Loading...
HomeMy WebLinkAbout2010 Restroom Improvements (Box 13 #82)ndian River County Schumann Park Restroom RICHARD GILLMOR MAYOR JIM HILL VICE MAYOR ANDREA B. COY COUNCILMEMBER EUGENE WOLFF COUNCILMEMBER DON WRIGHT COUNCILMEMBER ALFRED MINNER CITY MANAGER 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4! 7L 7 0 SUNSHINE STATE ONE CALL OF FLORIDA, INC. r Jr mp rovements INDIAN RIVER COUNTY, FLORIDA a CI W PROJECT w LOCATION It F N N W 1 Engineering By: 0 M r z M A D v o �' '' m ✓cam w I tY I D ENGLAR 1� rn M n II �J L X O � ESSEX LANE LOCATION MAP LOCATION MAP 1 10L NEELNnSCHAFFER = Solutions you can build upon 1201 19th Place, Suite A-101 Vero Beach, Florida 32960 Phone: (772) 770-4707 FAX: (772) 770-4640 CA 00008556 SHEET INDEX 1 COVER SHEET 2 SITE PLAN - FORCEMAIN CONNECTION 3 PROPOSED RESTROOM IMPROVEMENTS 4 CONSTRUCTION DETAILS r;. FRANK T. WATANABE, P.E. FLORIDA REG. No. 66735 ISSUED: Project Number: e!�116/2a, DATE AUGUST 6, 2010 NS.07985.001 w Y 4 Z z Q I � 2 U -I o �' '' m ✓cam w I tY I D ENGLAR 1� rn M n II �J L X O � ESSEX LANE LOCATION MAP LOCATION MAP 1 10L NEELNnSCHAFFER = Solutions you can build upon 1201 19th Place, Suite A-101 Vero Beach, Florida 32960 Phone: (772) 770-4707 FAX: (772) 770-4640 CA 00008556 SHEET INDEX 1 COVER SHEET 2 SITE PLAN - FORCEMAIN CONNECTION 3 PROPOSED RESTROOM IMPROVEMENTS 4 CONSTRUCTION DETAILS r;. FRANK T. WATANABE, P.E. FLORIDA REG. No. 66735 ISSUED: Project Number: e!�116/2a, DATE AUGUST 6, 2010 NS.07985.001 . 1k .A am LEGEND North NEW RESTROOM AREA C) \, M i 1....t _ ; ,. � ,. \� �. � � GRAPHIC SCALE 0 20 I A[r A 0 SIDEWALK -- I I — (IN FEET) f J- uJ i i x PLAY AREA (RELOCATED) I I 1 inch 20 ft. I_Lr �T8 i I 2 + 22,46 �_ p 3 ( �,.v s s /r 4 A � ti `! 24 , I - N I v t REMOVE & REPLACE ------- dr3; � - NEW 2" CONDUIT''' 1 ` SSIDEWALKELECTRICAL LINE2 f ON'BY r �.90 r I CI /;- \RESTROOMS +., s, 4 .4 25'X25' , , „J I I�„ s E t r _w., r, a 2t i i ; i ✓ f "�°`" ' /i, I e\ �� DEMO EXISTING s ��r:� r� ���-- - f - NEW ADA �'' �� BUILDING ' 4 x € ''� «> '\� I RAMP NEW - _.______ _..._ _.....__.___. _ ___w. ____-_.__ ----------------- - . a a ! "I 9'-5" 9 BO 24'-8" 6-4- CLG TILE TIC (Min. Min, C14 ip 00 ch 24'-8" 6-4- CLG TILE TIC 9'-2- z/_ FLOOR PLA N 5'-8" 24'-8" 9'-4" I/ L- I ]r28 6 8 3068 0 EV FAW 100 CFM 9'-4- CLG. TILE ELECTRONIC • LOCK 220 V\ F__j EXIT T 30-68 - 9-4- g'-2" T -O" V fV 3068 r D Eleotric Meter 0 SCALE: 1/4"= V-0" 30"X48" CLEAR FLOOR SPACE 60" (Min. AT LAVATORY SHALL 12'1 COMPLY WITH (4.19.3) (Max-) 611181, 42" (Min. (Max.) 3611 191, (Min.) (Min 71 L L LLQ LO C) Lf) CO Lo 32" (Min.) CLEAR SPACE (H/C) DETAIL (ADA) HANDICAP LAVATORY DETAILS ELECTRICAL NOTES - CEILING CAN RECEPTICALS -CEILING LIGHTING OUTLETS S SWITCH N.T.S. (Min. Min, ch e r .3 £` - - - — -------- 30688 o '� 2* , 7 -- &D EV FAW w --- --- — ------- --- - - - ------- ZE 4! 100 CFM —0— T-4" CLG 'j j U 7 ELECTRONIC LOCK TILE - / fzll — - ----- - ---- - ---- ---- ---- - - - ---- ---- -1 - F - -- ---- 220 V L j EXIT FIREJ *EXIT 3068 J EXTINGUISHER 3058 9 /8 9'-4" CLG. CONCRETE ------- ---- ------ - \� NEW RESTROOM AREA 9'-2- z/_ FLOOR PLA N 5'-8" 24'-8" 9'-4" I/ L- I ]r28 6 8 3068 0 EV FAW 100 CFM 9'-4- CLG. TILE ELECTRONIC • LOCK 220 V\ F__j EXIT T 30-68 - 9-4- g'-2" T -O" V fV 3068 r D Eleotric Meter 0 SCALE: 1/4"= V-0" 30"X48" CLEAR FLOOR SPACE 60" (Min. AT LAVATORY SHALL 12'1 COMPLY WITH (4.19.3) (Max-) 611181, 42" (Min. (Max.) 3611 191, (Min.) (Min 71 L L LLQ LO C) Lf) CO Lo 32" (Min.) CLEAR SPACE (H/C) DETAIL (ADA) HANDICAP LAVATORY DETAILS ELECTRICAL NOTES - CEILING CAN RECEPTICALS -CEILING LIGHTING OUTLETS S SWITCH N.T.S. SURVEY U P" II DESIGN CRITERIA i D 1JAIA-F 77- Fii i CODE APPLIED: 2007 FLORIDA BUILDING CODE AND THE SUPPLEMENTAL ! 07 7 ADDENDUM 140 MPH WIND ZONE TO THE 2009 BUILDING CODE 2 U- �D !".S EN' .:;: 7), �E LF A) BASIC WIND SPEED: 140 MPH (3 SEC. GUST) ER T E N T' 0 S IF 11, F� i,� i,F 120 MPH (FASTEST MILE) AP_ �J­Ii� EN I C. F ;I �7 B) IMPORTANCE FACTOR: 1.0 MASONRY WALL SCHEDULE (MW) F 1 �Q BUILDING CATEGORY: 11 MASONRY WALL SCHEDULE (MW) DAI rg it Zm j 'A F i FJ jr� C) WIND EXPOSURE CATEGORY: B -MAINLAND 5 Ei Y 2 !7; t� -7 1 �E� El u P� '3 F:��'J' s J3 J3 J3 FLORIDA BUILDING CODE 2007 (RESIDENTIAL) EDITION J3 J3 J3 J3 ---------- ----- -- - ---------- J3 D) INTERNAL PRESSURE COEFFICIENT' (SIMPLIFIED WIND LOAD COEFFICIENTS NR 3 GC p ALL ANGLES). INTERIOR ZONE 0.18 (ENCLOSED) AND 0-55 (PARTIALLY 91 -CER n si f M AT tPi0:iT:1 �r: i;v !., 11 F I _� r v ENCLOSED BUILDING STRUCTURES.) ENCLOSED BUILDING OPENINGSARE �� ®�� Ip:2 _U, PROTECTED FROM FLYING DEBRIS BY SHUTTERS OR IMPACT GLASS - M A i��ii' 7�i 7r'!�D, IT A ii K E, 0 i I A z N DOOR F J Ll� E}DESIGN WIND PRESSURE COMPONENTS AND CLADDING: 45 PSIF ---------------- ----- - -------- TV z7n ,zr VENT SUFI S 140-i i NG FJ 7 FLt� 1 Fj 7,� 2N H; f3c ��4N! Aff !-� 1% :FT At%1-21�!­` NORTH ELE VA TION SO UTH ELE VA TION SCALE: 114"= V-0" SCALE: 114"= T -O" 0 F Tjil D V4,L j IFRA I I t-,Fj, B 2ro'! 2, j I- c., i �R I.); LET ff",15S ZD 117 €g A:R! 1­�f Y�`Yi- �p 1 -Frl p, iE- 1 �j PC 8 �N �"AREL TF -J F �,J THE 1_f 71 2-T T j ji i� 17 7 K Ul i: Aki LN NZ� 1: % DA __A�, 1, Q'29 IU,i "PS"' -V �ff 4jj 11' E- J 11 .7 LIGHT/MOTION GENERALNOTES — SENSORS A) THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO — MASONRY WALL SCHEDULE (MW) MEN I I MAINTENANCE I I WOMEN I PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. — K3 3] J B) REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE E J3 J3 STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. C) FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. FM D) THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB- SITE A CURRENT APPROVED SET OF SHOP DRAWINGS. DOOR E) REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN EAST ELE VA TION VENT ON THE STRUCTURAL DRAWINGS. FRONT TrEST ELE VA TION BA CK SCALE: 1/4"= 11-9. SCALE: 1/4"= V-0" NOTICE TO DRAWING HOLDER REVISIONS DRAWING INFORMATION WORKING NUMBER: DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE 48 HOURS BEFORE DIGGING NO- DATE BY DESCRIPTION FILENAME:SCHUmANN RESTROOMS.dwg 10L N EEU&SCHAFFER DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CALL TOLL FREE 1`1111111111111L PROPOSED RESTROOM IMPROVEMENTS NS.07985.001 CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER SCALE: Solutions you cmrp build upon REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED 1-800-432-4770 SURVEYEDBY: DA VID M. JOA(ES SCHUMANNPARK ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DSGN: FTW DATE: 0810312010 120119th Place, Suite A-100 Vero Beach, SHEET NUMBER: DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL SUNSHINE STATE ONE CALL DRWN: LGM DATE: 0810612010 SEBASTIAN, FLORIDA BE AT THE REUSERS SOLE RISKAND THE REUSER SHALL INDEMNIFY AND HOLD OF FLORIDA, INC. FTW DATE: 0810612010 Florida 32960 PH: (772) 770-4707 E. 3 HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, Em CHKD: 'eFRAN T. WA 4ANABE, *P.E. INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. QA/QC: FTW DATE: 0810612010 FAX: (772) 770-4640 CA00008556 FL. REG. NO. 66735 1 ch e r .3 £` - - - — -------- ------- --- --- — ------- --- - - - ------- ZE 4! 'j j U — - ----- - ---- - ---- ---- ---- - - - ---- ---- -1 - F - -- ---- L j Q LEGEND ------- ---- ------ - \� NEW RESTROOM AREA V SIDEWALK PLAY AREA (RELOCATED) . ... . ..... . SURVEY U P" II DESIGN CRITERIA i D 1JAIA-F 77- Fii i CODE APPLIED: 2007 FLORIDA BUILDING CODE AND THE SUPPLEMENTAL ! 07 7 ADDENDUM 140 MPH WIND ZONE TO THE 2009 BUILDING CODE 2 U- �D !".S EN' .:;: 7), �E LF A) BASIC WIND SPEED: 140 MPH (3 SEC. GUST) ER T E N T' 0 S IF 11, F� i,� i,F 120 MPH (FASTEST MILE) AP_ �J­Ii� EN I C. F ;I �7 B) IMPORTANCE FACTOR: 1.0 MASONRY WALL SCHEDULE (MW) F 1 �Q BUILDING CATEGORY: 11 MASONRY WALL SCHEDULE (MW) DAI rg it Zm j 'A F i FJ jr� C) WIND EXPOSURE CATEGORY: B -MAINLAND 5 Ei Y 2 !7; t� -7 1 �E� El u P� '3 F:��'J' s J3 J3 J3 FLORIDA BUILDING CODE 2007 (RESIDENTIAL) EDITION J3 J3 J3 J3 ---------- ----- -- - ---------- J3 D) INTERNAL PRESSURE COEFFICIENT' (SIMPLIFIED WIND LOAD COEFFICIENTS NR 3 GC p ALL ANGLES). INTERIOR ZONE 0.18 (ENCLOSED) AND 0-55 (PARTIALLY 91 -CER n si f M AT tPi0:iT:1 �r: i;v !., 11 F I _� r v ENCLOSED BUILDING STRUCTURES.) ENCLOSED BUILDING OPENINGSARE �� ®�� Ip:2 _U, PROTECTED FROM FLYING DEBRIS BY SHUTTERS OR IMPACT GLASS - M A i��ii' 7�i 7r'!�D, IT A ii K E, 0 i I A z N DOOR F J Ll� E}DESIGN WIND PRESSURE COMPONENTS AND CLADDING: 45 PSIF ---------------- ----- - -------- TV z7n ,zr VENT SUFI S 140-i i NG FJ 7 FLt� 1 Fj 7,� 2N H; f3c ��4N! Aff !-� 1% :FT At%1-21�!­` NORTH ELE VA TION SO UTH ELE VA TION SCALE: 114"= V-0" SCALE: 114"= T -O" 0 F Tjil D V4,L j IFRA I I t-,Fj, B 2ro'! 2, j I- c., i �R I.); LET ff",15S ZD 117 €g A:R! 1­�f Y�`Yi- �p 1 -Frl p, iE- 1 �j PC 8 �N �"AREL TF -J F �,J THE 1_f 71 2-T T j ji i� 17 7 K Ul i: Aki LN NZ� 1: % DA __A�, 1, Q'29 IU,i "PS"' -V �ff 4jj 11' E- J 11 .7 LIGHT/MOTION GENERALNOTES — SENSORS A) THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO — MASONRY WALL SCHEDULE (MW) MEN I I MAINTENANCE I I WOMEN I PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. — K3 3] J B) REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE E J3 J3 STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. C) FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. FM D) THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB- SITE A CURRENT APPROVED SET OF SHOP DRAWINGS. DOOR E) REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN EAST ELE VA TION VENT ON THE STRUCTURAL DRAWINGS. FRONT TrEST ELE VA TION BA CK SCALE: 1/4"= 11-9. SCALE: 1/4"= V-0" NOTICE TO DRAWING HOLDER REVISIONS DRAWING INFORMATION WORKING NUMBER: DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE 48 HOURS BEFORE DIGGING NO- DATE BY DESCRIPTION FILENAME:SCHUmANN RESTROOMS.dwg 10L N EEU&SCHAFFER DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CALL TOLL FREE 1`1111111111111L PROPOSED RESTROOM IMPROVEMENTS NS.07985.001 CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER SCALE: Solutions you cmrp build upon REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED 1-800-432-4770 SURVEYEDBY: DA VID M. JOA(ES SCHUMANNPARK ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DSGN: FTW DATE: 0810312010 120119th Place, Suite A-100 Vero Beach, SHEET NUMBER: DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL SUNSHINE STATE ONE CALL DRWN: LGM DATE: 0810612010 SEBASTIAN, FLORIDA BE AT THE REUSERS SOLE RISKAND THE REUSER SHALL INDEMNIFY AND HOLD OF FLORIDA, INC. FTW DATE: 0810612010 Florida 32960 PH: (772) 770-4707 E. 3 HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, Em CHKD: 'eFRAN T. WA 4ANABE, *P.E. INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM. QA/QC: FTW DATE: 0810612010 FAX: (772) 770-4640 CA00008556 FL. REG. NO. 66735 1 JIM 'W GRJMP ARCHITECTURAL METAL ROOF SYSTEM: WITH i FASTENERS WITH SEALING WASHER @ V (#9-115) HH 0,R. FAS AS 2x4 EA. TRUSS CONNECTED Wt 4 16d (TYP.) PANEL ENDS AND 12 ON CENTER SIDE LAPSIFIELD @ UNDERLAYMENT SHALL BE AN ASTM 0 226 TYPE 11) WITH 4" SIDE -LAP AND 6' END -LAP CONNECTED WITH C.R. TIN -CAPS 112' INTERLOCK (MIN.) AND (12) GAUGE 1-1/4" ANNULAR RING -SHANK NAILS @ 6` ON CENTER AT ALL. LAPS WITH (2) STAGGERED ROWS @ 12- ON a_�l CENTER IN THE FIELD OF THE ROLL - '7 STUCCO SOFFIT SYSTEM �'' PROVIDE 1/2" OR 5/8" CDX PLYWOOD ROOF SHEATHING OR PROVIDE 19132" OSB ROOF SHEATHING PROVIDE NAILING PATTERN AS FOLLOWS 12 PERIMETER SHEETS, REMAINING SHEETS 8d RING SHANK NAILS @ 6" O.C. 5 1 EDGES 12O,C. IN FIELD (DO NOT COUNTERSINK) 2;�4 s!&L-16 -B-t 0 --c -K -1 -N -G-Lo ­CAT -E -.D- AT DIAMETER FLAT WASHER (TYP.) T" CHANNEL -TO -TIE BEAM WITH 4'-0' HIGH WIND ZONE AREA (ONLY) PRE -ENG. WOOD TRUSSE 024`O.C. 2"Xk)" CEDAR FASICA 20 OZ. COPPER DRIP EDGE OVER 1 P,T. TRIM. v i 2x4 EA. TRUSS CONNECTED Wt 4 16d (TYP.) 112' INTERLOCK (MIN.) 2X4 CONTINUOUS BOTI TOM PLATE CONN ECTED a_�l WITH (2)16d NAILS EACH TRUSS TAIL CONNECTION - '7 STUCCO SOFFIT SYSTEM �'' CONNECTED TO CONTIUOUS BOTTOM 2x4 PLATE AND THE FASCIA WTH 8d NAILS @ -I O'Xi 2- GRID COMPLETE WITH 318" 7 DIAMETER FLAT WASHER (TYP.) T" CHANNEL -TO -TIE BEAM WITH (1) NIB` DIAMETER x 1-1/2" MASONRY SCREW @ 12" O.C. (7YR) 8'X8'X16" SPLIT FACE IOR STUCCO FINISH SH 1),6 FURRING REFER TO: UWEL SCHEWLE 9" (CMU) BE BLOCK WITH (1) #5 REBAR CONT. 8" CONCRETE UNTEL WITH (1) #5 REBAR CONT. EPDXY PAINT INTERIOR BLOCKS WFFOOLED JOINTS GENERAL FRAMING NOTES UNLESS (EXTEF30R) WALI_ CCINSTWan,ON NOTEt 1. DESIGN CRITERIA IIII OTHERWISE ALL EXTERIOR LOAD BEARING WALLS SHALL BE (CMU) AND CONFORM WITH THE (FBC) 2007 RESIDENTIAL CODE CODE APPLIED: 2007 FLORIDA BUILDING CODE AND THE SUPPLEMENTAL ADDENDUM TO THE 2009 BUILDING CODE: PR NG. WOO'D T RUSS- S r II I INDICATED ❑ AND THE SUPPLEMENT ADDENDUM TO THE 2009 FLORIDA BUILDING CODE U3 24P-811 FOR APPLICABLE SECTIONS OF "GENERAL MASONRY CONSTRUCTION' a) BASIC WIND SPEED: 140 MPH (3 SEC. GUST) 120 MPH (FASTEST MILE) 0 24-0.13� (T-) I 1 1-1 � � � I QNTERK�IR) WALL C"48TRUCTION N07r=- b) IMPORTANCE FACTOR: 1.0 BUILDING CATEGORY: 11 2x4 SOLID BL LOCAT%I:r, AT 1DENTIAL CODE ALL INTERIOR LOADS SHALL (2x) WOOD FRAMING AND CONFORM WITH THE (FSC) 2007 RES E AND THE SUPPLEMENT ADDENDUM TO THE 2009 FLORIDA BUILDING CODE c) WIND EXPOSURE CATEGORY: B -MAINLAND FLORIDA BUILDING CODE 2007 EDITION FOR APPLICABLE SECTIONS OF "WOOD WALL FRAMING" MW11 J2 CEV - I I' U I J2 IMWll d) INTERNAL PRESSURE COEFFICIENT: (SIMPLIFIED WIND LOAD COEFFICIENTS GCp ALL ANGLES). INTERIOR 4 a d 0 5`4" 9p-4" ZONE 0.18 (ENCLOSED) AND 0.55 (PARTIALLY ENCLOSED BUILDING STRUCTURES). ENCLOSED BUILDING OPENINGS ARE PROTECTED FROM FLYING DEBRIS BY SHUTTERS OR IMPACT GLASS. MASONRY JAMB SCHEDULE (J) d VERTICAL e) DESIGN WIND PRESSURE COMPONENTS AND CLADDING: 45PSE . ........ .. .... (MIN.) REMARKS 4' 0. C. EDGES MARK DETAIL UNLESS WIDTH REINFORCEMENT 2. ANCHORS PAFMAL PLAN OTHERWISE ALL ANCHORS SPECIFIED ARE BY SIMPSON STRONG TIE. INSTALLATION SHALL BE PER MFTR. SPECS. MW2 #5 VERTICAL ALL STEEL REINFORCED 3.HANGERS U. FO�C­FIRST (CMU)CEULSSHALL TRUSS TO TRUSS HANGERS TO BE SPECIFIED BY TRUSS FABRICATORS. INDICATED A 16" M (2)CELLS BE POURED SOLID CL CL 4. CONTRACTOR SS MANUFACTURER CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FROM THE TRU 9 #5 VERTICAL ALL STEEL REINFORCED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO COMMENCEMENT OF CONSTRUCTION. 80 0 0 0 J2 8.1 !L CORNERTHEN (CMU) CELLS SHALL 5. TYP. UPLIFTS [MW2 J2 2'- 2-TO.C. (MAX.) BE POURED SOLID MASONRY EACH DIRECTION S . ffm ALL TRUSS CONNECTIONS UNLESS OTHERWISE INDICATED: A J2#5 VERTICAL @ ALL STEEL REINFORCED FRAME J3 0,j :Z5 8"O.C.-FIRST (CMU)CEL LSSHALL UNLESS CELL OTHERWISE 7MW2 BE POURED SOLID FALL TRUSS CONNECTIONS UNLESS OTHERWISE INDICATED: INDICATED L__j U.N.O. ALL ROOF TRUSS UPLIFTS ARE AS FOLLOWS: D l�J (BEARING FRAME WALLS) (1) SPH4 OR SPH6 - PLATE TO STUDS TYPICAL TOP AND BOTTOM. 0, 1 0 6 ALL STEEL REINFORCED (1) 5/8"x8" J -BOLT @32" O.C. AND WITHIN 16- OF ANY C? H 45t� 45' #5 VERTICAL 0 10 J2 UNLESS J2 UNLESS J4 TO ATAULJAMBS (CMU)CEULSSHALL END PLATE TO FOUNDATION. 2 4 5V BE POURED SOLID �nTHERVQSCZ I I E" OTHERWISE OR THEN CORNER L 7MW2 21-011 OR 6. PERIMETER TIE BEAM D co ❑ INDICATED Lj L PERIMETER TIE BEAM SHALL BE (2) COURSES BEAM BLOCK WITH (1) #5 EACH COURSE. PER PER PER \**4, PLAN PLAN PLAN 7. HEADERS 04 MASONRY: ALL WINDOW AND DOOR OPENINGS TO HAVE PRECAST CONCRETE LINTELS WITH (1) #5 BAR GENERAL NOTES CONTINUOUS, POURED SOLID (SEE BEAM SCHEDULE) WOOD FRAME: Fl ALL JAMB REINF. EXTENDS FROM ROOF TO FLOOR, OR FLOOR TO FLOOR CONTINUOUS. USE (1)#5 BAR EACH FACE IN CELLS ADJACENT TO WALL ALL WINDOW AND DOOR OPENINGS TO HAVE WOOD HEADERS (SEE HEADER SCHEDULE) "`�-...,, O I I r I I I OPENING UNLESS NOTED OTHERWISE. ALL JAMBS TO BE SOLID 6. TRUSSES: GROUTED FOR SPECIFIED WIDTH REGARDLESS OF WHETHER EACH CELL ROOF TRUSS SHOP DRAWINGS MUST BE SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA cl) IS REINFORCED. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT DESIGN LOADS, TRUSS REACTIONS NOTE: DIAGRAMS ARE APPROXIMATE REPRESENTATIONS. (DL + LL) AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION. DESIGN OF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OFA 140 MPH DESIGN WIND LOAD UTILIZING SHAPE FACTORS FROM THE co 2004 FLORIDA BUILDING CODE. I I MASONRY WALL SCHEDULE (MW) WHERE USED, TRUSS SHOPS SHALL CLEARLY SHOW BACK/STIFFENER REQUIREMENTS FOR VERTICAL NOMINALREINFORCING DETAILS MEMBERS OF GABLE TRUSS. DESIGN CALCULATIONS SHALL CLEARLY SHOW THE DESIGN LOADS FOR BOTH AARK SIZE REMARKS UPLIFT CONDITIONS TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH HANGERS USING . _ GRAVITY AN # 5 GRADE 60 IN ON PLANS. ALL TRUSSES AND ALL STEEL REINFORCED (CMU) MWI 8" (CMU) #5 VERTICAL BARS @ 2'-S" O.C.CELLS SHALL BE POURED SOLID FLOOR PLAN TYPICAL EXTERIOR WALL SIZE AND NUMBER OF NAILS REQUIRED BY HANGER MANUFACTURER SHOW ROOF FRAMING MUST BE ANCHORED WITH HURRICANE STRAPS UNLESS SPECIFICALLY NOTED OTHERWISE. MW1 J2 )UL)" M VERTICAL REINFORCE ENT L ;F:� _J PER PLAN MW2 (CMU) #5 VERTICAL BARS @ 4'-0" O.C_ ALL STEEL REINFORCED (CMU) FLOOR PLAN TYPICAL EXTERIOR WALL PROVIDE MOISTURE BARRIER BETWEEN TRUSSES AND CONCRETE. CELLS SHALL BE POURED SOLID I J2 IMWll E2 1. (J) DESIGNATIONS ARE THE REQUIRED MASONRY WALL CONSTRUCTION EDGE OF OPENINGS FOR 9. ROOF SYSTEM: STEELICONCRETE REINFORCEMENT DESIGN. 112" OR 5/8" CDX PLYWOOD ROOF SHEATHING OR 19/32" OSB ROOF SHEATHING MAY BE USED. ROOF PRODUCT 3000 P.S.L CONCRETE 2. (M) DESIGNATIONS ARE THE REQUIRED MASONRY WALL CONSTRUCTION DESIGN WHICH INCLUDES THE, APPROVAL WILL DETERMINE ROOF SHEATHING REQUIREMENTS. CONNECT TO ROOF FRAMING WITH 8d RING SHANK 113"X13'X4�'CONC. BLOCKS WITH P. 10110 W.W.M.(IF1 I I NTERSECTIONG MASONRY WALL, AND OR SPECIAL CON DIT ION(S) AS SPECIFIED IN THE PERMIT SET OF NAILS @ 6- O.C. AT PANEL EDGES AND GABLE ENDS, AND 12" D.C. IN THE FIELD OF PLYWOOD. PROVIDE 2X4 WISCREEN (SEE FLOOR CD Fill CONSTRUCTION DOCUMENTS. AT ALL SUPPORTS (HIGH WIND ZONE ONLY). 4" SLAB AT 28 DAYS ON BLOCKING HIPS AND SPACE NAILSAT6"O.0 PLAN FOR LOCATIONS) NOTES AND GRAPHIC 6 MIL POLYELENE 3. IN ADIDDITION, THE (M) DESIGNATION FOR THE PROPOSED MASONRY WALL CONSTRUCTION NO DIAGRAM(S) ARE INTENDED 70 DEPICT THE DESIGN CONCRETEISTEEL CONSTRUCTION WITH REGARD TO THE ALL ROOF OVER FRAMING SHALL BE 2X6 (MIN.) #2 S -P -F AT 24" OC ANCHOR TO SUPPORTING TRUSSES WITH M7_ VAPOR BARRIER OVER PROVIDE 2X8 RIDGE. :4 ABOVE REFERENCED CONDITIONS. VERTICAL 2X4 AT 6- CID (MAX) NAIL 2X4 TO RAFTER AND TRUSS WITH (4) 16D NAILS. CLEAN TO PROVIDE MINIMUM OF TWO VERTICALS AT RAFTERS OVER TLONG IF USED, ANCHOR VALLEY SET TRUSSES G' R A D E EACH SUPPORTING TRUSS WITH (2) 16D TOENAILS. PROVIDE 2X RIDGE 2" LARGER THAN LARGEST RAFTER AND - - - ------ --- - - - ------ ----- - - ---- - --- - FOUNDATIONS SHALL BE FOOTING SCHEDULE 2X4 COLLAR TIE DIRECTLY BELOW RIDGE. NAIL COLLAR TIE TO RAFTERS. PREPARED IN FULL MARK 9`4' CONFORMANCE WITH MW1 1`3 If .0, THICKNESS WIDTH LENGTH REINFORCING I il 1 9'-4- T-0" F3 IMWll DIMENSIONS FOOTING DETAILS/INFORMATION ALL METAL ROOF PRODUCT APPROVAL WILL DICTATE THE MINIMUM SHEATHING REQUIRED. 4" CONC, SLAB THE GEOTECHNICAL 9'-2" 1 Mwl I jMwil. 9'-2" Fl i9l 20- CONT. (2) #5 BARS CONT. B07TOM TYP CCAL. EXTERIORWALL 10. FRAMING: (2) #5 BARS CON�_ ENGINEERING REPORT WALLS SHALL BE 2X FRAMING EXPOSURE B. INSTALL 112"x6" WEDGE ANCHOR AT 12" FROM EACH END AND AT WITH 35" LAP ViSOIJBIEN F2 8. a, CONT. (1)#b BAR CONT. BOTTOM FLOOR PLAN A MAXIMUM OF 24" D.C. OR 1/2'PX8' (J -BOLT) WITH 2" HEAVY WASHER ON LOAD BEARING WALLS. INSTALL PER PLAN (SIMPSON) SPH STRAPS AT EACH END TORIBOTTOM 2X FRAMING STUDS. KNEE WALLS FRAMED WITH 2x6 (MIN.) TYPICAL WALL SECTION 04 24 -4 - 9'-4'CI_G. TILE LS -dul- LL; z rd Ll TILE Ll - Ll L 9%4" CLIG. 9' C; G, TILE TILE cl I F (L 2) 9'A" CJLG. CONCRETE 9'-4" 9'-4" 9'-2" T-191" 9'-2" 17 24'-8" 177v USS FRAMING .PLAN NOTICE TO DRAWING HOLDER DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE DOCUMENTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR CLARIFICATIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL BEAT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM_ Y -O" 48 HOURS BEFORE DIGGING CALL TOLL FREE 48,HOURS DIGGING JNG CALL 1-800-432-4770 _ ! 0- 0 1-800-432-4770 SUNSHINE STATE ONE CALL 0 Aj OF FLORIDA,�F F LORIDA, INC. SCALE: 1/4"= 1'-0" NO. DATE BY 24'-B" F3 2`0- Z-0- 2`0- (3)#5 BARS 9 6- O.C. FLOOR PLAN STUDS @ 16" D.C. COVER EXTERIOR OF FRAME WALLS WITH 1/7' OR 518- CDX PLYWOOD OR 19132. (OSB). E.W. 9070M CONNECT WITH BID NAILS AT 4" O.C. ON PANEL EDGES AND AT 6" O.C. IN THE FIELD OF PLYWOOD. RAISED UNLESSHEELS SHALL HAVE 1/2" OR 6/8" COX ARA RATED SHEATHING OR 19/32p (OSB CONNECTED WITH BID NAILS AT 4" Ti 0 4FP WII e [MW2] D.C. ON PANEL EDGES AND AT 6" O.C. IN THE FIELD OF PLYWOOD. HOUSE SHALL BE TREATED WITH TERMITE INDICATED MAWW.Y WEAM 8ECrC#B TYM-AL PERMETM 711E SEAM NOTE: TREATMENT PER MANUFACTURERS SPECIFICATIONS. ALI. WOOD BUCKING 11. CUPOLA FO UNDA TION PLAN SE -C7104 I tl) COURSE 8- BEAN BLOCK S�ALL C;;VER THE THE CUPOLA WILL BE 2"X4" FRAMED WITH % SUB SIDING, 2 LAYERS OF WATER BARR ER AND STUCCO LAP NTS SCALE: 1/4"= V-0" cwzc 9' "Em EN" IRE WH)TH OF SIDING. THE TRUSS WILL BE ENGINEERED BY A TRUSS COMPANY. THE WALL WILL BE STRAPPED TO THE TRUSS BLOCK (1) f5 EXTERIOR WINDOW WITH L512 STRAPS WITH 10D ll/2 NAILS. CWT. r#5 BAR (TYP.) AND DOOR jAMBS 1201240V SINGLE PHASE TYPICAL RESIDENTIAL ELECTRICAL SERVICE 0) CCURSE S" BEAM BLOCK (PER i. GENERAL CONCRETE NOTES (1) #5 CONT, (11, 8- PRECAST UNTE.I. U "TH (1) #5 -OW. MANUFAC7URER`SS 2. MATERIAL M.L.0 LOAD SPECIFICATIONS) ANCHOR BOLTS ATM A307 OR A36 I CONCRETE (28) DAY 3000 PSI CENTER ELECTRIC RISER NOTE: 81`16-IBMT FOOTINGS 3000 PSI 120/240V GENERAL CONTRA' CTOR SHALL VERIFY E• ECTRIC RISER DACRAM ALL COMPOS17, BEAM SECDONS MANUFACTURED SLAB ON GRADE ASTM A615, GRADE 60 SINGLE ELECTRICh- SvSTEM DESSEDAND %,PER7FIEP, By� -y CAST REINFORCING STEEL -CRETE, REF. 2010 CATALOG ASTM Al 85 PHASE BY 7HE ELECTRICAL CONTRACTOR WITH THE ELECITRkAL PRODUCT AFFIDAVT NOTE CAST -CRETE SECTION WELDED WIRE FABRIC ASTM A496 .17 SUBMITAL TO THE SEBAS'l- IAN BUILDING f.)EPARTMENT CONCRETE COMPOSWE ITE UNL S',73TEM DESIGNED AND ENONEERED 8Y N.T.S. DEFORMED BAR ANCHORS MOLLY PARABOND CAPSULE CAST -CRETE DRILLED -IN -ANCHORS OR EQUAL MASONRY, TYPE'N-l' ASTM C902 MORTAR, TYPE'M'OR'S' 000 PSI COMPRESSIVE STRENGTH ON NET AREA GROUT ASTM C270 1 3) # 1 THWN C. & (1) # 6 THWN C. IN 2" CONDUIT ON 160A 2P MAIN BIRK TO M.L.0- 1201240V SINGLE PHASE #I THWN C. IN 2" CONDUIT TO TRANSFORMER _(l)#4C IN 1/2" CONDUIT TO 5/8"GALV GROUNDING ROD TO BUILDINGIFOOTER STEEL (BOND W/PLUMBING WHEN COPPER THROUGHOUT) ELECTRIC RISER DIA GRAM NTS High Roof Framing Girder Truss High Roof Framing Girder Truss High Roof Framing Girder Truss DESIGN CRITERIA PER CODE SUCH AS SEC 1604.6-1 County INDIAN RIVER Building Department CITY OF SEBASTIAN Wind Design Criteria ASCE 7-2005 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 47 7.2 Duration Factor 1.25 Wind Speed 140mph Top Chord C.B. Sheeting by builder. Bottom Chord C -B. Sheeting by builder. Highest Mean Height 14'-0n Building Type ENCLOSED Building Category ll:Non Restrictive Exposure Category B-URBAN/SUBURBAN Barrier Island No Conforms to FBC 2007/2009 AMENDED R.D-L.=Restraining Dead Load C_13.=Continuous Bracing LOADING/DESIGN CRITERIA REDUCIBLE REVISIONS DRAWING INFORMATION DESCRIPTION Fl LENAM E: SCHUMANN RESTROOMS . dwg SCALE: SURVEYED BY: DAVID M. JONES DSGN: FTW DATE: 0810312010 DRWN:LGM DATE: 0810612010 CHKD: FTW. DATE: 0810612010 QA/QC: FTW DATE: 0810612010 MIN TS I ELEC�THC LOAD SUMMARY NOTE - GEN ERA L CONT PACT OR SHALL VERIFY ELECTRIC LOAD SUMMARY DIAGRAM ELE!XCAL SYSTEM DESIGNED AND CERTIFIED BY: BY THE ELECTRICAL CONTRACTOR WITH THE ELECTRICAL PRODUCT AFFIDAVIT `15='6DIA. TAF' ON (OR EQUAL) SUBMITTAL TO THE SEBASTIANSUILDING DEPARTMENT WITH 3/4" IMBED. DEPTH (MIN.) AT 12" O.C. STAGGERED FOR ELECTRICAL LEGEN BALANCE SYMBOL DESCRIPTION O SINGLE RECEPTACLE DUPLEX RECEPTACLE HALF SWITCHED DUPLEX RECIPTACLE 4 WIRE 220 VOLT RECEPTACLE 220 V. DIRECT CONNECTION JUNCTION BOX QUADRUPLEX RECEPTACLE FLOOR MTD. FLUSH DUPLEX RECEPTACLE FLOOR MTD. FLUSH QUAD. RECEPTACLE WALL SWITCH (SINGLE, DOUBLE, 3 -WAY, 4 -WAY) $ JUNCTION BOX CEILING MOUNTED SMOKE DETECTOR 11OV., O INTERCONNECTEDBATT, BACKUP. SEE ELCIETRICAL NOTEW(ELOW PANEL SCHEDULE. © ELECTRICAL PANEL F'l DISCONNECT SWITCH ELECTRIC METER CEILING FAN WITH BRACED JUNCTION BOX. x EXHAUST FAN COMBINATION EXHAUST FAN/LIGHT CEILING OR WALL MOUNTED INCAND. LIGHT FIXTURE RECESSED INCAND. LIGHT FIXTURE _04 RECESSED INCAND. ACCENT LIGHT FIXTURE ® FLUORESCENT LIGHT FIXTURE � FLUORESCENT STRIP LIGHTING FIXTURE CONTINUOUS INCAND. CONCEALED STRIP LIGHT FIXTURE C) CIRCULAR FLUORESCENT LIGHT FIXTURE EXTERIOR FLOOD LIGHT M EMERGENCY LIGHT ABBREVIATIONS: CF = COMPACT FLUORESCENT WP = WEATHER PROOF BC = BELOW COUNTER VP = VAPOR PROOF AC = ABOVE CABINET AFF = ABOVE FINISH FLOOR UC = UNDER CABINET GFCl = GROUND FAULT CIRCUIT INTERRUPTER NaTE; CEILING MOUNTED COMBINATION SMOKE/ CARBON MONOXIDE DETECTOR 11OV., INTERCONNECTED W/ BATT. BACKUP LOCATED (AS INDICATED) WITHIN 10'-0- (PER CODE) (GFCI) GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES AND THE LOCATION OF ALL OTHER RECEPTACLES SHALL BE INSTALLED AS PER APPLICABLE SECTIONS OF (NEC 210.52) IIIr=UnNeSCHAFFER Solutions you can build upon 1201 19th Place, Suite A-100 Vero Beach, Florida 322960 PH: (772) 770-4707 FAX: (772) 770-4640 CA00008556 SEE BEAM SCHEDULE ABOVE PERIMETER TIE BEAM (2) COURSES BEAM BLOCK "ITII (1) #5 EACH COURSE UHLININU 60OR TYPICAL (CMUi DOOR UPLFIF CONNECTORS ALL CONNECTOR$ MANUFACTURED BY SIMPSON, REF. 2010 CATALOG NOTE; MULTIPLE CONNECTORS ARE 70 BE INSTALLED AT EACH CONNECTION POINT. AND AT EACH STRUCTURAL ELEMENT (TYP.) AS NOTED. ALL TRUSS -TO -TRUSS CONNECTORS (SUPPLIED BY TRUSS MANUFACTURER). 2x, SUCKING ('YPICAL) ALL TRUSS CONNECTIONS UNLESS OTHERWISE INDICATED: (1) HETA 20 (1) PLY WITH (10) 10d 1 Od x 1-It2' NAILS CONNECTOR,�,O­TRUSS (Pall= 1,810#) (l)HFTA20(2)PLY WITH (9)16d NAILS CONNECTOR -TCS -TRUSS (Pall= 1,810#1, NOTE- NON -LOAD BEARING WOOD WALL (1) DTC EACH SIDE OF TRUSS WITH (4) 8d NAILS CLiP-TO-(2x)OP PLATE WITH (2) 8d NAILS CLIP (SLOTS)-TO-TRUCS WHERE APPLICABLE (REFER TO NOTE 416) FRAME (I)MTS 12WITH (14) 10d OR (14) 10d x 1-1/2" NAILS TRUSS -TO -BEAM (Pall= 1,000#) T) O(2)MTS 12 WITH (14)10dOR(14) 1 Od x 1-112" NAILS TRUSS TO -BEAM (1)ON EACH SIDE WITH (16)16D SINKER NAILS CONNECTOR -TO -TRUSS (Pall= 2,000#) MASONRY ALL TRUSS CONNECTIONS UNLESS OTHERWISE INDICKrED: FRAME ALL TRUSS CONNECTIONS UNLESS OTHERWISE 1NDICATED: NTS CONSTRUCTION DETAILS PROPOSED RESTROOM IMPROVEMENTS SCHUMANN PARK SEBASTIAN, FLORIDA ASTM 47e 3000 PSI COMPRESSIVE STRENGTH A. THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. B. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH ARCHITECT. C. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURERS INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. D. THE GENERAL CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN AT THE JOB -SITE A CURRENT APPROVED SET OF SHOP DRAWINGS. E. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 4. FOUNDATION NOTES A. FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. B. FOOTIGS HAVE BEEN DESIGNED FORA MINIMUM BEARING VALUE OF 2000 P.S.F. C. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SITE CONDITIONS PRIOR TO INSTALLATION OF FOUNDATION. THE ENGINEER SHALL BE NOTIFIED IF SITE CONDITIONS DO NOT PROVIDE ADEQUATE BEARING PRESSURE. 5. CONCRETE NOTES A. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSI. UNLESS NOTED OTHERWISE. B. CONCRETE, WHEN PLACED, SHALL HAVE ASLUMP OF FOUR (41') INCHES PLUS OR MINUS ONE (I-) INCH. C. ALL REINFORCING SHALL CONFORM TO ASTM 615 FOR GRADE 60 STEEL. D. CONSTRUCTION OF JOINT DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. E. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURERS SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC- PRIOR TO PLACING CONCRETE. F. REINFORCEMENT FOR STRIP FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL THIRTY-SIX (36 INCH LAP (MIN.). PROVIDE CORNER BARS. 2' 2' DIA. vrR 4111k 2' 0Lk VrR 4P e DLk VTR J1. 2" l3k WR al SINK SINK 2" DIA. GEN'' ' RAL CONTRACTOR SHALL VERY PLUMBING RISER DIAGRAM. oO" PLUMBING SYSTEM DE&GNED AND CERTIFIED BY: BY THE PLUMaING CONTRACTOR WITH THE PLUMBINiG � ReDUCT AFFIDAVIT SLIBIATTAL TO `(HE SEBASTIAN BLJILDING DEPARTMENT FFM WATANABE, P.E. FL. REG. NO. 6fi735 WORKING NUMBER: NS.07985.001 SHEET NUMBER: 4