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HomeMy WebLinkAboutSTRUCTURAL ENGINEERING PLAN PAGE 1-15New RV Park for: Missionary Flights International PHASE 3 -ACCESSIBLE COTTAGE Hammond Road &Steel Blvd,, Fort Pierce, Florida 34946 ARCHITECTURE + DESIGN ARCHITECT: Claren Architecture +Design, Inc. SITE LOCATIONI 6400 Congress Ave, Suite 2150 Boca Raton, Florida 33487 Tel.: 561-961-4884 MEP ENGINEER: Jones & Conde, LLC 4440 PGA Boulevard, Suite 600 Palm Beach Gardens, Florida 33410 Phone: 561-309-9017 STRUCTURAL ENGINEER: Wieder Engineering 11718 S. Federal Hwy, #373 Hobe Sound, FI. 33455 Phone:772-546-5823 Fax-772-54.5-3437 LOCATION MAP N REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Ajunoo 9ion„9 Ike (13NNdOP- ® C7� € w o N � i uQ Uj CL c Amu a. tr J NOT TO SCALE ARCHITECTURAL DRAWING SYMBOLS LEGEND EL.100'.0" VERTICAL ELEVATION DATA WINDOW TYPE LOUVER TYPE DOOR NUMBER WALLTYPE EQUIPMENT TYPE ROOM NUMBER ELEVATION MARK 01 DETAIL REFERENCE REVISION ITEM AND NUMBER _ BUILDING SECTION DETAIL DETAIL I DRAWING TITLE SCALE:1/24 =1'.0" NORTH ARROW ARCHITECTURAL AND STRUCTURAL ABBRE ABBREVIATIONS USED ON DRAWINGS IN GENERAL ARE LISTED BELOW. REFER TO CSI DO DATED NOVEMBER 1986 FOR ANY ABBREVIATION USED ON THE DRAWINGS BUT ARE NOT )NS 2.4 ARCHITECTURAL MATERIAL SYMBOL LEGEND EARTH CONCRETE ® NEW CMU WALL OR INFILL NEWSTUDWALL CONCRETE MASONRY UNIT (CORED, IN SECTION) BRICKFINISH L ACOUSTIC TILE CEILING —X—X— WIRE FENCE OR PARTITION v METAL ROOF DECK — — REINFORCING BARS C/�LLII� METAL (IN SECTION) @ AT DC DISPLAY CASE ID INSIDE DIAMETER PSF PO JNDS PER SQUARE FOOT UON UNLESS OTHERWISE NOTED AC AIR CONDITIONING DEPT DEPARTMENT INP' INCH PSI PO JNDS PER SQUARE INCH UV UNIT VENTILATOR ACT ACOUSTICAL CEILING TILE DET DETAIL INCL INCLUDE(D),(ING) IDES PE 4CIL SHARPENER SUPPORT UR URINAL AD AREA DRAIN OF DRINKING FOUNTAIN INFO INFORMATION PVC PO.YVINYL CHLORIDE ADJ ADJUSTABLE DIA 10 DIAMETER INSUL INSULATIONIINSULATE PVMT PA EMENT VCT VINYL COMPOSITION TILE DIM DIMENSION INTR INTERIOR VCGWB VINYL COVERED GYPSUM WALLBOARD AFF ABOVE FINISHED FLOOR AFP ACCORDION FOLDING PARTITION DIV DIVISION INV INVERT QT QL ARRY TILE VERT VERTICAL AGG AGGREGATE DL DEAD LOAD JS JOIST SUBSTITUTE VIF VERIFY IN FIELD ALT ALTERNATIVE DWG DRAWING JET JOIST R RN ER VIT VITREOUS ALUM. ALUMINUM DS DOWNSPOUT JT JOINT RA RE rURN AIR VOL VOLUME RADIR W DIUS VR VAPOR RETARDER AP APPROX ACCESS PANEL APPROXIMATE EWC DRINKING WATER COOLER KIT KITCHEN RB RE SILIENT BASE VRB VENTED RESILIENT BASE AR ACID RESISTANT E EAST RCP REINFORCED CONCRETE PIPE VS VENT STACK ARCH ARCHITECTURAL) EA EACH L LENGTH RD ROOF DRAIN VT VINYL TILE ASPH ASPHALT EF EACH FACE LAM LAMINATE(D) REF REFERENCE AV AUDIOVISUAL EJ EXPANSION JOINT LAV LAVATORY REFR RE FRIGERATOR W WESTAMDFJWIDTH AWG AMERICAN WIRE GAUGE EL ELEVATION LB/# POUND REINF REINFORCING WI WITH AWT ACOUSTICAL WALL TREATMENT ELEC ELECTRIC(AL) LK LOCKER REQ'D RE QUIRED W/0 WITHOUT ELEV ELEVATOR LL LIVE LOAD REV RE VISION(S) WA WARDROBE ACCESSORIES L ANGLE ENGR ENGINEER LLH LONG LEG HORIZONTAL RM ROM WB WOOD BASE & AND EP ELECTRICAL PANELBOARD LLV LONG LEG VERTICAL RO R UGH OPENING WC WATER CLOSET I WIND COLUMN EQ EQUAL LVR LOUVER ROW RI32HT.OF.WAY WD WOOD BIT BITUMINOUS EQUIP EQUIPMENT LW LONG WAY WH WATER HEATER BLDG BUILDING EW EACH WAY S SiWITH WP WORKING POINT BLKG BLOCKING EIFS M METER 1 THOUSAND SA SlIPPLY AIR WSSK WALL SERVICE SINK BM BENCH MARKIBEAM EFS EXTERIOR FINISH SYSTEM MAS MASONRY SAN S NITARY WWF WELDED WIRE FABRIC BOG BOTTOM OF STEEL BOT BOTTOM EXH EXHAUST MAT MATERIAL SCHED S HEDULE BRG BEARING EXIST EXISTING MAX MAXIMUM SD S ORM DRAINISMOKE DETECTOR YD YARDIYARD DRAIN EXP EXPANSION MCP MASTER CONTROL POINT SECT S CTION BRK BRICK EXT EXTERIOR MB MARKER BOARD SEW S ER BUR BUILT.UP ROOF EXTN EXTENSION MECH MECHANICAL SGFT S RUCTURALGLAZED FACING TILE MEZZ MEZZANINE SHT S EET CAB CABINET EIFS EXTERIOR INSULATION AND FINISH SYSTEM MFR MANUFACTURER SIM S MILAR CAR CARPET FD FLOOR DRAIN MH MANHOLE SP S ACE CAT CATALOG CB CHALKBOARDMATCH BASIN FHC FIRE HOSE CABINET MIN MINIMUM SPEC(S) S ECIFICATION(S) FIN FINISH MISC MISCELLANEOUS SPKR S EAKER CFM CUBIC FEET PER MINUTE CH CABINET HEATER FIN FL FINISH FLOOR MM MILLIMETER SO S UARE CI CAST IRON FUR FLOOR MO MASONRY OPENING SO FT/SF S )UARE FEET FDN FOUNDATION MTL METAL SO INISI S UARE INCHES CJ CONTROL JOINT FSR FLEXIBLE SHEET ROOFING SO YDISY S IUARE YARDS CL CENTERLINE CUR CLEAR FSSK FLOOR SERVICE SINK N NORTH SST S AINLESS STEEL FT V FEET NIC NOT IN CONTRACT ST S ORM/STREET CLG CEILING CMP CORRUGATED METAL PIPE FTG FOOTING NOV NUMBER STD S ANDARD CMT CERAMIC MOSAIC TILE FE FIRE EXTINGUISHER NOM NOMINAL STL S EEL CMU CONCRETE MASONRY UNIT FEC FIRE EXTINGUISHER CABINET NTS NOT TO SCALE STRUCT S RUCTURAL SUSP SJSPENDED CO CLEANOUT COL COLUMN GA GAUGE OC ON CENTER SW S iORT WAY/SIDEWALK COMP COMPACTED GALV GALVANIZE(D) OD OUTSIDE DIAMETER SYMM MMETRY(ICAL) CONC CONCRETE GB GRAB BAR OPNG OPENING SYNTH NTHETIC CONSTR CONSTRUCTION GL GLASS OPP OPPOSITE CONT CONTWUOUS/CONTINUE GWB GYPSUM WALLBOARD OPP HD OPPOSITE HAND T IREAD CONTR CONTRACTOR GWB B GYPSUM WALLBOARD BULKHEAD 0 TO 0 OUT TO OUT T&8 1 OP AND BOTTOM OW OPERABLE WALL T&G 1 ONGUE AND GROOVE CORR CORRUGATED H HEIGHT IHIGH OZ OUNCE TA 1 OILETACCESSORY(IES) CT CERAWTIE TB 1ACKBOARD C TO C CENTER TOCENTER HB HOSE BIBB TC OP OF CURB CSK COUNTERSINK HOWE HARDWARE PA PUBLIC ADDRESS CU FT I CF CUBIC FEET HM HOLLOW METAL PERF PERFORATED TEL ELEPHONE HORIZ HORIZONTAL PL PLATE / PROPERTY LINE TER ERRAllO CU IN/Cl CUBIC INCH HPT HIGH POINT PLAS PLASTER TOC OP OF CONCRETE CU YD/CY CUBIC YARD HS HIGH STRENGTH PLAS LAM PLASTIC LAMINATE TOF OP OF FOOTING CW CWF COLD WATER CEMENTTTIOUS WOOD FIBER HTG HEATING PLBG PLUMBING TOM OP OF MASONRY HVAC HEATING I VENTILATING 1 AIR CONDITIONING PLYWD PLYWOOD TOS OP OF STEEL d PENNY (NAILS, ETC.) HW HOT WATER PREFAB PREFABRICATED TV ELEVISION D DEPTH/DEEP HWY HIGHWAY PS PROJECTION SCREEN TYP PICAL TWS ACKABLE WALL SURFACE 0 DEGREE BATT INSULATION CORE -FILL INSULATION PLYWOOD GENERAL NOTES: A. CODES & STANDARDS: FLORIDA PROJECTS SHALL COMPLY WITH APPLICABLE LAWS, CODES, STANDARDS & REGULATIONS OF GOVERNING BODIES HAVING JURISDICTION OVER SUCH PROJECTS. THIS INCLUDES THE SITE AND ANY WORK TO THE SITE. THE WORK SHALL COMPLY W/ CURRENT EDITIONS AND ANY APPROVED REVISIONS OF THE FOLLOWING CODES & STANDARDS AND SPECIFIED IN THE PLANS & SPECIFICATIONS. 1.FLORIDA BUILDING CODE 6TH EDITION (2017) - RESIDENTIAL 2.6TH EDITION 2017 OF THE FLORIDA FIRE PREVENTION CODE BASED ON NFPA 101, LIFE SAFETY CODE, 2012 EDITION AND NFPA 1, UNIFORM FIRE CODE, 2012 EDITION. a. ALL LAWS, CODES, STANDARDS & REGULATIONS CITED OR INCORPORATED BY REFERENCE THROUGHOUT THE FLORIDA BUILDING CODE. 3. THE FLORIDA FIRE PREVENTION CODE, (CHAPTER 4A-60, FLORIDA ADMINISTRATION CODE). a. ALL LAWS, CODES, STANDARDS AND REGULATIONS CITED OR INCORPORATED BY REFERENCE IN THE FLORIDA FIRE PREVENTION CODE. 4. IF THERE SHOULD BE A CONFLICTING REQUIREMENTS BETWEEN ABOVE REFERENCED CODES, THEN THE FOLLOWING RULES SHALL APPLY: a. THE CODE THAT AFFORDS THE GREATEST DEGREE OF LIFE SAFETY SHALL TAKE PRECEDENT. 5. A PERMIT ISSUED BY THE BUILDING DEPARTMENT SHALL BE CONSTRUED AS PERMISSION TO PROCEED WITH CONSTRUCTION, AND NOT AS AN AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PREVISIONS OF ANY CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION, OR VIOLATION OF ANY CODE. B. CONTRACTOR SHALL NOTIFY THE ARCHITECT / ENGINEER CONCERNING ANY PART OF THE CONTRACT DOCUMENTS WHICH MAY BE IN CONFLICT WITH THE ABOVE CODES AND REGULATIONS PRIOR TO SUBMITTING BIDS. THE CONTRACTOR SHALL PREPARE PROPOSED CHANGES FOR REVIEW AND APPROVAL BY THE ARCHITECT / ENGINEER. BASE BIDS SHALL INCLUDE THE MORE STRINGENT OF THE CONFLICTIN® METHODS. SHEET SHEET TITLE NO. CS COVER SHEET T-1 SHEET INDEX, NOTES, LEGENDS & ABBREVIATIONS SPA ARCHITECTURAL SITE PLAN A-1 FLOOR PLAN, REFLECTED CEILING PLAN, DOOR SCHEDULE, FINISH SCHEDULE, DETAIL & LEGEND A-2 ROOF PLAN & DETAILS A-3.1 ELEVATIONS & LEGEND A-3.2 ENLARGED ELEVATIONS, LEGEND, SHOWER DETAILS & FINISH SPECIFICATIONS A-4 SECTIONS A-5 NOT USED A-6 DOOR AND WINDOW DETAILS A-7 CASEWORK ELEVATIONS, DETAILS & LEGEND A-8 ENLARGED PLAN, INTERIOR ELEVATIONS & SHOWER DETAILS :3toZ4111117"11 S-1 FOUNDATION PLAN S-IA FOUNDATION PLAN S-2 ROOF FRAMING PLAN & SCHEDULE S-3 DETAILS, NOTES & SCHEDULES S-4 DETAILS & SECTIONS S-5 DETAILS & SECTIONS S-6 WIND LOAD CALCULATIONS MECHANICAL M-1.1 MECHANICAL FLOOR PLAN, NOTES, DETAIL & SCHEDULES M-1.2 MECHANICAL FLOOR PLAN, NOTES, DETAIL & SCHEDULES ELECTRICAL E-1.1 LIGHTING FLOOR PLAN, SCHEDULE, LEGEND & NOTES E-1.2 LIGHTING FLOOR PLAN, SCHEDULE, LEGEND & NOTES E-2.1 RISER DIAGRAM, DETAIL & SCHEDULE PLUMBING P-1.1 PLUMBING & WATER PIPING FLOOR PLAN P-1.2 PLUMBING & WATER PIPING FLOOR PLAN P-2.1 ISOMETRIC DIAGRAMS, SCHEDULE & NOTES P-2.2 ISOMETRIC DIAGRAMS, SCHEDULE & NOTES U O L17 N W Ui 00 co + � Kn W co It 00 LL 00 L— Z3 04 c)� Q Z -: �s 0 N Q �' �' CO -�-� Q o QLo L) 00 O O O L U W rn ST. REVIEWED FOR CODE COMPLIANCE LL ST. LUCIE COUNTY BOCC 01 V V LL c 4 Z O Q Z�/ 6.L_ m d' W M z M U) o 'W^ 7 O LLV �Tnn Z a) J n L (D ILL O LD z 0� N� LL I - O U) U) 2 y 9 N D A'•, AR 5258 } PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE W OR ANGE Iqv�O IJNTY I I I SHEET # I T-1 . FILE COPY COPYRIGHT 2018 a a. CUBA llu.NAVD (PHAS COTT) SITE F.F.E. 21 a raj c a JAMAICA . BAHAMAS (PHASE 3) � c (PHASE 3) COTTAGE COTTAGE SITE 5 SITE 4 '•�^ AACCESSOR F.F.E.21.0 F.F.E.21.0 NAV NA V � Rv SITE 5 z �\ TURKS & CAICOS DOMINICAN REPUBLIC HAITI I (PHASE 3)� (PHASE 3) (PHASE 3) COTTAGE ACE SIBLE COTTA COTTAGE SITE 3 ° SITE 2 SITE 1 'F.F.E. 21.0 F.F.E. 21 0 F.F.E. 21 0 NAV NAVD NAVD v w �yv �� v 31iE 4 SI7,IE 3 �� 2 SITE 1 � a N 01 OVERALL SITE PLAN (FOR REFERENCE ONLY. REFER TO SITE PLAN BY EDC FOR ADDITIONAL INFORMATION.) SCALE: V =20'4' NOTE: ARCHITECTURAL SITE PLAN IS FOR REFERENCE ONLY. SITE WORK UNDER PHASE-1 PERMIT DRAWINGS. PHASE 2 L (PHASE 2) POOU DECK! PROPOSED DORMITORY BUILDING a HOT TUB 1�-r-1-- Aril a L-- -L- L-j -L- p SITE LEGEND PROPOSED AREA OF WORK fW V O U W REVI� a CODE COMPLIANCE m ST. LUCIE COUNTY U) BOCCI Cn W U U U 'N N tz00 cl Z) cM (n W co 00 06 Q LJL qf N O z U m ��rn Ls Ls U 00 i U Go Q o 0 \V U J Q Z O Q CD w m� W _rn 75 M Z � c6 U) W 06 j Q o LL rr=nn V LL 0 T z >- O D- .I_ L Q m LL O co C) G PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE Al BLDG.DEPT.COMMENTS 1-23-2020 0 0 0 SHEET # Sp-1 COPYRI 9..,,F j - 8 cV N 53'-6" 15'-8" 6'-0" 6'-11" 4'-4" EGRESS O WINDOW B o 31'-10" /A-8 0 N I 4 10'-9" WALL MTD. TV. PROVID BAC AS REQ RED N °° BEDR OM O 110 STORAGE ( yWH ROOM �� IN 108 W1 108B BATHROOM _0 2 10 3 3'I �� C�ESSIBLE JI PATHR0OM ii I 1 2'-11' 1 1 1 1 L( I ET 104 O q I� 10'-1" it �° �� IL ! f8,_3„ W1 2'-6" 110 1 3'-4" 2'-6" 1a9 1 3'-4" 8" \ ; M _ 104 ACCESSIBLE BEDROOM " A q RIESS NDOW �05 1 106 10'-1 1 04 01 A-3.1 111 CARPORT \ o ❑ 6'-7" 1" _ 4r$'- A-3.1 N rx— 108A n 9 zn 1A � 108 in 1 0 1 z � I ssR 104 � 1 SSR CLOSET ` L CO !RF107W1A �- 103 LIVING ROOM - - j'0 _ _ m /A-4 SI SLOPE DOWN 1/8" PER INCH _per Y 02/A-6 2'-2" T-T' i 1 102 DINING 1 ' DDS 100 Q O p� -0"A.F.F. �+ - - EGRESS WINDOW O 021A-4 SIM 101 ITCHE a �i T_ - - LI L DW ----- - J —� O M 6 Q v glmwl$�h- —:41mmim; Imimft 0 031A-3.2 2'-4" in 12'-4" 110 STORAGE ROOM 14" A.F.F. C0'LY G HT w w EQ. -STUCCO CONTROL JOINT 111 CARPORT w 109 AHU CLOSET EQ. EQ. 0 OO OOR BE O 6'-O" 4'-0" 6'-0" -0" 0" 6'-2" 3'-0" 3'-8" SLOPE 04" A.F.F. DOWN RAMP- 100 NUMBER OF STEPS MAY VARY. �� COVERED ENTRY COORDINATE WITH CIVIL (MAX EQ. 0' EQ. '-0' OS A-3.1 30'-8" 10'-6"0 0 53'-6" N 01 PROPOSED FLOOR P N SCALE:11 =1'-0" 6'-7" EQ FY >_ EQ. 1 108 9'4'A.Ff. BEDROOM Y�C w 0 109 sA BATHROOM W. cy O 22" X 36" ATTIC w 1� ACCESS HATCH CLOSET � co 1 UNDER -CABINET LED FIXTURE 0 -102" 13 101 KITCHEN 9' 4' A.F.F. CI G HT C' 0 (V N 9'-0" A.F.F.F.F. CLG G HT O 107 0 0 — STUCCO CONTROL JOINT — 9 4' A.F.FA.F.F. CLG G HT w 105A 00 - ACCESSIBLE w BATHROOM 6 w sa w w 102 EQ. DINING EQ. 5.4' EQ. c O O� 'A.F.F. 9LG HT F- SA v 104 N 0 ACCESSIBLE 0— BEDROOM a w O 0 N N b 100 0, COVERED EN RY O tV d, a 0 1'-4" TYP 103 bo LIVING 8'_5" ROOM 03/A-1 10'4'A.F.F. 0- 'IF­C­ LG HT O N N 02 REFLECTED CEILING PLAN SCALE:1l4�' =1'-0" v$e1Y WALL LEGEND CMU WALL (SEE WALL TYPES). PARTITION WALL (SEE WALL TYPES). ADA COMPLIANT CLEARANCES CEILING PLAN SYMBOLS LEGEND CEILING FAN PENDANT FIXTURE Q RECESSED CAN FIXTURE WALL MOUNTED FIXTURE WALL SCONCE FIXTURE UNDER -CABINET LED FIXTURE AUDIO VISUAL DEVICE @ 80" A.F.F. SSR SMOKE STROBE DEVICE @ 80" A.F.F. DDS DOORBELL DISABLE SWITCH @ 46" A.F.F. PB BUTTON FOR DOOR SIGNAL @ 46" A.F.F. NOTE: 1. REFER TO MECHANICAL & ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 2. DOOR BELL & AUDIO / VISUAL DEVICES SHALL BE BY EDWARDS SIGNALING OR EQUAL. BUILDING CODE DATA BASED ON FLORIDA BUILDING CODE 6th EDITION (2017) OCCUPANCY CLASSIFICATION: SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: TYPE VB, NON-SPRINKLERED NUMBER OF STORIES: ONE AREA CALCULATION: 1,077 SF A/C AREA 182 SF COVERED ENTRY 323 SF CAR PORT TOTAL AREA = 1,582 SF 3-5/8" MTL. STUDS BRACED TO STRUCTURE ABOVE 03 SEE REF. CLG. PLAN DOOR SCHEDULE DOOR FRAME REMARKS DOOR NUMBER SIZE MAT TYPE MAT'L JAMB DEPTH DETAILS FIRE RATING HDWR HEAD JAMB SILL 100-1 34" x V-8" x 1 3/4" MTL A MTL l l/A-6 12/A-6 13/A-6 ENTRY DOOR W/ SIDELITE 101-1 3'-0" x 6'-8" x 1 3/4" MTL B MTL - 11/A-6 121A-6 131A-6 - ENTRY 104-1 2'-10" x 6-8" x 1 3/4" WD C WD OSIA 6 091A-6 10/A 6 PRIVACY 104-2 (2)24" x 6'-B" x 1 3/4" WD E WD 06/A-6 06/A-6 10/A-6 SIM BYPASS DOOR - '- WD - OS/A-6 09/A-6 10/A-6 - PRIVACY 106-1 2'-0" x 6'-8" x 1 3/4" WD C WD 081A-6 09/A-6 10/A-6 PASSAGE " WD 08/A-6 09/A-6 101A-6 PASSAGE LOUVERED DOOR 108-1 2'-10" x 6'-B" x 1 314" WD C WD 081A-6 09/A-6 10/A-6 PRIVACY 108.2 2A 0" x 6'-8" x 1 3/4" WO C WD 08/A-6 09/A-6 10/A-6 PRIVACY 108-3 (2)2'-0" x 6'-B" x 1 3/4" WD E WD 06/A-6 06/A-6 10IA-6 SIM BYPASS DOOR 109-1 3'-0" x 6-8" x 1 3/4" MTL B MTL l l/A-6 12/A-6 13/A-6 STORAGE LOCK 110.1 T-O" x 6-8" x 1 3/4" MTL B MTL 11 /A-6 121A-6 13/A-6 STORAGE LOCK DOOR NOTES: 1. REFER TO SHEET A-6 FOR DOOR DETAILS. 2. COORDINATE/ CONFIRM ALL DOOR TYPES & HARDWARE WITH OWNER PRIOR TO CONSTRUCTION. 3. VERIFY ALL DOOR SIZES IN FIELD. FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR WALLS BASE CEILING CEILING HEIGHT REMARKS 100 COVERED ENTRY FINISHED CONC, PAINTED GWB STUCCO 9'41 101 KITCHEN TILE PAINTED GWB/TILE 6" WD GWB 9'.4" TILE @ KITCHEN BACK SPLASH 102 DINING TILE PAINTED GWB 6" WD GWB 9'4' TILE PAINTED GWB 6" WD GWB 1014" 104 ACCESSIBLE BEDROOM TILE PAINTED GWB 6" WD GWB 9' 4" 105A ACCESSIBLE BATHROOM TILE PAINTED GWB/TILE 6" WD GWB 9'-4" FULL HT. TILE IN SHOWER TILE PAINTED GWB 6" WD GWB 9'4" 107 LAUNDRY TILE PAINTED GWB 6" WD GWB 9'4" 108 BEDROOM TILE PAINTED GWB 6" WD GWB 9'41" 108A CLOSET TILE PAINTED GWB 6" WD GWB 914" 108B BATHROOM TILE PAINTED GWB/TILE 6" WD GWB 9'4" FULL HT. TILE IN SHOWER 109 AHU CLOSET TILE PAINTED GWB 6" WD GWB 110 OUTSIDE STORAGE TILE PAINTED GWB 6" WD GWB 9'4" 111 CARPORT FINISHED CONC. PAINTED GWB STUCCO 10'4" FINISH NOTES: 1. ALL FINISHES SHALL BE AS SELECTED/CONFIRMED BY OWNER AND INSTALLED BY CONTRACTOR. 2. PAINT TO BE APPLIED AS FOLLOWS: ONE (1) COAT OF PRIMER AND TWO (2) COATS OF FINISH PAINT, COLOR TO BE SELECTED BY OWNER 3. REFER TO FINISH SPECIFICATIONS ON SHEET A-3.2 BY INTERIOR DESIGNER 4. MINIMUM FLAME SPREAD CLASSIFICATION ON INTERIOR FINISHES SHALL BE CLASS'B' FOR CORRIDORS & CLASS'C' FOR ALL OTHER SPACES PER FBC TABLE 803.11 NOTE: UNIT SMOKE DETECTION SYSTEM SHALL COMPLY WITH NFPA 72 (1999 OR 2002 EDITION). ALL VISIBLE ALARM APPLIANCES PROVIDED FOR SMOKE DETECTION NOTIFICATION SHALL BE ACTIVATED UPON SMOKE DETECTION. NOTE: PROVIDE HARD -WIRED ELECTRIC DOORBELL. ACTIVATION OF THE BUTTON OR SWITCH SHALL INITIATE AN AUDIBLE TONE AND VISIBLE SIGNAL WITHIN UNIT. � CLG.H CLG 5/8" GWB ON SUSPENDED 3-518" MTL STUD FRAMING @ 16" O.C. 9'-4" h B.O. SOFFIT 5/8" GWB ON 3-5/8" MTL. STUDS, TYP. CEILING DETAIL SCALE: 1 1/2" = V-0" �W V H O REVIEWED FOR UW CODE COMPLIANCE J ST" LUCIE COUNTY m BOCC—�//) �V VJ W U U Q c- L0 CV W H 00 0 M + LO U) W m J CO � LL oo CV Q U) Z O0 -a--' � rn Q tyW(c) ¢ Z c U O L m O O cz U Z Z i ui F_ -NJ- M co U) m(n W � i > = Q o LL LL v � LL u_ A) Z 0 0- Q m u_ o yy V * YTcc,A PROJECT # 17-093.03 PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE 1 BLDG. DEPT. COMMENTS 1-23-2020 0 0 SHEET # FILA-1 E = Copy COPYRIGHT 2018 SNAP -CLAD CLIP WITH FASTENERS PEEL & STICK- PLYWD. PRE-FAB.WOOD ROOF TRUSS SYSTEM TYP. "Z" RETAINER STRIP SET IN SEALANT 10 SNAP-CLA WITH FASTI PRE-FAB.WOOD Ri TRUSSES, - PEEL & STIC PLYWD. DECKI� "Z" RETAINER STF SET IN SEALAI PANEL —FIELD CUT, BEND RETURN IN PANEL, & HOOK RETURN OVER "Z" RETAINER STRIP PA-116 EAVE FLASHING PA-5 KEEPER RAKE DETAIL SCALE: 3" = l'-0" CEDAR FASCIA ANEL :ND \NEL, & N OVER STRIP P D) .032 ITTER IV b M A 01 ROOF PLAN SCALE:1/4" =1'-0" 2"X8" CEDAR FASCI 05 GUTTER DETAIL SCALE: 3" = l'-0" FASTENING STRAPS PA-115 VALLEY FLASHING d MINIMUM CLEARANCE FROM PANEL SEA -ANT AT VERTICAL LEG SNAP -CLAD PANEL ENDS TO VALLEY DIVERTER IS 6" MINIMUM EACH SIDE OF VALLEY. MAY & UNDER "Z" CLOSURE "Z" CLOSURE :FINISHURFACE - REFER TO PLANSSNAP-CLAD CLIP REQUIRE MORE CLEARANCE ON PA-101 RIDGE/HIP ACT LOCATIONSWITH FASTENERS LONGER VALLEY RUNS. FLASHING POP RIVET AS REQUIRED TO FLUSH THE LAP OF THE 3/4" TURN -UP RIDGE/HIP FLASHING PEEL & STICK PLYWD. DECKING 1 1l2" 2,_8„ SNAP -CLAD CLIP SNAP -CLAD PANEL h. WITH FASTENERS PRECAST CONCRETE SPLASH BLOCK SLOPE ZY SEALANT "Z" RETAINER STRIP PEEL & STICK UNDERLAYMENT PRE-ENG'D. WOOD ROOF TRUSS SYSTEM TYP. 5/8" PLYWD. DECKING 04 VALLEY DETAIL 03 TYPICAL RIDGE DETAIL 02 TYP. CONC.SPLASH BLOCK SCALE: 3" = IA" SCALE: 3" =1'-0" SCALE:1 "=l'-0" rW V 0 REVIEWED FOR V CODE COMPLIAN ST. LUCIE COUNTm BOCC U) W CU U U c— O O ® M L7 W Co N. 00 O LL � N O Q Z � 1' U( co U rn N Q 0' CO Q Q LO U 00 s— U o0 Q O c O CO L U J Q Z 0 Q _> m L Lu —�1♦♦ W NT M VJ W W L T < O LL � U L N LL o a) z 00- N� IJ_ Q CCS LL 0 U) 5 p'•, AR95258n : V PROJECT# 17-093.03 DATE 8-27-2019 REV # DATE 0 0 SHEET # A L COPYRI4 ILA rj 8 9' 4"A.F.F. BEARING HT. �7'-4" A.F.F. B.C. BEAM V�" A.F.F. FLOOR 8 13 5 12 6� =13 5 121 1 8 V 11iJ 14F-' 112E 1 7 H 14 01 WEST ELEVATION SCALE: 1/4" = l'-0" I u j � p . . Do uo J LlJ / L3 J-' LL / L 03 6 u Li-t-i u LJ SOUTH ELEVATION SCALE:1/4" = V-0" Fly BEARD 00'-0"A,F.FA,F.F. FIN. FLOOR 8 10 a 1-/ 1 3 P 16 9'-4" A.F.F. h BEARING T-4" A.F.F. B ■I IIII IIII 9 2 1 \--1 11 Flry. FLOOR � h 9""AF.F. BEARS A T. 7'-4" AA.F.F� BY C. BEAM h 0"' A.F.F. FIN. FLOOR 02 NORTH ELEVATION SCALE: 14" = V-0" 04 EAST ELEVATION MATERIAL LEGEND 1❑ IMPACT RATED DOOR ❑2 IMPACT RATED WINDOW ❑3 SMOOTH STUCCO FINISH ® COLUMN ❑5 STANDING SEAM METAL ROOF © HARDIE-PLANK SIDING lfl 36" H PRE -FINISHED ALUMINUM RAILING El RAISED STUCCO BAND CONCRETE BEAM 10 WALL MOUNTED LIGHT FIXTURE 11 FIXED VINYL PLANTATION SHUTTER 12 PRE -FINISHED ALUMINUM DOWNSPOUT WITH CONCRETE SPLASH BLOCK 13 PRE -FINISHED ALUMINUM GUTTER KEY PLAN SCALE:1/4" = l'-0" 9' 4" A.F.F. BEgRWG HT.� 0'-0"A.F.F. FIN�FIL rW V LQL 1� 04 )REVIEWED FOR O CODE COMPLIANCE U ST" LUCIE COUNTY W SOCC W N NOT TO SCALE 1 ' U U Q CU l: CV 00 M M -f' (n Lu M 0()�O CO LL N o Q Z U C) D o 0') Q of 0 Q (D Q Z 0 U 00 Q o 0 (3.) L_ _(10 U J Q Z 0 Q C� � m O� O d' C'7 _O z c)�_ co U) W 06 '= > = Q o LL J C) z >_ 0 ry E O �H Z 0 U) 2i 5 - N+: PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE Z 0 SHEET # A-3.1 FILE COPY COPYRIGHT 2014 FINISH Refer SPECIFICATIONS/KEY to Area of Use Schedules for Locations _ _ .. KEY/CODE DESCRIPTION MANUFACTURER/SUPPLIER REMARKS/LOCATIONS PAINT PURCHASING. (CONFIRM THESE COLORS BEFORE THEM.) BEN STUCCO MOORE, US 1, VERO BEACH, FL. COTTAGES: ALL PAINT IS BENJAMIN MOORE, LATEX AURA. ALL EXTERIOR SHOULD BE SEALED WITH HOT STUCCO -PRIMER. ALL INTERIOR DRY WALLS SHOULD BE SEALED WITH B M 027-00 SHURE SEAL ( SEE SPECS IN 88 & 89 P-50 CHANTILLY LACE OC-65 BM AURA EXT SATIN COTTAGES EXTERIOR TRIM P-51 CHANTILLY LACE OC-65 BM ADVANCE WB SATIN ALL COTTAGES INTERIOR. TRIM & DOORS; IF INTERIOR SHUTTERS, THEY HAVE OWN TRIM. P-52 SALMON PEACH 2O13-50 AURA-EXT. LOW LUSTRE HAITI EXTERIOR WALLS P-53 CORAL GABLES 2010-40 GRAND ENTRANCE -SATIN HAITI EXTERIOR DOORS P-54 BRIDAL PINK 2013-70 BM AURA FLAT -MATTE HAITI INTERIOR WALLS (EXCEPT ACCENT WALLS) P-55 BRIDAL PINK 2013-70 AURA BATH&SPA-MATTE HAITI BATHROOMS P-56 SALMON PEACH 2O13-50 BEN MOORE AURA FLAT -MATTE HAITI- ON TV (EAST) WALL-FAM RM; WALLS BEHIND BEDS IN BOTH BEDROOMS P-57 SALMON PEACH 2O13-50 BEN MOORE AURA SATIN HAITI - ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; FANS IN FAM RM & M BEDRM PAINT4ED BY PAINTER P-58 OCEAN SPRAY 2047-60 AURA EXT.LOW LUSTRE DOM REP, EXTERIOR WALLS - P-59 CAPRI SEAS 2047-40 GRAND ENTRANCE -SATIN DOM REP EXTERIOR DOORS P-60 50% BABY GREEN 2047-70 SM AURA MATTE DOM REP INTERIOR WALLS P-61 50% BABY GREEN 2047-70 BM AURA BATH & SPA DOM REP BATHROOMS P-62 OCEAN SPRAY 2047-60 BENJAMIN MOORE. FLAT -MATTE DOM REP - TV WALL (EAST) WALL FAM RM & WALLS BEHIND BEDS IN BOTH BEDROOMS p-63 OCEAN SPRAY 2047-60 BENJAMIN MOORE. SATIN DOM REP- ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; FAN. IN FAM RM & M BEDRM PAINTED BY PAINTER P-64 LEMON MERINGUE 2023-50 AURA EXT.LOW LUSTRE TURKS & CAICOS EXTERIOR WALLS P-65 YELLOW HIGHLIGHTER 2021-40 GRAND ENTRANCE -SATIN TURKS & CAICO EXTERIOR DOORS P-6 CREME FRAICHE 2023-70 SM AURA MATTE TURKS & CAICO INTERIOR WALLS P-67 CREME FRAICHE 2023-70 BM BATH & SPA TURKS & CAICOS BATHROOMS P-68 LEMON MERINGUE 2023-50 BENJAMIN MOORE. FLAT -MATTE T & C-TV (EAST) WALL- FAM RM; WALLS BEHIND BEDS IN BOTH BEDROOMS p-69 LEMON MERINGUE 2023-50 BENJAMIN MOORE SATIN T & C- ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; FANS IN FAM RM & M BEDRM PAINTED BY PAINTER P-70 WALES GREEN 2028-50 AURA EXTERIOR LOW LUSTRE JAMAICA EXTERIOR WALLS P-71 PEAR GREEN 2028-40 GRAND ENTRANCE -SATIN JAMAICA EXTERIOR DOORS P-72 SEAHORSE 2028-70 BM AURA FLAT MATTE JAMAICA INTERIOR WALLS P-73 SEAHORSE 2028-70 BM AURA BATH & SPA JAMAICA BATHROOMS P-74 WALES GREEN 2028-50 BENJAMIN MOORE FLAT -MATTE JAMAICA-TV (EAST) WALL-FAM RM; WALLS BEHIND BEDS IN BOTH BEDROOMS P-75 WALES GREEN 2028-50 BENJAMIN MOORE SATIN JAMAICA - ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; FAN IN FAM RM & M BEDRM PAINT4ED BY PAINTER P-76 BLUE FLOWER 2057-60 AURA EXT.LOW LUSTRE BAHAMA EXTERIOR WALLS P-77 ASH BLUE 2057-40 GRAND ENTRANCE -SATIN BAHAMA EXTERIOR DOORS P-78 50% ICY BLUE 2057-70 BM AURA MATTE BAHAMA INTERIOR WALLS P-79 50% ICY BLUE 2057-70 BM AURA BATH & SPA BAHAMA BATHROOMS P-80 BLUE FLOWER 2057-60 BENJAMIN MOORE FLAT -MATTE BAHAMA-TV (EAST) WALL FAM RM; WALLS BEHIND BEDS IN BOTH BEDROOMS P-81 BLUE FLOWER 2057-60 BENJAMIN MOORE SATIN BAHAMA - ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; FANS IN FAN RM & M BEDRM PAINT4ED BY PAINTER P-82 jPASTEL PINK 2007.60 AURA EXT.LOW LUSTRE ICUBA EXTERIOR WALLS P-83 CORAL ESSENSE 2007-40 IGRAND ENTRANCE -SATIN ICUBA EXTERIOR DOORS P-84 50%ANGEL PINK 2007-70 BM AURA MATTE CUBA INTERIOR WALLS o_ac sn / nNr,FI PINK 2007-70 IBM AURA BATH & SPA ICUBA BATHROOMS _ P-86 PASTEL PINK 2007-60 SM-AURA FLAT -MATTE CUBA - TV (EAST) WALL FAM RM; WALLS BEHIND BEDS IN BOTH BEDROOMS P-87 PASTEL PINK 2007-60 BM AURA- SATIN CUBA-ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; BEHIND BEDS, FANS FAM RM & M. BEDRM PAINTED BY PAINTR P-88 ULTRA SPEC MASON-100%ACRYLIC EXT SEALER/PRIMER * BM ULTRA SPEC PRIMER ALL EXTERIOR STUCCO WALLS & TRIM P-89 INTERIOR DRY WALL PRIMER* BM027-OOG BM SHURE SEAL LTX PRI ALL INTERIOR DRY WALLS -PRIMER P-90 WHITE CEILING PAINT BM355-04G IBM SUPER HIDE FLAT ALL COTTAGE CEILINGS TILE & FLOORING I TL-51 VINTAGE HEX, ANTIQUE BEIGE; VH0515HEXMSIP DALTILE BATHROOM FLOOR, USE URETHANE GROUT COVE CREEK -ANTIQUE WHITE- TL-52 CVOB10141P2/SAM1P2 DALTILE SHOWER WALL BACKSPLASH BEHIND STOVE AND ABOVE ALL COUNTERS; QUARTZLOCK GROUT COLOR: 245 WHEAT B16. COTTAGES: DOM. REP, TURKS & CAICOS; TL-53 PAINTED TILE SQUARES DALTILE JAMAICA BACKSPLASH BEHIND STOVE AND ABOVE ALL COUNTERS; USE QUARTZLOCK TL-54 PAINTED TILE "STICKS" DALTILE GROUT. COTTAGES: HAITI, BAHAMA, CUBA GROUT WITH TILE COVE CREEK USE BOSTICK DIMENSION (URETHANE) GROUT. COLOR: H600-DIAMOND GT-50 IWITH TIGHT GROUT LINES. BOSTICK/DALTILE ALL COTT. BATHRM SHOWER WALLS FOR BATHROOM FLOOR TILES LUNGARNO- ARTISAN TRAVERTINE -HEXAGON ARTHEX001-USE BOSTICK DIMENSION GROUT, COLOR: H600- GT 51 DIAMOND WITH TIGHT GROUT LINES. BOSTICK/DALTILE ALL COTT. BATHROOM FLOOR TILES FOR KITCHEN BACKSPLASH "PAINTED" TILE, USE GT-52 QUARTZLOCK2, COLOR: 24' WHEAT. DALTILE KITCHEN BACK SPLASH, "PAINTED" SQUARE OR STICK ACCENT TILE FOR LIGHT TAN CERAMIC PLANK FLOORS: USE GROUT COLOR: "230 ALMOND" with hairline Grout GT-53 I Line DALTILE LIGHT TAN FLOORS IN BAHAMAS AND JAMAICA COTTAGES LIGHTING & FANS ONE 5 LIGHT CHANDELIER. WEATHERED OAK WOOD; FORGED IRON BY MURRAY FEISS. SKU LT-50 949796 FEISS/LED CAPSTONE ALL COTTAGES (6)- ABOVE DINING ROOM TABLE '- LT-51 EUTCO-E12LED115-10PK. 6W. 480 LUMEN EUTCO/LED CAPSTONE ALL COTTAGES. TOTAL: 30 BULBS TWO OVER -ISLAND MINI PENDANT LIGHTING. LC4005, MURRAT FEISS#P1302WOW/AF. SKU - LT-52 1770315 FEISS/LED CAPSTONE ALL COTTAGES (12) 2 ABOVE ISLAND FILAMENT BULB -LC FIL-E26.4W-27K-ETC-AS-CLEAR- LT-53 DIMMABLE. WARM 3000K. LED CAPSTONE ALL COTTAGES 12 FOR ALL 6 PENDANTS BATHROOM VANITY LIGHT FIXTURE, 3 LIGHTS, SATIN NICHEL; PUTNAM COLLECTION.4991061-C- LC-54 BULB-E26-7W-3K-F PUTNAM/. LED CAPSTONE ALL COTTAGES -OVER EACH BATHRM SINK. (ADA-3; OTHER-4)TOTAL-23. MONTE-SCU52WH. MONTE CARLO CRUISE FAN 52" BLADE. WHITE ABS PALM BLADES. TO BE PAINTED ALL COTTAGES. ONE IN CENTER FAMILY RM. ONE IN MASTER BEDRM - MID LC-55 COLOR OF ACCENT WALL IN EA COTT/ MONTE CARLO/ LED CAPSTONE OVER BED,TOTAL 12 COTTAGE PLUMBING: FAUCETS, SINKS, SHOWERS -. specs changed All kitchen faucets are to be decided by Mr & Mrs. Maas. Refer to photos of faucets in silver toned brushed nickel. Note chrome fixtures are half the PL-1 cost. Moen fixtures have a life -time warranty MORGAN BROS. 6 COTTAGE KITCHENS. 6 FAUCETS 896172 SINK, G18165 MOEN 18 GAUGE STAINLESS SINGLE D UDMT SINK 301N X 18 1N X SIN - SINGLE PL-2 BOWL. MORGAN BROS. 5 COTTAGE KITCHEN SINKS. NOT HAITI (ADA) 967995 SINK G18161 MOEN 18 GA UM SS SINK SINGLE D 30X18X6 RDC 31-1/41N X 181N X BIN P-3 STAINLESS. SINGLE BOWL MORGAN BROS. HAITI ADA COTTAGE KITCHEN SS440 SNAP-TITE STAINLESS STEEL BASKET P-4 STRAINER MORGAN BROS. HAITI ADA COTTAGE ONLY -NO GARBAGE DISPOSAL 73134H IN SINK-ERATOR BADGER 5 HP DISPOSAL, P-5 1/2 HP LESS CORD, If WDEV26952-2YR. MORGAN BROS. 5 COTTAGE KITCHENS. NOT HAITI Bathroom Faucets are to be selected by Mr. and 5 MASTER BATHRMS: 2 EA. 5 GUEST BATHRMS: 2 Mrs. Maas. Refer to photos of faucets in silver EA. ADA MASTER 2; GUEST BATHRM. 1. PL-6 toned brushed -nickel. MORGAN BROS. TOTAL: 23 BATHROOM FAUCETS 909500. 62300 MOEN RGHIN M-PACT POST 1H TS IPS BK BILK PACK POSI-TEMP R 1/2 IN IPS PL-7 CONNECTION PRESSURE BALANCIN G VALVE. MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 909458. T2131BN MOEN TRIM EVA 1 H TS POSI - PL-8 VLV ONLY BN POSI-TEMP R VALVE TRIM. I MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 All shower heads and fixtures are to be decided by Mr. and Mrs. Maas. Refer to photos in silver -toned PL-9 brushed nickel. MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 the Drop ELL will be decided by Mr. and Mrs. Maas. FALL _ PL-10 In brushed nickel. Refer to photos. MORGAN BROS. BATHROOMS: 12 FINISH SPECIFICATIONS/I Refer to Area of Use Sched les for Locations KEY/CODE DESCRIPTION MANUFACTURER/SUPPLIER REMARKS/LOCATIONS LAVATORIES: SO KS &TOILETS 909404. 2210 KOHLER CAXTON UNDERCOUNTER LAVATORY SINK UNDERMOUNT WITH OVERFLOW. PL-11 171N X 141N. X 7 1/2 W/CLAMP ADA WHITE. MORGAN BROS. ALL COTTAGE 23 LAVATORY SINKS. 819652. GSE21 28 GERBER MAXWELL ELONGATED TOILET BOWL. E AGOHEIGHT. 121N ROUGH -IN ** SE PL-12 JOR DUAL FLUSH ** ADA WHITE 12 R 18. 1.6 MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 846931. 002817P GERBER MAXWELL TOILET TANK. PL-13 1.6/GFT 121N R UGH -IN WHITE (30) MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 909890. 4774-C KOHLER BREVIA ELONGATED TOILET SEAT CL SED FRONT W/COVER SOLID PLASTIC W/ Q2 DVANTGAGE QUICK RELEASE PL-14 WHITE. MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 ACCESSORIES 786008. DN722 IN. CSI LOUNDGE 24 DOUBLE TOWEL BAR BN 3RUSHED NICHEL. 241N DOUBLE PL-15 TOWEL BAR. MORGAN BROS. MASTER BATH HANG ABOVE TOILET, 782237. DN770 JBN CSI LOUNGE EURO PAPER HOLDER BN BRI SHED NICKEL EUROPEAN PAPER PL-16 HOLDER MORGAN BROS. 1 PER BATHRM: TOTAL 12 863610. DN770 BN LOUNGE DOUBLE ROBE HOOK PL-17 BRUSHED NICK L. MORGAN BROS. 1 PER BATHRM BY SHOWER: 12 864056. DN711 CSI WALL MOUNT DROP FOLD PL-18 DOWN SHOWE SEATTEAK. MORGAN BROS. 1 HAITI PER ADA SHOWERS: TOTAL 2 49313 G13124 C 1-1/21N X 24 IN GRABBAR BY PL-19 HAITI ADATOIL T MORGAN BROS. HAITI/ADA COTTAGE: 30" IN SHOWERS G13142 JSC 1-1 21N X 42 IN GRABBAR W/ PL-20 CONCEALED SNAP -ON FLANGE SATIN FINISH MORGAN BROS. HAITI ADA COTTAGE. 1 VERT 1 HORIZ. TOTAL: 4 KITCHEN CABIN TS AND BATHROOM VANITIES KITCHEN WALL 14 BASE CABINETS. MID-CONTINENT PARKER DOOR TYLE, MATCHING DRAWER FRONTS IN MAPLE WOC D, WHITE MATTE FINISH. 42" & 36" TALL UPPERS, C iOWN MOLDING. DELIVERY, INSTALLATION I, HARDWARE. SEE DIAGRAM-" A C- 1 UNIT" CAPITAL CABINETS 5 COTTAGE KITCHENS -ADA CABINET IN ADA KITCHENS KITCHEN WALL k BASE CABINETS. MID-CONTINENT PARKER DOOR TYLE, MATCHING DRAWER FRONTS IN MAPLE WO D, WHITE MATTE FINISH. 42" & 36" TALL UPPERS, C tOWN MOLDING. DELIVERY, INSTALLATION HARDWARE. CLAREN ARCHITECTS WILL SUPPLY ADRAWINGS FO ISLAND, KITCH& C-2 IVANITIES CAPITAL CABINETS 1 ADA COTTAGE KITCHEN KITCHEN ISLAN BASE CABINETS. MID-CONTINENT PARKER DOOR TYLE, MATCHING DRAWER FRONTS IN MAPLE WOOD, CUSTOM PAINT COLOR (SEE PAINT COLOR I IST FOR EACH COTTAGE). DELIVERY, INSTALLATION HARDWARE. SEE DIAGRAM-" A C-3 UNIT" CAPITAL CABINETS 5 COTTAGE KITCHEN ISLANDS .NOT ADA ISLAND KITCHEN ISLAN BASE CABINETS. MID-CONTINENT PARKER DOOR TYLE, MATCHING DRAWER FRONTS IN MAPLE WO D, CUSTOM PAINT COLOR (SEE PAINT COLOR I ST FOR EACH COTTAGE). DELIVERY, INSTALLATION ii HARDWARE. SEE DIAGRAM- ADA/B UNIT 0 BINETS HAVE RECESSED DOORS. " B C-4 UNIT: ADA HAI I. CAPITAL CABINETS 1 ADA ISLAND IN 1 COTTAGE -TO BE NAMED MASTER BATH VANITY FOR 2 SINKS. MID- CONTINENT PA RKER DOOR STYLE, MATCHING DRAWER FROIN TS IN MAPLE WOOD, MATTE WHITE FINISH. DELIVE 1Y, INSTALLATION & HARDWARE. C-5 CVD57X34. SEI DIAGRAM-" A UNIT" CAPITAL CABINETS 5 MASTER BATHRMS. NOT ADA BATHROOM MASTER BATH VANITY FOR 2 SINKS.MASTER BATH MID-CONTINEI IT PARKER DOOR STYLE, MATCHING DRAWER FRO IN MAPLE WOOD, MATTE WHITE FINISH. DELIVERY, INSTALLATION & HARDWARE. SEE DIAGRAM ' B UNIT" WITH RECESSED DOORS C-6 FOR HAITI ADA UNIT B. CAPITAL CABINETS 1 ADA MASTER BATHROOM GUEST BATH V 6,NITY FOR 2 SINKS. MID-CONTINENT PARKER DOOR STYLE, MATCHING DRAWER FRONTS IN MAPLE WOOD, MATTE WHITE FINISH. DELIVERY, INSTALLATION & HARDWARE. SEE DIAGRAM-" A C-7 UNIT" CAPITAL CABINETS 5 GUEST BATHRMS. NOT ADA VANITY GUEST BATH NITY FOR 1 SINK. MID-CONTINENT PARKER DOOR STYLE, MATCHING DRAWER FRONTS IN MAPLE WOOD, MATTE WHITE FINISH. DELIVERY, INSTALLATION & HARDWARE. SEE DIAGRAM-" C-8 B/ADA UNIT" ITH RECESSED DOORS CAPITAL CABINETS 1 ADA BATHRM: TOTAL 1; ADA TBA C-9 HARDWARE: R CHELIEU 6501-195 CAPITAL CABINETS ALL COTTAGE BATHRMS: TOTAL 12 C-10 COUNTERTOP: TORQUAY BY CAMBRIA QUARTZ CAPITALCABINETS ALL KITCHEN & BATHROOM COUNTER TOPS WINDOW TREATMENT: INTERIOR SHUTTERS 5 X 6 "EXTRA" BRAND FAUX WOOD SHUTTERS WT-1 W/CENTER BA SHADE WORLD 3 PER COTT: 2 KIT./DINING. 1 M BED. TOTAL 18 5 X 3 "EXTRA" RAND FAUX WOOD SHUTTERS WT-2 W/( ISHADE WORLD 1 IN GUEST RM, 21N FAM RM. TOTAL: 18 -1'-0" A.F.F. GROG UND FLOQR- T 77 1:20 (MAX. SLOPE) 01 ENLARGED ELEVATION SCALE: 1/2" = V-0" MATERIAL LEGEND 1❑ IMPACT RATED DOOR 2 IMPACT RATED WINDOW 0 SMOOTH STUCCO FINISH ❑4 COLUMN �5 STANDING SEAM METAL ROOF © HARDIE-PLANK SIDING 36" H PRE -FINISHED ALUMINUM RAILING �8 RAISED STUCCO BAND �9 CONCRETE BEAM 10 WALL MOUNTED LIGHT FIXTURE 11 FIXED VINYL PLANTATION SHUTTER 12 PRE -FINISHED ALUMINUM DOWNSPOUT WITH CONCRETE SPLASH BLOCK 13 PRE -FINISHED ALUMINUM GUTTER 02 ENLARGED COLUMN ELEVATION SCALE: 1 /2" = V-0" 03 LANDING SECTION SCALE;1/4" =1'-0" ,01 4A CU O 'U) N ^, VJ W (— 00 0 (y) U) W M d- 00 L_ (O LL 00 Z3 N O Q Z U C:) N ��w W Q Q Q� W Q (D Q Lf) C_ Z U 0 00 s- U [0 Q O O Cl) L U cc W J Z M W W CM (� VJ W W •L a- F- W -0 0 >/ < ILL.. r= moo/ i Q� 1..L Q AD Z� Oa- 1..1_ M U_ O W/� C0 G ?�'• AR95258 � 9 PROJECT# 17-093.03 DATE 8-27-2019 REV # DATE 0 SHEET # A-3.2 FILE COM, COPYRIGHT 20 8 03/A-4 VARIES T.O. BEAM T-4'A.F.F. S.O. 8E T.O. BEAM r 12 6 04/A-4 II 0oII al BEGS HT � B9E'-A4RR" AI .F.F. I 2'-0" IOU llll 17=000 0E-7 OPE DO 1 8" PER INC 0 FIN" F.F. :�.. _. „i .. x", , �,• '� FIN. FLOOR_. FLO Y pR 02 08 SECTION SCALE: 3/4" = V-0" in 7.1 6.2 7.3 m 9.13 07 SECTION SCALE: 3/4" =1'4' S CTION SCALE:1/4" = V-0" Mal 129 VARIES T.C. BEAM�r 06 SECTION SCALE: 3/4" = V-0" h 9'-4" A.F.F. B FI40'-0" A F.F. N. FLOOR 7.1 05 SECTION SCALE: 314" = V-0" mm m SECTION SCALE: 1 /4" =1'-0" �VAR IES T� 0, BEAM 04 SECTION SCALE: 3/4" =1'4' C. 06/A-4 VARIES T.O. BEAM T•4"A.EF. BEARING HT. 111111111111 03 SECTION SCALE: 3/4" = V-0" (\G 1 IVV 1 "o - <7Clr 1 IVIVJ NOTE: NOT ALL KEY NOTES MAY APPLY 2.1. TERMITE TREATED COMPACTED SOIL 2.2. APPROXIMATE LINE OF GRADE (SEE CIVIL DRAWINGS) 2.3. LANDSCAPING 3.1. CAST IN PLACE CONCRETE FOUNDATION (REFER TO STRUCTURAL DWGS.) 3.2. CONCRETE SLAB ON GRADE (REFER TO STRUCTURAL DWGS.) 3.3. CAST IN PLACE CONCRETE BEAM OR LINTEL (REFER TO STRUCTURAL DWGS.) 3.4. BOND BEAM (REFER TO STRUCTURAL DWGS.) 4.1. CMU WALL (REFER TO STRUCTURAL DWGS.) 5.1. 35/8" METAL STUDS (8 16" O.C. 5.2. 1%" METAL STUDS 6.1 PRE-ENGINEERED WOOD TRUSSES 6.2 EXTERIOR GRADE PLYWOOD SHEATHING (REFER TO STRUCTURAL) 6.3 P.T MOD SUB FASCIA 6.4 2X8 FASCIA 6.5 WOOD STUD (REFER TO STRUCTURAL DWGS.) 6.6 WOOD BLOCKING AS REQUIRED 7A. SNAP CLAD STANDING SEAM METAL ROOF SYSTEM OVER SELF ADHERED ROOF MEMBRANE 7.2. PRE -FINISHED ALUMINUM METAL FLASHING 7.3. PRE -FINISHED ALUMINUM DRIP FLASHING 7.4. R-30 BATT INSULATION 7.5. FOUNDATION WALL WATERPROOFING 7.6. 10 MIL VAPOR BARRIER ON COMPACT SOIL 7.7. CONTINUOUS SEALANT 7.8. SPRAY FOAM INSULATION R-20 MIN. SHALL COMPLY WITH MINIMUM SURFACE -BURNING CHARACTERISTICS (FBC 2603.3) AND BE PROTECTED AGAINST IGNITION (FBC 2603.4.1.6) 7.9. RIGID INSULATION R-5 MIN. n 7.10. 6" PRE -FINISHED ALUMINUM GUTTER B.I. PRE -FINISHED ALUMINUM IMPACT RATED WINDOW Q 8.2. STEEL DOOR AND FRAME L 9.1. SMOOTH STUCCO FINISH 9.2. 9.3. g GYPSUM BOARD FASTENED TO WOOD FRAMING STUCCO CONTROL JOINT 0 9.4. MARBLE SILL 9.5. HARDIE PLANK SIDING OVER 30# BUILDING FFF,,,��� 9.6. SUSPENDED ACOUSTICAL TILE IMTH�SPO We �Weiv, D CEILING GRID SYSTEM D iv, 9.9.8. 4" SOUND INSULATION FINISH SCHEDULE) Sr,, `' `COMP` BASE AS SCHEDULED 9.10. WATERPROOFING COATING (SEE PAINT SPECIFICASIQF, COL I 9.11. TOOLED DRIP EDGE Q CC 9.12. 1X2 FURRING ^ 9,13. RAISED STUCCO WITH SMOOTH FINISH / J 9.14. PAINTED CMU WALL (SEE FINISH SCHEDULE) r /� 9.16. 6/8" STUCCO SOFFIT ON HIGH -RIB MTL LATH, V 9.16. 5/8" SMOOTH STUCCO FINISH ON PAPER BACKED METAL LATH OVER 5/8" FIBERGLASS WATER RESISTANT GYPSUM PANEL SHEATHING EQUAL TO DENSGLASS GOLF MFG BY GEORGIA PACIFIC. (REFER TO 9.17. STRUCTURAL DWGS. FOR ATTACHMENT) HARDIE BOARD TRIM 16.1 LIGHT FIXTURES U Lo '.n N � DD Lo Lu d CO 00 U- 00 N Q Z co +� � � O N Q cm Q �QLo i Z 0 U 00 3— 0 m Q o 0 L. _co 0 J Q z 0 Q � co 0 V) w 06 L / T < O L U 0- N LL O z >- 0 n- Of Q m L° 7- 0 co � /� C0 G v ......•;-T`� •, AR95258 • V PROJECT# 17-093.03 DATE 8-27-2019 REV # DATE 0 SHEET # A-4 FILE C013 COPYRIGHT 2018 I GENERAL NOTES: 1 OOR VIEWERS D SEE DOOR SEE DOOR SEE DOOR w ¢ a SEE DOOR SEE DOOR 4" 6'-0" g 4" 1'-4" 4" 3'-0" 4" 1. SEE FINISH SCHEDULE FOR ALL FINISHES ON FLOORS, WALLS & CEILINGS. 1'-2" 3'-0" 1 - SCHEDULE SCHEDULE SCHEDULE Al SCHEDULE$CHI EDUL DOOR & WINDOW NOTES: 2. INSTALL MOISTURE RESISTANT GYPSUM WALLBOARD SUBSTRATE ON ALL WET AREAS - --- I I I I AND CEMENTITIOUS BD. ON ALL WALLS TO RECEIVE CERAMIC TILE. USE CEMENTITIOUS 1. DOOR & WINDOW GLAZING SHALL HAVE BD. IN KITCHEN AREA & ADJOINING SPACES IN KITCHEN AREA THAT RECEIVE TILE AS THE THE SUBSTRATE. w L® > > w o = N L� 15c ouZIA-6 51A� A MAX. SHGC OF 0.4 �_ o N L o AND A MAX. U-VALUE 0Im o W W U W of 1.0. WALL TYPE NOTES: E 0 ¢ �_ g 2. SUBMIT SHOP w w o w w o n wv DRAWINGS AND w - — L_— — 7. ALL METAL STUDS SHALL BE i6" O.C. UNLESS OTHERWISE NOTED. w � (RODUCTAPPROVAL E. REFER TO FLOOR 2. ALL METAL STUDS T015'-0"AFF. SHALL BE 20 GA. TYPE "DWS" � 20"MIN CLEAR* AVL20" MIN CLEAR* PLAN FOR WIND LOAD 3. 6" 20 GA. TYPE "DWS" METAL STUDS TO 24'-0" AFF. DO NOT REQUIRE ADDITIONAL BRACING. 4. ALL 6" 20 GA. TYPE "DWS" METAL STUD WALLS ABOVE 24'-0" WHICH ARE NOT REQUIREMENTS). A B C D E F O O 3. CONFIRM EXACT ABUTTED BY A HARD CEILING ON ONE SIDE. SHALL BE BRACED AS PER STRUCTURAL SIZES IN FIELD. DRAWING DETAILS. IMPACT RATED METAL IMPACT RATED SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD FULLY LOUVERED IMPACT RESISTANT IMPACT RESISTANT DOOR WITH SIDELITES METAL DOOR DOOR & FRAME DOOR & FRAME BYPASS DOOR & FRAME WOOD DOOR & FRAME SINGLE -HUNG WINDOW SINGLE -HUNG WINDOW WITH - SEE FINISH SCHEDULE FOR ALL FINISHES ON WALLS *EGRESS WINDOW REQUIREMENTS. REFER DECORATIVE ALUMINUM SHUTTERS TO FLOOR PLAN FOR EMERGENCY WINDOW *EGRESS WINDOW REQUIREMENTS. REFER TO FLOOR - WALL BOARD AND SURFACE FINISH MATERIAL SHALL EXTEND A MINIMUM OF 6" ABOVE NEAREST LOCATIONS. PLAN FOR EMERGENCY WINDOW LOCATIONS. ADJACENT CEILING, UNLESS NOTED OTHERWISE. DOOR & WINDOW ELEVATIONS 07 SCALE: 1/4" = 1'-0" 5/8" GVVB 05/A-6 1" MINIMUM CLEARANCE FOR DEFLECTION BOTTOM CHORD GWB FINISH. SEE FINISH 3.518" METAL STUDS 18" O.C. OF TRUSS STUCCO FINISH SCHEDULES FOR FINISHES a a a /8" GYPSUM BOARD � � CEILING AS SCHEDULED SCHEDULE INISH -SEE FINISH FOR CONT. SEALANT � STRUCTURE a INISHES ABOVE EXTERIOR CMU WALL 1x2 FURRING AR 16" O.C. CMU WALL 1/4" SHIM 4 INSULATION (R=5 MIN) I x2 FURRING AT 16" O.C. SULATION (R= 5MIN.) METAL STUDS 5l8" GWB* ON — 3 5I8", 25 GA MTL. 5 A TOOLED DRIP EDGE CONT. CORNER BEAD TYP. WOOD TRIM S60 ( ) STUDS O.C. SOUND ATTENUATION BOTH SIDES CONTINUOUS SEALANT TOOLED DRIP EDGE ONT.SEALANT & BLANKETS WALL BASE EA. SIDE RAKED STUCCO, PROVIDE BACKER ROD CEILING - REFER TO SEE FINISH SCHEDULE CONE. SEALANT IMPACT RESISTANT FINISH SCHEDULE —7 ALUMINUM WINDOW SET IN STUCCO FINISH I PACT RESISTANT LUMINUM DOOR SET 1 X WOOD JAMB FINISHED FLOOR L CONTINUOUS SEALANT- INSTALL PER N.O.A. I4 CONTINUOUS SEE FINISH SCHEDULE. I REQUIREMENTS EALANT - INSTALL PER WOOD STOP CONT. — RAKED STUCCO, O.A. REQUIREMENTS 5/8" GWB ON EACH SIDE 1 = N SU ON NOTE: USE MOISTURE RESISTANT GWB. PROVIDE CONT. SEALANT DOOR (SEE SCHEDULE) ^�, SEE PLAN AND WALL TYPES IN WET AREAS AND CEMENTITIOUS BD. B = 6", 25 GA MTL. STUDS IN ALL KITCHEN/ KITCHEN RELATED SPACES & AREAS TO RECEIVE TILE SINGLE HUNG WINDOW 14 DOOR HEAD DETAIL 11 DOOR HEAD DETAIL 08 METAL STUD 04 W1 - WALL TYPE 01 HEAD DETAIL SCALE SCALE: DETAIL SCALE: SCALE: 3'CALOE: 1F-01 0" jr IMPACT RESISTANT ALUMINUM 5/8" GWB WINDOW SET IN CONTINUOUS 1" MINIMUM CLEARANCE FOR DEFLECTION SEALANT- INSTALL PER N.O.A. IMPACT RESISTANT ALUMINUM DOOR REQUIREMENTS SET IN CONTINUOUS SEALANT - INSTALL 12 FURRING AT 16" O.C. RAKED STUCCO, PROVIDE PER N.O.A. REQUIREMENTS It ISULATION (R=5 MIN.) 3-5/8" METAL STUDS @ CONT. SEALANT 16" O.C. \ 1 3/4" DEEP LEG 58"GYPSUM BOARD CHANNEL -SECURED TO STRUCTURE ABOVE F NISH - SEE FINISH CONT. SEALANT _ HEDULE FOR RECESS AS REQUIRED BY F NISHES 1/4" SHIM DOOR MANUFACTURER NT.SEALANT & DO NOT SECURE STUD 4 � CKERROD TYP. WOOD TRIM (SBO) TO CHANNEL ' '* , °,.. <. . WALL � HORIZONTAL . • i \/ EXTERIOR CMU ERIOR CMU WALL BRIDGING ; . °., . '. SUPPORT AS REQ'D ; \/ 1 X WOOD JAMB CHANNEL ° ..4 CONTINUOUS SEALANT KED STUCCO, OVIDE CONT. WOOD STOP CONT. s \\ \\ \ \NOSING \// // /\ 4 /\\' \ ^\ \�\ 1x2 FURRING AT i6" O.C. lx2 FURRINGAT 16" O. LANE COMPACT�tYFfl%t�� CONCRETE FOOTING (REFER TO STRUCTURAL) %" GWB FINISH, SEE FINISH DOOR (SEE SCHEDULE) TYPICAL AT WALL STUD WALLS WHICH EXTEND TO SCHEDULES FOR FINISHES UCCO FINISH UNDERSIDE OF ROOF DECK CONT. CORNER BEAD SINGLE HUNG WINDOW 15 DOORJAMB DETAIL 12 DOORJAMB DETAIL 09 NON RATED 05 STAIR SECTION 02 SCALE:' CALO" 3 SCALE: SCALE JAMB DETAIL T.O.W. TERMINATION DETAIL 3"CALO: 11 DOOR -SEE DOOR SCHEDULE DOOR (SEE SCHEDULE) IMPACI RATED ALUMINUM 1" NOSING STORE RONT DOOR ( BASE & FLOORING �� CONCRETE SLAB ON GRADE IMPACT RESISTANT \ � BEYOND AS PER ALUMINUM WINDOWSET FINISH SCHEDULE IN CONTINUOUS SEALANT- ., ..-.. .. io INSTALL PER N.O.A. 5/8" GWB ON 3-5/8" MTL REQUIREMENTS ( STUDS @16"O.C. \ RAKED STUCCO, PROVIDE r CONT. SEALANT " ALUM. SILL PAN FLASHING CONT. BED F SET IN C 0 o ALUM. BED RESH. SET IN FULL SEALANT BOTH SIDES ACCENT STRIP/// HAGER 9875 BY-PASS SET B \\� \�AVEMENT / / / / REFER TO CIVIL \ \ \ '� • • \ \ \ \//\\/\\/ b SEALANT. SLAB HEAVY DUTY ALUMINUM /\\/\\// COMPACTED FILL )7 BOX TRACK AND HARDWARE : x.\% PRE CAST WINDOW SILL MARBLE SILL a. a a a a a 9 y /\\/ ., \\//CO OTING p "° A a 1X2FURRINGATI6'O.C. ° °�. p °° ° " p: a ° a — < CONT.CORNERBEAD /j// �\// ��� '.'Oa \^�\/��/��/\\/�\/\\/ "MPI.IAN STUCCO FINISH a INSULATION (R-5 MIN) p o o ° SLAB AS ° a 4 Q ^ ST, �V GWB FINISH. SEE FINISH o ° PROVID REQUIR RECESS D BY DOOR CONCRETE SLAB cle UN%" a !� EXIST EXTERIOR WALL a T�E SCHEDULES FOR FINISHES MANUF CTURER DOOR -SEE DOOR SCHEDULE p OCC SINGLE HUNG WINDOW 16 DOOR SILL DETAIL 13 DOORSILL DETAIL 10 BYPASS DOOR 06 STAIR SECTION 03 DETAIL SCALE: SCALE: SCALE: & J AM B D ETAI L SCALE: SCALE: SILL 3":1'-0" 3" = 1'-0" 3" = 1'-0" HEADER 3" = 1'-0" 3/4"= 1'-0. C) c 'U) N w I— 00 0 M (� M d. N C) Q Z T U C) Corn W Q 0' 0' (O C3 00 i U co Q O O L U Q _0 > �Z/ m d- L w � 0 Z co co cn W 06 � Q 0 LL f=nn V Z Ld_ LL Z 0 E 0- Eo ([S z _0 ) C G AN D. Y s A5M2111 C>: t FRfD AFt,G PROJECT# 17-093.03 DATE 8-27-2019 REV # DATE 1 BLDG. DEPT. COMMENTS 1-23.2020 0 SHEET # A-6 '1LE COPY018 COPYRIGHT 9,-4" RILING E .I. 9'-4" `r FIN. FL. L m ADA COMPLIANT SINK i r O o BASE MUST BE 30" CLEAR / WIDTH MIN. WHEN DOORS IccoOKTOP ARE OPEN (REFER TO DETAIL07/A-3) � 2,f0„ h 13'-8" ' 2 30" x 48" C.F.S. @ EACH FIXTURE TYP (OVERLAPPING V-2" REF �- RE 3 T JSINK - REF SHALL BE LOCATED FLUSH WITH RIGHT WALL pq m 19 CASEWORK ELEVATION 04 CASEWORK ELEVATION 03 1 CASEWORK ELEVATION 02 ENLARGED KITCHEN PLAN 01 SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" CASEWORK LEGEND O BASE CABINETS W/ DRAWERS & ADJUSTABLE SHELF CD BY OWNER STONE COUNTER -TOP O MICROWAVE WITH EXHAUST BY OWNER OFULL HEIGHT STONE (�� K STOVE BY OWNER BACKSPLASH OUNDER -MOUNT SINK O BASE CABINET WITH DRAWERS OUPPER CABINETS W/ (2) ADJUSTABLE SHELVES O PLASTIC LAMINATE WORK COUNTER OWASHER BY OWNER O DROP -IN SINK ODRYER BY OWNER O SINK BASE CABINET CASEWORK NOTES: 1. CABINET DETAILS ARE CONCEPTUAL ONLY. CABINET MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR REVIEW & OWNER'S APPROVAL. 2. FINAL MILLWORK PROFILES TO BE SELECTED BY INTERIOR DESIGNER. 3. COORDINATE EXACT APPLIANCE DIMENSIONAL REQUIREMENTS WITH OWNER SELECTED APPLIANCES. 4. CONFIRM HARDWARE & DOOR PULL SELECTIONS WITH OWNER. CONT. 2"x4" W/ MILLED FACE STONE COUNTERTOP ON 3/4" PLYWOOD STONE MITERED EDGE r- BLANK DRAWER UNDER COUNTER SINK w ¢z SHAKER STYLE Z a \ CABINET ug N Lu \ z Y � „ - 4" KICK SPACE -� 3 I al 5/8" GWB ON 3-5/8" , 25 GA MTL. STUDS OR 2X4 WD STUDS @ 16" O.C. BOTH SIDES INTEIRATED TOE TICK __ a ir 5/8" PLYWOOD BACKING FINISHED FLOOR 1'-7" EWORK DETAIL 07 CASEWORK DETAIL SCALE: 06 SCALE: 1 1/2" = T-0" SHAKER STYLE CABINET 1/8" HARDBOARD BACK FULL HT. STONE BACKSPLASH CONT. 2"x4" W/ MILLED FACE STONE COUNTER TOP STONE MITERED EDGE DRAWER SHAKER STYLE CABINET ADJUSTABLE PLASTIC LAMINATE SHELF FINISHED FLOOR CASEWORK DETAIL 2'-0" ----------- J co oe � m 'vJJ V J W (U 05 SCALE: 1 1/2" = 1'-0" Lo V/ T 'N (V 00 ® M co CN CD Q Z v f Q✓ Q d' Q' t0 - �-, Q U' Q LO CU 0 0 i- U m Gc o 0 (0 _co U J Q Z _0 Q _ 00 i W N M 7 Z Cr) -Y m c/) w 06 \ _1 < O LL L W ^' LL Z E NrKN I..L_ m _0 Y) U) G _. e,.N :5 PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE 1 BLDG.DEPT.COMMENTS 1-23-2020 0 0 SHEET # �-MR O COPYRIGHT 2018 CEILING 4" WOOD BASE Y Y HK i INT. ELEVATION BATHROOM SCALE:1/4" = V-0" • 9'.A" OCE IT Y Nv.I-L. 10 INT. ELEVATION 109 BATHROOM Reinforcing at Metal Studs C9.4E v 4" WOOD BASE .01. 0Q 04 INT. ELEVATION 105A BATHROOM 9'-4' CEILING 4" WOOD BASE 0'-T FIY N. FL. 09 I 109 BATHROOM 14 REINFORCEMENT DETAILS(TYP.) 13 LEGEND INDICATES LOCATION OF REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BARS 9 - N so AX IDE SHOWER SCALEATS REINFORCEME WALL MOUNT SHOWER SEP z {V e M P SCALE:1/4" =1'4' NT. ELEVATION q w WOO 03 INT. ELEVATION 105A BATHROOM SCALE: 114"=V-0" 7t 08 1 INT. ELEVATION 109 BATHROOM to centerline—, 42" min. of toilet ANSI grab y bar length 42" Preferred IS" \I 24" min. 12 24"' 36" i �; max. ANSI grab bar lengths X co n j M M1l M A \ 2" to 4" additional reinfo,cing at sides and Reinforcing at Toilets bottom recommended typical to with Adjacent Walls centerline (ANSI Grab Bar Lengths of grab bar Shown for Reference Only) REINFORCEMENT DETAIL FYP. SCALEATS ADA SINK BE 3 WID' DOC OPE DET I 9'-4" c CEILING COMPLIANT BASE MUST )" CLEAR 'H MIN. WHEN 2-0' RS ARE 4(REFER TO dL 07/A-3) in N b iV 0'-0' N \ f9 N J U z FIN. FL. 105A BATHROOM .K 9'4' MIN. CLEAR INT. ELEVATION SCALE:1/4" = V-11" CEILING h 0'-0" v Y HN. rL. INT. ELEVATION 109 BATHROOM a REINFORCING FOR FUTURE GRAB BARS CLEAR AT SHOWER - SEE 2'-10" I. 5' .I -- CONTROL WALL "11 30" x 48" CLEAR iN FLOOR SPACE @ M — _ — — 30" x 60" CLEAR LAVATORY \ FLOOR SPACE @ in LAV 02 6 SHOWER TYP. i�_ U CG � _ _ _ M (OVERLAPPING 1 PA u n ACCEPTABLE) 60" TURNING RADIUS WC 56" x 60" CLEAR CCESS LE / ITFLOOR SPACE @ BAtHkZO -------- TOILET TYP. REINFORCING FOR FUTURE GRAB BARS AT TOILET - SEE DETAIL 13/A-8 NOTE: GRAB BAR HARDWARE NOT TO BE INSTALLED. 01 ENLARGED RR PLAN 105A BATHROOM FKiSQY 7-6" SCALE;114" =14" 06 ENLARGED RR PLAN 109 BATHROOM CASEWORK NOTES: 1. CABINET DETAILS ARE CONCEPTUAL ONLY. CABINET MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR REVIEW & OWNER'S APPROVAL. 2. FINAL MILLWORK PROFILES TO BE SELECTED BY INTERIOR DESIGNER. 3. COORDINATE EXACT APPLIANCE DIMENSIONAL REQUIREMENTS WITH OWNER SELECTED APPLIANCES. 4. CONFIRM HARDWARE & DOOR PULL SELECTIONS WITH OWNER. RESTROOM ACCESSORIES OMIRROR WITH 2112" PAINTED, WOOD FRAME WATER CLOSET WC (REFER TO PLUMBING) LAVATORY LAV (REFER TO PLUMBING) SR SHOWER COURTAIN AND ROD ALL ACCESORIES IN THIS ROOM ACC SHALL BE AS SELECTED BY OWNER SINK &CABINET SK AS SELECTED BY OWNER GL TEMPERED GLASS SHOWER ENCLOSURE NOTES: 1. PROVIDE BLOCKING IN WALL FOR MTG. OF ACCESSORIES 2. CONFIRM ACCESSORIES Wl OWNER PRIOR TO PURCHASING 3. SUBMIT SHOP DRAWINGS FOR TOILET STALL PARTITION FINISHES APPROVED BY OWNER. FIXED CENTERLINE OF SHOWER HEAD 18" SHOWERHEAD, SHOWER CONTROLAND HANDHELD SOAPTRAY SHOWER W/ SLIDE BAR TOP OF BAR SHOWER CONTROL z o GRAB BAR FINISHED SURFACE OF WALL 4 38" GRAB BAR 18" MAX 16" MIN TOP TOILET PAPER ROLL HOLDER WATERCLOSET �' FINISHED 42" SURFACE OF WALL GRAB BAR 8 TOILET PAPER ROLL HOLDER � TOP o _ z g ro N M M WATERCLOSET 06 TYP. MTNG. HEIGHTS CMU WALL TILE WI GROUT OVER 5/8" CEMENTITIOUS TILE W/ GROUT OVER 5/8" CEMENTITIOUS RUN SHOWER PAN LINER UP BACKER BOARD, TEMPERED FRAMELESS BACKER BOARD SEE PLAN 4" & BELOW THE THRESHOLD REFER TO WALL TYPES SHOWER GLASS DOOR z 1/4" SLOPE DRY -PACK MORTAR AND 5/8" CEMENTICIOUS BACKER " M MIN. SLOPE FLOOR DRAIN TILE 1l4" TO DRAIN FLOOR FINISH SEE PLAN BOARD, TYP. 1/4" 0 X 6" LONG TAPCONS @ 12O.C. MAX 20 MIL SHOWER PAN START 3" FROM EACH END ' (RUN 8" UP @ ALL WALLS) SLOPE DRY -PACK (1 3W MIN. EMBEDMENT) a MORTAR AND TILE 118" ° ° a.a a ROUTE WOOD 1/2' D. TO 20 MIL SHOWER PAN TO DRAIN CONCEAL HEAD ° n 'd ° ° TO DRAIN @%" PER FOOT MIN. ° ° ° n a. (2) 2X4 P.T. WOOD STUDS °a a ° . NEW FLOOR DRAIN FLOOR TILE ON THIN SET °. a °.' v z (SEE FINISH SCHEDULE) CUT TO LENGTH a ° (SEE PLUMBING) RRUN SHOWER PAN LINER ° p go 1/4" QONT OVVER CURB / a ° ° n. FLOOR TILE MUD BED MIN. SLOPE \ \\//\ ° a a 30 MIL SHOWER PANTO CONC. SLAB (REFER TO DRAIN @y" PER FOOT MIN. STRUCTURAL PLANS) 20 MIL SHOWER PAN 10 MIL VAPOR BARRIER CONC. SLAB (REFER TO FLOOR FINISH (SEE SCHEDULE) � // / //� / (RUN 8" UP @ALL WALLS) OVER TREATED &WELL STURCT.PLANS) /l< COMPACTED SUBGRADE 12 SHOWER DETAILS 11 SHOWER DETAILS REINFORCEMENTNOTES: 1. WALL AREAS TO BE REIN 7ORCED ARE INDICATED WITH A GRAY LINE ( ) ON THE DRAWINGS HEREIN. 2. REINFORCEMENT FORMETAL FRAME CONSTRUCTION, USE 12 GA. STEEL SHEETS SPOT WE DED OR SCREWED TO STUDS. FOR WOOD FRAME CONSTRUCTION ElNFORCEMENT MAYBE CONSTRUCTED OF FIRE RETARDANT TREAT D 2" x LUMBER FASTENED TO STUDS VVITH FRAMING ANGLES AND S REWS. FACE OF LUMBER TO BE FLUSH WITH BACKSIDE OF DR ALL. 3. TOILET: SEE DRAWING T IS SHEET FOR TYP. TOILET REINFORCEMENT POSIT] NS.TOP OFREINFORCEMENT AT+38" A.F.F. 7 1/2" DEEP MIN. (OR 12" AS INDICATED.) 4. SHOWERS: SAME HEIGHI S AS NOTED FOR TOILETS. r7 5. AT HAT CHANNEL FURRIP G APPLY STEEL REINFORCEMENT OR RIP LUMBER. r _ I 6. INDICATES REQUIRED CL R FLOOR SPACE L J ALIGN WITH FACE OF TUB zg 2'.0" I I iV i iV M I pf SIDE(S) OF TUB SCALE: 1112" =1'.0" BACK OF TUB SIDE BACK (W/ SIDE WALL) SCALE: 11/2" = 1'4' UJ ( V Q O REVIEWED U SOLucie NCE LU coLI B0CUNTY _1 _m �VJJ V ) LJ U � :) V' '� N W H 00 ® M (n W (`7 J E' OD C(O 00 S_ N o Q Z O� U (0 � rn CD Q ii� Q (D Q LO Z U O L m O CD NT U J z O Ill- Z 0L m 0 i w C'7 M � 1 `z^ U) 06 • L 'UJ \ /� _ O I.L J U IL l LD Z 'N— 0— LL C O CCi LL z O U) G • %" AN.D •y :5 �., PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE 1 BLDG. DEPT. COMMENTS 1.23.2020 0 SHEET # P'fro�OPy COPYRIGHT 2018 4" SLAB ON GRADE (SEE PLAN) (TE-2) 8"xB" THICKENED EDGE W/(1) #5 x CONT. PAPER JOINT — 53'-6" 1, 1 15'-8" 6'-0" 31'-10" I MF38.16 MF9n 1R 521 S14 NMMMM MW-1 MW-1 EL. (- ' 6") 9 o M f N B ro v T.O. S -------- — -- --- 5-a --- -- -- — 3" "------------ 3 MW-1 I 3"' ImmI M I I� 1 I I o 1 I I -6" 3'4" 2'-6" 3'-4" I I I I 1 I I S d 5-4 I I "IN 100 �I 1 I I I d � 3 I C.J. E7 G.J. o 1 �•. 1� I I I g N V w i E (-1'-0") I I TO. SLAB I I EL. 0'-0" I I T.O. SLAB I SLOPE I 1 1/8 / FT. I 4" CONC SLAB ON GRADE I I i w/ 6A W1.4 x W1.4 WWF 1 I _ 6 ON 10 MIL VAPOR BARRIER ON COMPACTED TREATED SUBSOIL (TYPICAL) EL. (-1 -1 1/2"f) J I b T.O. SL B SIM. i n I = 6 g" I S 4 5 1 #5 VERTICAL BAR 1 1 3 1 I 5-4 S-1 BELOW BEARING OF S-4 B-2 ABOVE J o rf— ----------------------- ------- — — — — — — — — — — — — — L — MC-1 F30 2 (-2'-1 1/2"t) S-4 SEE SITE PLAN FOR PAVING THIS AREA 12'-4" (MW-1) 8" CMU WALL BEYOND, (SEE PLAN) SEE ARCH'L DWGS. FOR RECESS REQUIREMENTS AT DOOR (1) #5 CONT. TOP 4" SLAB ON GRADE (SEE PLAN) MrlD.1n — 1 I TE-2 I —I v w 2'-4" 6'-O" 4'-0" 6'-0" 4'-0" 6'-0" _ I I N 6'_2„ 3'_0" N ~mm\N N SLOPE DOWN 1:20 T� L. SLAB — �I I 3 �' -- --�-- --- --2 ---- ---—-2 :.:�; ..: L—_.--------------------- — J--6 —�'—� MC-1 MC-1 F20.12 MC-1 6 F20.12 MC-1 SIDEWALK, SEE SITE PLAN 5-4 S-4 TYP. S-1 ,_O-, 8'-1016"± _011 8'-1016"± 0 30'-8" 10'-6.1 53'-6" SEE ARCH'L 8" CMU WALL (SEE PLAN) a J 1 1/2" RECESS z Cq \ (1) #5 CONT. TOP M .- N FOUNDATION PLAN SCALE:1/4"=1'-0" 4" CONC. SLAB ON GRADE (SEE PLAN) RECESS SLAB AT SHOWER, Ste. SLOPE TO DRAIN. 4" SLAB ON GRADE •"���X 3" (VERIFY W/ ARCH'L F (SEE PLAN) 9" x� .x x 4"—, , ,'x x Y T.O. 'SLAB 4 100 \/\\// Ta+d / 4" MIN. CVR 8" 2'-O" TYP MF20.18 MONOLITHIC MF20.18 FOOTING 2'-0" i7 FOOTING (SEE PLAN & SCHEDULE) SECTION S-1 Scale:3/4"=1'-0" I COMPACTED FILL (TE-2) 8"x8" THICKENED - EDGE/TURNDOWN W/(1) #5 \ \ x CONT. (MIN.) \C \ 8" CMU W/ #5 ® 48" O.C., HOOK REINFORCING INTO FOOTING & SLAB EDGE, GROUT FILL ALL CELLS. MONOLITHIC WALL FOOTING AT RECESS I-1 J Scale: 3/4"=1 '-0" F20.12 CONC. FOOTING - (SEE PLAN & SCHEDULE) a i 2'-0" 3 SECTION \pV Scale: 3/4"=1 '-0" I #4 DOWELS 0 12" O.C., DRILL & EPDXY 4" INTO Lu GROUT FILLED CMU (2) #5 TOP & BOTTOM & #3 TIES 0 12" O.C. 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Lu W STRUCTURAL EN©INEER U 11718 SE FEDERAL HWY #373 Uc #11036 (772) 546-5823 U ROBE SOUND, FL 33455 FAX: (772) 545-3734 U C LO N FW- 00 C0 (n LLJ M (0 LL 00 N 0o Q v) Z O (0 U rj) 0) Q LC L0 a Z U C i 0m Q o 0 C° N U a O r Z W COO-) L W O() Z M C6 fn W 06 70 L O LL L L r�7- V T< LL Q) Z LL C •T Z �N O D_ I.L Q m LL _O W'^ W 2 PROJECT# 17-093.03 DATE 8-27-2019 REV # DATE 1/23/2020 0 SHEET# pzS-1 LE COPYRIGHT®" 018 I IT N N I 2 S-5 3 $-5 2x4 OUTLOOKERS 0 24" O.C. 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W // VJ .ecieN (!!�ncgineeNinq, . 9nc. u,J STRUCTURAL ENGINEER U y� ti 11718 SE FEDERAL HWY #373 Ldo #28036 (772) 546-5823 U HOBE SOUND, FL 33455 FAX: (772) 545-3734 U Lo 'cn N LLJ oo � cYi () uj cM 19T 2 CO co LL 00 o Q Z U m U)O-rn W9(o 00 U Q o 0 CID W1 1` cu U 0 Q CD Z N M�� W W a70 M cu u) W °5 '= = Q O LL LL v = L 1_ N LL LD z O � N} r— Q m L- 0 _ co U) L PROJECT# 17-093.03 DATE 8-27-2019 REV # DATE Q1/23/2020 A A SHEET # COPYRIGHT 04 CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. WIEDER ENGINEERING, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS. CODES AND STANDARDS 1. WIND LOADS ARE PER ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A 160 MPH ULT WIND SPEED (124 MPH NOMINAL WIND SPEED), EXPOSURE C, ENCLOSED BUILDING (+/-0.18 INTERNAL PRESSURE COEFFICIENT) AND RISK CATEGORY 11 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. FLORIDA BUILDING CODE 6TH EDITION (2017) B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) C. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301) D. MANUAL OF STD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315) E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/CURRENT EDITION F. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530, 530.1/ASCE 5, 6/TMS 402, 602) 3. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 4. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGLETS, ETC, 5. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 6. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 7. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. 8. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: A. EXTERIOR WINDOWS, SLIDING GLASS DOORS AND PATIO OR FRENCH GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR MIAMI-DADE NOTICE OF ACCEPTANCE TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE FOLLOWING SPECIFICATIONS: ANSI/AAMA/NWWDA 101/I.S.2 OR TAS 202 B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. AFTER EACH SPECIFIED LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER DAMAGE, WHICH CAUSES THE DOOR TO BE INOPERABLE. C. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEM USED FOR SUBSTRATES NOT SPECIFIED BY THE FENSTRATION MANUFACTUER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. SPECIALTY ENGINEERED PRODUCTS 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. FOUNDATION 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE REPORT ON GEOTCHNICAL ENDGINEERING EVALUATION PREPARED BY ANDERSEN ANDRE CONSULTING ENGINEERS, INC, DATED JANUARY 24, 2018 (AACE FILE NO. 18-104) 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3. BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF 4. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5. TOP OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM 12 INCHES BELOW EXTERIOR FINISH GRADE AND BOTTOM OF ALL MONO -FOOTINGS SHALL BE A MINIMUM OF 12 INCHES BELOW EXTERIOR FINISH GRADE. 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. CONCRETE 1. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS FOR FOUNDATIONS AND SLAB ON GRADE B. A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI @ 28 DAYS FOR ALL OTHER CONCRETE (I.E. COLUMNS AND BEAMS) C. SLUMPS SHALL BE 5 INCHES +/-1 INCH D. CONCRETE SHALL HAVE A MINIMUM OF 2% ENTRAPPED AIR E. ALL CONCRETE TO HAVE MAXIMUM WATERICEMENT RATIO OF 0.55 F. JOBSITE WATER SHALL NOT BE ADDED 2. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS 3. LAP ALL BARS PER ACI MINIMUM REQUIREMENTS FOR TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS. LAP ALL WWF A MINIMUM OF 12 INCHES 4. ALL HOOKS SHOWN IN STEEL REINFORCING BARS SHALL BE PER ACI RECOMMENDATIONS (NOT LESS THAN 12 BAR DIAMETERS PAST BEND) LINO 5. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT X-o" O.C. 6. ALL REINFORCING STEEL COMPLY WITH ASTM A615 GRADE 60 7. AT CORNERS OF CONCRETE BEAMS, TIE BEAMS, BOND BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE (1) #5 X 5'-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE CONCRETE CONT'D: 8. CONCRETE LINTELS: A. ALL LINTELS SHALL BE PRE-ENGINEERED PEECAST TYPE BY CASTCRETE (OR EQUAL) UNO OR AS NOTED BELOW. NO PRE-ENGINEERED PRECAST LINTEL SHALL BE LESS THAN BF8 w/ (1) #5 BOTTOM B. LINTEL SHALL BE CAST IN PLACE BEAM WHEN IMMEDIATELY ADJACENT TO CAST IN PLACE CONCRETE COLUMN. MINIMUM LINTEL SHALL BE 8xl0 WITH (2) #5 TOP AND BOTTOM w/ #3 STIRRUPS AT 4" ON CENTER UNO. C. DROP BOTTOM OF BEAM AT WINDOWS, DOORS AND MASONRY OPENINGS AS REQUIRED TO PROVIDE A CONCRETE CLOSURE BETWEEN THE BOTTOM OF THE BEAM AND WINDOW AND/OR DOOR HEADER SHALL BE ALLOWED. D. MAXIMUM DROP SHALL BE 16" (TWO BLOCK COURSES) AND SPAN EQUAL TO MASONRY OPENING WIDTH PLUS 8" EACH SIDE. PROVIDE ADDITIONAL (2) #5 AT BOTTOM OF DROP INCLUDING #3 TIES @ 24" O.C. EXTENDING TO TOP OF BEAM REINFORCING. IF THE LINTEL DROP EXCEEDS THE ABOVE LIMIT, A SEPARATED LINTEL SHALL BE PROVIDED E. LINTELS TO HAVE 8" MINIMUM BEARING AT EACH END. MASONRY 1. MASONRY UNITS SHALL BE, LOAD BEARING ASTM C90, NORMAL WEIGHT AND SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND 2. THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS CALCULATED IN ACCORDANCE WITH ASTM C1314. 3. ALL MORTAR SHALL BE TYPE M OR S ONLY, IN ACCORDANCE WITH ASTM C270 4. GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTM C476 AND HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI 5. PROVIDE 8" X 8" MASONRY BEAM WITH (1) #5 CONT.IAT EVERY WINDOWSILL. EXTEND BEAM 8" BEYOND EDGE OF OPENING AND HOOK INTO REINFORCED JAMBS 6. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA.) AT 16" ON CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. WOOD 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE CONTENT MUST BE 19% OR LESS. STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION. 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES #2 GRADE OR APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). 3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING. ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER ASTM B695 NO LESS THAN 55. ALUMINUM NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. 4. PLYWOOD ROOF SHEATHING: A. USE 19/32" APA 40120 RATED, EXP. 1, PLYWOOD, SHEATHING B. USE 8% 0" LONG X 4%0" WIDE SHEETS WITH (LENGTH ACROSS FRAMING. STAGGER PANEL END JOINTS 4%0" TYP., ALLOW 1/8" SPACE ALONG PANEL EDGES AND END JOINTS 5. WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS SHALL BE COMMON WIRE U.N.O. ALL NAILS TRUSS HANGERS TRUSS ANCHORS AND STRAP S PS SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE. USE SIMPSON STRONG -TIE CONNECTOR PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED. WOOD TRUSSES 1. WOOD ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO PROVIDE ALL TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT REACTION. 2. WOOD TRUSSES SHALL BE BRACE AND ERECTED IN ACCORDAN CE NCE WITH THE "TRUSS PLATE INSTITUTE" HANDLING, INSTALLING AND BRACING OF WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIS (1991EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS: A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-0" ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. IF NO CEILING IS ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM 2X4 @ 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20-FOOT INTERVALS. 4. DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FROM TRUSS ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC. SIZES AND LOCATIONS WITH TRUSS LAYOUT PRIOR TO ERECTION. 5. TRUSSES SHALL BE MANUFACTURED & DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION(r) FOR WOOD CONSTRUCTION, AF & PA, AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1-CURRENT EDITION, AND THE LOCAL CODE JURISDICTIONS. 6. DO NOT OVERLOAD ROOF TRUSSES WITH BUILDING MATERIALS 7. CONNECTOR PLATES SHALL BE MANUFACTURED BY A WTCA MEMBER PLATE SUPPLIER AND SHALL MEET OR EXCEED ASTM A653/A653M REQUIREMENTS FOR STRUCTURAL STEEL. 8. WOOD TRUSS MANUFACUTER TO DESIGN BOTTOM CHORDS OF WOOD TRUSSES AT ALL ATTIC AREAS FOR A MINIMUM OF 30 PSF LIVE LOAD SHOP DRAWINGS 1. SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE FOLLOWING: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL TO WELDED WIRE FABRIC C. PRE-ENGINEERED PRECAST CONCRETE LINTELS AND OTHER PRECAST CONCRETE ITEMS D. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACESSORIES. E. PRE-ENGINEERED WOOD TRUSSES 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA I n WIND LOAD SCHEDULE (Nominal) COMPONENTS & CLADDING ROOF WIND LOADS WALL WIND LOADS (SEE NOTE 1) ROOF AREA WALL AREA 1 2 3 4 5 PRESSURE (PSF) +13.6 +13.5 +13.6 +30.0 +30.0 SUCTION (PSF) -33.5 -56.2 -84.6 -33.2 -46.9 1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH 6th EDITION FBC 2017 BY EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS. 2. CORNER DISTANCE, A = 3.0 FEET, 10 S.F. PLAN CONT. LATERAL BRACING AS READ SHEATHING DIAG BRACING 45' COMPRESSION WEB SLOPING OR VERT - - DIAG BRACING CONT LATERAL BRACE NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL CEILING MOVEMENT - AT 20' O.C. CONT LATERAL BRACING LOCATED ON OR NEAR PANEL POINT SEE NOTE 2 BELOW. DIAGONALS FORM BOTTOM CHORD BRACED BAY 0 20 FT OF TRUSSES INTERVALS; REPEAT 0 (TYP) BOTH ENDS 1. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB-91, BRACING IN THE PLAN OF THE WEB MEMBERS : a. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. c. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 2. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-0" 0. C. WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. OR IF NO CEILING IS ATTACHED TO BOTTOM OF TRUSSES BRACING SHALL BE MIN. 2 x 4 0 36" O.C. NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45' TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. 3. TOP CHORD BRACING : a. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPRAGHM ACTION, BRACING IS NOT REQUIRED. b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 80 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. WOOD TRUSS BRACING DETAIL ELEVATION DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SO. FT.) a w a COMPONENT U- 0 0 0 STRUCTURE 8 ROOFING 15 CEILING 5 MEP 5 MISC. 2 TOTAL DEAD LOAD 35 TOTAL LIVE LOAD 20 TOTAL LOAD 55 1 1 EL L pw ARM i II _I WINDOW & DOOR OPENINGS 7'-0" WIDE AND LARGER) 2" x P.T. BUCK W/ 1/4"0 x 1 1/4" CONC. EMBEDMENT TAPCON AT 8"o.c., START 3" FROM CORNERS. BEAM SCHEDULE MARK SIZE WxH (inches) REINFORCING STIRRUPS REMARKS BOTT TOP INT TIES SPACING BB-1 8 x 16 1 #5 1 #5 - - - CMU B-1 8 x 24 2 #5 2 #5 2 #5 #3 0 12" O.C. C.I.P. B-2 8 x 20 2 #5 2 #5 2 #5 #3 0 10" O.C. C.I.P. TB-1 8 x 12 2 #5 2 #5 - #3 0 24" O.C. C.I.P. L-1 8F8 1 #5 - _ - - PRECAST LINTEL BY CASTCRETE FOOTING SCHEDULE MARK SIZE (WxLxD) REINFORCING REMARKS MF20.18 2'-0" x CONT. x 18" (3) #5 CONT. BOTT. & #5 0 24" O.C. TRANV. BOTT. + (1) #5 TOP MONOLITHIC W/ SLAB MF38.16 3'-10" x CONT, x 16" (5) #5 CONT. BOTT. & #5 0 24" O.C. TRANSV. BOTT. MONOLITHIC W/ SLAB F20.12 2'-0" x CONT. x 12" (3) #5 CONT. BOTT. & #5 0 48' O.C. TRANV. BOTT STRIP FTG F30 3'-0" x 3'-0" x 12" (4) #5 EACH WAY BOTT. PAD T.E. 12" x CONT. x 12" (2) #5 BOTT. THICKENED SLAB EDGE TE-2 8" x CONT. x 8" (1) #5 BOTT. THICKENED SLAB EDGE WINDOW & DOOR OPENINGS LESS THAN 7'-0" WIDE) 2" x P.T. BUCK W/ 1/4"0 x 1 1/4" CONC. EMBEDMENT TAPCON AT 12"o.c., START 3" FROM CORNERS. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. G.C. TO COORDINATE OPENING DIMENSIONS. TYPICAL WOOD BUCK TO CONCRETE OR GROUT FILLED MASONRY CONNECTION DETAIL EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH 6th EDITION 2017 FLORIDA BUILDING CODE BY EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS. COLUMN SCHEDULE "MC-1" 12%12" MASONRY "0" BLOCK W/(4) #4 VERTICAL & #3 TIES 0 12" O.C. MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING MW-1 8" CMU #5 0 48" O.C. MW-2 8" CMU #6 0 24" O.C. MW-3 8" CMU #6 0 48" O.C. MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING 0 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR WALL OPENING AND AT CORNERS & WALL INTERSECTIONS, PLACE (1) SCHEDULED VERTICAL REINFORCING IN CELL GROUTED SOLID, FULL HEIGHT, U.N.O. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 2500 PSI GROUT MIX. CONCRETE COVER SCHEDULE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: CONCRETE EXPOSED TO EARTH OR WEATHER: #6 OR LARGER #5 OR SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS (#11 AND SMALLER) BEAMS, COLUMNS (PRIMARY REINF., TIES, STIRRUPS, fXTERIOR Wp � 1 CONCRETE FOR COASTAL CONSTRUCTION EBODID� WALL & SLABS lL�IIJJ E OTHER MEMBERS 3" w r 2" V 1 1/2" 3/4" 1 1 /2" I soon- Lri MJM V'W r J t STRUCTURAL ENGINEER U 11718 SE FEDERAL HWY #373 Uc#28036 (772) 546-5823 U HOBE SOUND, FL 33455 FAX: (772) 545-3734 U Lo r 'N N 00 0 Co fn L11 Co Ct 00 CO LL co qt N cc:))U Q Z CD CO w rn Qi Q ice+ Q Ur Q Lo U 00 L Q U (D CD O CD LL _Cu U J Q Z O Z n/ LL m CY) L LLJ _ Z M _a) U) Y i� U) W W CL \ < O ILL LL/ f_ ��''►► V T� n/ a) L.L -0 L Z 0 `_ - �/ IJQ� 11 ,� 1 - _m o VJ ` ^ ' C0 2 PROJECT # 17-093.03 DATE 8-27-2019 REV # DATE 0 ZL SHEET # S-3 PLP COP!RIM9 T 2018 8" CMU WALL - (SEE PLAN) m m 1 1/2" RECESS, (SEE ARCH'L DWGS. a FOR DOOR RECESS REQUIREMENTS) ' 4" SLAB ON GRADE z z (SEE PLAN) (1) #5 CONT. TOP — " M M m MF20.18 MONOLITHIC FOOTING i'NTYP. EXTERIOR MONOLITHIC WALL FOOTING (MW-1) 8" CMU WALL (SEE PLAN) a 1 1/2" MASONRY RECESS, TYP. J SEE ARCH'L DWGS. FOR RECESS Z AT DOOR g 0 (1) #5 CONT. TOP n 4" SLAB ON GRADE (SEE PLAN) 4" SLAB ON GRADE L. 0'-0" (SEE PLAN) m SLOPE x ° x T.O. SLAB Co (TE-2) 8"xB" THICKENED EDGE W/(1) #5 x CONT. PAPER JOINT 1 5 SECTION S-4 Scale:3/4"=1'-O" MF20.18 MONOLITHIC FOOTING GROUT -FILLED CELLS - 3000 PSI (TYPICAL) 4 1/2" x 4 1/2" CUT MASONRY INSPECTION & CLEAN -OUT HOLE DOWELS TO MATCH VERT. TYPICAL MASONRY FILLED CELL DETAIL PROVIDE PREFAB. "L' JOINT REINFORCING AT ALL CORNERS PLAN VIEW ILY-IL MASONRY CONCRETE COLUMN EXTEND JOINT REINF. 6" INTO CONCRETE COLUMN PLAN VIEW FLAN VIEW (MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER COLUMN) TYPICAL MASONRY DE AILS N.T.S. PROVIDE PREFAB, "T JOINT REINFORCING AT ALL T-INTERSECTIONS PLAN VIEW SEE PLAN T.O. SLAB DOWELS TO MATCH — VERTICAL BARS -1'-1 1/2"f) L.P.,L EL. (-2'-1 1 (MW-1) 8" CMU WALL (SEE PLAN) 1 1/2" MASONRY RECESS, TYP. (MC-1) 12"02" MASONRY COLUMN (SEE PLAN) 1/4" PMJ 0 COLUMN "- SLAB ON GRADE (SEE PLAN) /7 \ COMPACTED FILL \� (T.E.) 12"02" THICKENED SLAB EDGE BEYOND �\ (SEE PLAN) F30 CONC. FOOTING \// (SEE PLAN &SCHEDULE) SECTION z 20 (1) #5 CONT. TOP M jjj''' 4" SLAB ON GRADE / (SEE PLAN) 4" SLAB ON GRADE (SEE PLAN) SLOPE •H P (TE-2) 8"x8" THICKENED EDGE W/(1) #5 x CONT. PAPER JOINT -2_0" s1SECTION CAST IN PLAC REINFORCED CONCRETE TIE BEAM PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND VERT. REBAR w/SAME FELT PROHIBI D) DOWELS IN FOUNDATION. PROVIDE 48 BAR DIA. LAP, SEE PLAN HORIZ. JOINT REINF ® 16" O.C. STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 6". USE PREFAB. L'S AND T'S AT WALL INTERSECTIONS 3000 PSI GROUT FILLED CELL PLACE AND CONSOLIDATE GROUT IN 5 FT. LIFTS MORTAR CROSS L4r WEBS ADJACENT TO FILLED CELLS ASTM C.90 C.M.U.'S FOUNDATION TYP I C MF20.18 MONOLITHIC FOOTING SET FIRST COURSE IN FULL MORTAR BEDDING 4 1/2" x 4 1/2" CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS. TI ON N.T.S. RAILING, (SEE ARCH'L DWGS.) EL. VARIES OD T.O. GRADE Y �\7 T.O.T.OFOOTING � 3 SECTION S-4 Scale:3/4"=1'-0" (TE-2) 8"x8" THICKENED EDGE/TURNDOWN W/(1) #5 x CONT. (MIN.) 4" CONC. SLAB ON GRADE (SEE PLAN) 7� 'v -COMPACTED FILL 8" CMU W/ #5 ® 48" O.C., HOOK REINFORCING INTO FOOTING & SLAB EDGE, GROUT FILL ALL CELLS. F20.12 CONC. FOOTING (SEE PLAN & SCHEDULE) 8" CMU WALL BEYOND #3 BENT BARS 0 12" O.C. (SEE PLAN) AT STEPS STARTING 3" SEE ARCH'L FWGS FOR DOOR FROM EACH END RECESS REQUIREMENTS (2) #5 TOP SEE ARCH'L (1) #5 CONT. TOP 4" SLAB ON GRADE DWGS. (SEE PLAN) EL. 0'-0" T.O. SLAB EL. 0'-0" 4" SLAB ON GRADE ". x x x ° ax • T.O. SLAB (SEE PLAN) O • SLR OPE o ax° - / x' °x' . a /i /\ /\\�\\\� 1 . \ ` \/1 / T /\\/�\\/� 3„ CVR (2) #5 BOTT. 16� \\ \\\�/ 2'-0" TYP (TE-2) 8%8" THICKENED 0 STEPS MF20.18 MONOLITHIC EDGE W/(1) #5 x CONT. PAPER JOINT FOOTING BEYOND �+ /+ 7 SECTION S-4 Scale: 3/4"=1'-0" (MC-1) 12"x12" MASONRY COLUMN (SEE PLAN) DOWELS TO MATCH VERTICAL BARS T.O. GRADE 1/4" PMJ 0 COLUMN 4" CONC. SLAB ON GRADE (SEE PLAN) EL. VARIES �:x ••�^—•'�6 fin. 'V' COMPACTED FILL /07 "f \� (TE-2) 8"x8" THICKENED EDGE/TURNDOWN W/(1) #5 x CONT. (MIN.) ON STEM WALL BEYOND (SEE SECT. 3/S-4). T.O. FOOTING Y �/ : a �� RUN REINFORCING THRU MC-1 COLUMN. / F20.12 CONC. FOOTING // // (SEE PLAN & SCHEDULE) CE FOOTING = STEM WALL •H N a mM 14 z 2'-0" a SECTION S-4 Scale:3/4"=1%0" 3'-10" (MW-1) 8" CMU - WALL, (SEE PLAN) 30" MIN. LAP 1 1/2" MASONRY SEE ARCH'L FWGS FOR DOOR RECESS, TYP. RECESS REQUIREMENTS CUT BLOCK TO VARIES MAINTAIN COURSING (6" MIN.) EL. 0'-0" T.O. MAIN EL. -0'-6" BLDG. SLAB T.O. SLAB EL. VARIES — z " TY 0, SLAB ° 4" SLAB ON GRADE (SEE PLAN) 3'-10" 8" (TE-2) 8"x8" THICKENED EDGE W/(1) #5 x CONT. M1738.16 MONOLITHIC -/ FOOTING B SECTION PAPER JOINT (5) #5 CONT. BOTT. & S-4 Scale: 3/4"=1'-0" #5 0 24" O,C. TRANSV. BOTT. I (MW-1) 8" CMU WALL BEYOND (MW-1) 8" CMU WALL (SEE PLAN) (SEE PLAN) N5 0 24-6TRANSV. BOTT. 30" MIN. LAP 1 1/2" MASONRY RECESS (5) #5 CONT. BOTT. IN MF38.16, EXTEND (1) #5 CONT. 4" SLAB ON GRADE INTO MF20.18 (SEE PLAN) CUT FIRST BLOCK TO III EL. MAINTAIN COURSING " a % x x — < x. T.O. SLAB EL. -0'-6" ° N T.O. SLAB T e \\\ MF20.18 MONOLITHIC /`\�\�\\�\\�\\ • /\ /�\\�\�\ . \ FOOTING 2 -0" (3) #5 CONT. BOTT, MF38.16 MONOLITHIC MF20.18 FOOTING DROP J MATCHBOTTOM BOTTOMOOFMMF38.816T& 9 SECTION CAST MONOLITHICALLY M:4 VScale: 3/4"=1'-0" SEE PLAN FOR SLAB DESIGNATION ADJACENT SLAB OR FILL Z Iii—III—IT1-00 1 M 8" 1 #5 CONT THICKENED EDGE (TE-2) N.T.S. SEE PLAN FOR SLAB DESIGNATION ADJACENT SLAB OR FILL � 1 M L12" 2) #0 CONT THICKENED EDGE (T.F� N.T.S. 2" DEEP SAWCUT (OR 1/3 x SLAB THICKNESS) WITHIN 24 HOURS OF POUR (DO NOT INTERRUPT MESH) TI�111-1 ° L IIL-11'� If-ll(-1 ^ I _IIL-11 T METAL KEY —FORM BY KEYHOLD INC. OR EQUAL (STOP MESH) CONSTRUCTION JOINT CONTROL JOINT TYPICAL SLAB -ON -GRADE NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS N.T.S. SHALL CREATE PANELS OF 400 SQ. FEET (MAXIMUM) SEE PLAN FOR SLAB THICKNESS (TYPICAL) SEE PLAN FOR RECESS SEE PLAN SEE_ PLAN III III �'' "—" iec er (!Cngineering, 94C. TYPICAL SLAB RECESS N.T.S. C� STRUCTURAL ENGINEER l 11718 SE FEDERAL HWY #373 LIc #28036 (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 O Lo 00 0 � + (o c) Lu Co LL CO N Q v, :3 06 O z � V 0 U) F- � Q � CO Ur QLo .C_ z 0 U 00 s- 0 m Q O O O U a 0 Z N m i LLI (y) vJ >� = ®LL 61_ �_ TQ 1 0 L LL C A) W m U- 0 U) PROJECT # 17-093.03 DATE 8-27-2019 rREV # DATE W V Q 0 U 0 WM� Q SHEET # W "k U 4pY 'Q COPYRIGHT 2018