRUCTURES OF REINFORCED UNIT MASONRY SHALL BE BY PROFESSIONAL ENGINEER OR REGISTRED ARCHITECH. MASONRY UNIT SHALL CONFORM TO A.S.T.M. C90-90 AND SHALL HAVE A MINIMUM PRISM STRENGTH OF 1500 PSI IN 28 DAYS IN ACCORDANCE WITH A.S.T.M. E-447-84. UNITS SHALL BE A MINIMUM OF 48% SOLID. USE TYPE "S" MORTER IN ACCORDANCE WITH A:S.T.M, C-270.92, MASONRY UNITS SHALL HAVE 3/81" FULL BEDDING, MORTER PROTRUDING INTO CELL CAVITIES, THAT ARE REINFORCED AND GROUTED, SHALL BE REMOVED. ALLOW MIN. OF 24 HRS FOR MORTER TO CURE BEFORE PLACING GROUT. GROUT TO BE USED IN FILLED CELLS SHALL BE OF PEA ROCK PUMP MIX WITH A MIN. COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS IN ACCORDANCE WITH F.B.C. 2122.6.5 THE SLUMP SHALL BE 9" (A AND PLACE IN ACCORDANCE WITH F.B.C. 2122,6.5.3. GROUTED CELLS WITH REINFORCING SHALL HAVE A MINIMUM IF (1) # 6 VERTICAL AT EACH CORNER, EACH SIDE OF WALL OPENINGS, AND MAXIMUM OF C-0" THEREAFTER: TIE BEAM AND FILLED CELLS SHALL BE PLACED IN SEPARATE LIFTS AND CONSOLIDATED AS REQUIRED TO COMPLETELY FILL EACH CELL. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL FILLED CELLS FOR INSPECTION. REINFORCING BARS SHALL BE NEW BILLET STEEL PER A.S.T.M. A615-94, GRADE 60, LAP REINFORCING AS NOTED ON PLANS, CONCRETE MASONRY BLOCKS SHALL BE INSTALLED WITH MASONRY JOINT REINFORCEMENT AT OTHER COURSE, REINFORCEMENT SHALL BE CONTINUOUS WITH (2) BLOCK WIDTH LAPSE AT ENDS AND SHALL BE INSERTED INTO CELLS OR TIE COLUMNS MIN, 4" THE MINIMUM SIZE OF HORIZONTAL JOINT REINFORCEMENT SHALL BE GAUGE 9 "LADDER" TYPE REINFORCEMENT. STANDING SEAM ROOFING NOTES: ALL AREAS WHERE MASTIC TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGANT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF AND WALLS WHERE APPLICABLE ALL SHEET METAL ROOF PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A-792, WITH A MIN, COATING THICKNESS AS PER AZ-55 DESIGNATION, AND WITH MIN. Fy=50 ksi ALL SCREWS TO BE HEX HEAD, SELF DRILLING, NON CORROSIVE ALL ROOF PANEL SIDELAPS AND ENDLAPS SHALL HAVE A CONTINOUS STRIP OF MASTIC SEALER SEE FOUNDATION PLAN FOR REINF, (4) #5 CRANK BARS rd BOTTOM MATCH/OVERLAP WALL FOOTING REINF. 36" SEE FOUNDATION PLAN FOR WALL FTG. REINF. • • • • I • • • — — — — — — — �-- PAD FTG. (SEE PLAN) ALONG PIPE LENGTH STRUCTURAL STEEL NOTES STELL WORK SHALL CONFORM TO THE A.I.S.C, SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS LATEST EDITION. STEEL TUBING SHALL CONFORM TO A.S.T.M. A500 GRADE B. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL BE A.S.T,M. GRADE A-572 Fy = 50 KSI. ALL OTHER SHAPES SHALL BE A.S.T.M. A36, UNLESS NOTED OTHERWISE. BRACE AND MAINTAIN ALL STEEL IN ALIGNMENT UNTIL OTHER PARTS OF CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED, CPNTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS ENCLOSED. ALL WELDINGS SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL BE E70XX- LOW HYDROGENS FOR SHIELD AND METAL ARC WELDING. SHOP WELDING AND FIELD WELDS SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY PRESSURE TREATED WOOD NOTE: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR SEPARATED WITH (2) LAYERS OF 30 LB. BUILDING PAPER. THE USE OFF CCA PRESSURE TREATED, LUMBER IS PROHIBITED, FOR INTERIOR APPLICATIONS (NOT EXPOSED TO WEATHER) PROVIDE SODIUM BORATE (SBX) TREATED LUMBER, FOR EXTERIOR USE PROVIDE COPPER AZOLE (CA) OR AKALINE COPPER QUATERNARY (ACQ) LUMBER. FASTENERS AND CONNECTORS ACCEPTABLE FOR USE WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. HOT DIPPED GALVANIZED CONNECTORS SHALL MEET ASTM A653, CLASS G185 STANDARDS, HOT DIPPED GALVANIZED FASTENERS SHALL MEET ASTM A153 STANDARDS. FASTENERS USED TOGETHER SHALL BE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED JOIST HANGERSI. TYPE 304 AND 316 STAINLESS STEEL PRODUCTS ARE REQUIRED FOR MAXIMUM CORROSION RESISTANCE, MECHANICAL FASTENER NOTES EXPANSION ANCHORS SHALL BE "POWER STUD" BY RAWL OR "TRU-BOLT" BY ITW RAMSET/REDHEAD OR ENGINEER APPROVED EQUAL. ADHESIVE ANCHORS SHALL BE "POWER "EPCON" BY ITW RAMSET/REDHEAD OR ENGINEER APPROVED OR EQUAL. MASONRY SCREWS"TAPCON " BY ITW RAMSET/REDHEAD OR ENGINEER APPROVED OR EQUAL POWER ACTUATED FASTENERS IPAF) RAMSET/REDHEAD , HILTI r%Al T[%- BOLTS SHALL CONFORM TO ASTM STANDARD A325. ALL BOLT HOLES SHALL BE STANDARD SIZE WITH 1/16 INCH MAXIMUM TOLERANCE, BOLTS TO BE HOT DIPPED GALVANIZED OR ZINC COATED. 11 BOLTS TO HAVE WASHERS ON BOTH ENDS. WASHERS TO BE HOT DIPPED GALVANIZED OR ZINC COATED, 0 REINFORCING STEEL: REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 (Fy = 60KS1). WELDED WIRE FABRIC SHALL BE 6"x6"-#10x#10 CONFORMING WITH ASTM A185, TIE -WIRES SHALL CONFORM WITH ASTM A82 REINFORCING INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RECENT ACI CODE. REBARS IN BEAMS, COLUMNS, AND SLABS SHALL BE FULLY SECURED PRIOR TO FINAL POUR. REINFORCING STEEL SHALL BE CLEAN AND FREE FROM FOREIGN DEBRIS, NONMETALLIC COATINGS. THE REINFORCEMENT STEEL SHALL ALSO BE FREE FROM RESIDUES SUCH AS OIL, MUD, DIRT, SCALE ANY PITTING AND NICKS THAT IS MORE THAN 2% OF THE TOTAL CROSS -SECTIONAL AREA OF ANY REBAR. REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: ANY CONCRETE POURED AGAINST EARTH 3.0" ALL FOOTINGS TOP, BOTTOM AND SIDES 3.0" BEAMS PRIMARY REINFORCEMENT AND STIRRUPS TOP AND BOTTOM SIDES 1.5" SLAB -ON -GRADE BOTTOM COVER SLABS 2.0" COLUMNS PRIMARY REINFORCEMENT, TIES AND SPIRALS 1.5" VERTICAL COLUMN REINFORCEMENT MUST LAP WITH HORIZONTAL REBARS IN BEAMS A LENGTH EQUIVALENT TO 15 BAR DIAMETER OF LARGER SIZE LAPPING BARS OR MINIMUM 12 INCHES OR OTHERWISE AS NOTED. LAPPING BARS MUST BE SECURED WITH MINIMUM 2 TWIST TIES. VERTICAL COLUMN REINFORCEMENT MUST LAP WITH HORIZONTAL REBARS IN FOOTER AND SLAB A LENGTH EQUIVALENT TO 15 BAR DIAMETER OF LARGER SIZE LAPPING BARS OR MINIMUM 12 INCHES OR OTHERWISE AS NOTED, LAPPING BARS MUST BE SECURED BY MINIMUM 2 TWIST TIES, CORNER BARS IN CONCRETE BEAMS MUST LAP WITH MAIN BARS IN BEAMS A LENGTH EQUIVALENT TO 42 BAR 'DIAMETER OF LARGER SIZE BARS. OR MINIMUM 36 INCHES OR OTHERWISE AS NOTED. LAPPING BARS MUST BE SECURED WITH MINIMUM 4 TWIST TIES. CORNER BARS IN CONCRETE FOOTERS MUST LAP WITH ALL MAIN FOOTER REBARS A LENGTH EQUIVALENT TO 42 BAR DIAMETER OF LARGER SIZE BARS OR MINIMUM 36 INCHES OR OTHERWISE AS NOTED, LAPPING BARS SHALL BE SECURED WITH MINIMUM 4 TWIST TIES. WELDING: WELDING WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE RECENT AWI CODE. WELDS SHALL BE WITH E70XX ELECTRODES. WELDING SHALL BE COMPLETED AND CERTIFIED BY A LICENSED AND APPROVED WELDER STEEL JOIST NOTES A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS, SUBMIT REPORTS TO ARCHITECT AND ENGINEER, ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS AND BRIDGING SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT SPECIFICATIONS OF STEEL JOIST INSTITUDE AND RECOMMENDED CODE OF STANDARD PRACTICE. THE ENDS OF ALL BRIDGING LINES TERMINATING AT WALLS OR BEAMS SHALL BE ANCHORED TO THE WALL OR BEAM. ALL STEEL JOIST ARE TO BE CAMBERED AS SPECIFIED BY S.J.I. PROVIDE BOTTOM AND/OR TOP CHORD EXTENSIONS AS SHOWN ON DRAWINGS. UNLESS NOTED OTHERWISE, MIN. JOIST BEARING SHALL BE 2 1/2" FOR K-SERIES JOIST, 4" FOR LH, DLH AND SLH 15-18, AND 6" FOR SLH 19-25 ON A STEEL MEMBER OR EMBEDDED PLATE. BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE S.J.I. STANDARD SPECIFIATIONS FOR OPEN WEB STEEL JOISTS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTUCTION LOADS ARE PLACE ON THE JOISTS. ALL JOIST 40'-0" OR LONGER REQUIRE A ROW OF BOLTED BRIDGING TO BE IMPLACE BEFORE SLAKENING OF HOISTING LINES, OTHER JOISTS REQUIRE SIMILAR BRIDGING (CONSULT LATES S.J.I. SPECIFICATIONS) CONTRACTOR TO FURNISH BAR JOIST CERTIFICATIONS SIGNED AND SEALED BY AN ENGINEER REGISTRED IN THE STATE OF FLORIDA. . FOR NET UPLIFTS SEE NET UPLIFT PLAN. PROVIDE UPLIFT BRIDGING. ALL ITEMS SUSPENDED FROM JOISTS (I.E., CAT WALKS, BALCONIE, OPERABLE PARTITIONS, ETC.) SHALL BE INSTALLED AFTER DEAD LOAD HAS BEEN APPLIED. ANY STEEL JOIST WITHIN A 4'-0" DISTANCE FROM A PARALLEL SUPPORT SHALL BE FABRICATED IN SUCH A WAY THAT CAMBER OF THE JOIST NOT CAUSE_ A PROBLEM INSTALLING THE METAL DECK. (4) #5 BAR ON TOP. LINE UP WITH BOTTOM BARS DIAGONALLY PLACED EXISTING 6" PIPE IN PROTECTIVE SLEEVE (4) #5 CRANK BARS la BOTTOM MATCH/OVERLAP WALL FOOTING REINF. 36" #5 TRANSERVE BARS fd 12" 0/0 MI i - ' 11 � ', \ 11 11 , I= I �' s' J ` SCALE; N.T.S. CONC. FILLED PRE-FAB. LINTEL BREAK 3"x5" PRE-FAB. KNOCKOUT AT LINTEL TO ALLOW NELSON STUD 6"x6"x5/8" STL. ANGLE w/0) 5/8" DIA. x 4" NELSON STUD STL.. COL TYP. TYP. LINTEL @ STL. COLUMN SCALE; N.T.S. TIE BEAM REINFORCING NOTES TIE COLUMN REINFORCING BAR SPLICES SHALL BE LAPPED 30" MINIMUM. VERTICAL REINFORCING BARS SHALL BE PLACED IN CONCRETE FILLED CELLS AND SHALL EXTEND INTO THE FOOTINGS AND INTO THE BEAM. ALL SUCH BARS SHALL BE CONTINUOUS FROM FOOTING TO TIE BEAM, AND SHALL TERMINATE AT EACH END WITH A STANDARD ACI HOOK. SPLICES IN TIE BEAM REINFORCING STEEL ON STRAIGHT RUNS SHALL BE PROVIDED BY LAPPING MINIMUM 30". SPLICES IN TIE BEAM REINFORCING STEEL AROUND CORNERS SHALL BE PROVIDED BY BENDING TWO BARS, ONE OUTSIDE TOP AND ONE OUTSIDE BOTTOM AROUND CORNER 30" MINIMUM, OR BY ADDING TWO #5 BARS, ONE OUTSIDE TOP AND ONE OUTSIDE BOTTOM WHICH EXTENDS 30" EACH WAY FROM CORNER. TIE BEAMS SHALL HAVE (4) # 3 TIES AT 12 INCHES O.C. AT CORNERS AND AT EACH BEND AND AT 36 INCHES O.C. ELSEWHERE, PER F.B.C. 2121.2.3.2. LIGHTGAGE METAL FRAMING A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS. SUBMIT REPORTS TO ARCHITECT AND ENGINEER OF RECORD. CONNECT STEEL STUDS AND TRACKS TO A36 STEEL OR CONCRETE WITH (2) POWDER ACTUATED FASTENERS (PAF) AT EACH STUD AND CONNECT STEEL STUDS AND TRACKS TO EACH OTHERS WITH (2) #8-18 SCREWS AT EACH STUD (TYPICAL UNLESS NOTED OTHERWISE) SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND EXTENDS OF STEEL STUD WORK. NOTE: "POWDER ACTUATED FASTENERS (PAF) REFERS TO 0,145 DIA. SHANK DOMED -HEAD, LOW VELOCITY POWDER ACTUATED FASTENERS AS MANUFACTURED BY POWERS RAWL OR APPROVED EQUAL WITH MINIMUM CAPACITIES AS FOLLOWS: IN 3000 PSI CONCRETE: 1 y" PENETRATION = 185# PULLOUT & 225# SHEAR IN A36 STEEL Y" MATERIAL = 430# PULLOUT & 660# SHEAR (PIN MUST BE FULLY PENETRATED THE MATERIAL BY A" MINIMUM) STELL STUDS SHALL MEET FOLLOWING DESIGN CRITERIA: GALV.G-20 ASTM A525, MINIMUM YIELD STRESS SHALL BE 50,000 PSI FOR 12ga, 14ga, 16ga AND 33000 PSI FOR 18ga & 20ga 1. SEE PLAN AND SECTIONS FOR SIZES REQUIRED. 2, ALL SIZES SHALL HAVE 1%8" FLANGES BRACING DURING CONSTRUCTION: PROVIDE 1%" COLD -ROLLED CHANNELS OR HORIZONTAL STRAP BRACING FOR WALLS IMMEDIATELY AFTER STUDS ARE ERECTED. EXECUTION: POSITION STUDS VERTICALLY IN RUNNERS AND SPACE NO GREATER THAN 16". SECURELY ANCHOR EACH STUD TO RUNNER WITH (4) #8-18 LOW PROFILE SCREWS, TWO TOP AND TWO AT BOTTOM, WITH ONE SCREW IN EACH FLANGE, TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON PLANS, AT TRUCK BUTT JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. JACK STUDS OR CRIPPLES SHALL BE INSTALLED BELOW WINDOW SILLS, ABOVE WINDOW AND DOOR HEADS, AT FREE STANDING STAIR RAILS, AND ELSEWHERE TO FURNISH SUPPORT, AND SHALL BE SECURELY ATTACHED TO SUPPORTING MEMBERS. PROVISIONS FOR STRUCTURAL VERTICAL MOVEMENT SHALL BE PROVIDED WHERE INDICATED ON THE PLANS. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. EXTERIOR CEILING SHEATHING: ATTACH GYPSUM SHEATHING TO EXTERIOR OF EACH STUD WITH 1" TYPE(S) S-12 COATED SCREWS SPACED 3/8"FROM ENDS AND EDGES AND AT 4" O/C. LATERAL BRACING (HORIZANTAL BRIDGING) FOR WALLS: ENSURE BOTH STUDS FLANGES ARE ATTACHED TO TOP AND BOTTOM RUNNER FLANGES. HORIZONTAL BRIDGING MUST BE INSTALLED AT SPACING NOT TO EXCEED 48" O/C MEASURED VERTICALLY FOR AXIAL LOAD BEARING WALLS:: METAL STUD INSTALLATION: METAL STUD SHALL EXTEND INTO ALL TRACKS UNTIL IT IS WITHIN y" OF THE TRACK WEB, NO METAL STUD TRACKS SHALL EXTEND PAST THE EDGE OF THE SUPPORT MORE THAN ONE THIRD OF ITS WIDTH (e.g. A 6" TRACK MAY EXTEND BEYOND THE EDGE OF SUPPORT A MAX. OF 6/3=2") NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE REDUCED IN STRENGTH BEYOND THE SCOPE OF THIS PLAN WITHOUT CONSULTING ENGINEER OF RECORD. REPORT ANY DISCREPENCIES TO ENGINEER IMMEDIATELY CENTER OF NEW STEEL COLUMN = CENTER OF NEW PAD FOOTING ECCENTRICITY IS NOT ALLOWED U.O.N. ALL FIELD CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING THE CONSTRUCTION ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING INSTALLATION DESIGN CRITERIA ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010 EDITION ALONG WITH ALL APPLICABLE STATE AND LOCAL CODES, ORDINANCES AND REGULATIONS APPLICABLE BUILDING & DESIGN CODES: 1) FLORIDA BUILDING CODE 2010 EDITION 2) ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, THE LATEST EDITION 3) CRSI MANUAL OF STANDARD PRACTICE, THE LATEST EDITION 4) STRUCTURAL WELDED WIRE REINFORCEMENT OF STANDARD PRACTICE, WIRE REINFORCEMENT INSTITUTE 5) ACI 530/ASCE 5 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, THE LATEST EDITION DESIGN LOADS: 1) WIND DESIGN LOADS; WIND LOADING SHALL COMPLY TO ASCE 7-10 WIND VELOCITY 140 MPH EXPOSURE CATEGORY C RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT = -/- 0.18 Kd = 0.85 MEAN ROOF HEIGHT 20'-0" NET UPLIFTS SHOWN HEREIN ARE BASED ON (GROSS UPLIFT) PER ASCE 7-10 ASD DESIGN (0.6W: NO FURTHER REDUCTION ALLOWED), COMPONENTS & CLADDING ZONES 1, 2 AND 3. ZONE 1 .... .. . .. .... . .. ... .. .......... .... - 28.0 PSF ZONE 2 -. ...... ..... .. ..... ............ ... - 46.0 PSF ZONE 3. ............................................................. - 69.0 PSF a = END ZONE DISTANCE 8'-0" a a=END ZONE DISTANCE ROOF ZONES THE PRESSURES PROVIDED IN THE TABLE ARE INFORMATION PURPOSES ONLY. IT IS APPLICABLE ONLY FOR GENERAL CONDITIONS AND DOES NOT COVER ANY SUPPORT BUILDING. REFER TO BUILDING CODE FOR SPECIFIC CONDITIONS AND REFER TO WINDOW/DOOR SCHEDULES FOR OPENING PRESSURES. 2) ROOF DESIGN LOADS; ROOF LIVE LOAD 30 PSF ROOF DEAD LOAD 30 PSF ROOF DEAD LOAD FOR UPLIFT DESIGN 0 PSF SLAB -ON -GRADE LIVE' LOAD 100 PSF TO THE BEST OF ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 EDITION 0 kYLAN KALKAN, P.E. ENGINEERING PLUS ,. P.E. # 67349 & C.A. # 26538 .9528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 p61) 756 4106 (561) 479 3743 fax Prof. Mgr. JU Job. Capt. SG Drawn bS JT RON BARR, A.I.A. IZev-cl by STATE OF FLORIDA IR5 AR 0016160 O w O �_ U m w O z z U W t- O H W Fw- H W = H z 3:0 W U p W. W W Q o m a o a o W o w d 0 W O O S V p= z� W Wm W I m�o 0wO m X o Z Z U � W 'Ul W O >z Z OO Z m 0 U. M Z >' mm = W o it a z z F o o m LL D a- O i i Z= Z W_ M, a m UJ z z p a 0 O pw. 0 2= m~ . °' W z,f O D U z U GU Q coW0 Z fn w J >- �- z Fo°�Z~Waz z O m W o W s n F 0 0 W F- U Z W U a 0 w _ w m) Q a H C� O F_ W W cn U w U z x O o U s a_ o V O Z m U v F W¢ s W s 0 m V m . a n a �_ COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Ravieione: 1� GENERAL REVISIONS (09/30/2013) Z AS BUILT (04/24/2014) CADFILE No. ti/ p`01 H a M 00 M O = •_01� A A gao 19 -.� �D ^ 04 ell 12 aw_41ta 4 04 — 0—— m ,� V )4 r4 : � W = enH *,4 y I' 4 O w N E* &hoet Title Scale: Emm L O ESL m Q C M cu N - N 'E L.L r C N 2 0_ .> 0 0) N ti * 0) =; N E it .0 O In L_ N N 0 C co r � O Lo Lo = co UA 'T + 0) W Irl- t! to U L � cu Date: 5-5-2014 Project No. 12-027 Shoat No. S-i FOUNDATION PLAN NOTES; 1. FLOOR SLAB SHALL BE 4" THICK CONCRETE REINFORCE W/6x6 10/10 WWM OVER 6 MIL VAPOR BARRIER ON COMPACTED TERMITE TREATED SUBGRADE. (SEE SLAB ON GRADE DETAILS FOR REINFORCEMENT) 2. SLAB EL=+O'-0", UNO (REFERENCE ONLY) SEE CIVIL FOR ACTUAL ELEVATION. 3. (2) #5x4'-O" LONG f-la 3" C/C PLACED 2" CLEAR FROM ----L- CORNERS. 4. TOP OF STEEL COLUMN FOOTING = -1'-4" TYP. U.N.O. ---- --- 1' 0„ 24 -0 8„ � I I lit. r I RF In I I I t+ I CONCRETE I I RETAINING WALL(TY II I I SEE DETAIL 7/SP5 F2 I 1i II II E I I I 17 I orrn C rnp I I U) li I I F2 ➢ j• I I it I (I I ti I T F2 At I l I I I I I h I IIt I t�. CONCRETE [V I I RETAINING WALL I { ITYP.) I j t SEE DETAIL 7/S5 �? I I 1 it I 4" CONCRETE OFF -SET I I I I i i I LEDGE AT LOADING DOCK 1 I I I [t I I 6 DI 6" CONCRETE SLAB I It I S- I w/6"x6" 10/10 W.W.F. I IIL I I ll I4' 0„ 8' 0' 3' w/MIN. 2" CONC. COVER i 1 3,19 8'-0" TE3 ( TC3 i D TE3 A� — — — 8"x8" THICKENED EDGE w/(1) #5 CONT. v ih 4" CONCRETE SLAB/ w/6"x6" 10/10 W.W._ ---------------- r---------------------------- ----------------------- I � I I I I I I I I L----------------------------i------=---------------- I O FOUNDATION SCHEDULE MARK SIZE (LxWxD) REINFORCING REMARKS (4) #5 CONT. w/ CONT. STEM WALL F1 CONT.x28"x16" #5 TRANSVERS BARS fa) 12" O/C FOOTING (5) #5 CONT. w/ CONT. STEM WALL F2 CONT.x36"x16" #5 TRANSVERS BARS fal 12" O/C FOOTING (10) #6 LONGITUDINAL TOP & BOT. PAD FOOTING F3 8'-0"x8'-0"x24" (10) #6 TRANSVERSE TOP & BOT. F4 (8) #6 LONGITUDINAL TOP & BOT. PAD FOOTING 6'-0"x6'-0"x24" (8) #6 TRANSVERSE TOP & BOT. (6) #6 LONGITUDINAL TOP & BOT. F5 5'-0"x5'-0"x24" (6) #6 TRANSVERSE TOP & BOT, PAD FOOTING F6 6'-0"x8'-0"x24" (12) #6 LONGITUDINAL TOP & BOT. PAD FOOTING (8) #6 TRANSVERSE TOP & BOT. F7 4'-0"x8'-0"x24" (12) #6 LONGITUDINAL TOP & BOT. PAD FOOTING (6) #6 TRANSVERSE TOP & BOT. TE-1 8"x12" (2) #5 CONT, THICKENED EDGE TE-2 8"x8" (1) #5 CONT. THICKENED EDGE THICKENED EDGE TE-3 8"x18" (3) #5 CONT. SEE DETAIL 6/S-4 EX EXISTING CONT. WALL FOOTING/PAD TO REMAIN ING PRESSURE = 2500 PSF MIN, 4" CONCRETE SLAB w/6"x6" 10/10 W.W.F. INtVV 1Suuu F zJd b UUINUHL It tuulF'IVItIN I PAD w/#5 REBARS rd 12" O/C EACH WAY MID. DEPTH (PAD IS 18" BELOW F.F (VERIFY) (CONTRACTOR TO VERIFY w/MANUFACTURER'S SPECS) SEE DETAIL 2/S-12 0 CONCRETE COLUMN SCHEDULE MARK TYPE VERTICALS #3 TIES U.N.O REMARKS TC1 8"x12" (4) #6 12" 0,C. - TC2 8"x24" 00) #6 12" O.C. - TC3 8"x48" (14) #6 12" O.C. TC4 IRREGULAR 8"x45"x16" (16) #6 12" O.C. SEE PLAN FOR FOR ADD. INFO O STEEL COLUMN SCHEDULE MARK COLUMN SIZE REMARKS C1 HSS 4"x4"x1/4" Fy=50 KSI C2 HSS 5"x5"x1/2" CONC. FILLED AT GROUND LEVEL (Fy=50 KSI) C3 HSS 6"x6"x5/8" CONC. FILLED AT GROUND LEVEL (Fy=50 KSI) C4 HSS 8"x8"x1/2" CONC. FILLED AT GROUND LEVEL (Fy=50 KSI) C5 HSS 10"x8"xi/2" CONC. FILLED AT GROUND LEVEL (Fy=50 KSI) C6 HSS 8"x4"x5/8" CONC. FILLED AT GROUND LEVEL (Fy=50 KSI) OTE: REFER TO OTHER ARCHITECTURALS FOR ADDITIONAL DIMENSIONAL INFORMATION, OOR AND WINDOW ROUGH OPENINGS REQUIRE VERIFICATION BY THE CONTRACTOR PRIOR TO BUILDIN RCHITECT/ENGINEER WILL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN CONSTRUCTION ON [KAFNITC AN[n WINInMA/ / r)()(1D CI IDDI IFD n4Tfl EXISTING CMU WALL TO REMAIN FOUNDATION PLAN SCALE 1/8"=1'-O" STL. TUBE COL. (SEE 1155x12" LONG DOWELS rd 8" O/C SCHEDULE FOR BASE w/5" EMB. INTO EX. CONC. SET PLATE) w/EPDXY GROUT (TYP. AROUND THE PERIMETER) EE PLAN NEW CONC. OVERPOUR SLAB W/ 6"x6" 1.4w/1.4 W.W.M. STL, TUBE COL. I 55x12" LONG DOWELS (SEE PLAN) I55x12" LONG DOWELS ° a an 8" O/C w/5" EMB. I r1a 8" O/C w/5" EMB. STL. TUBE COL. (SEE NEW CONC. INTO EX. CONC. SET INTO EX. CONC. SET a a SCHEDULE FOR BASE OVERPOUR SLAB a w/EPDXY GROUT w/EPDXY GROUT PLATE) W/ 6"x6" (TYP. AROUND THE (TYP. AROUND THE PERIMETER) (4) 1" DIA. PRESET 1 Y" NON SHRINK PERIMETER) 1.4w/1.4 W.W.M. o ANCHOR BOLTS GROUT & BED z I a° Q EX. SLAB (SEE DETAIL) CONC. OVER EX. SLAB ■ ° 4 a a POUR w I I ° ° co Q PROVIDE 6 MIL. CO, 4 VAPOR BARRIER CONC. PAD FTG. ° ON WELL "' SEE PLAN FOR SIZE AND COMPACTED, • a • • a • • z REINFORCEMENT TERMITE TREATED, ° PROVIDE 6 MIL. VAPOR CLEAN FILL AT 4. a d BARRIER ON WELL NEW PAD FTG.. d ° a" d < w COMPACTED, TERMITE • . • a• i a a d• cw/> TREATED, CLEAN FILL 1 SEOE PLAN D FTG. AT NEW PAD FTG.. S 2 SEE PLAN SECTION AT PAD FTG. EX. SLAB PAD FTG. �I'X_ SLAB 1 2 SCALE: N.T.S. SCALE: N.T.S. SCALE; N.T.S. 8" CMU STUCCO FINISH OVER 8"_ CONC.BLOCK GROUTED FILLED CELL (SEE CMU REINF. SCHEDULE) 0'-0" T.O. SLAB #9 GAGE HORIZONTAL, LADDER TYPE, JOINT REINFORCING, 16" O.C. VERT. (TYP.) 1/2" PREFORMED EXPANSION JOINT (TYP. BOTH SIDES) CONCRETE FLOOR SLAB, REFERENCE FOUNDATION PLAN FOR SIZE AND REINFORCING (TYP. BOTH SIDES) \ 2'-4" W x 16" D CONT. cD STEM WALL CONC. 777,6 ,". • /��` FOOTING w/ (4) #5 REBARS CONT. BOT. AND #5 TRANSV. BARS fad 12" O/C TYPICAL STEM WALL FOOTING AT EXTERIOR CMU REARING WALL SCALE: N.T.S. 4 6/oslly TYP. S-5 Pro j. Mgr. JU Job. Capt. SG Drawn bg JT RON BARR, A.I.A. Rev'd bg STATE OF FLORIDA I� AR 0016160 w w 0 o Z z U m p U W W O t= ~ H W < W of U Q 0 j 0 w U W O a Q O a 0 U O j U O= Z W O m W W m X 0 m Z O= Z 0 E Z w U �¢¢ Q U K W F- 0 W W~ Z OU i W WW O W W Z O OU i m x B W Y O LL Z) Z W 0= ~2' Q W o z Z Z O z= 3 o W J M � a a O V 0 0 S 0 (Y m um~i 6 U U LL O z F- Z OU I- 0 p >- Z m W Ox S2 U F 0 'm z~ W¢ z I- W W w I- W U Zf Z O U Y of LL O o m a 0 U W F O 2 x O 2 O 9� z K 0 O w w O= O a ELU D Z F W Z m O vxi O F F- U w O Z ti F O O x o L H H Z U rn 0x o D OWHWU W x O U xQQHQHZ0WF- W Z Z Z aI- © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO 1A 1A lu J Revisions: 10 GENERAL REVISIONS (09/30/2013) Z2 AS BUILT (04/24/2014) CADFILE No. ir-1 a v , M a M O • V1 0 �waw a I' O N � ISheet Title L O .0 0 co (0 C L M (V ai O N � C C � NC U 6� A` > +� o CD E ■ CM N to 0 7 m E L O O m i U) r. O U O L0 0 �- N U Lo L tt3 Scale: TAYLAN KALKAN, P.E. Date: Sheet No. ENGINEERING PLUS 5-5-2014 FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE Project No. BOCA RATON, FL 33498 12 - 0 2 7 Smw2 (561) 756 4106 (561) 479 3743 fax m JOIST BEARING 16'-2" A.F.F. (V.I.F•) 0 0 N 6 I I -- - - - - - - ------------------------------------------ ROOF JOIST MANUFACTURER SHALL COORDINATE ROOF TOP UNIT LOCATION AND SPECIFICATIONS WITH MECHANICAL PLANS. PROVIDE SHOP DRAWINGS 4 I 3 I 1QA'_n" 1 EXISTING CMU W ALL/STEEL BEAM TO REMAIN JOIST BEARING \ MATCH EXISTING _/ — - — - — - — - — - — - —_ NEW HSS STL. C2 TUBE COL. MW1 \ 1v.l.r.1 IV.I.r.1 O NEW EXITING CMU CMU WA L TO C---------- -----------------� �� ----� WALL REMAIN L------------------------------ 0 ° ° ° 0 ° I I I 1 I I I I I I MASONRY WALL REINFORCEMENT SCHEDULE DENOTES 8" REINFORCED CMU WITH 11i #7 VERT. REBAR (SEE SCHEDULE FOR REINF. SIZE) IN GROUTED FILLED CELLS AT EACH ENDS, CORNERS, INTERSECTIONS, NEXT TO EACH NOTE: OPENING AND AS WHERE AS SHOWN ON PLAN. SEE DET. 3/S-5 AT EXISTING WALL MW1 - DENOTES 8" REINFORCED CMU WITH (1) #7 VERT. REBAR rla 32" O/C MAX. MW2 - DENOTES 8" REINFORCED CMU WITH (1) 47 VERT. REBAR Id 24" O/C MAX. ^ JF FRAMING PLANS: DOF ASSEMBLY TO BE BUILT-UP ROOF OVER 1.5", TYPE I" GALVANIZED G90, 22 GA METAL ROOF DECK CONT. OVER OR MORE SPANS. SEE SCHEDULE FOR ROOF DECK GAGE �D ATTACHMENT REQUIREMENTS. EE ARCH. PLANS FOR TOP OF PARAPET ELEVATIONS EE STRUCTURAL NOTE SHEET FOR BRIDGING REQUIREMENTS :OR JOIST & JOIST GIRDERS. EE SECTIONS FOR FRAMING DETAILS. ROVIDE SPECIAL JOISTS AND A/C FRAMING AT \LL ROOF TOP A/C UNITS. REFER TO MECHANICAL IVAC PLAN FOR LOCATION AND WEIGHTS OF EACH UNIT ;EE PLAN FOR JOIST BEARING ELEVATIONS BTJ" INDICATES BOLTED TIE JOIST PER OSHA REQIREMENTS. ;EE UPLIFT BRIDGING DETAILS AND UPLIFT DAIGRAM. ROOF DESIGN LOADS TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOT. CHORD DEAD LOAD 30 PSF 25 PSF 5 PSF CONCRETE BEAM GENERAL NOTES 1. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E.) OF BEAM OR THROUGHOUT (T.O.) BEAM AS INDICATED ON BEAM SCHEDULE, STIRRUPS SHALL BE TYPE S-3 AND HOOPS SHALL BE TYPE T-1 TYPICAL CRSI BAR BENDS UNLESS OTHERWISE NOTED. 2• ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE -BEAMS ONLY. 4. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW & DOOR HEADS (28" MAX.) ADD 245 BOTTOM IF DROP EXCEEDS 8", 5. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK WORK. 6. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6"MINIMUM INTO SUPPORT UNLESS OTHERWISE NOTED, 7. REFER TO GENERAL NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS, 8. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT AT 28 DAYS ROOF FRAMING PLAID CONCRETE BEAM SCHEDULE MARK SIZE (W x H) REINFORCING #3 STIRRUPS REMARKS TOP MID BOTT TB1 8"x16" (2) #5 - (2) #5 (4) #3 TIES fal 12" O.C. EACH CORNER - THE REMAINDER fat 48" TB2 8"x8" (2) #5 TOP OF T132 = TOP OF PARAPET PRECAST LINTEL BM-1 8"X961' (2) #5 (16) #5 (2) #7 181, O/C CLOSED HOOPS VERIFY BEAM DEPTH WITH DOOR SPEC'S ROOF DECK ATTACHMENT ZONE DECK SIZE ATTACHMENT 5/8" DIA. WELDS (TYP.)` ALL 1-1/2"x22 GA, VULCRAFT 1.51322 ATTACHED TO ALL ROOF SUPPORTS W/ 5/8" PUDDLE WELDS ON 36/7 LAYOUT AND (8) # 10 TEK SCREWS SIDELAP FASTENERS PER SPAN, 5/8" PUDDLE WELDS AT PERIMETER AT 6" O/C. HlrlrutU ALL POINTS OF AT JOIST AT WALL CONTACT AFTER DEAD LOAD IS JOIST BRIDGING NOTES: 1/8 APPLIED 1. BRIDGING SHOULD BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE SJI STANDARD 4. DO NOT WELD BRIDGING TO JOIST WEB MEMBERS. DO NOT HANG SPECIFICATION FOR OPEN WEB STEEL JOIST. ALL BRIDGING ANY MECHANICAL, ELECTRICAL, PLUMBING, ETC. FROM BRIDGING. AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS, 5. BRIDGING LEGEND THE LAST TWO JOIST SPACES IN A LINE OF BRIDGING SHALL BE "X" TYPE. OA HORIZONTAL BRIDGING ATTACHED TO TOP AND BOTTOM CHORD 2. PROVIDE UPLIFT BRIDGING AT FIRST BOTTOM CHORD PANEL © ALL BRIDGING TO BE DIAGONAL BRIDGING WITH B POINT EACH END OF JOIST, REFER TO UPLIFT TABLES ON BOLTED CONNECTIONS AT CHORDS AND INTERSECTIONS. STRUCTURAL PLANS FOR UPLIFT BRIDGING CONNECTION DETAILS © SINGLE LINE HORIZONTAL UPLIFT BRIDGING. 3. BRIDGING MEMBERS SHALL BE WELDED TO JOISTS WITH 1/8" FILLET WELD AT ALL POINTS OF CONTACT. EXCEPT FOR BOLTED CROSS BRIDGING, WHICH SHALL BE BOLTED TO JOIST WITH 1/2" DIA. BOLT THROUGH JOIST CHORD GAP. 'JOIST BRIDGING NOTES IN -FILL CMU WALLS TO EXISTING OPENINGS (TYP.) SEE DET, 2/S-7 1 I EXISTING HSS STL. TUBE COL TO REMAIN -�-- D.1 EXISTING STL. NEW HSS BEAMS TO REMAIN STL. C4 TUBE COL. ----------------- EXISTING STL. BEAMS TO REMAIN C4 C5 � D MW1 NEW HSS STL. TUBE COL. C4 NEW HSS STL. I i TUBE COL. TYP. I I 1 I I S-5 I I F; I I , -NEW HSS STL. ) TUBE COL. TYP. C ; I �I -NEW STL. BEAM W21x62 I � I ; 1 TYP• SEE SHEET S-4 FOR S-13 I ENTRY FEATURE TOWER STEEL ' I FRAMING PLAN AND I; DETAILS NEW HSS STL. I I TYP. I TUBE COL. I T V D ! . (' I PROVIDE SHOP DRAWINGS FOR WINDOW/DOOR SHUTTER AND NEW STL. BEAM �' I SPECIAL SHUTTER SUPPORTING W21x62 I MULLION SYSTEMS, NEW HSS STL. C4 TUBE COL. - - - - - - --�--- MW1 C5 I I NEW HSS STL. C4 TUBE COL, I I I ' TYP. w nirni ii� � CI trl I C4 NEW STL. BEAM W21x62 IN -FILL CMU WALLS TO EXISTING OPENINGS (TYP.) SEE DET. 2/S-7 I NEW HSS STL. i TUBE COL. MW1 NEW HSS STL. TUBE COL, I C2 A i Proj. Mgr. JU Job. Capt. SG Drawn bg JT RON BARR, A.I.A. Revd bg STATE OF FLORIDA RB AR 0016160 O W O W U F U 0 O O z z w FIN-- H w U O Q Q O? w Q O O O_ < F- z IL a U U WW a J,� 0 w F 8 w p 4a O O M W m ¢ Z S == z w Q U X o W I- Z w F 0-1 w Z O w w j cn O W W cn >_ O Z 0} zQ H w Y 0 w w H O a W z 0 O O- z m U w 0 D dLL OF z 2 Z= w J j w w ZO O U � o 0 LL OS Z z a w I- U } z_ U ¢ Y x~ W_ (D I- LL x rn z w z i- w L,J I- O U �5 Z Q} w LL O Z Ft UW 00UW= W 1--0 2Qa W jOg�oO WX w U p z S0=OU a 0 J o o°Z Iz o7)_ azx=m = X = v 2z O 5 W w 1- 03: U ama raFzoxPzzza © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: 1L GENERAL REVISIONS (09/30/2013) 12 AS BUILT (04/24/2014) CADFILE No. a M a O � � AA P O a _ aw�a via O N H I' Sheet Title TAYLAN KALKAN, P.E. ENGINEERING PLUS Scale: Date: 5 - 5 - 2 014 FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE Project No. BOCA RATON, FL 33498 12 - 0 2 7 (561) 756 4106 (561) 479 3743 fax L O �L N a) m M (p 0) c N c O N c c N � °- W > �' o 0) E 4' !E*j :T!::! ca:) u(1) E C 0 of In L (,0 cn C r O U t � 0 U 0 O U L t� Sheet No. Smw3 0 1 - J ----------------- VERT, HSS COL, 1 I I 4"x4"xi/4" ITYP.) I 1 HORZ. HSS 4"x4"xi/4" roe 6'-0" O/C DESIGN NEW 1 ITYP.) JOIST TO ACCOMADATE NEW LOAD 5'-5" 6'-1' ABV. ADDITIONAL CROSS I X X 3"x3"x1/4" BRIDGING / \ WHERE SHOWN I I REINFORCE EXISTING JOIST 6'-6' GIRDER TO D ACCOMMODATE FOR NEW C1 LOAD ABV. VERT. HSS COL. I I 4"x4"x1/4" fa] (TYP.) TYP. 1 S-5 I I I I c I PL 1/4"x6"x18"' I I I I (TYP.) F— -- - — - - -- - - - I 1 I I 1 SIM. I 1 5 I I S-5 I. I 1 I I F I 1 I �/ t 1 PL 1/4"x6"x18' (TYP.) VERT. HSS COL. 4"x4"x1/4" fd I I (TYP.) REINFORCE I i EXISTING i -� -�JOIST TO 1___--_ - ACCOMMODATE I 6'-6" FOR NEW LOAD ABV. C1 SEE DET. — 1,2,3/S-9 PROVIDE NEW L 6"x10"x1/2" ANGLE 1 FOR PARAPET WALL SUPPORT \ / ABV. REINFORCE+ X EXISTING JOIST TO 1 ACCOMMODATE 1 FOR NEW LOAD ABV. SEE DET. \ / 1,2,3/S-9 I X C C1 C1 ADDITIONAL / CROSS 1 X 3"x3"x1/4" BRIDGING WHERE SHOWN 1 HORZ. HSS I I 4"x4"x1/4" lad 6'-0" O/C (TYP.) 1 i --�A -� - - - - -- - - - - --� Q W i_ h STEEL DECK � . ABV. (SEE I r L, DECK N Q SCHEDULE) it i x I w im w I'J LOPE w I F 1 C1 I U ■ Lo x ,r I . I I 7 11 7' -- - (IC1 C4 'tJ------f - - --� C1 12x45 STL BM III IiQ I VERT. HSS COL. Ij Q o 1 4 IIm 6"x6"xi/4" fa Vi I VERT. HSS COL, I 6"x6"x1/4" 5 IVERT. HSS COL. I 8"x6"x1/4" Q D I JVERT. HSS COL. 6"x6"x1/4" 116 TYP I I I — — S-5 I VERT. HSS COL. I 4"x4"x1/4" Fd (TYP.) � t I - I TYP. II- 1 I S-10 1 I I I VERT, HSS COL. 6"x6"x1/4" d I IVERT. HSS COL. 1 8"x6"x1/4" rla TVERT. HSS COL. 6"x6"xi/4" fd I I I VERT. HSS COL. 6"x6"x1/4" fa) I • VtK I . 1155 UUL. �-D 1 OD I 4"x4"x1/4" fad m C1 Q (TYP.) w m Q Ct J W m LOPE . .. I coJ w w 1 n ; x Lon 6 o X ,•I II C1 1 I -. _ --I ___ TL BNi.:_% q TW12x45 STEEL DECK ABV. (SEE DECK SCHEDULE) i ENTRY FEATURE FRAMING PLAN (LEVEL III SCALE : 1/8"=1'-0" HORZ. HSS m I ° co 4"x4°x1/4" rla w IN m - - - - - - -TT_yPP_ F xI JVERT. HSS COL, 1 4"x4"xi/4" Fd oa �I CO I (TYP.) I TYP. HORZ. HSS 1 4"x4"x1/4" faP I -� 1 S-10 o 6'-0" O/C Q I I! (TYP,) w • ICI o 00 I m l l iQ I ■ m W W �, i 0 co ; w • , W ' Lo IF- cj Ln ? 1 C VERT, HSS COL. SLOPE0 K) i T cO 4"x4"x1/4" fad 1 ITYP.) C1 HORZ. HSS 0 4"x4"x1/4" F o I cv 6'-0" O/C 0 i (TYP.) I G1 I I I . I I 0 � 1 - W.12x45 ,STL BM ;C. II VERT. HSS COL. 8"x6"x1/4„ 5 1 6'-9" - I VERT. HSS COL. — — _F J 6"x6"x1/4" na C? I� 00 l SLOPE Q w P m . ' + ry I LU w r � U) r I t lid VERT. HSS COL. I 6"x6"x1/4" Oo 2x45 STL BM j _j I 7'-11" I STEEL DECK I I H HORZ. HSS ABV. (SEE DECK 4"x4"x1/4" fd SCHEDULE) 6'-0" O/C (TYP.) I I 1 I I I it I I -----_-=-=J------ II I III I I III I Iol III 1 1 f I , ENTRY FEATURE FRAMING" PLAN (LEVEL III) SCALE : 1/8"=1'-0" ----------- ------------------ - - I �I II I I I I I I1 I IIII I I II u I I I I 1 1 I SLOPE I I I I I I I I I I ----------------------------- - -; - ----- - - -------`---- --f - -_ --� I _______ I II I � I it fj I 1 I I II II ' 6"x18GA MTL VERT. SLOPE STUDS 5 16" O/C t BETWEEN COLUMNS (TYP. AT PARAPET) I I I I I i , I I 6'-5" 6'-0" 6'-0" 5'-6". I I I I I - - - - — - - W8x31 STEEL BEAM i. y 1 (BELOW) VERT, HSS COL. HSS 4"x4"xi/4" HORZ. 'III 4"x4"x1/4" rd (ABV, fa PARAPET TOP) 1 _ ' P 00 ITYP.) L-- I TYP VERT. HSS COL. I 4"x4"x1/4" fd o (TYP.) I co 1 I 1 I C1, i SLOPE I i VERT. HSS COL. 4"x4"x1/4" raj ; co (TYP.) Ci t C1 I I I I all � I O I 1 I I TYP. O Ir -, W d I I I m@ . i I I <Cm I i o m Q ' oD J N I 1 I W W O I CO SLOPE CO - 1 I 00 K . c� I O x I 1 6"x18GA MTL VERT, 1 STUDS fd 16" O/C . I BETWEEN COLUMNS I1 (TYP. AT PARAPET) VERT, HSS COL. i 00 4"x4"x1/4" Fla (TYP.) I l VERT. HSS COL, C1 4"x4"x1/4" fry (TYP.) r- - - - - - - - - — - - --W8x�ST€EL�A4 EA-�-r - -�- -� (BELOW) I II HSS 4"x4"x1/4" HORZ. i C1 (ABV. Fd PARAPET TOP) C1 C1 . C1JC1 -0' 6'-0" 5'-6" I I I 6"x18GA MTL VERT. SLOPE STUDS rol 16" O/C i I BETWEEN COLUMNS I I (TYP. AT PARAPET) , � I r--'------ --------------------- ------------------L-� ----� II II I i I I I I I I i I I I I 1111 1 --- I ❑ II - - - 1 ----_---- A i I I 0 TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax Pro j. Mgr. JU Job. Capt. SG Prawn bg JT RON BARR, A.I.A. Revd bg STATE OF FLORIDA R8 AR 0016160 I- ° w Z ° w z v w U O N O z r W w D o m a 8 8 a o° c qf? < a 0 0% U O Q ` U Q= Z R w 0 m LL1 m X O Z w S 2 fQn z w 4 U a F_ w, 0 w 1 r~il z : w www > = ° wo W - } O Z° 0 w Y 6 w z ° o= >z u� z Z `� 0 3 m w o z= w J D W� z z p v o 3 0 a.= Oz z� �- f� z; a w ROv 0} z_ v °w _ Q Y 2 O cn z= z y z¢ z Z O m o 0 w F 0 w O o w t 0 m C� , z Fg 0 X O w w o OF w w z0 = F U° U w a U p z 2 O p O O- V x d o o m tz Z U 2 o 0 o Ow lt� z o v U Q= Z 0C S O co 0 z wa W = U= 0 w w U Q to Q r Q z o of P Z z z Q © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: 10 GENERAL REVISIONS (09/30/2013) o Q2 AS BUILT (04/24/2014) CADFILE No. Q �.t a M a M � A A O O H Q r^l W 22 Sheet Title L O 'L M CD c: Co co - N c O N c U- N U o0) CD �— 4.: C cu c: 0cn �,c � E o � Q U O N Lf. m :3 L r. O LO O c � :3 U � N U to L (u Sca Is: Date: Sheet No. 5-5-2014 Project No. 12-027 S�4 APROVIDE RECESS AS ----------- REQUIRED (AS ARCH. PLANS) 12"x12" THICKENED EDGE AT OPENING W/ (2) #5 CONT. 0'-0" TO. SLAB FILLED CELL W/ (1) #5 F6 24" O/C MAX. z w U N � r Q a d ° / Q 0 a: I 2 -4 LE 0 V➢ (VERIFY)O. PARAPET 6" CONC. SLAB (SEE PLAN) 2'-4" W x 16" D CONT, STEM WALL CONC. FOOTING w/ (4) #5 REBARS CONT, BOT. AND #5 TRANSV. BARS rd 12" O/C SCALE: N.T.S. HORZ. HSS 4"x4"x1/4 STEEL TUBE CONT. OVER PARAPET (SEE PLAN) STEEL STUB COLUMN - (SEE PLAN) STEEL BEAM (SEE PLAN) (LEVEL 111)(VERIFY)O. STEEL COLUMN � - - STEEL STUB COLUMN - (SEE PLAN) L 3"x3"x1/4" BRACE AT FRONT - FACE BETWEEN EACH STL. COL, SIMILAR TO SIDE ELEV. (TYP.) L 3"x3"x1/4" BRACE AT - FRONT FACE BETWEEN EACH STL. COL. SIMILAR TO SIDE ELEV, (TYP,) PL 1/4"x8"x8" (TYP.) - (LEVEL ' 1) STEEL COLUMN (VERIFY)O. PL 1/4"x8"x8" (TYP.)- TYP. SHEATHING NOTE 5/8" GP DENSGLASS GOLD GYPSUM SHEATHING OR EQUAL TO 16 GA 16" O/C WALL STUDS WITH #10x1 1/4" TYPE(S) S-12 COATED BUGLE HEAD SCREWS 3/8" FROM ENDS AND EDGES AND AT 4" O/C. L 3"x3"x1/4" BRACE (TYP.) STEEL STUB COLUMN - (SEE PLAN) L 3"x3"x1/4" BRACE AT FRONT - FACE BETWEEN EACH STL. COL SIMILAR TO SIDE ELEV. (TYP.) HSS 6"x6"x1/2" STL. _ BRACE BETWEEN COLUMNS PL 1/4"x8"x8" (TYP.)- L 3"x3"x1/4" BRACE (TYP.) L 3"x3"x1/4" BRACE AT ---� FRONT FACE BETWEEN EACH STL. COL. SIMILAR TO SIDE ELEV. (TYP.) STEEL STUB COLUMN (SEE PLAN) (LEVEL 13'-6" T.O. STEEL COLUMN Y (VERIFY) STEEL BEAM (SEE PLAN) CONC. FILLED STEEL COLUMN - (SEE PLAN) CONCRETE FILLED STEEL COLUMNS SHALL HAVE SOLID BOTTOM AND TOP PLATES CUTOUT PLATES ARE NOT ACCEPTABLE, FILL WITH CONCRETE _ PRIOR TO PLACING PLATES. DRILL 6" INTO EXISTING BEAM AND SET 2 # 5 X 30" DOWEL IN HILTI HT-HY 150 OR EQ. EPDXY GROUT NEW CONC. TIE BEAM EXISTING BEAM (SEE PLAN) d a NEW CONC. STARTER COLUMN (SEE COLUMN SCHEDULE) d VERIFY DRILL 5" INTO EXISTING WALL AND EXISTING SET # 5 X 12" DOWEL IN HILTI d FILLED CELL, HT-HY 150 EPDXY GROUT OR EQ.. IF NOT AT 18" O.C. EXISTS, ADD PER DETAIL 4 MIN, 48" BAR OVERLAP #5 x 42" LONG DOWEL. DRILL MIN. 12" INTO EXISTING CONC. DRILL THROUGH CENTER OF EXISTING CONC. CURB AND SET w/HILTI HIT-HY 150 EPDXY -TIE a EXISTING ANCHORING ADHESIVE OR EQUAL MASONRY PROVIDE HOLE WITH 3/4" DIA. DRILL BIT WALL (SEE ADHESIVE ANCHORING INSTALLATION NOTE). NEW CONC. FOOTING (SEE PLAN) d d e d . d as °d Q'd ° °6" DRILL INTO EXISTING BEAM AND SET 2 # 5 X 30" DOWEL EXISTING FOOTING IN HILTI HT-HY 150 OR EQ. EPDXY GROUT CONCRETE START-UP C 0 LU11M N D TL. SCALE: N.T.S. FOOTING SECTION AT ENTRY FEATURE FRAMING #7's ral 16" O/C MAX. w/STD 4" CONC. OFFSET AT 36" ACI HOOK INTO SLAB RECEIVING DECKDOCK DOOR SILL (3) #5 CONT. MIN. 4"x4"xi/4" 44 (SEE PLAN) CONT. STL. ANGLE w/1/2" DIA NELSON 6" CONC. SLAB STUDS rd 24" O/C (SEE PLAN) EMB, INTO CONCRETE \ \v, FILLED CELL W/ 111 #7 516" 0/C MAX. 3/4" ACI HOOK AT ° d w/STD FOUNDATION CMU a 8 WALLLU 11 j\\\j\ 3/4" STUCCO (MIN 2 COATS) - DRIVEWAY SEE ARCH. FOR SPEC'S\ MIN. 48" BAR OVERLAP #9 GAGE HORIZONTAL, LADDER TYPE, JOINT 4' REINFORCING, 16" O.C. VERT. (TYP.)WALL\FOO\ING\\\//\/ NEW STOREFRONT WINDOW/DOOR SYSTEM SEE PLAN AND MANUFACTURER'S SPECIFICATION EXISTNG CONC. SLAB EXISTING CONCRETE PAD FOOTING SCALE: N.T.S. STEEL STUB COLUMN (SEE PLAN) d HORIZONTAL L 3"x3"xi/4" BRACE SEE ENTRY FEATURE FRAMING PLAN ON SHEET S-3 LEVEL II SCALE : 3/8"=V-0" DOUBLE WIRE MESH 3'-0" FROM EDGE FINISH FLOOR LINE SCALE: N.T.S. BOTTOM PLATE PLATE (TOP VIEW) NOTE PROVIDE 7/8" DIA. HOLES FOR 3/4" DIA. BOLTS WITH MINIMUM 6" EMBEDMENT INTO CONC. - ALL EXPANSION BOLTS TO BE HILTI KWIK BOLT III OR EQUAL - ALL THRU BOLTS TO BE ASTM A325. - ALL STEEL PLATES TO BE ASTM A36. - 1/4" FILLET WELDS, ALL AROUND FOR PLATE AND COLUMN CONNECTIONS. - ALL BOLT HOLES TO BE 7/8"0 FOR 3/4"0 BOLTS. - MIN. EDGE DISTANCE TO BE 2" - STEEL COLUMN TO BE CONCENTRIC ON PLATE - ALL STEEL COMPONENTS SHALL BE GALVANIZED PLATE v EMBEDMENT INTO CONC. BOTTOM PLATE (SIDE VIEW) L 8"x8"x1/2". LONG STL. T PLATE BOTTOM PLATE (SECTION) TYP. STEEL COLUMN TO TOP OF CMU WALL CONN. SCALE N.T.S. NEW HSS STEEL COLUMN FOR FRONT ENTRY FEATURE SUPPORT FRAME (SEE PLAN FOR LOCATIONS) NEW CONCRETE TIE BEAM (TB-1) AND NEW EMB. PLATE FOR STEEL ROOF JOISTS SEE DETAIL 3/S-7 FOR EMB. PLATE FOR STEEL ROOF JOISTS INFO. PLACE NEW 8" CMU WALL AFTER INSTALLATION OF NEW STEEL BEAM. REINFORCE w/#5's rd 24" O/C IN GROUTED CELLS. TACK WELD STD REBAR HOOK TO STEEL BEAM. SEE DET. 5/S-8 3/4" DIA. NELSON STUDS raj 24" O/C NEW STEEL BEAM ABV. NEW STORE FRONT WINDOW/DOOR SYSTEM (SEE PLAN) SECTION 6"x16 GA VERT, METAL FRAME rd 16" O/C (TYP.) BETWEEN STEEL COL.'S 19'-2" T.O. EXISTING CONC, TIE BEAM MATCH EXISTING (VERIFY) TEMP. STRINGER SHORING BEAM \ (SEE SHORING PLAN) EXISTING STEEL ROOF JOISTS SHORE & JACK EXISTING ROOF STRUCTURE DURING INSTALLATION OF NEW STEEL BEAM. USE PRECAUTION DURING THE OPERATION. AVOID SUDDEN AND HIGH IMPACT LOADING DURING INSTALLATION THAT MIGHT DISMANTLE OR DAMAGE STRUCTURAL COMPONENTS NEW STOREFRONT WINDOW/DOOR SYSTEM SEE PLAN AND MANUFACTURER'S SPECIFICATION NEW CONC. SLAB (SEE PLAN) NEW CONT. CONC. WALL FTG. (SEE PLAN) SCALE 3/8"=V-0" TXfLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax Prof. Mgr. JU Job. Capt. SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA RIBLL AR 0016160 r o w z w U w v w O H O w H z W, z W U O¢ a p Q 0 O U_ < a 0 ofV O U p= Z 1- W m W X ¢m O= V O m m m X 0 z Z= P Z W Q U z o z W it > O W W 0= } O Z U} m F W Y W O W z 0 W F¢ w Z ZO O Z m U X 0 as OF Z z= a m z z p V 0 0 a- = 2 W z o} z 0 of IL w 3 ¢ w x a W F_ o m} r- z F W W x s m Z~ ��zo}xrLo W¢ w H 0 w L)z X U m a O Z w w = Z F O F w 1 QO w �- _ zW L) p x O O W O o 0v- U 2 �=�W °w�W wxoowv aa F- F- OooF a z zo z5 z Qn © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO RsvTeione: GENERAL REVISIONS (09/30/2013) AS BUILT (04/24/2014) CADFILE No. p'� MIT MNI a II M O � � AA O a aw�a 11-0 r' O N � L O 0 J �W /� tRvi M W C L M m N C O N C N 2 Q W ' � Lo N p E C Cu u E rlC L O n/O m L 00 C r O CD O Lo Lo � co U �- 0) N LO U i m Sheet title Scale: Date: Sheet No. 5-5-2014 Project No. 12-027S�5 OVERSIZE HOLES AND PLATE WASHERS FOR BASE PLATES BOLT DIAMETER HOLE DIAMETER PLATE WASHER BOLT DIAMETER HOLE DIAMETER PLATE WASHER 3/4" 1 5/16 5/16"x3"x3" 1 1/2" 2 5/16" 7/16"x5"x5" 7/8" 1 9/16" 5/16"x3"x3" 1 3/4" 2 3/4" 7/16"x5"x5" 1" 1 13/16" 3/8"x4"x4" 2" 3 1/4" 1/2"x6"x6" 1 1/4" 2 1/16" 3/8"x4"x4" 2 1/2" 3 3/4" 1/2"x(3"x6" STEEL COLUMN / BASE PLATE SCHEDULE MARK COLUMN SIZE BASE PLATE ANCHOR BOLT REMARKS A B T E D C1 HSS 4"x4" 8" 8" 3/4" STUB COL. C2 HSS 5"x5" 12" 12" 3/4" 10" 3/4" GALV. C3 HSS 6"x6" 14" 14" 1" 13" 1" GALV. C4 HSS 8"x8" 16" 16" 1 1/2" 13" 1" GALV. C5 HSS 10"xB" 18" 16" 1 1/2" 13" 1" GALV, NOTE 1: ANCHOR BOLTS SHALL BE ASTM A36 U.N.O, THREADED EACH END WITH NUT AT BOTTOM. TACK WELDED SECURE. PLATE WASHER AT BOTTOM NUT SHALL NOT BE REQUIRED. CONFORM TO CHART a DOWN FOR EMBEDMENT, UNLESS NOTED OTHERWISE IN SCHEDULE ABOVE. BOLT TYPE MATERIAL MINIMUM EMBED. LENGTH MINIMUM EMBED. EDGE DISTANCE A307, A36 12d 5d > 4 IN. A325, A449 17d 7d > 4 IN. BASE PLATE DETAIL N.T.S. "d" (BOLT DIA) PLATE WASHERS a (SEE SCHEDULE p Lu FOR SIZE) CL C� z a- Cf)- (3) HEX NUTS Q" PER BOLT T/CONC z Lu NOTES: Lu o w 1. ANCHOR BOLTS SHALL BE ASTM F1554 (GRADE 36) UNO, THREADED EACH END w/NUT AT BOTTOM, TACK -WELDED w SECURE. PLATE WASHER AT BOTTOM NUT IS NOT READ. _ CONFORM TO CHART FOR EMBEDMENT UNLESS NOTED N OTHERWISE. ATACK _z 2. MAX. EMBEDMENT "E" = (FTG THICKNESS) - 5 OR PEEN B/GONG 3. PLATE WASHERS SHALL HAVE HOLE w/DIAMETER ANCHOR BOLT DETAIL EQUAL TO BOLT DIAMETER + Y16". N_T.5. SEE PLAN TIE -BEAM REINF DOWELS W/ST HOOK TO MATCH VERT. REINF. TYPICAL TIE COLUMN DETAIL SCALE: N.T,S. SQUARE EDGE JOINT (RUB FINS OFF 1st POUR BEFORE 2nd POUR IS MADE) LATER SAWCUT JOINT 1" DEEP TO PROVIDE GROOVE FOR SEMI -RIGID EPDXY. SEE NOTES. TYP. "SAW -CUT", "xYa"SLAB DEPTH w � NOTES: 1. USE SMOOTH DOWEL w/PROJECTED NOTES: 1. CUT WITHIN SAME DAY OF SLAB PLACEMENT END COATED TO PREVENT BOND. 1. SEMI -RIGID EPDXY SHALL BE SEE SCHEDULE BELOW. 2, PLACE REINF. Y SLAB DEPTH FOR SLABS PROVIDED IN CONSTRUCTION & GREATER THAN 5 1 Yz" CLR FOR SLABS 5 SAWCUT JOINTS. EPDXY SHALL 2. REINF. NOT SHOWN FOR CLARITY. BE MM80 BY DISCONTINUE REINFORCEMENT fd JOINT. 3. SEE SEMI -RIGID NOTES THIS DTL. METZGER/McGUIRE SAWCUT JOINT OR EUCO 700 BY EUCLID. 2. CONCRETE SHALL AGE A MINIMUM OF 45 DAYS, CHASE THE JOINT WITH A CONCRETE SAW AND BLOW CLEAN W/COMPRESSED AIR 3. USE BACKER ROD TO CREATE VERTICAL DAM AT EACH END OF THE LEG TO BE FILLED, DO NOT USE BACKER ROD AT THE BOTTOM OF THE JOINT. 4. LEAVE THE SURFACE CROWNED AND GRIND FLUSH SMOOTH DOWEL: SCHEDULE SLAB DEPTH (IN) DIAMETER (IN) TOTAL LENGTH (IN) SPACING C/C (IN) 5 5/8 12 12 6 3/4 14 12 7 7/8 14 12 8 1 14 12 9 11/8 16 12 10 11/4 16 12 AFTER IT HAS HARDENED. CONSTRUCTION JOINT - DOWELLED (-,--�SLAB ON GRADE DETAILS SCALE: N.T.S. TYP. 3/16" 2 1/2 JOIST GIRDER (SEE PLAN) REINF, SEE PLAN TOP BAR IF CALLED OUT SEE FDN SCH FOR SIZE & REINF. MONOLITHIC FOOTING BUILT UP ROOF SYSTEM ON METAL DECK. SEE PLAN ALL POINTS OF FOR GAGE AND CONTACT ATTACHMENT. 1/4" STEEL JOIST -SEE PLAN L2x2x3/16 MIN. BOT. CHORD BRACING TO BE SPECIFIED AND SUPPLIED BY JOIST GIRDER MANUF, IN ACCORDANCE WITH SJI REQUIREMENTS JOIST BRG. ELEV. SEE PLAN OIL UPLIFT BRIDGING SCALE: N.T.S, )ATION J DOTING SCALE: N.T.S. STEEL BEAM (SEE PLAN) PL 3/4"x10"x10 (4) 3/4" DIA. BOLTS (TYP. E70XX TYP, 1/c L 3"x3"x1/2"x10" LONG w/1/2" STIFF. PLATES fd BOTH ENDS & CENTER OF STL. COL, (TYP.) DRILL 7" INTO EXIST. CONC. BEAM ABV. SAW -CUT AND CAREFULLY AND FTG. BELOW REMOVE INT. FACE AND AND SET #5 x 4'-0" WEB OF EXIST, 8" CMU DOWEL, SET WITH HIGH STRENGTH #7 IN GROUT EPDXY GROUT FILLED CELL FILLED CELL DTL AT EXIST. CMU WALL DRILL 5" INTO EXIST, SLAB AND SET #4X12" REBAR EPDXY GROUT 18" 0. C. EA. S STAGGER XISTING SLAB & SOIL 5Iur v TOP C STD HOI J011 OTHER CONT. F (SEE F SCALE: N,T.S. PROVIDE MIN. 12" WIDE TRENCH FOR NEW PIPES OR CONDUIT, NEW CONC. FILL W/ ONE LAYER 6"X6" 1.4W/1.4 W.W.M. & MIL VAPOR BARRIER FLUSH W/ FINISH FLOOR. FOUNDATION NOTES: 1, PROVIDE MINIMUM 2500 PSI CONCRETE FOR PLUMBING TRENCHES. 2. AFTER COMPLETION OF UNDERGROUND PLUMBING WORK PROVIDE CLEAN COMPACTED TERMITE TREATED FILL PRIOR TO SLAB REPAIR. 5/16" STL. STIFFENER PLATS AT CENTERLINE OF STEEL COLUMNS ON BOTH SIDES (TYP.) _10"x10"x3/4"" CAP PLATE SECTION VIEW - 1/4" FILLET WELD ALL AROUND STEEL COLUMN (SEE PLAN) -'' SCALE: N.T.S STEEL BEAM (SEE PLAN) 5/16" STL. STIFFENER ^PLATES AT CENTERLINE OF STEEL COLUMNS ON BOTH SIDES TYP. SCALE: N.T.S. 16"x12"x3/4" EMB. STL. PLATE w/(10) 3/4" DIA. X 6" HEADED STUDS (2) 3/4" DIA. A325BOLTS IN LSL HOLES, FINGER -TIGHTEN THEN d<4 PEEN THREADS d d YP. a 1/4" e ` A A a TYP. CL PL d d TYP. N !_ 1/4" W10x39x6" LONG ° $ ° a JOIST GIRDER W 0 PL 3/4"x6X0'-6" W d a° CL PL N i d - 16"x12"'x3/4" STL. PLATE ° w/(6) 3/4" DIAM, X 6" JST. GIRDER �, d; EXP. BOLTS NOTE: a' ° NO WELD SEE FRAMING PLAN (3 EACH SIDE) DIMENSIONS BASED ON 6" DEEP SHOE 1/4" 3 d' <d° 12"x12"x3/4" EMB. STL. PLATE w/(4) 3/4" DIA. X SECTION A -A 6" HEADED STUDS JOIST GIRDER EXTERIOR CMU WALL CONNECTION 12 SCALE: N.T.S. 5/16 PL STIFFEN WEB LINING 1 CONNECTION. AT - ICAL BAR ERED .LED CELL ELS SAME AS ICAL BARS AR LAP 30" 36" 42" 48" SCALE: N.I.S. SECTION as BLOCK OUT SCALE: NTS SECTION @ BLOCK OUT THRU BOLTS (TYP.) : TENA - am SCALE: NT.S. JOIST (2) 3/4" DIA. A325 GIRDER BOLTS PER GIRDER BOLTED TIE / JOIST PER SJI & OSHA-7 1/4" 3 TYP. JOIST 1/4" UPLIFT BRIDGING 3 PER S.J,I (ANCHORED rd ENDS) STABILIZER PL 3/x4x0'-7" (DO NOT WELD TO BOT. CHORD), PROVIDE 13/16" DIA. HOLE FOR GUYING/PLUMBING CABLES CAP PL 3/4" x (GIRDER SEAT WIDTH STL. COL. (SEE PLAN) OR COL SIZE ((WHICHEVER IS GREATER) + 1" ) x (COL SIZE + 6") SECTION AT JST. GIRDER T SS COLUMN ALL CONTACT PT, TYP, 1/4" JOIST BRG. ELEV. a.. SEE PLAN TIE BEAM SEE PLAN SCALE: N.T.S. CONT. L 4"x4"xy" w/ %8" DIA. EXP, BOLTS Fa 16" O.C. INTO TIE BEAM ROOFING SYSTEM ON METAL DECK. SEE PLAN FOR GAGE AND ATTACHMENT. `—X-BRIDGING FOR 2 END BAYS, HORIZ, THEREAFTER 8" CMU STEEL JOIST (SEE PLAN) 2 1/2"x2 1/2"x1/4"xJST. DEPTH w/(2) %" DIA. EXP. BOLTS INTO GROUTED FILLED CELLS, TYPICAL SECTION AT K-J IST PARALLEL TO WAL SCALE: N.T.S. SCALE: N.T.S. TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 /05/ ) Ll (561) 756 4106 (561) 479 3743 fax Prof. Mgr. JU Job. Capt. SG Drawn by JT RON BARR, A.I.A. Revd bg STATE OF FLORIDA � AR 0016160 W 0 co o z L) O O z m,w ow W 0 z Q U Q j 4 w 0 0 U Oca O w 0, a 0 w O? U 00 = z O w w w X 0 m F- 2 U O m m z w U m w F- z Z x 0 w F c~i� z Q OU 2 w K w Ow w w Z } W i z o LL 7 Z O OO o= O ~ a W Z Z F 0 m ww j a O g w z=� a 0 a= ': Orr w w z OU w V 0>_ z_ U Z f Z a w w D Q Y W E 3 a w 3= o , w� z u~i Z� w¢ z F w W F- -" z 0} W O w F p w 0 v¢? o 0 0 W Z ¢ a F O a 0 r w O D 0 as U a U w 0 0 z L) p z= O H O ~ w0 90R U= E- w z o 5 v o z a of m O= 0 it w w c~» F- a Cn a F- a F- Z o w F- z Z Z a © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO ReviSTons: 10 GENERAL REVISIONS (09/30/2013) AS BUILT (04/24/2014) CADFILE No. !-11 IRT to M a M o <C ►� . A A �w04 orw�a r' o w Sheet 'title Scale: Date: Sheet No. 5-5-2014 Project No. 12-027S�6 0 CONT, TIE BEAM, SEE PLANS AND SCHED. FOR SIZE AND REINF V. HORIZ. CORNER UR-O-WAL LADDER PLACE METAL LATH/CAVITY CAP OR WIRE - R, OR SIMILAR) (EVERY SCREEN OVER CELLS NOT TO BE FILLED WITH GROUT (SHEET METAL AND FELT PROHIBITED) TERM., VERT. WALL REINF. IN STD. 90° HKS. GROUT -FILLED CMU CELLS, PLACE GROUT IN LIFTS NOT TO EXCEED 4 FEET; PUDDLE 9 GAGE GALV. HORIZ, JOINT REINF. fd OR VIBRATE IN PLACE 24" (DUR-O-WAL LADDER TYPE, OR CMU CELLS CONTAINING REINF. SHALL BE SIMILAR) (EVERY THIRD COURSE) FILLED SOLIDLY WITH GROUT; VERT. CELLS SHALL PROVIDE A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS, AND AT LEAST 2" x 3" IN SIZE VERT. REINF. IN GROUTED CELLS, SEE PLAN FOR SIZE AND SPACING, PROVIDE TYPICAL JOINT REINFORCEMENT DETAIL MATCHING FDN, DOWELS, LAP SPLICE a AT CORNER 48 BAR DIA. CONCRETE CMU UNITS (CMU), COMPLYING WITH ASTM C-90, IN RUNNING BOND, WITH 3/8" JOINTS PREFAB. 9 GAGE GALV. HORIZ. "T" WALL INTERSECTION JOINT REINF. fat 16" (DUR-O-WAL LADDER TYPE R) (EVERY FACE SHELLS WITH TYPE M MORTAR; PLACE MORTAR ON CROSS WEBS ADJACENT TO CELLS WHICH WILL BE GROUTED TO PREVENT LEAKAGE AGE GALV. HORIZ. JOINT REINF. IaH (DUR-O-WAL LADDER TYPE, OR LAR) (EVERY OTHER COURSE) TYPICAL JOINT REINFORCEMENT DETAIL AT WALL INTERSECTION G TYPICAL RE I MU WALL CONSTRUCTION SCALE: N.T.S. SET FIRST COURSE IN FULL MORTAR BED CLEAN -OUT OPENINGS AT GROUT FILLED CELLS, REQUIRED IN WALLS OVER 4 FEET HIGH FOUNDATION, SEE PLAN AND SCHED. FOR SIZE AND REINF, TYPICAL REINFORCED CMU WALL CONSTRUCTION THIS DETAIL IS APPLICABLE TO MAX. OF EXISTING CONCRETE 6'-0" HEIGHT AND 6'-0" WIDTH TIE/BEAM PROVIDE ONE COAT OF PROVIDE 1"x16 WATERTIGHT SEALANT 0 GAUGE x 6" LONG PRIMER AT REPAIR AREA DOVETAIL (BENT INSTALL STUDS %" {� 2"x4l CONNECT PATCH & REPAIR DRYWALL SHORT fo3 HEAD 6", 16" GA., CONT. TRACK WITH ONE DN-SERIES AT INSIDE OF OPENING INTO TRACK TO ALLOW W/(2) 1/8" DIA. RAMSET HILTI POWDER SEE ARCHITECTURAL FOR FOR POWDER DRIVEN ACTUATED PINS, WALL WATERPROOFING VERTICAL DEFLECTION FASTENERS Id 6" O/C SPACES AT 16" C/C ATTACH METAL STUDS TO ALL AROUND CONT, 16ga TRACK TRACK w/(2) #12-14 METAL SCREW TO BOTH SIDES (TYP. (al EACH EXISTING CMU EXISTING CMU INTERSECTION) MORTAR SPECS: INFILL 8" MASONRY BLOCK AT 12 GA. 6"x6" CLIP ANGLE w(2) 1/8" TYPE S MORTAR SHALL BE USED EX, WALL UNIT OPENING. SET DIA. RAMSET POWDER DRIVEN EXCLUSIVELY ON THIS REPAIR. WITH TYPE S MORTAR (SEE FASTENERS & (4) #12-14 METAL MORTAR SHALL BE PROPORTIONED & SPEC'S BELOW) PROVIDE NO. 9 SCREWS TO EACH STUD (TYP. AT MIXED HORIZ. & VERT, MORTAR JOINTS GAsUGE DOR-O-WALL EVERY TOP BOTTOM OF EACH STUD) SHALL BE 3/8" THICK U.O.N REMOVE OTHER COURSE AND #5'S r MORTAR PROTRUSIONS THAT EXTEND 32" O/C (DRILL 6' INTO 6'x16ga METAL STUDS rd 16 O/C INTO CELLS TO BE FILLED. EXISTING CONC. BEAM ABV. AND FTG. BELOW AND SET #5x3'-0" DOWEL, SET WITH TYP. IVIU WALL CL �SE -U TL. AT H_Y-15L)_HILTIEPDXY OR METAL STU C AI WALL TAIL 1 L QUA �+ ROOFING SYSTEM ON METAL DECK SEE PLAN FOR GAGE AND ATTACHMENT, OIL TOP OF PARAPET WALL SEE PLAN ., 8"x8" CONC. CAP. w/#5 4. VERT, U 24" O/C (WHERE APPLICABLE) 8" CMU WALL TYP. 1/4" 2 1/2" OIL JOIST ERG, ELEV. SEE PLAN a a a TIE BEAM d SEE PLAN - --------- SCALE: N.T.S. TOP VIEW SIDE VIEW 6" N 1 1/2" 3" 1 1/2" 1/2" T c\j - 11 3/4" DIA x 5" HS'S (TYP. lal EACH JOIST) EMBED. PLATE - STEEL JOIST (SEE PLAN) 8" CMU BOTTOM CHORD EXTENSION AT BOLTED TIE -JOIST ONLY L 6"x6"x1/2"x8" w/(2) 1/2 DIA HILTI HIT HY20 MASONRY ANCHORS. (AT BTJ LOCATIONS ONLY) S T1 @ -JOIST BEARING SCALE: N.T.S. 8" X 8" PRECAST CONCRETE FILLED LINTEL W/0) #5 REBAR REBAR IN CONCRETE FILLED CELL CONTINUOUS FROM FOUNDATION TO CONCRETE BOND BEAM ALL SPLICE 48 BAR DIA. MIN. (SEE FILLED CELL fa CMU WALL DETAIL) NOTE: ALL PRE -CAST KNOCKOUT 3" X 5" PRE-FAB LINTELS ARE BY KNOCKOUT AT LINTEL TO CAST-CRETE I ALLOW FILLED CELL TO DIVISION OF FECP �� CONTINUE BEAM ABV. (TYP. SEE SHOP ��! EA. SIDE) DRAWINGS �- TYP . TAIL AT LI L A SCALE: N.T.S. Cor TOF 12 GA. 3"x3" CLIP 1/8" DIA, RAMS DRIVEN FASTENERS METAL SCREWS TO (TYP. AT TOP BOTTC 3 1/2'x STUDS CONT, BASE 3 1/2", 16" GA., CONT. TOP TRACK ATTACH 4" CLR. TO (END TOP BAR) COL. HOOKS 'E' BAR STD S-1'/4 STD, 90° HOOKS 1 STD, 90' HOOK —'C' BAR (TOP) SEE NOTE 1 'S-2'/4 OR CANTILEVEER SPAN WHICHEVER IS 1. WHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED 48 TIMES BAR DIAMETER IN MIDDLE 1/3 OF SPAN, INTERMEDIATE 2. FOR STIRRUP SPACING ('S') AND INTERMEDIATE REINFORCING BARS SEE BEAM SCHEDULE 3. 'S' DENOTES STIRRUPS SPACING 4. 'S-1' DENOTES SPAN LENGTH AM IBIENDING DIAGRAM SCALE: N.T.S CONT. 16ga VERTITF (2) #12 SELF DRILLING SCR AT EACH w/ MIN. %" EDGE DISTP —STEEL BEAM (SEE PLAN) ATTACH 3Yi"x16ga METAL STUDS fd 16" O/C----' VERTITRACK TO STL. BEAM w/(2) 0.145 DIA. PAF WITH FULL PENETRATION (2) #12 SELF DRILLING SCREWS TO THICKNESS AT EACH STUD na 12" O/C AND w/ MIN. %" EDGE DISTANCE 3" AWAY FROM ENDS. CONT, 16ga VERTITRACK SECTION A � SILL BEAM SCALE: N.T.S. METAL STUDS TO TRACK w/(2) #12-14 METAL SCREW TO BOTH SIDES (TYP. fd EACH INTERSECTION) APA RATED CDX PLYWOOD SHEATHING 40/20 5/8" EXPOSURE 1, CONT, OVER TWO OR MORE SPANS ON BOTH SIDES 12 GA. 3"x3" CLIP ANGLE w/(3) OF WALL. PROVIDE W/ MIN. OF #12-14 SELF TAPPING METAL 2x4 EDGEWISE BLOCKING AT ALL SCREWS TO EACH STUD AND HORIZ. PANEL JOINTS. FASTENED TRACK (TYP. AT EACH STUD) fcD 4" O/C FIELD AND EDGES PROVIDE 2"x14 GA DIAGONAL STRAPS ON BACK OF STUDS. 3 1/2", 16" GA., C0NT. ATTACH TO EACH STUD w/W #10 BASE TRACK W/(2) 1/8" TEKS (2 LINES OF "X" BRACING x DIA. RAMSET POWDER 20'-0" SPANNING TOP TO BOTTOM) DRIVEN FASTENERS 5 6" O/C ATTACH METAL STUDS TO TRACK w/(2) #12-14 JOIST BAG. METAL SCREW TO BOTH ELEV, SEE PLAN SIDES (TYP. fat EACH INTERSECTION) 6"x16 GA STUDS fal 161, O/C 6"x16 GA rd 16" O/C STUD WALL 6" HIGH w/6"x16 GA TRACK TOP AND BOT. SECURE EACH STUD w/W #12 TRACKS TO EACH TRACK (TYP.) 6"x16 GA CONT. TRACK w/(2) #12 TO METAL DECK Fd 6" O/C (TYP.) E) STL CL LL w Q z 0 Ir O 0 U COLUMN STANDARD HOOK INTO BEAM (TYP.) STD. 90' HOOKS 1 1/2' 'E' BAR STD. 90' HOOKS 6- 1� 1/2" MIN. TYP. NOTES: BOND BE/ (SEE PLA VERT. R IN CONCI FILLED CONCRETE FOOTING, SCALE: N.T.S. tn" TYP ~ PLAN V I E UU A I H I U ANGLE FRAME (FOR 1400# UNIT) SCALE: N.T.S. FOR A/C UNIT OVER 2'-8" HIGH, PROVIDE ADDITIONAL 2" WIDE GALV. STRAPS OVER UNIT FOR WIND SUPPORT AT EACH END, SECURE END OF STRAPS W/W #14 X 1" TEK SCREWS TO EXISTING CURB, I I FASTEN 2" WIDE x 18 GAUGE GALVANIZED TIE -DOWN I STRAP, SECURE w/(4) 1/4-14 x 1" TEK SCREWS TO EXISTING I ( CURB AND EQUIPMENT CASE, PROVIDE STRAPS AT EACH ROOF TOP I ( CORNER AND AT 24" O/C BETWEEN CORNERS TYP, AT A/C UNIT ALL FOUR SIDES (MINIMUM 3 STRAPS PER SIDE) ROOF TOP CURB 3/8 1. DIA, LAG BOLTS 4" FROM EACH CORNER & (MIN. 18 ga) T MAX 24" O/C (MIN 3 PER SIDE) TYP. ALL 4 SIDES t7 �zU w Lu o zw� Q 3:Lu EXISTING ROOFING � n_W0 ----------- O A/C SUPPORT 18ga x 2" STRAP fa 24" 0/0 (3 FRAME REINFORCE TOP & BOTTOM METAL DECK MIN PER SIDE) TYP. ALL 4 SIDES CHORDS w/(2)-3/4" DIA. RODS SEE PLAN FASTENEN TO CURB w/(4) (SEE DETAIL 4/1) 1/4-14x1" TEKS AND w/(1) 1/4" DIA, EXISTING STL. BOLT WASHER AND NUT TO STL. JOIST ANGLE SECTION A -A TYPICAL RTU TO EXISTING CURB ATTACHMENT DETAIL SCALE: N.T.S. STEEL JOIST - SEE PLAN EXISTING STEEL BEAM—` J (SEE PLAN) JOIST GIRDER (SEE PLAN) J SECTION AT BEARING CANTILEVEREDWALL (PA APET)T STL. BEAM WALL AT JOIST ER SCALE: N.T.S. SCALE: N.T.S. 6", 16" GA., CONT. TRACK a 5/8" PL STIFFNER a0 COL. CL W/(2) 1/8" DIA, RAMSET AT BEAM BRG. POINTS OVER POWDEP STEEL COLUMNS FASTENERS r ATTACH METAL S' TRACK w/(2) #12-1 SCREW TO BO- (TYP. INTER; 6'x16ga METAL STU CONT, 16ga 6 16" GA., CONT, TRACK W/(2) 1/8" DIA. RAMSET POWDER DRIVEN FASTENERS fd 6" O/,C ATTACH METAL STUDS TO TRACK w/(2) #12-14 METAL SCREW TO BOTH SIDES (TYP. fc-0 EACH INTERSECTION) STEEL BEAM—! (SEE PLAN) METAL STUD CURTAIN WALL CONN. DETAIL STEEL BEAM (SEE PLAN) 12" x 12"x 1 1/4" TOP PLATE 1/4" FILLET WELDS ALL AROUND BEAM TO TOP PLATE STEEL BEAM ISEE PLAN) (� E70XX TYP, E70XX TYP. 1/4" 1/4" L 8"x8"x3/4"x12" LONG L 8"x8"x3/4"x12" LONG w/1/2" STIFF, PLATES fd w/1/2" STIFF. PLATES fol BOTH ENDS & CENTER BOTH ENDS & CENTER OF STL. COL. OF STL, COL, HSS STL. TUBE COL. (SEE PLAN) SECTION AT STEEL COLUMN (MIDDLE) � P1 ADD STIFFENER ANGLES IF DIMENSION IS GREATER THAN 0" Q JOIST TOP CHORD PANEL POINT SCALE: N.T.S. PANEL POINT (WHERE DIAGONAL WEB MEMBERS INTERSECT CHORDS) SECTION B-B CONCENTRATED LOAD FROM SUPPORT ABOVE REINFORCE TOP CHORD w/(2)-Y4" DIA. RODS (SEE DETAIL 4/1) 3/16 TYP. TOP CHORD WEB MEMBER REINFORCE BOT, CHORD BOTTOM CHORD w/(2)-Y4" DIA. RODS (SEE DETAIL) ADD L2x2x 31, EA. SIDE STIFFENER ANGLE IF RTU FRAME ANGLE BEARS ON JOIST FURTHER THAN 0" FROM THE NEAREST TOP CHORD PANEL POINT. TYP.CONCENTRATED LOAD REINFORCINGcALE: N.T.S. VERT. REINF, IN CONCRETE FILLED CELL. TYP. fla EA. END Proj. Mgr. JU Job. Capt. SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA RB AR 0016160 O m o wo QpQO FV Wa 0 O� 10 O= z O o w m w mw aq mFx x O z w z w WW O �� O wQz =U > w u- co Ill Z ,p Y o o o°a uj LL? a z 0z o m 6 z= o 3 m a� Z O� O 0 2 Ox z� O o 0. K� H U a >- z U O x x z m W= o m' m� m¢ z z m n Z O F- �' - L) m= w V OU Lu w F O 0 w� O z -- a x z Z o w o w= U w z4 U z x LOU =U O oO�- U m Ja 0z � O O L P pC zU o Umx x0o z a. X w = v= oIll Ux z W w w F- 0 ¢ m¢ F¢i- z o of P z z 0 z¢ COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: Z1 GENERAL REVISIONS (09/3.0/2013) �2 AS BUILT (04/24/2014) CADFILE No. H a M � M o x .� A�2 0.4 O �w04 Cw 0 '41�V r 1 OH a O Sheet Title L O 'i N (1) 0 M (0 C co co N c 'o N 'c T U N a w` .cu 41 l0 a� f0 � E 0) 1 m W E u L O O M L_ LLJ 4" co c O U it 0 LO +r r 0) a) :t� L tci TAYLAN KALKAN, P.E. Date: -Sheet No. ENGINEERING PLUS 5 - 5 - 2 014 EL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE Project No. y 0T (561) 479 3743 fax 12 - 0 2 7 (561) 756 4106 SCALE: N.T.S. SCALE: N.T.S. SCALE: N,T.S, 0 TYf TYP EX TYPICAL BRIDGING DETAIL v r REINFORCE WEBS 1 % x 1 /l/2 x Y16 EA. WEB HERE SHOWN. PANELS 1-11 )IST f YP. (SEE DETAIL 1/S-8) TYPICAL SCALE : N.T.S. LINFUHUL BU I I UM UHUHU w/(2)-%4- UTA. HUU5 (SEE DETAIL 3/S-8 & 3A/S-8) PURPOSE OF THIS SKETCH IS TO GIVE GENERAL IDEA OF REINFORCEMENT REQUIREMENTS. 2 ACTUAL JOIST WEB CONFIGURATION MAY DIFFER EXISTING DECK S PROVIDE 8" CONT. WELD EACH 2-12 EA. END SIDE, GRIND TYP. . 3/16 2 3/16 US 3/4" DIA. ROD TO REINFORCE EXISTI G JOIST TOP CHORD (TYP, THROUGHOUT ENTIRE TOP CHORD) SPLICE ROD AS REQUIRED A2 USE 3/4" DIA. ROD TO REINFORCE STEEL ROUND EXISTING JOIST BOTTOM CHORD ROD (SEE (TYP. THROUGHOUT ENTIRE BOT. CHORD) DETAIL) Fy-50 ksi SPLICE ROD AS REQUIRED ROD SPLICE DETAIL PROVIDE 8" CONT. /� (3 A 3/16 WELD EACH SIDE, 2-12 EA. END SCALE N.T.S. EXISTING JOIST SCALE : N.T.S. LOCATE EXACT POSITION OF EXISTING REINFORCEMENT BARS. DO NOT CUT OR DAMAGE EXISTING REBAR TYP 1/4 0. EXISTING. ° CMU WALL C STEEL BEAM WEB 0 o fl L 4"x4"x3/8" x 8" LONG BOTH SIDES T Y P>- -� 1/4" L 4"x4"x3/8" x 8" LONG BOTH SIDES STL. BEAM (SEE PLAN) TYP} 1/4" 1/2" GAP (MAX) (SEE PLAN) TOP VIEW SIDE VIEW STEEL SEAM T CO NCRETE ® RETE SCALE: N.T.S. GENERAL SHORING` NOTES AND DETAILS SCALE : N.T.S. EXISTING ROOF DECK OPENING REPAIR NOTE: REINFORCE OPENINGS GREATER THAN THE WIDTH BETWEEN DECK FLUTES MADE BY OTHER TRADES, AS INDICATED ON THE CONTRACT DRAWINGS. 1. REINFORCE OPENINGS LESS THAN 15 INCHES (381 MM) WITH FLAT STEEL SHEET OF THE SAME QUALITY AS THE DECK UNITS, THICKNESS OF NOT LESS THAN 0.0358 (0.91 MM). PLACE STEEL SHEET OVER OPENING AND FUSION WELD TO THE TOP SURFACE OF THE DECK, IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND THIS SPECIFICATION, 2. REINFORCE OPENINGS GREATER THAN 15 INCHES (381 MM) WITH 3"x3"x 1/4" ANGLES OF A36 STEEL FRAMING AROUND THE OPENING TO THE ADJACENT DECK SUPPORTS IN ACCORDANCE, ATTACH WITH CONT. 1/4" FILLET WELDS, AND ADEQUATE TO SUPPORT THE LOADS THAT WOULD NORMALLY BE CARRIED BY THE DECK WHERE THE OPENING HAS OCCURRED. WELD THE DECK TO THE FRAME IN AS FOLLOWS 1-1/2" X 22 GA. VULCRAFT 1.51322 ATTACHED TO ALL ROOF SUPPORTS W/ 5/8" PUDDLE WELDS ON 36/7 LAYOUT AND (8) # 12 TEK SCREWS SIDELAP FASTENERS PER SPAN, PERIMETER WELD AT 6" O/C. VERT. BAR FOR /TOP OF STL. CONC. COL. 7 `BM. 3' LENGTH I. - (6) 3/4" DIAM. X 6" 2" WELD EXP. BOLTS EA. SIDE (3 EACH SIDE) TOF' VIEW REINF. STL, SHALL BE WELDABLE ASTM A706 GRADE 60 STEEL. EXISTING. CONCRETE BEAM / ASSEMBLYTYP. SHORING _ AM F EA. SIDE SIDE VIEW REBARWELDED SCALE: N.T.S. STRINGER BEAM ADJUSTABLE SCREW JACK FRAME COUPLING PIN RIVET AND HITCH PIN DOUBLE HOLE CROSS BRACE ADJUSTABLE SCREW JACK REINFORCING BARS WELDED TO STR, STL BEAM SHALL CONFIRM WITH A.S.T.M, A706, GRADE 60, LAP REINFORCING AS NOTED ON PLANS. BEND BAR AND WELD TO TOP OF STL. BM. VERT. BAR NO. AND LENGTH AS REQ'D. FOR LAP AT CONC. COL. REINFORCING BARS WELDED TO STR. STL BEAM SHALL CONFIRM WITH A.S.T.M. A706, GRADE 60, LAP REINFORCING AS NOTED ON PLANS. DENOTES: ®THYSSENKRUPPS SAFWAY-SF HEAVY DUTY SHORING FRAME OR EQUAL, SHORE FRAME 4'-0" O/C MAX. (UNLESS NOTED OTHERWISE SEE SHORING PLAN) LOCATED AS SHOWN ON PLAN (ULTIMATE CAP. MIN. 10000 LBS. AT 19'-0" HEIGHT) GENERAL SHORING NOTES: CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. CONTRACTOR TO MAINTAIN FLOORS 100% SHORED. CONTRACTOR SHALL ERECT FORM WORK IN STRICT COMPLIANCE WITH ACI 347. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. SHORING TO REMAIN IN PLACE UNTIL WORK IS COMPLETE ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 P.S.F. OF ADDITIONAL CONSTRUCTION LOAD. FOLLOW PROCEDURE RECOMMENDED BY POST SHORE MANUFACTURER AND OSHA REGULATIONS. DO NOT MAKE UNAUTHORIZED CHANGES TO SHORING PLAN AND EQUIPMENT, PROVIDE GUARD RAIL SYSTEMS ON ALL OPEN SITES AND OPENINGS IN FORM WORK AND SLAB. LATERALLY SUPPORT FORM WORK FOR ALL VIBRATIONAL AND MOTORIZED POURING LOADS. FASTEN ALL BRACES SECURELY, CHECK TO SEE THAT ALL CLAMPS, SCREWS, PINS ARE IN A CLOSED OR ENGAGED POSITION. AVOID ECCENTRIC LOADS ON U-HEADS AND TOP PLATES BY CENTERING STRINGERS ON THESE MEMBERS. AVOID SHOCK OR IMPACT LOADS. DO NOT PLACE ADDITIONAL TEMPORARY LOADS (SUCH AS REBAR BUNDLES), THE ERECTION OF SHORING SHOULD BE UNDER THE SUPERVISION OF AN EXPERIENCED COMPETENT PERSON. PLUM AND LEVEL ALL SHORING FRAMES, EXERCISE CAUTION IN ERECTING OR DISMANTLING FREE STANDING SHORES, TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax Pro j. Mgr. JU Job. Capt. SG Drawn bg JT RON BARR, A.I.A. Rev'd by STATE OF FLORIDA R5 AR 0016160 X O¢ m Q p j Q O 0 w 0 F a 0 U UO O p= z O w w a= O U m m X 0 z Z 2 Cp z w Q V O z 0 z � w~ z OU � w�> 'w Wcl) } w O O} Z~ o w 0 z o= F- it ¢ w z z 0 O m OU n LL D a O 2 Z= Z W Zi� a w Z zO zO V a0 0 0 EL= Q 0Y w Z F U O>-Z_ U 0�~ d w OU Ow 7= 0 z Y IX D Z m w Y H O I- w F- 0 IL w a w l = U z 0 N F 3 x o= ,) z w a Z z= n z 0 LL 7„ z O m 0 0 w w �- O w� U z T U X w w m Q w�- j O 9; 0 2 w w O= m U a U w U p z= z0 Q U= a o Oa: H o w o !- H w Z o U z U 2 O U w U a= z W x 0 zWO wa W = U= ~o � w w~ U a 0 a F a F- z o ir F z z z a O COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Revisions: 0 GENERAL REVISIONS (09/30/2013) AS BUILT (04/24/2014) CADFILE No. a M a M � AA O *D O H I ' O N � rA L O �L 0 N cD M CD C L c�i N c O N c � T � U 6 CL w, > cu W � Lo c: o E c cu uo c� E L o �O m i LL a--r r. O O Lo Lo :3 U T LO U L cu Sheet T1tle Scale: Date: Sheet No. 5-5-2014 Project No. 12-027 S�8 I m 0 u 5 4.1 4 3 2 1 NEW 1 / 1 E; f:AAI I WALL.` VVHLL/ J 1 CCI 134'-0" BEAM TO I 127' II REMAIN 4" 35'-8" 35'-8" 35' 4" 1 II 1 I I I I - II w II II II Wcr WII I�I I+I Y I,Imt {F__ 1 o I � o ICI � M o I� C0 o �� o I I �, o � '�� � i 7 +I 0 J. IfI 0 � ICI LL 0 EXISTING O O O STL, TUBE U I!I U IiI 0 NIII 1' N \O N TO REMAI I j EXISTING + cn o c~n o REMOVE EXISTING HSS o i I TUBE COL, N BEAMS T � � ICI Y (D� I I Y toSTL. v (I AFTER SECURELY SHORE Y co O w N w N EXISTING STRUCTURE w N I�I (I (I O -, z II LuII w z z II w • CL O NEW HSS J = II II II TUBE CC co il N 1 Y REMOVE EXISTING CMU REMOVE EXISTING CMU I N (I WALL/CONC. BEAM/CONC. II WALL/CONC, BEAM/CONC,, ICI I NEW HSS STL. COL. AFTER SECURELY ! COL. AFTER SECURELY z i! TUBE COL. SHORE EXISTING IiI NEW HSS STL, SHORE EXISTING 2I i!i NEW HSS STL. EXISTING STRUCTURE TUBE COL. STRUCTURE TUBE COL. BEAMS T 5'-0- 4'-0" - 4'-0" 5'-0" 5'-0" 4'-0" 4'-0"' 5'-0" 5'-0" 4'-0" 4'-0" 5'-0" NEW HSS 1------- - - - - - - - - - - - ---- - --- -- --- - -, I ------------- -_ - ------ - - - -- — - - -- -_ ---- — -- - - - - —AL -- ------ - - -— - ------ ---- — ---- — - - _ — - - ------ — -- - - TUBE COL --- =-- _ _ — _ _ — _ _ =-_ — _ _ — _ — _-- -- -- o o o N _ N FUTURE EXPANSION o I Em W-7 O O - � 1 N 1 1 N N _ II II II NEW HSS o T w o w TUBE CO z�ll z�ll zco �ll U)0II ��II X011 XO" X0 ' w� o o w o LU oa ------ - - - -- - II -- - - - - -- - - -- -- - -- - - II - - - -- -- - ---- -- - - ----- - - - - -- - -- - - - - -- - - - -- - - - - -- - -i ' - - -- 111 I � NEW STL o a , W21x62 I EXISTING HSS EXISTING HSS EXISTING HSS 34'-9" III STL, TUBE COL, ( STL, TUBE COL. STL. TUBE COL. I (i TO REMAIN TO REMAIN TO REMAIN , MW, TB1 II III � III Lu Lu 1 1 III � I11 III o C3 0 C7 NEW HSS TUBE CO i LL NEW HSS STL. I'I 0 I 0 O El TUBE COL. i I T 4"-0" 5'-0" o d 2 C7 C7 0 1- C oI'I III z � z � I z c� c 0,"50 c/) 1 I Q . I I Q 1 I Q c�1 w w w w NEW STL. U III w cc I w I ( a W21x62 III0 II0 II oIII o I I II III m III co co 0 Y Q z 0 0 O I N (, v w EXISTING HSS EXISTING HSS EXISTING HSS - - - - - - - - - - - -Ij ---z - - O _STL TUBE COL. - - - - - - - a - - - --- - - - - - 1 - -STL_. TUBE COL. - a O - - - STL. TUBE COL. - - - - - - - a - - - - - - - - - - _ o I, 0 0 z z TO REMAIN 0 TO REMAIN 0 TO REMAIN 0 O Ii I Q U) Q 0 z I � z CD z y 0 Lu z NEW � 1I+I O'Ir 0 X X X E COL Q Lu J 0 LL w a � 11 5'-0" �p� 0 o III o0 N III z�Q N Q 27'-4'" � to a � III II Lu Xww z o wcra NEW HSS STL. w w 1 a TUBE COL.ui I I I l l 7'-3•• o F3 h 1 -- --------------------- o L�J3 1 O O NEW S MT O U) III I I I °Ilo oIII �I co III III III z0)1 o �II�I III III �II , 0 X 1 X 1 1 1 1 NEW H o I I NII'I WII WII WII TUBE t N z O z 5'-0" �1 0 00 �I 1 �~ N �i io w a Lu IIM I II II Lu o z z'II I11 II fI - - - - - - 68'-8" I I I 139'-4" i PROVIDE SHORING & RE -SHORING SHOP DRAWING PLANS FOR REVIEW ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING INSTALLATION AS PER SHORING PLAN NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE REDUCED IN STRENGTH BEYOND THE SCOPE OF THIS PLAN WITHOUT CONSULTING ENGINEER OF RECORD. vJ,r_4 NEW EXISTING CMU Cmu WALL WALL TO REMAIN II I I -SHORING PLAN SCALE 1/8"=V-0" DENOTES; FqTHYSSENKRUPPS SAFWAY-SF HEAVY DUTY SHORING FRAME OR EQUAL, SHORE FRAME 4'-0" O/C MAX. (UNLESS NOTED OTHERWISE SEE SHORING PLAN) LOCATED AS SHOWN ON PLAN (ULTIMATE CAP. MIN. 10000 LBS. AT 19'-0" HEIGHT) HSS COL. N STL. D REMAIN STL. L, STL. D REMAIP' STL. STL. L. I ; I , C I; I , I , BEAM I; STL. YP. BEAM i STL. TL. BEAM SS STL. ;OL. Al - - - - - - - - - - - - - - -- (�) FAI TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax Proj. Mgr. JU Job. Capt. SG Drawn by JT RON BARR, A.I.A. Rtev'd by STATE OF FLORIDA R 5 AR 0016160 LL H O w U p O w Z U W Z ~ O 6 W z U O¢ Q p j Q d O O U W K F z Ix U O W U D Z W W m O F= V O y m m X 0 Z Z= z w Q U 0 Z W w 1- Z OU 6 W > z W W } W Z >z I=- 0 W Ix LL 0r Z) Z 00 O= O¢ QzQ W. Z Z O r W J F WW LL � a Q O Z O 2 Z Z W Z=� a O W EL O W g~ K O 0 O z 0 vi = a WW 0 0 0 ZIL W U O ZFWQS2 z mz'W wo w 0z IX x V a U W U z 2 0 O d D O LL~ p O O F_ 00 x Wa O= LLI W O H¢ z W 0¢ m 0 F- ¢ r- z Ix w o x w F z z z Q © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO 1A V1 I u J Revrsrone: 1� GENERAL REVISIONS (09/30/2013) AS BUILT (04/24/2014) CADFILE No. ~ M O � AA aw�a �I O N � L O 'L N � M (� C M 0) cu N c 'o N 'c C V N ai a A` 'M Lo W �0 4mi o E .� 4-: a E O n/0 � L O L O 1 L_ Lo � � N to �- U L m Sheet Trtle Sea le: Date: Sheet No. 5-5-2014 Project No. SMW9 12-027 FAI CON EA( EMB. w/ (6) #12 TEK SCREWS NEW 8"x14 GA DIAGONAL METAL FRAME fa 16" O/C (TYP.) ATTACHED w/(6) #12 TEK SCREWS AT EACH INTERSECTION 8", 14" GA., METAL STUDS BLOCKING rd 4'-0" O/C (TYP.) 3 1/2"x3 1/2"x14 GA CLIF ANGLE (VERIFY LENGTH Al FIELD) ral 16" O/C (TYP. ATTACHED TO NEW BY-PASS STUDS w/(6) #12 TEK SCREWS AND TO EXISTING STRUCTURAL STEEL MEMBEF w/(4) 1/4"x1 1/2" PAF NEW 8"x14 GA VERT. METAL FRAME Oa 16" 0 / C (TYP,) 8", 14" GA., METAL STUDS BLOCKING 5 4'-0" O/C (TYP.) 5/8" CDX EXP. I EXTERI PLYWOOD BACKING AT SIGN. TO METAL STUDS w/#12xl 1/ S-12 COATED BUGLE HEAD SCF FROM ENDS AND EDGES AND F 8", 14" GA., MET BLOCKING rd 3 1/2"x3 1/2"x ANGLE (VERIFY I FIELD) fd 16" ATTACHED TO NEk STUDS w/(6) #12 TE AND Ti STRUCTURAL STEI w/(4) 1/4"r NEW 8"xl ME 5/8" CDX EXP. I EXTERIOR GRADE PLYWOOD BACKING AT SIGN, ATTACHED TO METAL STUDS w/#12xl 1/4" TYPE(S) S-12 COATED BUGLE HEAD SCREWS 3/8" FROM ENDS AND EDGES AND AT 4" O/C. 6"x14 GA BRIDGING (VERIFY LENGTH AT FIELD) rd 16" O/C (TYP.) ATTACHED TO NEW BY-PASS STUD w/(6) #12 TEK SCREWS AND TO EXISTING STUD w/(6) #12 SCREWS 8", 14" GA., METAL STUDS BLOCKING fd 4'-0" O/C (TYP,) 6"x14 GA BRIDGING (VERIFY LENGTH AT FIELD) 0 16" O/C (TYP.) ATTACHED TO NEW BY-PASS STUD w/(6) #12 TEK SCREWS AND TO EXISTING STUD w/(6) #12 SCREWS NEW 8"x14 GA VERT. METAL FRAME (cl 16" 0/0 (TYP.) NEW 8"x14 GA VERT. METAL FRAME rol 16" 0 / C (TYP.) 6"x14 GA BRIDGING (VERIFY LENGTH AT FIELD) ral 16" O/C (TYP.) ATTACHED TO NEW BY-PASS STUD w/(6) #12 TEK SCREWS AND TO EXISTING STUD w/(6) #12 SCREWS NEW 8"x14 GA BASE TRACK w/(3) #12 TEK SCREWS AT EACH END V.I,F. V.I.F. V,I.F 6"x14 GA BRIDGING (VERIFY LENGTH AT FIELD) Fd 16" O/C (TYP.) ATTACHED TO NEW BY-PASS STUD w/(6) #12 TEK SCREWS AND TO EXISTING STUD w/(6) #12 SCREWS -EXiS�HNG-6"xl-67 -Gtk-VEfff-------------- -- - METAL FRAME rd 16" O/C (TYP.) XISTING STEEL BEAM (VERIFY)O. F XISTING STEEL BEAM —� ("LEVEL 1 a 1) 37'-0" T.O. f (VERIFY) 3 1/2 ANGLE j FIE[ ATTACHE STUDS w/i EXISTING 6"x16 GA VERT, METAL FRAME rd 16" 0 / C (TYP,) EXISTING 6"x16 GA VERT. METAL FRAME fd 16" 0 / C (TYP,) E PAD STRUCTI w (LEVEL 11) (VERIFY)0. 1(VERIFY) ` EX A2 T AYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax Proj. Mgr. JU Job. Capt. SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA RB AR 0016160 LL F O W O w U) z L)) W U O z F_ o W z W Q0ca Q0Dao0W= a 0 W U O j U p= z 10 W o O.- m W LL O W p � = OWoWQ O W z WZ W . >d LL W O z o= Q �w z z m U W �~' a O 2 W z= z0 Qj -' a vOi Z z 0 U a= 2 Z~ of W Z 2 V 0 >- z LL W = z Y W to WF-Z Q W of'i z W 02? W UOLL � Z~ W Q z H W W N 7 z O W LL O W F- U W H O Z K0-0�O O x Z W O 0 U a R U U W D z� w z H S O F m U E z= O c0 0 '- 0= a v O 0 W a U w o z m w h U' O W m¢ T o W z z z H 4 z W Q COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO ROVTSTons: 0 GENERAL REVISIONS (09/30/2013) AS BUILT (04/24/2014) CADFILE No. a M o � V1 Sao �waw � �za aw�a F-i o w Sheet Title Scale: Date. 5-5-2014 Project No. 12-027 �o Sheet No. MEN i O l �L N m (D c M cu N 'o N 'c U- N r C a) Q- � cu Lo N O E CD O m �00 c r O WE O LO cn U �- 0 N U L S-10 0 3/4" PLYWOOD SHEATHING ATTACHED w/0.145x2" PAF 55 4" O/C TO EACH STL, MEMBER (2) L6"x6"x3/8" STL. ANGLE ON BOTH SIDE OF STL. COLUMN PLYWO( -IED w/C 4" O/C EXISTIN( x6"x3/8 J BOTH TYP EXISTIN( ;t�Ws M Mm"n"i xi"x1/4" IE 1/2"x 1/4" �E 5 36" O/C STL. TUBE 3 rd MID SPAN "x6"x3/8" STL L. SCALE N.T.S. CONT, 1"x1"x1/4" STL. TUBE (2) L6"x6"x3/8" STL. 1 1/2"x 1 1/2"x 1/4" ANGLE ON BOTH SIDE OF STL. TUBE rd 36" STL. COLUMN O/C MAX. TYP. i I i I I I I 8'-0" 8'-0" EXISTING STL. COL. J 3/4" PLYWOOD SHEATHING_ ATTACHED w/0.145x2" PAF fll 4" O/C TO EACH STL, MEMBER CONT. 1"x1"x1/4"_ STL. TUBE 1 1/2"x 1 1/2"x 1/4" STL. TUBE raa 36" O/C MAX 1"x1"x1/4" STL. TUBE BLOCKING Id MID SPAN HSS 4"x4"x3/8" CONT. STEEL BRIDGING FRAME ral 4'-0" O/C TYP. HSS 6"x6"x3/8"'STL, STUB COL, 3"x3"x1/4" STL. ANGLE TO BOTH SIDES OF STUB COLUMNS TYP EXISTING STL. COL, J -- 3"x3/8" STL. (2) L6"x6"x3/8" STL. ANGLE ON BOTH SIDE OF STL, COLUMN 0 d CONT. 1-6"x6"x3/8" STL. ANGLE TYP. EXISTING STL. COL. TYP. CONT. 1"x1"x1/4" STL. TUBE 1 1/2"x 1 1/2"x 1/4" STL. TUBE rla 36" O/C 4'-0" MAX. 1"x1"x1/4" STL. TUBE BLOCKING rd MID SPAN HSS 6"x6"x3/8" CONT. STEEL FRAME BOTH SIDE m /— OF CATWALK TYP. 0 J w 6"x6"x1/2" STL. PLATE z w r w EXISTING STL, BEAM L- ��� SE TI AT cATwWA�LK 3/4" PLYWOOD SHEATHING ATTACHED w/0.145x2" PAF rod 4" O/C TO EACH STL, MEMBER HSS 4"x4"x3/8" CONT. STEEL BRIDGING FRAME ral 4'-0" O/C CONT, 1"x1"x1/4" n 1 1/2"x 1 1/2"x �7' - TUBE EXIS1 TYP 6"x14"xi/4" S ATTACHE[ w/(2) 3/4" TYPE TY 1/4" SCALE N.T.S. SCALE N.T.S. n 1 1/4" 1/4" EXISTING S 3"x3"x1/4" Ell— - -------------------------------------------- — ----- ----- ---------------- ----------- ------------- ----- ----- TO BOTH S COLUMNS TL. PLATE TO CON DIA. x 8" =XP. BOLT 4'-0" o i I j HSS 6"x6"x STUB COL. 3"x3"xi/4" T O BOTH S I TYP. I ----------=---------------— __ _ ------------------------- - COLUMNS 1/4" HSS 6"x6"x3/8" CONT. STEEL FRAME BOTH SIDE OF CATWALK YP' 1/4" STL. TUBE 1 1/2"x 1 1/2"x 1/4" STL. TUBE fly 36" O/C MAX. SCALE N.T.S. 'L: BEAM STL. ANGLE DES OF STUB 3/8" STL TL. ANGLE )ES OF STUB ® 42'-0" T.O. PARAPET - - y (VERIFY) L E 1 1 ) (VERIFY) T.O. STEEL COLUMN (LEVEL1 (VERIFY)0, STEEL COLUMN AN, 3/4" PLYWOOD SHEi ATTACHED w/0. PAF ral 4" O/C TO STL. ME 3/4" PA 3 TO (LEVEL 1)(VERIFY) STEEL COLUMN 3000 PSI CONCRETE #5 DOWELS fa) 8" /C TOP & BOT. WITH MIN, 4" EMB. INTO CONCRETE SET w/HIGH STRENGTH EPDXY GROUT d VIEW EXISTING W1 >ECTION A -A SCALE 3/8-=V-0" FAI TAYLAN KALKAN, P.E. ENGINEERJNG PLUS FL. P.E. # 67349 & C.A1 # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax Proj. Mgr. JU Job. Capt. SG Drawn bg JT RON BARR, A.I.A. Rev'cl bg STATE OF FLORIDA Rs AR 0016160 ILL r o w o w z L) w L)� O o z w z Ix w o a Q o a o o v W_ a~ O it O F U O Z w W0� X a o 6 O m z w U m R m 0 z w i- Z Z 2 ['n z w �- z Q 2 w z> 0 x W W } z 0} UO m p w `1 LL D z O o x a W a z o m� az = W Z a 0 2_ z m aj =O ao mzX°aO it2 V O o} z O U O N �_ a w o 0 01 0 m Z 2 EL Z LO� Q W W J 0° F- 2 (n z u~i W L)x Z W a Z o LL mo z 0z z= -wi w O O z0 U U m X 0 mwa L Un rD z m O w wa Ow =w = U OOLL U o o L O U Zz m z a O U w 2 U i O U a= z O w w F-( x o U ' r- a m a r a r z o of H z z z a © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO � GENERAL REVISIONS (09/30/2013) �2 AS BUILT (04/24/2014) CADFILE No. a kill M PLO M O � � AA 000 Fri O aw�a r O L O .L N � ce) C M 0) u N I O N c N Q U N ca O_ CD E � C6 o cc 0 O m i 00 U L Lo O 10 Lo 0 :3 U T- U LO t6 Sheet Title Scale: Date: Sit No, 5-5-2014 Project No. n.r 12-027 Sill IN #4x8" LONG DOWELS WELDED TO STL- COL. 5 16" O/C (TYP,) #4x8" LONG DOWELS WELDED TO STL COL. fal 16" O/C (TYP.) HSS 8%4%5/8" STL. COL. #4x8" LONG DOWELS WELDED TO STL COL. Fal 16" 0/C ITYP.) GRADE (SEE CIVIL PLANS) VERIFY HEIGH ,l, AT FIELD 8" CONIC BLOCK WALL EXISTING SLAB (8) 3/4" x 8'_ NELSON STUDS 1 " STL.— TOP PLATE VERIFY HEIGH AT FIELD HSS 8"x4"x5/8'= STL. COL. HSS 8%4%5/8' STL COL 1 " STL.— TOP PLATE (8) 3/4" x 8" NELSON STUDS TOP PLATE TOP VIEW #4x8" LONG DOWELS WELDED TO STL COL. Fd 16" O/C (TYP.) STEEL COLUMN / BASE PLATE SCHEDULE MARK COLUMN SIZE BASE PLATE ANCHOR BOLT REMARKS A B T E D HSS 8"x4" 12" 16" 1 1/2" 13" 1" GALV. .W`ti 1 Yz" NON SHRINK GROUT & BED SEE PLAN BASE PLATE DETAIL STEEL COLUMN DETAIL IN CMU WALL SCALE: N.T.S. O COMPACTOR (SEE MANUF. SPECIFICATIONS FOR CONNECTION) NEW 3000 PSI 6" CONCRETE EQUIPMENT PAD (10'-0 W"x5'-0" GREATER THAN THE LENGTH OF THE COMPACTOR -VERIFY) w/#5 REBARS Fla 12" O/C EACH WAY Fla MID. DEPTH (PAD IS FLUSH w/THE SURROUNDING GRADE) PLAN VIEW COMPACTOR CONC, PAD SLAB SECTION SECTION 9)-Q� SCALE: N.T.S. COMPACTOR (SEE MANUF. SPECIFICATIONS FOR CONNECTION) NEW 3000 PSI 6" CONCRETE EQUIPMENT PAD (10'-0 W"x5'-0" GREATER THAN THE LENGTH OF THE COMPACTOR -VERIFY) na 12" O/C EACH WAY ra MID. DEPTH i w/THE SURROUNDING GRADE) SCALE: N.T.S. CONCRETE BASE DETAIL AT COMPACTOR SCALE: N.T.S. 1n" TVD Anl until! z 8"x8" BLOCK BOND E w/(1) #5 C 8"x16" TIE BEAM ITE (SEE PL, ERT. R CONCI fa 32" DRETE TING. #7 VERT. REINF. IN CONCRETE FILLED CELL 0 32" O/C fYP. BLOCK WALL REINFORCEMENT SCALE: N.T.S. GRADE (SEE CIVIL PLANS) VERT. STRUCTURAL MULLION HSS 8"x6"x1/4" STL. TUBE COL. (Fy=50 ksi) U-CLIP CONN. SCALE: N.T.S. SCALE: N.T.S. PROVIDE RECESS IN CONCRETE FOR BASE PLATE BOLTS (TYP.) "C3" HSS 6"x6"x5/8" STL. TUBE COL. (SEE PLAN) HORZ. MULLION L 7x5"xi/4" U CLIP (2) 7/8" DIA, HOLE FOR 3/4" DIA. FLAT HEAD A325 MACHINE BOLT & NUT L. FOR U CLIP ALL STRUCTURAL MULLION AND CONNECTION DETAILS MUST BE REVIEWED AND APPROVED BY CONTRACTOR PRIOR TO CONSTRUCTION VERT. STRUCTURAL MULLION HSS 8"x6"x1/4" STL. TUBE COL, (Fy=50 ksi) NOTE: - ALL THRU BOLTS TO BE ASTM A325. - ALL STEEL PLATES TO BE ASTM A36. - 1/4" FILLET WELDS, ALL AROUND FOR PLATE AND COLUMN CONNECTIONS. - ALL BOLT HOLES TO BE 7/8" DIA, FOR 3/4" DIA BOLTS. - MIN. EDGE DISTANCE TO BE 2" - STEEL COLUMN TO BE CONCENTRIC ON PLATE ALL FIELD BOLTS AND WELDS TO THE SHOP COAT SHALL BE SPOT PAINTED OR TREATED WITH THE MATERIAL USED FOR THE SHOP COAT, OR AN EQUIVALENT TO THE SHOP COAT, AFTER REMOVAL OF ALL OBJECTIONABLE DELETERIOUS MATERIALS. SURFACES IN CONTACT WITH CONCRETE SHALL BE ASPHALT COATED SCALE: N.T.S. x5/8" STL. TUBE COL. EE PLAN) ES WELDED TO FORM 1 1/4" PAD -OUT AT STR. STEEL MULL. STEEL COLUMN PAD OUT DETAIL SCALE: N.T.S. TOP VIEW PROVIDE RECESS IN CONCRETE FOR BASE PLATE BOLTS ANGLE (4) 5/8" DIA, POWER FASTENERS "WEDGE" BOLT (NOA # 05-0701.10) ANCHOR WITH MINIMUM 8" EMBEDMENT INTO CONCRETE BELOW ff 8"x 24"x 3/4" BASE PLATE w/ (4) 7/8" DIA HOLES FOR 1■■G7� TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax Proj. Mgr. JU Job. Copt. SG Drawn bg JT RON BARR, A.I.A. Revd by STATE OF FLORIDA RB AR 0016160 LL m O O U m z U wow 0 z z � w U OWE a 0 w U O U O= z w X a: W,w m� m r m U O �Qn m m X 0 z W= u~i z w a U OU z w F >ag w F Z w aY �j Y W a m= 0 O Z¢ F Z p O mW 0 ,) a p 2 Z F a O WF z z O 81 p 3 0 a=� t. 2 6 0 0 0 r z_ Ow U Oa w m~ a w OU w O m¢ Y J a'. CL � Q W Z ?y S O Z W a (q Z i W w H LL �7 2 p a U U m a 0 0 U W w l- O rr of w z F O 9 a 0 0 W w p m w H M) a a U U U W n z W z m Z) o F U p Z 2 0 � U= J a LL ~ o z 2 _O a Z o° W a m z� m o z a w = U 1 00 � w w 0 t a w a F a P z o w P z z z a © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Q GENERAL REVISIONS (09/30/2013) AS BUILT (04/24/2014) CADFILE No. 4 P'III ql a M O � � AA a�/� 0 r ' O N E.( Im Sheet title Scale: Date: 5-5-2014 Project No. 12-027 Lo L O M I C M m N a 'o N 'c 0 r- c N 2 N CL > Lo N I` 0 E C m E o N�OCIO / W L W 4- T- O U O Lo Lo :3 10 U 0 T L0 �- U L • m Sheet No. S�12 A2 BOX BEAM FORMED w/(2) 8", 16 GA CEE STUDS + (1) 8",16 GA TOP TRACK & BOT TRACK w/(1) #12 TEKS lad. 6" O/C EACH FLANGE ATTACH BEAM TOGETHER w/(2) ROWS OF #12 TEKS rd 6" O/C (MAX. UNSUPPORTED SPAN 6'-0") ATTACH BOX BEAM TO HSS TUBE W/(4) 0.145 DIA. PAF WITH FULL PENETRATION TO THICKNESS (TYP. fad EACH INTERSECTION) HSS TUBE BEAM (SEE PLAN) ---,,,, 8", 16 GA CEE STUDS ra116" O/C (MAX.) ATTACH METAL STUDS TO TRACK W/(4) #12-14 SELF -TAPPING METAL SCREW TOP & BOT. (TYP. 5 EACH STUD) I CONT, 16ga TRACK (� ATTACH TRACK TO STL. BEAM_ w/(2) ROWS OF 0,145 DIA. PAF WIT FULL PENETRATION TO THICKNESS ra 6' O/C AND 3" AWAY FROM ENDS. I I W/(6) #12-14 SELF -TAPPING METAL SCREW (TYP. rd EACH INTERSECTION) 16'-0" T.O. STEEL BM. (VERIFY) L. )(VERIFY) STEEL COLUMN STEEL BEAM (SEE PLAN I I 8", 16 GA CEE STUDS fal 16" O/C (MAX.) 1 EXISTING OVERALL LENGTH 32'-0" (VERIFY IN FIELD) SHORE & JACK EXISTING ROOF JOIST STRUCTURE DURING REPAIR. USE PRECAUTION DURING THE OPERATION. AVOID SUDDEN AND HIGH IMPACT LOADING DURING INSTALLATION THAT MIGHT DISMANTLE OR DAMAGE STRUCTURAL COMPONENTS. KEEP SHORING UNTIL HEAT FROM WELDING IS COOLED OFF AND STRUCTURAL STRENGTH IS REGAINED. USE THYSSENKRUPPS SAFWAY-AS 550 POST SHORE OR EQUAL, STEEL POST SHORE AT THIRD POINTS OF JOIST (TYP.) (ULTIMATE CAP. MIN, 6903 LBS. AT 12'-0" HEIGHT) REMOVE ALL DEAD AND LIVE LOAD DURING OPERATION a JOIST REPAIR DETAIL W/(6) ETAL z (2) 3/4" DIAx6" LONG EXP. BOLT LL 0 LL HSS TUBE (SEE PLAN) 0 p z Q ° w} 1/4" I (2) 3/4" DIAx6" LONG EXP. BOLT CMU WALL I HSS TUBE (SEE PLAN) n . ° 0 KNOCK -OUT CMU BLOCK (MIN. 8"x16" GROUTED) a D c L3x3x1/4" STL ANGLE rd BOTH SIDES GROUTED CELLS L3x3x1/4" STL ANGLE ( rd BOTH SIDES AT EXISTING GROUTED CELL I AT EXISTING UNGROUTED CELL STEEL. TUBE TO CMU CONNECTION DETAIL I SCALE: N.T.S. I I I I I I F I I I I HSS TUBE BEAM (SEE PLAN) L CUT OF CHORD EXISTING JOIST REPAIR DETAIL R" Rr>y RFA 2 EXISTING OVERALL LENGTH 32'-0" (VERIFY IN FIELD) EXISTING JOIST REPAIR DETAIL NEW CONCRETE TIE BEAM (TB-1) 19'-2" T.O. EXISTING CONC. TIE BEAM MATCH EXISTING (VERIFY) SEE ROLL DOWN SHUTTER MANUF.'S SPECS FOR INSTALLATION — OgL 13'-6" BOT. OF NEW STEEL BEAM (VERIFY) NEW STOREFRONT WINDOW/DOOR SYSTEM SEE PLAN AND MANUFACTURER'S SPECIFICATION CUT TOP CHORD BACK +/-11" (VERIFY IN FIELD) REMOVING WEB AND CHORD BEARINGS PLACE NEW BEARING ANGLES 2"x2"x3/8" x 0'-4" WELD ANGLES TO TOP CHORD SEE SECTION A -A (:D EXISTING OVERALL NEW LENGTH 31'-1" (VERIFY IN FIELD) EXISTING JOIST SECTION A -A EXISTING JOIST REPAIR DETAIL 2" TO W.P. (2) L 1 y x 1% x 3/6 NEVt WEB EACH SIDE PROVIDE I 1/4" OF FLARE BEVEL WEL THE END OF EACH NEW END BE SURE TO NOTE PLACEMEN NEW END WEBS SUCH THAT THE WORKING AXIS OF THE END WEB IS OVER THE FIRST BOTTOM CHORD KNUCKLE A2 SCALE : N.T.S. 4 EXISTING OVERALL NEW LENGTH 31'-1" MEMBER (W,P,) NOTES: ALL WELD TO BE MADE WITH E70XX ELECTRODES ALL FILLET WELD LEG LENGTHS EQUAL TO NEW ANGLE THICKNESS ALL NEW MATERIAL TO HAVE MINIMUM YIELD STRENGTH OF Fy=50 ksi ALL WELDS TO BE PERFORMED BY A WELDER CERTIFIED TO A.W.S. FOR WELDS AND POSITIONS REQUIRED SKETCHES ARE NOT TO SCALE EXISTING JOIST REPAIR DETAIL TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 2E538 19528 SET?GE'ETELll TERRACE BOCA RATON, FL 33498 (561) 756 4166 (561) 479 3743 fax Pro j. Mgr. JU Job. Capt. SG Drawn by JT RON BARR, A.I.A. Revd by STATE OF FLORIDA R5 AR 0016160 O m O � Z U W � O o m Z w v w _ � U O Q� Q 0 0 w U�� m Q � j � a 0 � � O� U p= Z� W W W� LL ZXOZ U_ w � W 2 �'6W �z > �m W W }0Z � W Y LL� Z O p= O LL� (Y a W Z Z�0 m 0 � Qa O2� Z 2 0 J� 2= a�� z Z � U p� d �� d 2�� OU U O } Z_ O U ��~ a ¢ w w W�� Q Y z d' D� U S F OX cn Z R W Q u~i Z _ W w� LL U � o V m a O o 0 w H O 2 Of of 2 z� O 0, W W O x F U a V W V O Z x ZO m C77 0 U= d 0 0 a 12 o 2 = o= wwW�� 0� ozap a F-a� -zSW F z z zF-auQ © COPYRIGHT 2012 BARB ARCHITECTURAL STUDIO evfeiona: iQ GENERAL REVISIONS (09/30/2013) �2 AS BUILT (04/24/2014) CADFILE No. a a M � A A 1 �za Orw�a O w L � O � N � M (Q .0 M cu N cm � r C N T-� N O t6 CO E �O/ � L cu � C r O U � N v L Sheet Title S13� state: Date: she{, No. 5-5-2014 Project No. 12-027 � t0 0cn 0 Ccu L _ O _ N N AERIAL LEGAL DESCRIPTION: AS PER PASCO COUNTY PROPERTY APPRAISER 11 SITE CONSTRUCTION PLANS C'S S r02 L'c""�Sls BUILDING EXPANSION 7346 GALL BOULEVARD ZEPHYRHILLS, FLORIDA PARCEL ID NUMBER: 35-25-21-0010-08800-0000 0 200 400 SCALE (IN FEET) ZEPHYRHILLS COLONY CO LANDS PB 1 PG 55 POR TRS 73 88 & 89 & POR OF LOT 8 PASCO MEDICAL ARTS CENTER PB 23 PG 24 BEING MORE PARTICULARLY DESC AS: COMAT NW COR OF SW1/4 OF SEC 35 TH ALG N LN OF SAID SW1/4 S89DEG 51' 40"E 15.00 FT TH SOODEG 07' 20"W 514.86 FT TO PT ON W BDY OF TR 73 FOR POBTH S89DEG 50'57"E 188.54 FT TH SOODEG 09' 03"W 16.33 FT TH S89DEG 50'57"E 305.23 FT TH SOODEG 9' 3"W 65.00 FT TH S89DEG 5015711E 154.33 FT TOE BDY OF TR 73 TH S09'3"W 433.51 FT TH N89DEG 55'34"W 50 FT TH S09'0311W 117 FT TH N89DEG 55'34"W 20OFT TH S09' 3"W 109 FT TH N89DEG 55'34"W259 FT TH S09'3"W 205.36FT TO N R/W LN OF N MEDICAL AVE TH N89DEG 56'33"W 133.84 FT TO E R/W LN OF US HWY 301 TH CV CONCAVE TO W RAID 57395.80 FTCHD NOODEG 4'19"W 747.11 FT TH S89DEG 50'57"E 171.18 FT TH NOODEG 7120"E 197FT TH N89DEG 50'57"W 173.54 FT TH NOODEG 7' 20"E 3 FT TO POB;OR 7642PG342 PROJECT TEAM LAND OWNER TOWNVIEW RETAIL, LLC C/O STOLTZ MANAGEMENT CONTACT: PHIL DONNELLY 725 CONSHOHOCKEN STATE RD BALA CYNWYD PA 19004 PHONE: (610) 667-5800 EMAIL: PDONNELLY@STOLTZUSA.COM CIVIL ENGINEER: CORNELISON ENGINEERING & DESIGN, INC. CONTACT. CRAIG L. CORNELISON, P.E. 5745 GALL BOULEVARD ZEPHYRHILLS, FL 33542 PHONE: (813) 788-7835 EMAIL: CRAIG@CORNELISON-ENG.COM ARCHITECT: BARR ARCHITECTURAL STUDIO CONTACT: RON BARR A.I.A. 5011 SOUTH STATE ROAD 7, SUITE 107 DAVIE, FLORIDA 33314 PHONE: (954) 274-9438 EMAIL: RON@BARRARCHITECTURE.COM SURVEYOR: NORTHSTAR SURVEYING & MAPPING, INC. CONTACT: PETER J. LEMAY, PSM 34431 LEMAY DRIVE WESLEY CHAPEL, FL 33543 PHONE: (813) 779-7123 EMAIL: PETLEM@MSN.COM UTILITY PROVIDERS CITY OF ZEPHYRHILLS CONTACT: JOHN BOSTIC 5335 8TH STREET ZEPHYRHILLS, FL. 33542 PHONE: 813-780-0006 JBOSTIC@CI.ZEPHYRHILLS.FL.US .qFXAiF R CITY OF ZEPHYRHILLS CONTACT: JOHN BOSTIC 5335 8TH STREET ZEPHYRHILLS, FL. 33542 PHONE: 813-780-0006 JBOSTIC@CI.ZEPHYRHI LLS. FL. US Pn\A/FR' DUKE ENERGY CONTACT: DARRYL FOSHEE 36453 EILAND BLVD. ZEPHYRHILLS, FL. 33541 PHONE: (813) 783-6944 EMAIL: DARRYL.FOSHEE@DUKE-ENERGY.COM f7'_Tiffin fa VERIZON CONTACT: CHARLES WELLS 1909 US 301 NORTH TAMPA, FL. 33619 PHONE: (813) 731-5964 NATURAL GAS: PEOPLES GAS CONTACT: KEN MIRACOLA 1400 CHANNELSIDE DRIVE TAMPA, FL. 33605 PHONE: 813-927-7719 EMAIL: KCMIRACOLA@TECOENERGY.COM SEPTEMBER 2013 SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST (V LOCATION MAP N.T.S REVISIONS 10/30/2013 ® REVISED FIRE LINE LOCATION/POC AND GAS SERVICE 12/27/2013 ® REVISED TRUCK WALL, ADDED STAIRS AND REAR GRADES 3/19/2014 ® ADDED COMPACTOR GRADES PER MARATHON SPECIFICATIONS 4/1/2014 ® ADDED LOADING DOC CONSTRUCTION BID ALTERNATE SPECIFICATION PER STRUCTURAL, REVISED CONCRETE SPECIFICATION TO INCLUDE FIBER 4/30/2014 ® REVISED DUMPSTER ROTATION PER CITY eCh2jL Is r>efll&m Imes �f @2013 CORNELISON ENGINEERING & DESIGN, INC. 5745 GALL BOULEVARD, ZEPHYRHILLS, FL 33542 TEL: 813-788-7835 - FAX: 813-788-7062 WWW.CORNELISON-ENG.COM CERTIFICATE OF AUTHORIZATION 28928 t�� a SHEET INDEX SHEET NO. DESCRIPTION C01 CO2 CO3 C04 C05 C06 C07 COVER SHEET GENERAL CONDITIONS EXISTING CONDITIONS/ DEMO PLAN SITE PLAN PAVING, GRADING, DRAINAGE PLAN UTILITY PLAN CONSTRUCTION DETAILS dLu `� U) o ��' ® ® Q�M o m ;, 'e" TF � �- Q °g y'A a aege U)W W W O 1� CRAIG L. CORN t U p,'�_°�' .P eY�FAH � �� �ir FL PE# 55433 w o of U GENERAL SIGNING AND PAVEMENT MARKING EROSION CONTROL NOTES rn .5 L U N 0 v rn 3 v In w I- O z z w 0 N -O Of N O U C 0 U L c 0 U 0 / 0 Of / a a� N I U N L m 0 LL c i 0 O 0 0 a E 0 c rn c �3 0 L n » 1. IT IS INTEND THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS INTENDED EC CATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE STANDARD SPECIFICATIONS FOR THIS PROJECT. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. 2. IF WITHIN THAT PAR11CULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE PART OF THE STANDARD SPECIFICATIONS ALSO. 3. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. 4. THE CONTRACTOR SHALL GIVE THE ENGINEER 48 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND OBSERVE THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH TIME ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ABOVE -GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND U11UTIES AGAINST ANY CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSEQUENTIAL DAMAGES RESULTING FROM LACK OF PROTECTION. 2. SOME, BUT NOT NECESSARILY ALL, EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION, AND ALTERATION OF THEIR EXISTING FACILITIES. 4. WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE GEOTECHNICAL ENGINEER AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. 5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 6. STREET OR HIGHWAY RESTORATION WORK IS TO BE DONE AS PER LOCAL, COUNTY OR STATE AGENCY HAVING JURISDICTION. 7. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE LOCAL, COUNTY, OR STATE AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 8. TRAFFIC CONTROL ON ALL LOCAL, COUNTY AND STATE HIGHWAY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE LOCAL, COUNTY OR STATE AGENCY HAVING JURISDICTION. BURNING 1. PRIOR TO BURNING ANY MATERIAL ON SITE, CONTRACTOR SHALL OBTAIN PERMIT FROM PROPER AUTHORITY AND SUBMIT TO ENGINEER. DISTURBED AREAS 1. ALL AREAS DISTURBED WITHIN RIGHT OF WAY BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR SODDED AS SPECIFIED BELOW: SEEDING AND MULCHING: UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, AFTER FINAL GRADING AND CLEANUP OF ALL DISTURBED AREAS, ESTABLISH A STAND OF GRASS BY SEEDING AND MULCHING IN ACCORDANCE WITH SECTION 570 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL WATER THE SEEDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH FOR AT LEAST 2 WEEKS OR UNTIL THE GRASS IS ESTABLISHED. SODDING: WITHIN THE LIMITS DELINEATED IN THE PLANS, THE CONTRACTOR SHALL, AFTER FINAL GRADING AND CLEANUP, ESTABLISH A STAND OF GRASS BY FURNISHING AND PLACING SOD IN ACCORDANCE WITH SECTION 575 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL WATER THE SODDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH TO ASSURE A HEALTHY STAND OF GRASS. SOD SHALL BE ROLLED AND TOP DRESSED AS REQUIRED BY THE ENGINEER. GRADING 1. REFER TO PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING GRADING. 2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE, AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 3. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON -COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 4. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY. STAKING 1. IF CONSTRUCTION STAKING IS PERFORMED BY THE OWNER, LOSS OR DISTURBANCE OF CONTROL POINTS DUE TO NEGLIGENCE BY THE CONTRACTOR WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. STABILIZING 1. STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE (FBV) OR LIMEROCK BEARING RATIO (LBR) AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN AND AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. STABILIZED SUBGRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS. 2. ALL STABILIZED AREAS SHALL BE COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. 1. ROCK BASE SHALL BE CONSTRUCTED PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATION OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OF THE STANDARD SPECIFICATIONS. 2. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 3. ROCK BASE SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS AS SHOWN ON THE PLAN AND AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. PRIME AND TACK COAT 1. PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALTIC CONCRETE SURFACE COURSE (ACSQ 1. ACSC (SEE PLAN FOR TYPES) SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN ON THE PLAN IN ACCORDANCE WITH SECTIONS 320, 330, AND 331 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED. 1. ALL PARKING SPACES, WITH THE EXCEPTION OF THE HANDICAPPED PARKING SPACES, SHALL BE MARKED IN WHITE, RETRO- REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH SECTION 710 OF THE STANDARD SPECIFICATIONS. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE FDOT STANDARD INDEX 17346. 3. WHERE APPLICABLE, ALL COMPACT SPACES SHALL BE MARKED "COMPACT" ON THE STALL OR WHEEL STOP. PAVEMENT TESTING 1. THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN OWNER APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS. TEST RESULTS SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. 2. IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD ITEM SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. 3. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. SHOP DRAWING SUBMITTALS THE FOLLOWING INFORMATION AND/OR DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND WHERE REQUIRED, THE JURISDICTIONAL AGENCY PRIOR TO BEGINNING WORK: 1. INFORMATION ON THE PIPE AND CULVERTS, INDICATING THE TYPE, CLASS, SIZE AND OTHER RELEVANT INFORMATION. 2. ASPHALT AND CONCRETE MIX DESIGN. 3. DOCUMENTATION ON ALL OTHER MATERIALS BEING USED INCLUDING, BUT NOT LIMITED TO, FILTER FABRIC, GUARDRAILS, CONCRETE, STEEL POSTS, CURING COMPOUND AND JOINT MATERIAL, INLETS, MANHOLES, PRESSURE PIPE, FITTINGS, LIFT STATION, HYDRANTS, ETC. 4. MAINTENANCE OF TRANSPORTATION, "MOT", IF REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE LOCAL, COUNTY AND STATE GUIDELINES AND SECURING THE APPROPRIATE APPROVALS FROM THE JURISDICTIONAL AGENCIES TO IMPLEMENT THE PLAN. CONCRETE 1. UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. CONSTRUCTION OBSERVATION THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, AN INDEPENDENT TESTING LABORATORY AND THE APPLICABLE JURISDICTIONS AT LEAST 48 HOURS PRIOR TO PERIODS OF THE FOLLOWING CONSTRUCTION ACTIVITIES: DRAINAGE 1. LAYING OF PIPE (BEFORE BACKFILL). 2. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETED. 3. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. 4. SEEDING, MULCH, AND SODDING IN AREAS WHERE EROSION IS EVIDENT OR WHERE PLANS SO IDENTIFY. UTILITIES 1. LAYING OF PIPE (BEFORE BACKFILL). 2. JACK AND BORING OR DIRECTIONAL BORING. CONCRETE 1. COMPLETION OF FORMING FOR CURBING, SIDEWALK, AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. PAVEMENT 1. LINE AND GRADE (CERTIFICATION). 2. SUB -BASE (PRIOR TO ADDING BASE MATERIAL). 3. BASE (PRIOR TO PRIMING AND SAND SEAL). 4. BASE (AFTER PRIMING, SAND SEAL, AND BEFORE PLACING ASPHALT). 5. ASPHALT OR CONCRETE PAVING. 6. TURN OUT CONSTRUCTION ON TO CITY, COUNTY OR STATE ROAD (ABOVE INSPECTIONS APPLY). RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. 2. RECORD DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO, CULVERT LENGTHS, INVERT AND TOP ELEVATIONS OF STORM SEWER INLETS, STORM AND SANITARY SEWER MANHOLES, LIFT STATIONS, WEIRS AND CONTROL STRUCTURES. A RECORD DRAWING, IF REQUIRED, OF THE TOP ELEVATION OF THE BASE MATERIAL GRADING AT ALL LOCATIONS OF THE PROPOSED FINAL GRADES SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE INSTALLATION OF ASPHALT OR FINAL SURFACE. THE CONTRACTOR SHALL PREPARE A RECORD DRAWING VERIFYING ALL PROPOSED GRADES OF EACH STORM WATER BODY AND CONTAIN A MINIMUM OF (2) CROSS SECTIONS IN EACH STORM WATER BODY. 3. THE CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO THE ENGINEER UPON COMPLETION OF THE PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. RECORD DRAWINGS SHALL BE CERTIFIED BY A SURVEYOR REGISTERED IN THE STATE OF FLORIDA. CLEAN-UP_ 1. THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLE11ON OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. 1. THE STORMWATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLW110N PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4. BEST MANAGEMENT P 11 PRACTICES BMP S AND CONTROLS SHALL CONFORM T ( ) 0 FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 5. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 6. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 7. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 8. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 10. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 11. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 12. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. 13. DISTURBED POR11ONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS FOR SEEDING AND MAINTENANCE REQUIREMENTS. 14. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 15. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION/RETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZA11ON OF THE SITE. 18. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 20. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2 . ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUC11ON ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 55 CY/ACRE. 7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. CALL 48 HOURS BEFORE YOU DI IT'S THE LAW! DIAL 811 G Know what's below. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. ` _too _rn � O �1/✓ 0 N N -2 V �� oz CIJMUO Z95 ..Zmxx ZNWO0 C3 !n FE W Q Z v� a>0DDO 02 Sn :) I W V�W 00 Q ZmI�U + UQ- rn � 000 U N r F- o10 X 0 D I- W U W U Q v m C/) U) W J U) Z 0 O LL F- U) U/ W Q 0 z O U W 0 a 0 W Q W O= J = W Z W a w �n V N o �o v -3 Q U y UU M 0 N 0 M O M 0 N � N � O 04 \ 0) N 1�1_ z 0 \ O w Ld 0 LL- w V) U z = (t a o J z z Q V Q O U d V) W m 0 d z U 0 W a. N U �a U z O �= o w z0 �. a U Q U W O z a 3 0 0 w LLJ i Y 0 U z r L) P a U U Q 0 Z Q U o 0 0 Ln 0 W W 0 W QW2 H�kA e e `e � ® `� Ca w a e c °. ESS 7/31 /13 fl,woj.eer Mo. 1306001 t r mt w4fwa CO2 0 W U 0 L 0 0 L 3 a� ro r 0 W LM 0 F. rn � �p ro L � U ca >, o � N `o y m Q LO d- 3 o o E N � 0 0 a N o y v a) 0 M Iu 0 0 U E rn ca 3 0 -0 z a J o n m O w N 0 3 I s U � 3 NN � LL C I v cm 0 c �- 0 a U :3 U L aD a c 0 U T 0 a N c m O / U � O C Q 2 N c I ro ca L s m C L 0 N � � Q v N d iT N I ) O `° 0 U d c M 0 s iv ) E °' C 3 L N SUNTRUST BANK EXISTING LIGHT POLE REMOVE EXISTING CURB TO REMAIN (TYP) (TYPIN Vl I CURB (TYP)� t tt ry, TO RE IN) TYPICAL 8"CONCRET CURBING (TO BE REMOVED) L 3 BOLLARD F 0 BE REMOVED)' TEMPORARY BENCH MARK REMOVE EXISTING NAIL IN ASPHALT PAVEMENT (TYP) ELEVATION = 51.39'(ASSUMED) HANDICAPPED SHOPPING CENTER ENTRY DRIVE REMOVE EXISTING RAMP CURB (TYP) (TO BEREMOVED) (TOP REMAIN) EXISTING LIGHT POLE` TO REMAIN (TYP) {'" (T( REMAIN) EXISTING 8" PVC SANITARY v' MAIN REMAIN) I (TO R, r (TO REAIN) i q' 4 y \\\-EXISTING 4" PVC FORCEMAIN (TO REMAIN) NOTE: EXISTING UTILITY LOCATIONS OBTAINED FROM AS—BUILTS AND NOT FIELD VERIFIED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIORT TO COMMENCEMENT OF CONSTRUCTION LEGEND PROPERTY LINE � REMOVE EXISTING PAVEMENT, WALLS, CONCRETE, ETC. DENOTES EXISTING ON -SITE UTILITY TO BE REMOVED XDENOTES EXISTING TREE, LIGHT POLE, ETC. TO BE REMOVED 0 20 40 SCALE (IN FEET) UNLESS OTHERWISE INDICATED ON PLANS, EXISTING ABOVE AND BELOW GROUND STRUCTURES, UTILITIES, APPURTENANCES, PAVING, BASE MATERIAL, LANDSCAPING, ETC. WITHIN PROJECT AREA TO REMAIN. DEMOLITION/PHASING NOTES: it ?,® Z2)� 1. UNLESS OTHERWISE INDICATED ON PLANS, EXISTING SITE FEATURES WITHIN N ob PROJECT AREA TO REMAIN. W r0,0 °D N V ®J I Dz 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING J U ABOVE -GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND UTILITIES z 9� ,, z N AGAINST ANY CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITY. � W a a i' THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSEQUENTIAL DAMAGES RESULTING z N `` o O FROM LACK OF PROTECTION. z a W W Ln wQ 3. SOME, BUT NOT NECESSARILY ALL, EXISTING UNDERGROUND UTILITIES ARE SHOWN V "" Z * ^ U o IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY ®Go a . THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE V w o 00 a EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES m m i a TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE a Ri Ri 1 OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY v AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL N 4 � DEVIATIONS. o 4. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION, AND ALTERATION OF THEIR EXISTING FACILITIES. 5. WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH 0 AND AREA DETERMINED BY THE GEOTECHNICAL ENGINEER AND BACKFILLED WITH CLEAN 0 GRANULAR SAND OR SELECT MATERIAL AS APPROVED BY THE GEOTECHNICAL D ENGINEER. 6. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. � 7. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE D LOCAL, COUNTY, OR STATE AUTHORITIES REGARDING CLOSING OR RESTRICTING THE F_ USE OF PUBLIC STREETS OR HIGHWAYS. () SOIL MANAGEMENT W I — IF IMPACTED (CONTAMINATED) SOIL IS ENCOUNTERED DURING CONSTRUCTION = ACTIVITIES NOTIFY THE GEOTECHNICAL ENGINEER FOR SPECIFIC RECOMMENDATIONS. V TYPICALLY, THE IMPACTED SOIL SHALL BE MANAGED ON SITE IN THE FOLLOWING MANNER: Q • THE GENERAL CONTRACTOR SHALL PREPARE AND IMPLEMENT A SITE -SPECIFIC �✓ HEALTH AND SAFETY PLAN FOR POTENTIAL HANDLING OF THE IMPACTED SOIL AND GROUNDWATER ON THE SITE. CONTAMINANTS THAT MAY BE ENCOUNTERED INCLUDE VOCS IN THE SOIL; 3 • IF THE IMPACTED SOIL IS EXCAVATED FROM THE SPREAD -FOOTING AREAS AND/OR CUT AREAS AND TEMPORARILY STOCKPILED ON SITE OVERNIGHT, IT SHOULD BE COVERED WITH PLASTIC SHEETING TO PREVENT RUNOFF FROM PRECIPITATION AND TO PROVIDE DUST CONTROL ON THE SITE; Z • THE ENTIRE VOLUME OF IMPACTED SOIL CAN BE RE -USED AS STRUCTURAL Q FILL MATERIAL (IF STRUCTURALLY SUITABLE) IN AREAS THAT WILL BE COVERED BY THE PROPOSED PARKING LOT AND BUILDING FOOTPRINT. THE IMPACTED SOIL USED AS STRUCTURAL FILL MATERIAL MUST BE PLACED A MINIMUM OF 3 (n O FEET ABOVE THE HIGH WATER TABLE DEPTH OF THE SITE; co 2 • THE REMAINDER OF THE IMPACTED SOILS IF REMOVED FROM THE SITE ARE TO W w BE PROPERLY DISPOSED IN AN OFF -SITE LANDFILL PERMITTED FOR SUCH USE. -J 0 • IF UNEXPECTED PETROLEUM CONTAMINATION IS FOUND IN THE SOIL DURING z EXCAVATION ACTIVITIES, THE SOILS SHALL BE TESTED TO DETERMINE THE O 0 APPROPRIATE DISPOSITION FOR THE SOILS. THE EXCAVATION CONTRACTOR 0 0 SHALL BE INSTRUCTED TO NOTIFY THE GEOTECHNICAL ENGINEER IF Q UNEXPECTED SOIL CONTAMINATION IS ENCOUNTERED. A PID METER SHALL BE W z UTILIZED AND POSSIBLE LABORATORY TESTING SHALL BE COMPLETED TO W DETERMINE THE APPROPRIATE DISPOSITION FOR THE SOILS. W • DERMAL CONTACT WITH THE IMPACTED MATERIALS PLACED WITHIN THE FOOTING W o OF THE STRUCTURE OR BENEATH THE FLOOR SLAB OF THE STRUCTURE SHALL ® 0 W z BE PREVENTED BY CAPPING WITH THE POURED CONCRETE FOOTING AND THE '_ BUILDING FLOOR SLAB; J C • DERMAL CONTACT WITH THE IMPACTED MATERIALS PLACED WITHIN THE PARKING �', 0 } � LOT SHALL BE PREVENTED BY CAPPING WITH NEW BASE COURSE AND o N W IMPERMEABLE ASPHALT; • DERMAL CONTACT WITH THE IMPACTED MATERIALS PLACED WITHIN THE LANDSCAPE AREA SHALL BE PREVENTED BY THE ADDITION OF A GEOTEXTILE r BARRIER AND A MINIMUM OF 18-INCHES OF CLEAN TOP SOIL. (A• A BARRIER AND CLEAN TOP SOIL SHOULD ALSO BE IMPORTED FOR PLACEMENT Q (A OVER THE IMPACTED MATERIALS IN ANY AREAS THAT WILL NOT BE COVERED WITH CONCRETE, ASPHALT OR A BUILDING FOOTPRINT. TREES ARE ALLOWED' o v TO BE PLANTED WITHIN THE LANDSCAPE AREAS. �v Q 0 • IT IS ANTICIPATED THAT GROUNDWATER WILL NOT BE ENCOUNTERED DURING THE SHALLOW EXCAVATION ACTIVITIES AT THE SITE. HOWEVER, SHOULD ANY 2 2 WATER (INCLUDING PERCHED WATER OR STORM WATER) COLLECT IN THE o o EXCAVATIONS, IT WILL NEED TO BE PROPERLY DISPOSED OFF SITE BY A � � N o N LICENSED WASTE HAULER. ADDITIONAL SAMPLING MAY BE REQUIRED TO ASSURE N N M N 0 PROPER WATER DISPOSAL.Ll o N M SOILS DISPOSAL DOCUMENTATION AND REPORTING W _j Uj IF ENCOUNTERED, SOIL EXCAVATION AND RELOCATION AND/OR DISPOSAL OF THE > 0 m IMPACTED MATERIAL SHALL BE DOCUMENTED IN A DETAILED POST -EXCAVATION w (n N LU Q REPORT, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE REPORT shall PROVIDE THE VOLUME OF SOIL REMOVED; VERIFY THE PLACEMENT LOCATION OF a z _ 0 IMPACTED MATERIAL ON SITE (IF APPLICABLE), THE LOCATION OF ANY CONFIRMATION 0 a a z SOIL SAMPLES COLLECTED AND LABORATORY ANALYTICAL RESULTS (IF APPLICABLE), a m Q ® U ir THE SOIL DISPOSAL LOCATIONS, AND A SUMMARY OF PERTINENT HAULING RECORDS U Q o z w AND MANIFESTS. ' a 0° - Z D o w z E CLOSURE Q Q o 0 w DURING THE DEVELOPMENT OF THE SITE IF IMPACTED SOILS ARE ENCOUNTERED oIL v `� THE CONTRACTOR SHOULD NOTIFY THE GEOTECHNICAL ENGINEER FOR SITE SPECIFIC z 3 0 0 w RECOMMENDATIONS. THE NOTES REFERENCED ABOVE ARE GENERAL AND SHOULD W � BE DISCUSSED WITH A GEOTECHNICAL ENGINEER PRIOR TO IMPLEMENTATION. 0 w Q Z 0 EXCAVATED MATERIALS SHALL BE HANDLED IN A MANNER SET FORTH HEREIN AND `` ~ 0 0 " IN ACCORDANCE WITH APPLICABLE STATUTES AND REGULATIONS. w Lio o w w V) N w w N it Q Q o �4 v� or CALL 48 HOURS BEFORE YOU DIG157 IT'S THE LAW! Know what's b@IOW. DIAL 811 Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC o J < 0 �LL 7/31/13 �°IaoJ��T uo. 1306001 muwt0�ea. CO3 v L U d �o 0 N 0 v It 0 On 3 z Q J a- W f- V) I (n [n -0 ry I 0 U / c O 0 Z) L c 0 U v v v / 0 ry C_ Q a� N I -v v 0 L m v L 0 C v d- I 0 0 d e E v C rn .3 v E 0 0 F- in i� RESTRIPE PARKING (MATCH EXISTING, TYP) 4., 2.7 s. f. Use of pavement symbol in accessible parking spaces is optional, when used the 4.53 s.f. symbol shall be 3' or 5' high 411 and white in color. UNIVERSAL SYMBOL OF ACCESSIBILITY PER FDOT INDEX 17346 N.T.S. SIGN NO FTP-21-06 AND FTP-22-06 3-6" WHITE CHEVRONS EQUAL SPACED PER AISLE. 0 20 40 SCALE (IN FEET) PROPOSED TRASH COMPACTOR AND PAD PROPOSED DUMPSTER PAD (SEE ARCH. PLANS FOR DETAILS) PRIOR TO CONSTRUCTIONCOORDINATE WITH CITY OF ZEPHYRHILLS PUBLIC WORKS DEPARTMENT FOR FINAL BOLLARD (TYP) LOCATION AND ORIENTATION F------------------ - - - - - - - - - ---------- /� r---43.1�- - -- 18.17' / fl i 777777%i , �� m� / / STAIRS (TYP)� SEE ARCHITECTURAL PLAN j / / �' OPEN CUT AND PATCH EXISTING ASPHALT AS NECESSARY I PROPOSED EXPANSION (SEE ARCHITECTURAL PLANS) / TYPE "D" CURB PER FDOT INDEX 300; ` MODIFY TO MATCH 260 EXISTING PROFILE 40.36' EXISTING BUILDING / ,. 4. �'" c �► i BOLLARD (TYP) ° a',' ° a -A SEE ARCH. PLANS I FUTURE EXPANSION AREA "a • V ° PROPOSED EXPANSION i .• a Ga - (SEE ARCHITECTURAL PLANS) STAIRS (TYP) SEE ARCHITECTURAL PLANS ) a - - - - - - - - - -7T - - - - - - - J � - ._ :.. r--------------------- - ; " OcvP�EN CtA AND PATCH', I- � t 1 - - - - - - - - - - - - - i- 3� - - - - - - - - - - .AODum-r AC: 1JrnCCCAGY CPUUBBLIC SIDEWALK CURB RAMP \ SIGN NO FTP-21-04 AND FTP-22-04 cI r� .I I. , _j I. -Col I� I-, N iV N TYPICAL N N NOTES: 1. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 2. AN ACCESS AISLE IS REQUIRED FOR EACH ACCESSIBLE SPACE WHEN ANGLE PARKING IS USED. 3. CRITERIA FOR PAVEMENT MARKINGS ONLY, NOT PUBLIC SIDEWALK CURB RAMP LOCATIONS. FOR RAMP LOCATIONS REFER TO PLANS. 4. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595A. 5. THE FTP-22-04 PANEL SHALL BE MOUNTED BELOW THE FTP-21-04 SIGN. 6. STALL DIMENSIONS SHOWN FOR REFERENCE ONLY. SEE PLANS FOR LAYOUT DIMENSIONS. H.C. PAVEMENT MARKING DETAIL PER FDOT INDEX 17346 N.T.S. III N PARKINGED BY ONLYT HNE FTP-21-06) SIGN PER DOT INDEX 17355 FTP-21-06) SIGN PER DOT INDEX 17355 FTP-22-06) SIGN PER DOT INDEX 17355 3/8" HOLES NTH HOLES DRILLED ON 1" CENTERS FULL LENGTH IN FULL LENGTH IN METAL POST. (MOUNT WITH 5/16" x 2 1 4 BOLTS, TOP AND BOTTOM OF SIGN) 3 1/8" 5/ /2" METAL P08T MR. OF MAW POST SMALL BE 2-2 1/2%/FT. SE0110N A -A SIGN DETAIL F00 N.T.S T'�1 _; 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) 1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED WITHIN MUTCD 5. THE SYMBOL IS COMPOSED A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) 6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB OR WHEELSTOP. 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE SUBSTITUTES FOR REGULAR BUMPER GUARD. 8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBILITY CODE. SITE DATA SITE AREA: 9.67 ACRES (PER PROPERTY APPRAISR) PARCEL ID NUMBERS: 35-25-21-0010-08800-0000 EXISTING ZONING: C2 FUTURE LAND USE DESIGNATION: COMMERCIAL TOTAL EXISTING BUILDING AREA (ROSS): 18,213 SF PROPOSED BUILDING AREA (ROSS): 22,020 SF FLOOD ZONE: FLOOD ZONE X NET IMPERVIOUS AREA TO BE REMOVED = 167 SF 1. CURRENT UTILITY SERVICES SHALL REMAIN. 2. AT CONTRACTOR'S EXPENSE, A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON COMPLETION OF WORK. 3. HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL HANDICAP SYMBOL AND EACH SPACE SHALL BE PROVIDED WITH A SIGN STATING "PARKING BY DISABLED PERMIT ONLY." ALL HANDICAP ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. 4. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE CITY OF ZEPHYRHILLS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. 5. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. 6 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. 7. UNLESS OTHERWISE INDICATED ON PLANS, ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB AND/OR CENTER OF STRIPING. 8. ALL BUILDING DIMENSIONS ARE TO THE EXTERIOR FACE OF CMU WALL. 9. ALL PROPOSED SIDEWALKS & HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODE. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DEVIATIONS. 10. AS -BUILT PLANS CERTIFIED BY A LICENSED SURVEYOR ARE REQUIRED BY CONTRACTOR AT TIME OF COMPLETION. GRADING, UTILITY, AND STORMWATER AS-BUILTS ARE REQUIRED TO THE ENGINEER IN BOTH SIGNED AND SEALED PAPER FORMAT AS WELL AS ELECTRONIC AUTOCAD FORMAT. AT A MINIMUM, THE GRADING AS-BUILTS ARE TO INCLUDE ALL CENTERLINE HIGH POINTS AND LOW POINTS, CHANGES IN GRADE, INTERSECTIONS, PAVEMENT AND SIDEWALK GRADES AT H.C. RAMPS, HANDICAP PARKING SPACES AND ACCESS AISLES, HANDICAP PATHS OF TRAVEL, AND ALL GRADES AS INDICATED ON THE PAVING, GRADING, AND DRAINAGE PLAN. UTILITY AND STORMWATER AS-BUILTS SHALL INCLUDE LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL APPURTENANCES, INCLUDING, BUT NOT LIMITED TO PIPES, MANHOLES, VALVES, ETC. 11. PARKING LOT STRIPING TO MATCH EXISTING. THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD MAP PANEL MAP EFFECTIVE ZONE COMMUNITY NUMBER NUMBER SUFFIX DATE X PASCO 120235 0005 C DEC. 17,1991 LEGEND ` REMOVE EXISTING PAVEMENT PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED ASPHALT OVERLAY PROPOSED SEALCOAT �y/ Z M r QO N Ii 0000 MW N v w��MU0 x CDCFE N Z WN 0 0 . V) = �?<inZa V W Z>in 0000 O WOOD < z M r*1 } 0 < - W t3 00 W br)jL� N n ~ o0 n X U) J 0 LL U) W r., 0 Q 0 0 Z Q � U) U) LL _ J W o}_ a w N Q o 2 O z V v U O N O N O '4r O O � 04 \ N 04 \ M O cV N 01 � O \ M \ d W Q 0 tr. 0 m W � (N O Z J 0 Z Q = n Z - (n < Q O U (n m -a a \ 0 w a 0 W 0 w 0 o 0 LL. O - U Q g 0 W O O J O U V LLIz Q �' X O 0 W a_ Q � a o 0 ~ O C> O J rJ 0 (n (n > 0 W 0 W 0 W >N W >in> ` L I «� s o a e t7A4TIV 7/31 /13 eaojeer Mo. 1306001 r WL44 ea. C04 ui 0 0 0 s co U U c c 2 a) 0 rn c a� c o� ui w 0) m O _0 L = U c 0 i1 N � O u L 3 d Lo o N 0 Y O � 0 U a� Ln o U E ro pi o v aD z °C Q J ca a a p a cn lZ 3 I r- N 3 O I Lo _0 o ca U a) / o °- O � U -j Q ~ U c / T v 0 v o In (!1 C O as / U co o E a 2 a� N c I cn v a� CD L L m v U) a� c a v N a. a co O 0) 0 Q) O o M 0 ai E v o rn E c � 3 -00 V) L _ 0 is THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD MAP PANEL MAP EFFECTIVE ZONE COMMUNITY I NUMBER NUMBER SUFFIX DATE X PASCO 120235 0005 C DEC. 17.1991 W, • OVERLAY ASPHALT IN HATCHED MATCH EXISTING GRAD€ AREA AS NECESSARY TO TIE TO EXISTING GRADE I v' , U � it) co / / ZMN m Az�1zt� . m m �yf wm LI.00 04 • COMPA(*OR G ' • ! I O / vi ^ �O CORE BORE AND CONNECT T I z �( EXISTING INLET ;ELEV. 45.00' "� i n v o ROPOSED GAS SERVICE TYP), r CONSTANT .SLOPE ;3 = X w N a 3.537. DEIGN, 5% MAX v„ # 3 w w u z O d a, _ PROPOSED---tATER= vtoERVICE (P) z o � Q 37.1 '7' ' ,,z , " > Go )a0�0 TYPE II TRENCH DRAIN PER FDOT INDEX 206 I (OR APPROVED EQUAL) II TOP ELEV. = 48.46 6" PVC INV. = 45.75 LA LA lu �^ �L J o II Q N z� � J Q, U.l £a u- ILA JO W cn 0 03 I om II 2 , I I LININGFOR DETAILS WALL W/ LING (SEE ARCH., PRNS , I I ) Nm� am WA IBOLLARD (TYP)� I SEE ARCH. PLANS FOR DETAILS IIMATCH EXISTING GRADE II I I l^ I xlkl II II II / I$ O ARCHITECTURAL ,' s I m V w O r° Q PLANS FOR DETAILS / z' r° OPEN CUT AND PATCH l (fYP) M O V n o to CONST. 75 4F 6" PVC g25p hg 6 _ STORM ® 1.0% 45' BEND Q UMPST RD ,- -M\� VERIFY GRADE, PRIOR TO CON' (RUCTION OF DUMPSTER I �gJQX MATCH EXISTING GRADE i t (TW) 50.0 g0 ? W �g 6' C B TRANSITION 48.91 pl�1i�5ppp BRAS A( /S DIRECTED 1 49.50t �— qg� GRADE PTO �th'AIN V w U I o RETAINING ,WALL W/ a Q RAILING (SEE.. 4RCH. o PLANES FOR DETAILS) TYPE D CURB' �g5p 49• :�� %� 9982t ER FDOT INDEX 300 10 Q m �F041 3 50.50 (TW) , I0.00 J £I 5Ulf .' 0 �OLL Lu TYPE D CURB Q30o ° PER FDOY INDEX/300 LL J D MATCH EXISTING GRADE! N ^� w IZ J' r' a ' 4 . <4 ui Q 0 1 O d \ \ N O N d ^ M N O\i N _ 4 r,- 0 N \ \ _ . N J W V w Fa -Li m r ?s 3 N O � � o o , Z = ( Z f�X 0 J O U f' w z cn a a ix f mo/ a f ... I n a \ Q w � Q Z { ZO H W o w U O U V O Q 13.5't 6' 17.38'f ASPHALT OVERLAY CURB PROPOSED CONCRETE RAMP 1 MIN BUILDING MAX 2% MAX VARIES SECTION A- NTS ...... ....:.....:..... ......... ....... IDETAIL a 5" MIN. HE • 6"HEIGHT; TIE INTO 23't EXISTING ASPHALT GRADE HEIGHT; MAXMA ...... 3 _.._ - _........... _ _ ....... E ALT ADE AND MAINTAIN PROP. 1 SIDEWALK SLOPE SIDEWALK i MATCH EXISTING GRADE EXISTING ASPHALT 1 % MIN. TO BE REPAIRED AS 2� MAX LEGEND �11 NECESSARY PROPOSED CONCRETE 1PROPOSED SPOT ELEVATION y1� TOP OF WALL*/PAVEMENT GRADE REMOVE EXISTING PAVEMENT y PROPOSED ASPHALT OVERLAY \% PROPOSED SPOT TOP OF CURB/BOTTOMA OFCURBg 5 MINIMUM TW ELEVATION SHOWN ` PROPOSED ASPHALT y\ 15 SEE STRUCTURAL PLANS FOR WALL HEIGHT PROPOSED SEALCOAT -� MATCH EXISTING ELEVATION MODIFY AS NECESSARY A w w w w w w w w w w w w -- -- w A A A A -- A A A A A A . JJ SECTION B ® NTS z U Q U w a O � j .. - Z I O 0 W Q Z U a *NOTE: MINIMUM TOP OF WALL (TW) ELEVATION SHOWN. DESIGN WALL ELEVATION 0 U o- o o Q z o MAY VARY. SEE STRUCTURAL PLANS FOR U o_ o o o 0 �'- i , DESIGN WALL HEIGHT _. LJ LJ o W o W U W w N 6:1 (TYP) ir OfQ Q w 4:1 (MAX) RETAINING WALL WITH RETAINING WALL WITH RAILING (HEIGHT VARIES) RAILING (HEIGHT VARIES) SEE STRUCTURAL PLANS SEE STRUCTURAL PLANS •.•••°s FF = 52.50 FOR DETAILS FOR DETAILS ` TRUCK WELL 5 � u 24.0' .m c -. R�� S E C TI ON C. 's•°•® NTS `® ® 161,C] 66.5' TYPE II TRENCH DRAIN TRUCK WELL �°► PER FDOT INDEX 206 BUILDING FF = 52.50 (OR APPROVED EQUAL) TOP ELEV. = 48.46 H.D. ASPHALT CONCRETE 7/31/13 6" PVC INV. = 45.75 3% TYP paoJ�G1-�lo 1306001 SECTION D_ NTSC05 rn U W O U N 0 a) V) N _O Of EXISTING SANITARY SERVICE (TO REMAIN) NOTE: EXISTING UTILITY LOCATIONS OBTAINED FROM AS-BUILTS AND NOT FIELD VERIFIED. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. ISOLATION VALVES DO NOT EXIST ON EXISTING 8" WATERMAIN. CONTRACTOR TO COORDINATE WITH CITY UTILITIES FOR WATER CONNECTIONS. PHONE SERVICE TO EXISTING UNITS TO REMAIN NOT SHOWN. COORDINATE WITH PHONE COMPANY FOR LOCATIONS, CONDUIT SIZES, ETC. SEE ELECTRICAL PLANS FOR DETAILS. PROPOSED ELECTRICAL SERVICE IN 2" CONDUIT (SEE ELECTRICAL PLANS FOR DETAILS) - - - - - - - - - - - - - - - - - - - - - E E E E E --'� L-------------------�-- I r� / �Wi a i I , 1'ee SUMP PUMP DRAIN SEE SHEET C05 PROPOSED ELECTRICAL SERVICE IN " SEE ELECTRICAL I OPEN CUT AND PATCH 2-3CONDUITS I ( �, ", / / r r'V 1n-rl A Iel A[ r%"AI T AI C/l L'C^L-ArbV 0 20 40 SCALE (IN FEET) PROPOSED TRASH COMPACTOR (SEE ARCH. PLANS FOR DETAILS) ----------------I _E---�---� E— ' UTILITY NOTES 1. ALL VALVES, SERVICES, HYDRANTS, FITTINGS, ETC., ARE NOT DRAWN TO SCALE BUT ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. 2. ALL DISTURBED AREAS WITHIN THE RIGHT—OF—WAY SHALL BE RE —GRADED AND SODDED TO PRE -CONSTRUCTION CONDITIONS. 3. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND ADJUSTMENTS, AS REQUIRED. 4. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 72 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT. 5. ALL PVC WATER LINES SHALL BE BLUE IN COLOR ONLY. 6. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT SHALL CONTAIN NO MORE THAN 0.2% LEAD. 7. ALL PIPE AND FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR FOR WATER. UNDERGROUND PLASTIC PIPE SHALL BE SOLID -WALL BLUE PIPE. 8. THE WATER SYSTEMS SHALL BE CONSTRUCTED TO PROVIDE ALL APPLICABLE STANDARDS IN CHAPTER 62-550, F.A.C. AND THE REQUIREMENTS OF CHAPTER 62-555, F.A.C. 9. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH STANDARDS, REGULATIONS, OR REQUIREMENTS OF THE AMERICAN WATER WORKS ASSOCIATION STANDARDS AS INCORPORATED INTO RULE 62-555.330, F.A.C., IF APPLICABLE. THE DEPARTMENT SHALL ALLOW USE OF PIPE AND APPURTENANCES THAT DO NOT CONFORM TO THESE STANDARDS ONLY IF DOCUMENTATION IS PROVIDED IN ACCORDANCE WITH PARAGRAPH 62-555.320(21)(C), F.A.C. 10. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH STANDARDS, REGULATIONS, OR REQUIREMENTS OF THE NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.335, F.A.C., OR OTHER STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED UNDER PARAGRAPH 62-555.320(3)(B), F.A.C., IF APPLICABLE. THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO CONFORMANCE WITH THESE STANDARDS, REGULATIONS OR REQUIREMENTS ONLY IF DOCUMENTATION AND ASSURANCE IS PROVIDED IN ACCORDANCE WITH PARAGRAPH 62-555.320(3)(D), F.A.C. LEGEND REMOVE EXISTING PAVEMENT PROPOSED ASPHALT n A 3 � z D -o m PROPOSED CONCRETE N w F. -4 p=C 3 7° m iF PROPOSED ASPHALT OVERLAY 00rn .+ Z� C N� I� i F PROPOSED SEALCOAT (n i EXISTING BUILDING °• ..' ?a =$ o PROPOSED STORM PIPE W . ..< . . WN 1 W TAP EXISTING 8" P ET " C WM _.._.._._. EXISTING STORM PIPE W 2 TAPPING NSADDLE VAND VALVE WET TAP BY CONTRACTOR, CITY e PROPOSED ELECTRIC LINE — — j a . ' • T B ER TAP EXISTING ELECTRIC LINE LL MUST E PRESENT FOR PROPOSED ELECTRICAL �d `'�� INSTALLED WATER BYRCIIY �mn SERVICE (SEE ELEC. PROPOSED WATER PIPE (� i ) PLANS El —0 FOR DETAILS)_ 1-1 /2" RPZ ---••- • EXISTING WATER PIPE Z �. t W PROPOSED EXPANSION ! PROP S D'ELE, RICAi. SERVICE IN ss PROPOSED SANITARY PIPE Q Q CONNECT TO EXISTING < :. •• " SE D', ARCHITECTURAL PLANS) % WATER SERVICE 3 , C QUIT"(,tE- 'ELECTRICAL -------- EXISTING SANITARY PIPE o COORDINATE WITH CITY PLAN FOR jDETAILS U PROPOSED ELECTRICAL EXISTNC 81 PVC • PROPOSED GAS MAIN _. _ . _ SERVICE IN 2" CONDUIT WATE MAi; • ,(TO REMAIN)-' • "- -� • EXISTING GAS MAIN z %- - (SEE ELECTRICAL PLANS FOR DETAILS y� — F — — — — PROPOSED FIRE SERVICE LOCATION N (SHOWN FOR INFORMATION ONLY, �� �— — — — — — — — — —{ — S.. -„ ; 11;, , •- — — — — — / I=XI�TiNG ,'2" WATEb� SERVICE FIRE MAIN/SERVICE DESIGNED BY OTHERS) (ALLI � tQ 0 V � Q C)U c)V M � O O � N O N 'O r 04 O \ N \ M O N N O O \ \ W Q �p tL Lj `-' D m W W W W Q a Z X J U Z = C- Z }} Q V) Q O U O d a-� W a m z O W p W U Z U Ii O N U U W 0- O � LLJ Q O O p W tz W y� W J Z � (L 0 O Q 0 Q U O O W p p p W �j 0 Z w on w o 0) Z N of 1< I a WIWI 2 KkWA 1.441 '•x Ty3Ll _ a �.a o a 0 • e • o of lilt% 7/31 /13 waojeermo. �� �� Vv �,—,.��• 1306001 ELIMINATED FIRE MAIN LOCATION FROM TRUCK WELL TO NORTH AND SOUTH i TENANT BUILDINGS. ELIMINATED GAS MAIN SHOWN FROM SOUTH THE SE CORNER OF BUILDING. f0� 0J"94"a C06 p o U � >, co� a m C c o C 16 rCL M r Ca co � 3 O r N 3 a) O E o v � y 0 r U O U m` n. v) o E � a J � 0 Q ar Ld CD r) Iv F- m Z o- U 3 ' I U cn � � o rya) I r � o Cu U a) o C o- o D L a � N C y 0 U >' C v 0 v a cn s 0 aS W o c E a 2 aD in N Ca I � C a� zu L L m a c L co a� E C a o N 0 m W I a ro 0 Y 0 c0 a) 0 M o U 5 d ai t E W a o C rn Ec � 3 U 0 L � ziuWJe1:l!I#.1111&011:11Ll1; a147 ICI TYPE S-1 OR SP-12.5, TO (W/2)+2' SURFACE JOINT TO BE MATCH EXISTING (2" THICK, MIN) MECHANICALLY SAW CUT. EXISTING ASPHALT SURFACE ti 00 " EXISTING BASE MATERIAL 1' () (W) REPLACEMENT BASE MATERIAL TO BE 3000 PSI HIGH EARLY STRENGTH CONCRETE. TRENCH WALL `- UTILITY PIPE NOTE: TRENCH WIDTH (W) = PIPE DIA. + 2' OPEN CUT AND PATCH DETAIL (N.T.S.) \-MEDIUM BROOM FINISH 12" COMPACTED SUBGRADE MIN. COMPACTED TO MIN 98% OF MAX. DRY DENSITY (ASTM D-1557) 6" CONCRETE PAVEMENT, 28 DAY MIN COMPRESSION STRENGTH OF 4,000 PSI W/ 6 X 6 10-10 WWM (WITH FIBER) TYPICAL CONCRETE PAVEMENT DETAIL NTS PARKING SLOPE AS PER PLAN 2" TYPE S-1 OR SP-12.5 ASPHALT SURFACE COURSE O 8" LIMEROCK BASE (LBR 100) COMPACTED TO 98 OPERCENT OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM-1557) O3 TACK COAT 12" COMPACTED SUB -BASE (LBR 40) COMPACTED TO 4O 98 PERCENT OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM-1557) O5 COMPACTED SUBGRADE ASPHALT PAVING DETAIL N.T.S. CONC. FILLER CUT CONC. FILLER VULKEM 116 OR 245 (NON SAG) JOINT MATERIAL TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PROVIDE LIGHT GRAY COLOR TO MATCH CONC. C P j BAS SAW CUT MUST BE COMPLETED WITHIN 24 HOURS OF POUR. NOTE: THOROUGHLY CLEAN JOINT OF ALL SAND, SOIL AND MISC. DEBRIS. APPLY MASKING TAPE ALONG SIDES OF JOINT FOR TEMPORARY PROTECTION DURING SEALANT APPLICATIONS. APPLY FULL BEAD OF VULKEM 116 OR 245 (NON SAG) POURABLE SEALANT AND TOOL LIGHTLY. REMOVE TAPE IMMEDIATELY. SAW CUT SHALL BE 1/3 DEPTH OF THE CONCRETE. TYPICAL SAW CUT JOINT DETAIL N.T.S. 't NOMINAL:::::� NOTE: FORM 24' X 24' NOM. 1 1 W/ FULL 1" X 6" 1" X 2" X 18" z STAKE TO I SAW CUT a 1 /4" WIDE BY 2" DEEP CAULK SAW CUT PENETRATION FULLY. (SEE DETAIL THIS SHEET) EXPANSION I JOINT (Typ•) 1/4" RADIUS F1/2" CAULKING HAND TOOLED 1/2" MASTIC 2' LONG #4 SMOOTH DOWEL 0 18" O.C. R R 0 VISQUEEN WRAP OVER ONE END OF DOWEL PRESSURE TREATED 1 x WOOD COMPACTED BASE EXPANSION JOINT TIP. EXPANSION JOINT & REBAR LAYOUT DETAIL N.T.S. 0 v 2" cfll z 2 c� �f BOLLARD IN CURB L PIPE FILLED W/ IETE. PRIMED & D SAFETY YELLOW PER A4.0 1/2" RADIUS, TYPICAL PAVEMENT SURFACE 1'-6"W x 3'-0"D x T-61 FOOTING PARKING AS SPECIFIED J" EXP. JOINT AND 6„ PREFORMED JOINT FILLER RIBBON CURB DETAIL N.T.S. STD. 6" CURB 0 T 6'-0" TYPE 1 STD. 6" CURB NOSE DOWN TO FINISH GRADE DRIVEWAY SURFACE CURB TRANSITION DETAIL 0 10 SIDEWALK _ _ SEE SITE PLAN PARKING LOT RAMP SLOPES NOT TO EXCEED 1: 12 PER ADA REQUIREMENTS uw VARIABLE -HEIGHT 0- 0 CURB. MATCH "' PAVEMENT HEIGHT AT DEPRESSED RAMP w 0 CURB EDGE SIDEWALK CONCRETE CURB (3/8" LIP) TYPICAL H.C. RAMP DETAIL NTS GAURD POST (TYP) ,SEE DETAIL THIS SHEET) 4'_g (• -6' dia. Suet bollards I o conc. F11ted (typ)at r 9" ei 48* a u aI Max � � � 12' I clearance min. o `a • ( 14" F ( I wring gala (typ.) drop pi hale (typ.) at vvt i ur ,CRETE SURFACE TEEL PIPE FILLED ONCRETE. ✓IED AND PAINTED ETY YELLOW PER VISH SURFACE 18" DIA. CONCRETE FOOTING GUARD POST DETAIL FINISH GRADE 1" RADIUS BOTH SIDES PAVEMENT ELEVATIONS REFER TO THIS POINT PARKING LOT SURFACE AS SPECIFIED (2) #4 BARS CONT TOP & BOTTOM IF 6" VERTICAL CURB DETAIL N.T.S. NOTES: 1. ALL CURBING TO BE 3000 P.S.I. @ 28 DAY P.C.C. TYP. 2. PROVIDE EXPANSION JOINTS @ 20'-0' O.C. 4" MIN, 5"JMAX 5/8" OR 3/4" HOLES 12" (t) 2" MIN. �� 3" MAX. 2" MIN. 3" MAXI I I I PITCH OPTIONAL #4 BARS, 18" LONG 8" MIN. (TWO PER GUARD) 9" MAX. R=2" CAST OR RUBBED CONCRETE BUMPTER GUARD CONCRETE WHEELSTOP PER FDOT INDEX 300 N.T.S. SURFACE OF DRIVE THRU LANE m d a oa ° 6" 0 STEEL POST FILLED WITH CONCRETE 6" WIDE x 24" DEEP CONCRETE CURB FINISH SURFACE a I 18"0 CONCRETE =FOOTING a BOLLARD DETAIL PER PLAN \j \7 / \ / / i X 4" CONCRETE CURB EDGE WALK 6"x6"-1.4x1.4 W.W.F. 1" RADIUS 2 - #4 BARS CONT. PARKING AS SPECIFIED 6" INTEGRAL CURB AND Tie beam With 1-#5 rebar continuous 127 clearance min. pin g gate (typ-) 1-05 at 4' center 6` Ir 3000 p.s.I. concrote slob with fiber mesh rebforcing - B'x 16' concrete footing monolithic, mfn 6' thickness, w/ 2- #5 rabor (t)p.) 6"x6'/ 10x10 W.W.F. CITY OF ZEPHYRHILLS DUMPSTER DETAIL SEE CITY STANDARD DUMPSTER DETAIL FOR SPECIFICATIONS NOTE: DUMPSTER WALL/DOORS NOT REQUIRED SIDEWALK DETAIL N.T.S. 6'-0" MAX LONGITUDINAL GRADE 5% a e \-MEDIUM BROOM FINISH 12" COMPACTED SUBGRADE MIN. COMPACTED TO MIN 98% OF MAX. DRY DENSITY (ASTM D-1557) 6" CONCRETE PAVEMENT, 28 DAY MIN COMPRESSION STRENGTH OF 3,000 PSI W/ #5 REBAR 12" O/C EACH WAY AT MID DEPTH COMPACTOR PAD DETAIL NTS SHOWN FOR REFERENCE ONLY. SEE STRUCTURAL PLANS FOR DETAILS ?�1 �yJ z rM 00 fN li 00 6 TYPICAL NOTES: N)o °�° N �3�Mpz 1. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION cn WHICH SHOW "AS -BUILT" CONDITIONS ? p = E 6 F OF ALL WORK INCLUDING PIPING, DRAINAGE STRUCTURES, TOPO OF POND(S), OUTLET STRUCTURES, DIMENSIONS, z 95 .. z N ELEVATIONS, GRADING ETC. SIGNED AND SEALED AS -BUILT DRAWINGS PREPARED BY A REGISTERED FLORIDA LAND 3 ` W 3: Q I, L4 CL SURVEYOR SHALL BE PROVIDED TO THE ENGINEER OF RECORD PRIOR TO REQUESTING FINAL INSPECTION. ? z rwv w O 0 v t� • � � �. z p 2. RECORD DRAWINGS AND CERTIFICATION OF COMPLETION SHALL BE SUBMITTED, SIGNED, SEALED AND DATED �I Z > rn z w BY THE ENGINEER OF RECORD. THE DRAWINGS SHALL INDICATE ANY DEPARTURES FROM THE APPROVED PLANS p r-'00 DURING CONSTRUCTION. ASBUILT DRAWINGS SHALL BE CERTIFIED BY A FLORIDA LICENSED SURVEYOR. O j j r C? W W000 a 3. THE HIGHEST GROUNDWATER WITHIN THE ROADWAY SHALL BE AT LEAST 1.5 FEET BELOW THE LIMEROCK z m � BASE. 0 � W 4. GOVERNING SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION DESIGN STANDARD M Q SPECIFICATIONS, LAST EDITION. N 5. CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA, DEPARTMENT OF 0 to TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, LAST EDITION. 6. ANY NGVD-'29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHALL NOTIFY: GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE SECTION N/CG-162 6001 EXECUTIVE BOULEVARD ROCKVILLE, MARYLAND 20852 TELEPHONE NO. 301/443-8319 _O 7. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROX. ONLY. THE EXACT LOCATIONS 0 SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF �-- CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE RESPECTIVE UTILITY (n OWNERS TO RESOLVE UTILITY CONFLICTS AND ADJUSTMENTS, AS REQUIRED. W 8. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT. 9. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS WHERE OVERHEAD F- TRANSMISSION LINES OR UNDERGROUND UTILITIES. () 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 11. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA (811) FOR FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. V 12. KNOWN UTILITIES: 0 WATER: CITY OF ZEPHYRHILLS UTILITY DEPARTMENT Q SEWER: CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ELECTRIC: DUKE ENERGY GAS: TECO/PEOPLES GAS PHONE: VERIZON 1 Q v m 13. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY W/ FLA. STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. 14. DESIGN ELEVATIONS ARE BASED ON THE SURVEY PREPARED BY OTHERS. 15. BACKFILL FOR ALL UTILITY AND STORM LINES AND AROUND STRUCTURES SHALL BE COMPACTED WITH NO LESS THAN 95% DENSITY. A COPY OF TEST REPORT SHALL BE SUBMITTED TO THE COUNTY ENGINEER. 16. APPURTENANCES FOR STORM SEWER, SANITARY SEWER, WATER AND OTHER UTILITY SYSTEM, SUCH AS MANHOLE COVERS, VALVE BOX COVER, ETC., WHICH ARE LOCATED WITHIN AN EXISTING OR PROPOSED PAVEMENT SUCH AS A ROADWAY OR SIDEWALK, SHALL BE AT GRADE WITH THE FINAL PAVEMENT. (n ACCEPTABLE TOLERANCE IS 3/8 INCH. A DEFICIENCY IN ASPHALT ROADWAY SHALL BE CORRECTED EITHER W (n BY ADJUSTING THE APPURTENANCE OR THE PLACEMENT OF ASPHALT FOR A LENGTH EXTENDING FROM THE J _J APPURTENANCE AT A SLOPE OF 50:1. Q � w GENERAL NOTES: O z 1. THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION ALL U) SEDIMENT CONTROL MEASURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL L U a MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATION. W 2. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING, FERTILIZER AND MULCH, 0 HYDROSEED AND/OR SOD. (n � Cf) 3. ALL NEW BUILDING ROOF DRAINS, DOWN SPOUTS, OR GUTTERS SHALL BE ROUTED TO CARRY ALL STORMWATER TO 0 } EXISTING INLETS. c ua. i C) N L AL 4. NOTIFY SUNSHINE UTILITIES (FLORIDA ONE CALL) 48 HOURS IN ADVANCE PRIOR TO DIGGING WITHIN R/W; 811. 5. ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION SHALL BE REPAIRED BY THE DEVELOPER/CONTRACTOR PRIOR TO FINAL AS -BUILT SIGN OFF FROM THE COUNTY. 6. IN ALL HANDICAP AREAS (PARKING SPACES AND ACCESS AISLE) MAXIMUM SLOPE/GRADE IS 2% IN ALL DIRECTIONS. IN o v ADDITION, ALL RAMPS HAVE A MAXIMUM SLOPE OF 1 TO 12. v y� 0 Q C1 U U U 7. TRANSITION CURB AND GUTTER AT HANDICAP RAMPS TO A MAXIMUM 2.0% CROSS SLOPE. ALL CROSS WALKS SHALL HAVE A MAXIMUM 2.0% CROSS SLOPE. ``' d 0 0 8. AS INDICATED ON THE SURVEY, THE ELEVATIONS ARE BASED ON AN ASSUMED DATUM, AND ARE NOT BASED ON o � N 11-1 ►o N 0) O ANY STANDARD DATUM. _ 9. ALL PAVEMENT CROSS SLOPES AT CROSS WALKS (SLOPES PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL) SHALL BE A MAXIMUM OF 2%. ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 IN 12. ALL LANDINGS AT STAIRS AND w J RAMPS SHALL HAVE A MAXIMUM SLOPE OF 2% (ALL DIRECTIONS). ALL WALKWAYS SHALL HAVE A MAXIMUM SLOPE LESS w THAN 5% IN THE DIRECTION OF TRAVEL. ALL MAXIMUM SLOPES ARE ABSOLUTE AND SUPERSEDE CONSTRUCTION c� _m TOLERANCES STATED IN THE PROJECT SPECIFICATION. THE CONTRACTOR HAS THE OPTION OF ADJUSTING GRADES TO W Of Of ALLOW FOR CONSTRUCTION TOLERANCE BUT SHALL NOT ADJUST GRADES TO LESS THAN 1% SLOPE. THE CONTRACTOR (n V o SHALL CONTACT THE ENGINEER/ARCHITECT REGARDING ANY GRADE REVISIONS PRIOR TO CONSTRUCTION OF THE PAVEMENT Of o W AREAS. THE PAVEMENT SLOPES SHALL BE REVIEWED AFTER CONSTRUCTION AND PAVEMENT OVER THE MAXIMUM SLOPES �' z ,a z SPECIFIED ABOVE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. a § a o 10. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE o � W o o a IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS. o a m a z !2 w � Z L_ 0 11. TO MINIMIZE SOIL EROSION, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT UNNECESSARILY REMOVE EXISTING Q a o o w VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E., HAY BALES, BAFFLES, SODDING o J Y (n AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED Q o w BY SURFACE WATER RUN-OFF ON EXPOSED LAND SURFACES. z 3 0 o J a z 0 a 12. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT SHALL, WITHIN A :2 Li 0 z REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR O U o 0 0 0 STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE LJ o o U J C' C'GREATER THAN 5:1. VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED. Ln L w w v) u7 o a a a kkikA`f1 ? file / yg C,?0tl •�. � •�� ° - b® MEDIUM BROOM FINISH 12" COMPACTED SUBGRADE MIN. •-�•Q COMPACTED TO MIN 98% OF ®® MAX. DRY DENSITY (ASTM D-1557) SUBGRADE TO BE FREE DRAINING (K>5'/DAY) j �E ! I ease 6" CONCRETE PAVEMENT, 28 DAY MIN ) �. COMPRESSION STRENGTH OF 5,000 PSI W/ #5 REBAR 6" O/CEACH WAY AT MID DEPTHT 7/31 /13 LOADING DOCK CONCRETE DETAIL PaoscTNo BID ALTERNATE NTS 1306001 SEE ARCHITECTURAL PLANS FOR STRUCTURAL CALCULATIONS. �. SEE GEOTECH REPORT FOR SOILS RECOMMENDATIONS.