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HomeMy WebLinkAbout1600 W 5 St 17-373 PlansFIXTURE CONNECTION SCHEDULE SYMBOL DESCRIPTION BRANCH SIZE SANITARY DRAIN --------- MARK FIXTURE MANUFACTURER/MODEL REMARKS DRAINAGE WATER WASTE VENT COLD HOT PIPE DOWN —�- PIPE UP p-1 WC -1 WATER CLOSET 3" 2" 1/2" -- PROFLO PF9401WH/PF9412WH WHITE, VITREOUS CHINA, ELONGATED BOWL, 1.28 GPF CV CHECK VALVE CWS COLD WATER SUPPLY DFU DRAINAGE FIXTURE UNITS FD LOW -FLOW, FLOOR MOUNTED TANK TYPE. WITH WHITE FU FIXTURE UNITS GPM GALLONS PER MINUTE HB HOSE BIBB HWH SOLID PLASTIC SEAT AND LID. PROVIDE 3/8" SUPPLY HWS. HOT WATER SUPPLY HWR HOT WATER RETURN PRV PRESSURE REDUCING VALVE SAN AND STOP. T&P WATER CLOSET 3" 2" 1/2" -- PROFLO PF9403WH/PF9412WH WHITE, ADA, VITREOUS CHINA, ELONGATED BOWL, 1.28 GPF LOW -FLOW, FLOOR MOUNTED TANK TYPE. WITH WHITE SOLID PLASTIC SEAT AND LID. PROVIDE 3/8" SUPPLY AND STOP. INSTALLED AT ADA REQUIRED HEIGHT. CONTRACTOR SHALL FIELD VERIFY QUANTITY OF LEFT HAND AND RIGHT FLUSH LEVER ON OPEN SIDE. WATER CLOSET 3" 2" 1/2" -- PROFLO PF9403WH/PF9412WH SAME AS WC -2 BUT WITH OPEN FRONT SEAT L-1 LAVATORY 2" 1-1/2" 1/2" 1/2" PROFLO PF20174WH 20x17, SELF -RIMMING, VITREOUS CHINA, WITH FAUCET PROFLO PFWS3006CP LEDGE AND INTERNAL OVERFLOW. PROVIDE SINGLE SCALDSHIELD FAUCET DEVICE #14108 LEVER FAUCET, WATER -SENSE, 4" CENTER, POP-UP DRAIN ASSEMBLY, AND 2 FLOW RESTRICTER, AND ASSE 1070 ANTI -SCALD DEVICE SET AT 110'F L-2 LAVATORY 2" 1-1/2" 1/2" 1/2" PROFLO PF5514WH 20x18, VITREOUS CHINA, WITH FAUCET LEDGE AND PROFLO PFWS3006CP INTERNAL OVERFLOW. PROVIDE SINGLE LEVER FAUCET, SCALDSHIELD FAUCET DEVICE #14108 WATER -SENSE, 4" CENTER, POP-UP DRAIN ASSEMBLY, AND 2 FLOW RESTRICTER, AND ASSE 1070 ANTI -SCALD DEVICE SET AT 1107. L-3 LAVATORY 2" 1-1/2" 1/2" 1/2" PROFLO PF5514WH SAME AS L-2, BUT WITH POP-UP DRAIN ASSEMBLY PROFLO PFWS3006CP SCALDSHIELD FAUCET DEVICE #14108 S-1 SINK 2" 2" 1/2" 1/2" PROFLO PFF33226 SINK 33x22, DOUBLE BOWL, STAINLESS STEEL SINK PROFLO PFX3111 FAUCET UNDERSIDE FULLY SOUND DEADENED. PROVIDE DUO SCALDSHIELD FAUCET DEVICE #14108 STRAINER, TAIL-PEICE, P -TRAP, SUPPLY AND STOP. CHROME FINISH, SINGLE HANDLE, KITCHEN SPOUT WITH 1.5 GPM RESTRICTER, AND ASSE 1070 ANTI -SCALD DEVICE SET AT 1107. S-2 SINK 2" 2" 1/2" 1/2" PROFLO PFSR1515 15x15, SINGLE BOWL, STAINLESS STEEL BAR SINK PROFLO PFVCFB204 UNDERSIDE FULLY SOUND DEADENED. PROVIDE DUO STRAINER, TAIL-PEICE, P -TRAP, SUPPLY AND STOP. CHROME FINISH, BAR GOOSENECK FAUCET AND ASSE 1070 ANTI -SCALD DEVICE SET AT 11O'F. BT -1 BATH TUB 2" 2" 1/2" 1/2" STERLING ADVANTAGE 61030110 CONTRACTOR SHALL FIELD VERIFY QUANTIFY OF LEFT PRFLO PF5611SCP TRIM HAND AND RIGHT HAND TUBS. TUBS SHALL BE PROFLO PF3001 PRESSURE VALVE CONSTRUCTED COMPRESSION MOLDED MATERIAL. TUBS SCALDSHIELD FAUCET DEVICE #14108 SHALL HAVE INTEGRAL OVERFLOW, LIFT AND TURN STOPPER. WALL PANELS SURROUNDS. PROVIDE CHROME FINISHED PRESSURE -BALANCING MIXING VALVE WITH INTEGRAL SERVICE STOPS, SINGLE LEVER HANDLE, SHOWER HEAD AND TUB SPOUT. 1.75 GPM HEAD AND ASSE 1070 ANTI -SCALD DEVICE SET AT 1107. SH -1 SHOWER 2" 2" 1/2" 1/2" FREEDOM SHOWS APF6232BF5PLR 62x32, BARRIER FREE DESIGN, GRID DRAIN, SLIP PROFLO PF14110WH'TRIM RESISTANCE TEXTURED BOTTOM, TWO 1-1/2" GRAB PROFLO PF3001 MIXING VALVE BARS. PROVIDE CHROME FINISHED SCALDSHIELD FAUCET DEVICE #14108 PRESSURE -BALANCING MIXING VALVE WITH INTEGRAL SERVICE STOPS, SINGLE LEVER HANDLE, WALL/HAND SHOWER HEAD WITH 5' FLEXIBLE WHITE PLASTIC HOSE, WALL CONNECTION AND FLANGE, IN-LINE VACUUM BREAKER, 30" SLIDE BAR. 1.75 GPM HEAD AND ASSE 1070 ANTI -SCALD DEVICE SET AT 110'F. WC _ EMPLOYEE WATER COOLER 2 2 1/2" 1/2" ELKAY LZSTL8C BARRIER FREE, LEAD FREE, ADA COMPLIANT. 8 GPH, 3.7 FLA, 325 W, 92 LBS LB -1 LAUNDRY 2" 2" 1/2" 1/2" OATEY 38471 1/4 TURN BRASS BALL VALVE, 2" DRAIN OPENING, CONNECTION BOX PCVC RECESSED FIRE -RATED VALVE BOX. LT -1 LINT TRAP 4" __ __ __ ZURN Z1185 STEEL FABRICATED LINT TRAP WITH ACID RESISTANT COATING, NON-SKID SECURED LID, STAINLESS SCREEN ASSEMBLY AND STRAINING BAFFLE. FD -1 FLOOR DRAIN 3" ZURN Z -415-P CAST IRON BODY, 6" DIAMETER BRONZE ADJUSTABLE STRAINER. PROVIDE 4" DEEP TRAP AND TRAP GUARD WH -1 HOT WATER -- -- 3/4" 3/4" AO SMITH ENT -40 40 GALLON, ELECTRIC, TALL, 240/1, 4.5 KW. PROVIDE HEATER SAFETY PAN, T&P VALVE AND ISOLATION VALVES. ENERGY FACTOR 0.95 WH -2 HOT WATER -- -- 3/4" 3/4" AO SMITH ENLB-40 40 GALLON, ELECTRIC, LOWBOY, 240/1, 4.5 KW. HEATER PROVIDE SAFETY PAN, T&P VALVE AND ISOLATION -- AO SMITH DSE-65-75 VALVES. ENERGY FACTOR 0.95 65 GALLON, ELECTRIC, TALL, 240/1, 7.5 KW. SIDE WH- HOT WATER -- 1-1/4" 1-1/4" HEATER LEONARD XL -670 -LF MIXING VALVE CONNECTIONS, PROVIDE SAFETY PAN, T&P VALVE, ISOLATION VALVES AND ASSE 1017 MIXING VALVE HOT TER -- -- 3/4" 3/4" EEMAX MT 005240T 0AFR TWAFER 240V, 3.6 KW, P7, WH -4 HEATER 3/8 TOPCOMPRESSION CONNECTIONS, 8 LBS, WITH INTEGRATED ASSE 1070 MIXING VALVE. MAKE AND MODEL FOR BID PURPOSES ONLY. PROVIDE FIXTURE SUBMITTAL TO OWNER FOR APPROVAL PLUMBING NOTES SCOPE: THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING A PROPOSAL. 'THE INFORMATION GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED, BUT ITS EXTREME ACCURACY IS NOT GUARANTEED. CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION GIVEN AS EXISTING CONDITIONS. THE DRAWINGS ARE DIAGRAMMATIC, INTENDED TO SHOW GENERAL ARRANGEMENT, CAPACITY AND LOCATION OF VARIOUS COMPONENTS, EQUIPMENTS, AND DEVICES. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 5th EDITION (2014), AND LOCAL CODES AND ORDINANCES. INSTALLATION SHALL COMPLY WITH THE STANDARDS SET BY NFPA, ASPE, NEC AND UL. THE SYSTEMS, EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE INSTALLED, FINISHED, TESTED AND ADJUSTED FOR CONTINUOUS AND PROPER OPERATION. IF WORK. IS REQUIRED IN A MANNER TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES APPEAR AMONG THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S RECOMMENDATIONS, OR BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION. BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT SPECIFIED IN THE DOCUMENTS. EXACT LOCATIONS AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM ARCHITECTURAL DRAWINGS. COORDINATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN PLACE AND SHALL COORDINATE WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEIR WORK. INSTALL ALL PLUMBING TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN LINES PERMITTED OVER OR UNDER ELECTRICAL PANELS. SERVICE AND PEMITS: CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND SHALL PAY FOR PERMITS. SHOP DRAWINGS: EACH TRADE SHALL PREPARE AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH PROCEDURS OUTLINED IN DIVISION 1. RESPONSIBILITY FOR ERRORS OR OMISSIONS IN THE SUBMITTALS SHALL NOT BE RELIEVED BY THE ARCHITECT'S OR ENGINEER'S REVIEW. ENGINEER'S PROCESSING WILL NOT CONSTITUTE A COMPLETE CHECK BUT WILL INDICATE ONLY THAT A GENERAL METHOD OF CONSTRUCTION AND DETAILING IS SATISFACTORY. AS -BUILT DRAWINGS: DURING THE PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD SHALL SHOW CHANGES IN MANUFACTURER (WITH NUMBERS AND TRADE NAMES). MATERAILS, SIZES, LOCATIONS AND HOOK-UP POINTS. AS-BUILTS SHALL BE GIVEN TO OWNER'S CONSTRUCTION MANAGER AT COMPLETION OF JOB. REQUIRED ACCESS: CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND DEVICES THAT REQUIRE REPLACEMENT, SERVICING, ADJUSTING OR MAINTENANCE SHALL BE LOCATED TO ALLOW EASY ACCESS AND SPACE FOR REMOVAL OF INTERNAL ASSMBLIES, IF REQUIRED. CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW ACCESS, EVEN IF NOT INDICATED ON THE DRAWINGS AT NO ADDITIONAL COST TO OWNER. OPERATING AND MAINTENANCE DATA: SUBMIT THREE COPIES OF MANUFACTURER'S OPERATING AND MAINTENANCE INSTRUCTIONS AND SPARE PARTS LIST FOR EACH PIECE OF EQUIPMENT. FIRESTOPPING: A. UL APPROVED MATERIALS AND METHODS SHALL PROTECT 'THE PENETRATIONS OF FIRE AND/OR SMOKE RATED WALLS OR FLOORS. THE RATING OF THE FIRESTOPPING SHALL EQUAL THE RATING OF THE TIME -RATED ASSEMBLY. ALL INSULATION SHALL HAVE COMPOSITE (INSULATION, JACKET, OR FACINGS AND ADHESIVE USED TO ADHERE THE FACING OR JACKET TO THE INSULATION) FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM E-84, NFPA 225 UL 723 NOT EXCEEDING: FLAME SPREAD 25 SMOKE DEVELOPED 50 FUEL DISTRIBUTED 50 ACCESSORIES SUCH AS ADHESIVE, MASTICS, CEMENTS AND TAPES FOR FITTINGS SHALL HAVE THE SAME COMPONENT RATINGS AS LISTED ABOVE. VALVES: ALL VALVES SHALL HAVE A MINIMUM OF 125 PSIG WORKING PRESSURE. VALVES AND COCKS MAY NOT BE INDICATED IN EVERY INSTANCE ON THE DRAWINGS, BUT WHETHER OR NOT SHOWN, ALL VALVES, COCKS AND CHECK VALVES NECESSARY FOR THE PROPER OPERATION OF THE SYSTEM SHALL BE FURNISHED AND INSTALLED. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINE TO INDIVIDUAL FIXTURES FOR SHUT-OFF. DIELECTRIC UNIONS: PROVIDE DIELECTRIC UNIONS OR FLANGES AT CONNECTIONS OR CONTACT BETWEEN PIPES OF DISSIMILAR METALS. PLUMBING FIXTURES AND TRIM: PLUMBING FIXTURES SHALL BE FURNISHED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH PROPER CONNECTIONS TO SUPPLY AND DRAINAGE PIPING. ALL FIXTURES SHALL BE FREE OF FLAWS AND DEFECTS OF ANY SORT IN MATERIAL AND WORKMANSHIP AND SHALL OPERATE PERFECTLY WHEN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. CONTRACTOR SHALL PROVIDE ROUGH -IN, AND SHALL CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS. PROVIDE CONCEALED ARM CARRIERS AND SUPPORTS FOR ALL FIXTURES REQUIRING SAME. PIPE PENETRATION: PROVIDE SLEEVES 'THROUGH ALL PENETRATIONS THROUGH CONCRETE AND MASONARY FLOORS AND WALLS. SEAL ALL PENETRATIONS WATER FIGHT. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM TO ACHIEVE THE SAME RATING AS WALLS OR FLOOR. WATER PIPING: WATER PIPING SHALL BE CPVC TUBING, TUBING, FITTINGS AND CEMENT SHALL MEET ASTM D-2846, 100 PSI 0 180-F CONTINUOUS RATING. CPVC TUBING AND FITTINGS SHALL MEET 25/50 FLAME SPREAD/SMOKE DEVELOPED REQUIREMENTS FOR PLENUMS. CONTRACTOR SHALL INSTALL CPVC IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE FOR EXPANSION AND CONTRACTION OF TUBING. TUBING SHALL BE SLEEVED AT PENETRATION OF CONCRETE SLABS OR WALLS. CPVC TUBING SHALL BE LUBRIZOL FLOWGUARD GOLD OR APPROVED EQUAL. PROVIDE TRUEBRO MOLDED INSULATED WATER AND WASTE LINE COVERINGS FOR WALL HUNG SINKS AND LAVATORIES. PIPE INSULATION: INSULATE HOT WATER PIPING. INSTALL 1" THICK FIBERGLASS SECTIONAL PIPE COVERING, CELLULAR PHENOLIC FOAM INSULATION, OR CLOSED -CELL CELLULAR GLASS INSULATION. PROVIDE INSULATION WITH VAPOR RETARDER ALL SERVICE JACKET. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT INSULATION SERVES ITS INTENDED PURPOSE. SEAL ALL JOINTS, BREAKS, TEARS, AND PENETRATIONS WITH FIRE RETARDENI, VAPOR BARRIER MASTIC. COVER VALVES, FITTINGS AND SIMILAR ITEMS IN EACH PIPING SYSTEM WITH EQUIVALENT THICKNESS AND COMPOSITION OF INSULATION AS APPLIED TO ADJOINING PIPE RUN. SANITARY, STORM DRAIN AND VENT PIPING: ALL BURIED AND UNBURIED PIPING AND FITTINGS SHALL BE SCHEDULE 40 PVC-DWV. SLOPE OF SANITARY OR DRAINAGE PIPING 2-1/2" AND SMALLER SHALL BE A MINIMUM OF 1/4" PER FOOT; PIPING 3" AND LARGER SHALL BE SLOPED A MINIMUM OF 1/8" PER FOOT. PROVIDE TRUEBRO MOLDED INSULATED WATER AND WASTE LINE COVERINGS FOR WALL HUNG SINKS AND LAVATORIES. VENTING: THE STACKS SHALL BE EXTENDED THROUGH ROOF OF BUILDING TO POINTS NOT LESS THAN 12" ABOVE ROOF. VENTS SHALL BE OFFSET AS REQUIRED TO PENETRATE ROOFS AT LEAST 3 FEET EDGE OF BUILDING AND 10 FEET FROM ANY FRESH AIR INTAKE OR OPERABLE WINDOW OR DOOR. DOMESTIC HOT WATER HEATERS (ELECTRIC): HOT WATER HEATER SHALL BE ULCERTIFIED. UNITS SHALL BE EQUIPPED WITH CODE -APPROVED 'TEMPERATURE AND PRESSURE RELIEF VALVES. TANKS SHALL BE GLASS -LINED AND SHALL HAVE MANUFACTURER'S STANDARD WARRANTY. EQUIPMENT FURNISHED BY OTHERS: THE CONTRACTOR SHALL MAKE ALL PIPING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. THIS WORK SHALL INCLUDE FURNISHING AND INSTALLATION OF ALL WATER AND DRAIN PIPING. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS OF EQUIPMENT MANUFACTURER. CLFANOUTS: PROVIDE CLEANOUT WHERE SANITARY LINE LEAVES BUILDING. PROVIDE CLEANOUTS AT BASE OF EACH STACK. CONCEALED CLEANOUTS SHALL HAVE CAST BRASS CHROMIUM PLATED FLAT ACCESS COVER PLATE. CONDENSATE DRAINS: COORDINATE WITH MECHINCAL CONTRACTOR. RUN CONDENSATE DRAIN LINES FOR MECHANICAL AIR HANDLER. CONDENSATE DRAIN SHALL BE MINIMUM OF 1" SCHEDULE 40 PVC. DRAINS SHALL BE PITCHED NOT LESS THAN 1" IN 10'. PROVIDE P -TRAP AND CLEANOUT AT DRAIN PAN CONNECTIONS. INSULATE CONDENSATE DRAINS WITH 1/2" ARMAFLEX. DRAINS SHALL BE ROUTED TO DRYWELL OR AN APPROVED LOCATION. STERILIZATION OF DOMESTIC WATER SYSTEM THE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE THOROUGHLY STERILIZED AS REQUIRED BY THE HEALTH AUTHORITY OR WATER PURVEYOR HAVING JURISDICTION, OR IN THE ABSENCE OF A PRESCRIBED METHOD, THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR AWWA C652, OR AS DESCRIBED IN SECTION 610 FBC-P. TESTING: ALL TESTING METHODS SHALL BE COMPLIANT WITH THE FLORIDA BUILDING CODE -2010 AND APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). ANY REQUESTED BY AHJ OR SECTION IN CODE SUPERCEDES ANYTHING NOTED IN THESE NOTES. PLUMBING LEGEND SYMBOL DESCRIPTION SANITARY DRAIN --------- VENT — - COLD WATER SUPPLY -- - HOT WATER SUPPLY bio-- PLUMBING VALVE —�,f— 1 CHECK VALVE C - g PIPE DOWN —�- PIPE UP p-1 PLUMBING FIXTURE NUMBER PLUMBING ABBREVIATION ABREVIATION DESCRIPTION AFF ABOVE FINISHED FLOOR CO CLEANOUT CV CHECK VALVE CWS COLD WATER SUPPLY DFU DRAINAGE FIXTURE UNITS FD FLOOR DRAIN FU FIXTURE UNITS GPM GALLONS PER MINUTE HB HOSE BIBB HWH HOT WATER HEATER HWS. HOT WATER SUPPLY HWR HOT WATER RETURN PRV PRESSURE REDUCING VALVE SAN SANITARY T&P TEMPERATURE AND PRESSURE VTR VENT THRU ROOF WCO WALL CLEAN OUT NOT ALL SYMBOLS AND ABBREVIATION MAY BE USED ON THIS PROJECT 3 2017 REVISION PERMIT # T ,jrO% STEPANEK-LEWIS AND ASSOCIATES 4Q,LV 2257 Twelve Oaks Way( 813) 991-1248 V_Suite 103 fax (813) 991 -5566 Wesley Chapel, FL 33544 john@stepaneklewis.com Al r W O N E 0 corz, co co C4 y J M V LL 04 o N d 6 u ++ a t N a1 3 ,a 3 � 3 f1 � 0 u Eol 0 0 N I NI a0 I a 0 a m D GEiV�;�t`!� PIo. 56189 M�iT�S"liV10 LEUJIo, PE LIC. NO. 50189 �Y ,0- DEMOLITION INOTES OREMOVE CAS FIRED WATER) 1ffATER. REMOVE WATER SUPPLIES, Il1H2OT AND TO—WATER—HEATERS. REMOVE _ _ = ABLCAS—LINES_AND—ELUE—G.C. T.0 PATCH PENETRATIONS. OREMOVE EXISTING PLUMBING FIXTURES. CAP WATER LINES ABOVE CEILING AND SANITARY LINES BELOW FLOOR. i I 1 J I IIII F1 r� IIII IT �� IIII I I I Il�r—r' I _ ... --.._ 1 I .I. J _. I III 1 REMOVEEXISTINGEXISTING PLUMBING FIXTURES. TEMPORARILY CAP SANITARY. REMOVE III WATER SUPPLIES, HOT AND COLD. PREPARE AREA FOR NEW FIXTURE. III (- ADJUST ROUGH—IN TO SUIT NEW FIXTURE. I II I I I I I I I I ----------- _j:_7 --- v—--=--L�--------- I I I I I I Li OFFICE PLUMBING DEMO PLAN SCALE: 1/4"= P-0" CLUBHOUSE PLUMBING PLAN SCALE: 1/4" P -O" STEPANEK-LEWIS AND ASSOCIATES R� 2257 Twelve Oaks Way (813) 991-1248 Suite 103 fax (8 13) 991-5566 Wesley Chapel, FL 33544 john®step aneklewis.com El 0 0 4.. L, u cD I Q) 0 �(` 3 �+• No. 56159 1 �� • STA E OF y��`• /�CJt2lUF: b a /�� od°® f�s��AIALIlei 1Jo� �q k� • i'I.-,9'il-ILW D. LEW15, FE LIC. NO. 56189 0 E p/ N O o q Co 0 (D c +O>N�. k N Q co „ Lo 4JN O 0 c 0 4.. L, u cD I Q) 0 �(` 3 �+• No. 56159 1 �� • STA E OF y��`• /�CJt2lUF: b a /�� od°® f�s��AIALIlei 1Jo� �q k� • i'I.-,9'il-ILW D. LEW15, FE LIC. NO. 56189 0 GRADE OR PAVING CLEANOUT ASSEMBLY — SAME SIZE AS SEWER UP TO 8" DIA. LONG SWEEP 1/4 BEND OR COMBINATION SEWER MATERIAL "Y" AND 1/8 BEND — AND SIZE AS SPECIFIED T8 VA DRAIN TO EXTERIOR CLEANOUT DETAIL NOT TO SCALE COVER FOR DUTY REQUIRED IImIII- '. 1I- 6'" THICK CONCRETE CONTINUES BOTH WAYS IF "2 -WAY" CO IS INDICATED ON PLANS 33x33 -� INLET 215„” '-HEX HEAD SET SCREW - REMOVE SCREWS TO USE 28" LIFT HANDLES, REPLACE SCREWS ONCE COVER IS IN PLACE AND HANDLES i 4° ARE REMOVED. OUTLET SIZE INLET/ FLOW APPROX NO. OF OUTLET RATE WT ACHINE� SIZE GPM LBS 10 4" 100 270 LINT TRAP DETAIL NOT TO SCALE LAUNDRY SANITARY RISER 5CALE: NONE yj u El r (DE D N co U ®® M co N ■® J M N 2 U. N o N U ` N ++ Pn Lm to N 3 I ++ � 3 a El SUPPLY TO � E /gyp' i Vyi, O t! X. 9 wry' V! � M N ® tp ® 4- m OQM 0 ' N M d Y :c 1,�4NvaiC3 � tl a cq THERMOSTAT NO CHANGES T O EXISTING ,t N co nN d c 0 0 0 ,LL VALVE :RMAL ANSION IK I (TYP) VALVE 3" SAFETY PAN UNIT WATER HEATER DETAIL NOT TO SCALE T V VACUUM BREAKER 1-1 BALL VALVE VALVE 3" SAFETY PAN LAUNDRY WATER HEATER DETAIL NOT TO SCALE OFFICE SANITARY RISER 5CALE: NONE r(& STEPANEK-LEWIS AND ASS❑CIATES ��1�/ 2257 Twelve Oaks Way (813) 991-1248 Suite 103 fax (8 13) 991-5566 Wesley Chapel, FL 33544 johnOstepaneklewis.com 0 0 0 N N N I co N N I I I (n :r << yyq�yy N W/ ( w w s E 4.1-+ co O A Z 04 U � to 'D lC CLC14in �p',439190dgj° enis; d; F . x? ° ST,4TE 01 '�°r�uP4iR4u D uJ15, PE �1 wa N4J 5�a law VIP Lm to EXISTING 1 WATER SUPPLY 1-1/4" WATER ®r to SUPPLY TO � �' LAUNDRY-, `1�1-1/4" ® 4- HOT WATERC SUPPLY TO LAUNDRY r (C3 '4" HOT WATER IPPLY THERMOSTAT NO CHANGES T O EXISTING ■ U) MIXING VALVE /,,--3/4" COLD THERMAL1-1�4� WATER SUPPLY EXPANSION ` f SAN I TARY DRAIN � TANK 0. ,LL VALVE :RMAL ANSION IK I (TYP) VALVE 3" SAFETY PAN UNIT WATER HEATER DETAIL NOT TO SCALE T V VACUUM BREAKER 1-1 BALL VALVE VALVE 3" SAFETY PAN LAUNDRY WATER HEATER DETAIL NOT TO SCALE OFFICE SANITARY RISER 5CALE: NONE r(& STEPANEK-LEWIS AND ASS❑CIATES ��1�/ 2257 Twelve Oaks Way (813) 991-1248 Suite 103 fax (8 13) 991-5566 Wesley Chapel, FL 33544 johnOstepaneklewis.com 0 0 0 N N N I co N N I I I (n :r << yyq�yy N W/ ( w w s E 4.1-+ co O A Z 04 U � to 'D lC CLC14in �p',439190dgj° enis; d; F . x? ° ST,4TE 01 '�°r�uP4iR4u D uJ15, PE �1 wa N4J 5�a law LOCATIONS FOR (3) °5 CONT. BOTTOM BARS PER TYPICAL FOOTER SEE SHEET 61.1 FOOTER TIE-IN SCALE: 1 1/2" = I' -m" THIS SECTION FOR IMMEDIATE TIE IN FOR REPLACEMENT FOOTER INTO EXISTING FOOTERS FOR NEW CONSTRUCTION PRIOR TO STEM WALL d SLAB POUR. REFER TO SHEET 51.1 FOR ALL OTHER INFORMATION REGARDING FOUNDATION PLAN d ASSOCIATED DETAILS "5 DOWELS WITH MIN 10" EMBED INTO EXISTING FOOTER 4 EPDXY FILL SURROUNDING TYP. 3" CHAIR FOR TOP REBAR AS READ, UPRIGHT d TIED TO BOTTOM REBAR MICHAEL ARRI60 LIC. NO. AR0011335 ° Dat"' Sda-1 rchitectonics UF/,3/20,7 Studio o ° • AA -0003347 218 6th Ave. N St. Petor.bury, FL. 33701 SEMINOLE Ipl 727-323-6878 If 1727-323-b 828 small, Info 0 tampabay.-com hltp,// archltectoniceatudlo.com GARDENS THE BE BEAMS RAFTEI SOUTH BOTH E LOADS SUB5TI Rwr r-�-- .v , 1. ALL WOW, SHALL BE DONE IN STRICT AUO3ANCE WITH APPLICABLE CODES AND ORDINANCES. 1 Roof Plan 2 ROOF FRAMING t0 BE PRE-ENGINEERED WOOD TRJ38ES AT 2'-0' O.C. EXCEPT WHERE NOTED. 3. ALL EXPOSED WOOD SHALL BE PRESSURE TREATED WITH GALVANIZED NAILS, Scale: 1/4n = V-011 BOLTS, AND CONNECTORS. 4. USE GALVANIZED METAL CONNECTORS FOR WOOD TRUSSES AND BEAMS. 5. ALL FRAMING SHALL BE SOUTHERN YELLOW PINE 02. FIBERGLASS SHINGLES OVER 300 FELT 5/8" CDX PLYWOOD SHEATHING. — REFER TO e0J FOR NAILING DIAGRAM SIMPSON HIO AT EACH TRUSS OR — EQUAL FROM TRUSS TO TOP PLATE. TRUSS BEARING -- --- _ — ELEV.10'-0" ALUMINUM DRIP EWE 1/OR CONT 6" BOX GUTTER bcb P.T. WOOD FASCIA 2x8 P.T. WOOD FASCIA VENTED VINYL SOFFIT _OV 7/8' MIN. STUCCO • — FACE OF ARCH 1/2" EXTERIOR PLYWOOD SHEATHING. REFER TO 60J FOR NAILING DIAGRQl 2 X 4 WOOD STUDS AT _ 16" O.C. MAX FOAM TRIM BAND 3X6 _ TTP 4 SIDES W/ TOP CHAMPFER AND DRIP AT UNDERSIDE - COORDINATE DEPTH VS STONlE VENEER SYSTEM DEPTH STACKED STONE VENEER GROUTED TO IR" CDX PLYWD W/ BUILDING WRAP USING LATICRETE Maw" veneer Irrotallation System (MVI8) OR APPVD EQ PRE-ENGINEEREP WOOD TRISSES AT 2'-0' O.C. MAX. 5/8" EXTERIOR GYPSUM BOARD W/ PLASTER FINISH BEAtt REFER TO STRUCTURAL 5"-2ON LCE4 POST CAP i 0818 FLAT STRAP TO INSIDE CONNECTION l/8' MIN. STUCCO 1/2" EXTERIOR PLYWOOD SHEATHING. REFER TO e0.1 FOR NAILING DIAGRAM 6X6 PT IUD POST AND COLUMN ENCLOSURE/ DECORATIVE COLUMN WRAP 12' Dia x 66" H Foam Tuscan Colum by Royal Foam or Appvd Equal — 17 13 2X4 PT WP STUD 00 FRAMING 8" OC TYP i o M � C1 0 � C4 �q in <v IL N C 17 6X6 6 POST W/ ABU66 BASE -N� O CONNECTION REFER TO FOOTING DETAILS SHEET SLI REAR PORCH SECTION SCALE: 3/4" . I'-0" DIMENSIONAL SHINGLES OVER 30' FELT 5/8" CDX PLYWOOD SHEATHMG. REFE 60.1 FOR NAILING DIAGRAM SIMPSON H25 W/ (5) 8d NAILS TO TRUSS AND CUTLOOKER ALUMINUM DRIP EDGE T-0" 2x8 PRESSURE TREATED FASCIA ALUMINUM WRAP VENTED VINYL SOFFIT BANDING. REFER TO ELEVATIONS BOTTOM OF ELEV. 11'-4" BOTTOhI GF SOFFIT I Y ELEv. B'-8' 2X4AT16" O.C. MAX : 2 a2.1 SIMPSON LUS24 W/ (2)10d NAILS TO JOIST AND (4) 10d NAILS TO TRUSS 2X4 WOOD KICKER • 6'-0' O.0 W/ 3-16D NAILS EA END 5/8' EXTERIOR G"15UM BOARD W/ PLASTER FINI d 5/8" EXTERIOR GYPSUM BOARD W/ PLASTER FINISH STUCCO FINISH BEYOND 7/8' MIK STUCCO 1/2' EXTERIOR PLYWOOD SHEATHING. REFER t0 e0.1 FOR NAILING DIAGRAM 2 X 4 WOOD STUDS AT 16" O.C. MAX ARCH BEYOND ENTRY GABLE SECTION PRE-ENGIf WOOD TRUE TRUSS BEA COLUMN BEYOND REFEOFFIC R, TO STRUCTURE 3 REN ISO s2.1 SIMPSON H5A A7 HEADERS SIMPSON C522 HEADER (U FULL HGT. MI) AT INTERIOR WALLS (2) FULL Wit STUDS AT EXTERIOR WALLS NAIL STUDS TOGETHER W/ Ibd NAILS EACH PLY. • 12' O.C. "G TYPICAL HEADER 4 SANFORO SCALE: NTS 92 1 °Fpnat�```fi 0 17 13 N*mE 00 a o N h o M � v 0 � C4 m o IL N C 17 03 -N� O .r c 0 � N a r � 4 r y 0 LL LL 0 i+ o � la ' El O O0 O 03+�� Z 0) N W Z O ��O mo 0 It z w W aw0o-.) 49 O ■E o>n 0 © O : El 'W c / �r Cl c ~ 4 v� JNo.e W r N 0 T m ii V 0 � r 4� y 0 LL LL 0 '- � m 00 O0 O 03+�� Z 0) N W Z ��O mo 0 r0.4ic aw0o-.) ■E 'W c / R-00173 5 � Vf �c s2.1 g O rn o r N T m 4� 0 0 m O0 O Z 0) N p N 0> ��O mo r0.4ic aw0o-.) R-00173 5 � Vf �c s2.1 g O rn o 45'-0" i 2- �V 2V-0" Q)j� 11 T -0"' 2 BUILT OUT BASE 2' ! COLUMN �n4P ABOVE T J L T 6X6 PT 1 _I4 SLOPE TO WD CIOL Tyr DRAM 1/8" 6 PER FT I 22'_b I 6 _1 6 _r 9'-10" I � -- --- --- ----I— - —------------ - - - - - - - - - - - - ------ DLi WINDOW E== EOOR ----------- -- ---------------------—--------- I I--�I'I -,--- I I O I ''S" '�- I REFER TO FOUNDATION ;1 NOTE NO. I BELOW FOR SLAB I j el.l I REFER TO FOUNDATION I I I I - I I g0� NO.4 BELOW FOR I AON NOTE NO. 6 BR TO BEELDOWTIFOR I WALLS— I I i r COORDINATE UNDERGOIAJD PIPING I I TO ALL PLUMBING FIXTYUII .I n1 0 I I I I N O I I y zO ;t 3'-41/2" II' -4"I �.�.ci—.—.—.—.—. —.—. —.—.—. I I I I I I I I p l l FIN FLR I I I I AFF. I I I I Ai I I I I REFER TO FOUNDATION I I NOTE NO. b BELOW I I e I � _ el.l I i I REFER TO FOUNDATION 1 0 NOTE NO. 4 BELOW FOR I el.l I I 5 SLAB I I l I NOTE NO. IFOUNDATIONBELOW L- I iI 5 U r I I U M al.l I SLAB F I I I I I I I I L__, I --I _ fil TO FOUNDATION I I I I I I I I NOTE NO. 3 BELOW FOR CONTROL JOINT O I I I 1' �� I I I L - 10�q I'_4" i I'-4' I �T II L L-, - --------- 1 I -I J ---- , f -J -�--- ------ J — I I I I POORI I _r — —I L------ r-- — ----1 --------J II L-------iWINDOW DOOR lawn I �— I ------- FOUNDATION NOTES I. 5LA0-ON-GRADE TO BE 4" THICK W/ FIBER MESH ON 6 MIL VAPOR BARRIER (LAPPED AND TAPED) Foundation Plan 2. EXCEPT Or WHERE NOTED. 0 Scale: 1/411 = 11-011 3. CJ ■ 3/16" W. x P DP SAW CUT CONTROL JOINT. CUT SAME DAY AS POUR 4. PROVIDE TERMITE TREATED CLEAN WELL WELL COMPACTED FILL UNDER FLOOR SLAB. 5. ALL WOW SHALL BE PONE IN STRICT ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES I 49'-8" el.l TYPICAL DRAWING NOTES 1. THE SCOPE OF WORK IS FULLY DEFINED ON SHEET 30.1. rEFER TO THAT SHEET FOR ALL / ANY INFORMATION NOT DIRECTLY CONTAINED ON THIS SHEET. 2. SCOPE 15 NIT INTENDED TO BE FILLY COMPLIANT WITH FHA REQUIREMENTS - ONLY WHERE SITE / EXISTING STRUCTURAL CONDITIONS ALLOW TO FEASIBLY UNDERTAKEN. 3, SCHEDULED ITEMS WITHIN THESE DOGA TENTS MAY BE SUBSTITUTED PROVIDED THE GC PRODUCE EQUIVALENT FLORIDA PRODUCT APPROVALS OR PERFORMANCE DATA TO LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW. 4. REFER TO SHEET(S) IN "SP" SERIES FOR SITE CONDITIONS, SCOPE AND LOCATIONS / QUANTITIES OF BUILDING TYPES 5. REFER TO SHEET(S) N "Al" SERIES FOR BUILDING TYPES SCOPE AND LOCATIONS / QUANTITIES OF UNIT TYPES (PI FOR SAUTE IN DEMO PHASE) b. REFER TO SHEET(8) IN "A2" SERIES FOR UNIT TYPES, SCOPE AND DOOR / WINDOW INFORMATION 4" CONIC. SLAB WITH FIBER MESH OVER 6 MIL. VAPOR BARRIER FINISH FLOOR ELL COMPACTED TERMITE SATED FILL REBAR EXTERIOR THICKENED SLAB SCALE: 3/4" . 1'-0" ti ---- ---- 0 r 2424 OR IOX20 - N ,4s r m E MESH REINFOPRCEMENT PER5TRUCT 4'-0" I 5'_0" { M Og (REFER TO PLANS FOP, O 4'_0" 4'-0" 4'-0"I SLOPE TO = DRAM I/8" I I 3 _3 2--3" 4'-0" 41-011 .I SLAB DEPRESSIONS AT ROLL IN CORNERS, _ V-411 PER F7' SHOWERS) S ANCHOR BOLT EXTERIOR COLUMN1/2"DIA a 32" O.C. PROVIDE SIMPSON SP CONNECTION i.n 4G h p FOOTINGTOP OF SLAB TO BE 2 � N L_.J 4" CONIC. SLAB WITH FIBER MESH OVER 6 MIL. VAPOR BARRIER h T.O. SLAB I� _� C OF EACH STUD TO TOP PLATES AND O 4" MIN, ABOVE GRADE BUILT OUT BASE WALE: 3/4" 1'-0" S I .I aGNC31 TWIST STRAP CONNECTIONS TO EACH V ■i■■� n. GRADE ` } y0 z 6x6 PT 2'- " 2'-O" t COLUMN T WD COL TYP WRAP ABOVE ASPHALT SHINGLES OVER 2'-4" I' -o" a'-0" W/A51l a'-0" 10'-0" a'-0" a'-0" 6" 2'-4" FOUNDATION NOTES I. 5LA0-ON-GRADE TO BE 4" THICK W/ FIBER MESH ON 6 MIL VAPOR BARRIER (LAPPED AND TAPED) Foundation Plan 2. EXCEPT Or WHERE NOTED. 0 Scale: 1/411 = 11-011 3. CJ ■ 3/16" W. x P DP SAW CUT CONTROL JOINT. CUT SAME DAY AS POUR 4. PROVIDE TERMITE TREATED CLEAN WELL WELL COMPACTED FILL UNDER FLOOR SLAB. 5. ALL WOW SHALL BE PONE IN STRICT ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES I 49'-8" el.l TYPICAL DRAWING NOTES 1. THE SCOPE OF WORK IS FULLY DEFINED ON SHEET 30.1. rEFER TO THAT SHEET FOR ALL / ANY INFORMATION NOT DIRECTLY CONTAINED ON THIS SHEET. 2. SCOPE 15 NIT INTENDED TO BE FILLY COMPLIANT WITH FHA REQUIREMENTS - ONLY WHERE SITE / EXISTING STRUCTURAL CONDITIONS ALLOW TO FEASIBLY UNDERTAKEN. 3, SCHEDULED ITEMS WITHIN THESE DOGA TENTS MAY BE SUBSTITUTED PROVIDED THE GC PRODUCE EQUIVALENT FLORIDA PRODUCT APPROVALS OR PERFORMANCE DATA TO LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW. 4. REFER TO SHEET(S) IN "SP" SERIES FOR SITE CONDITIONS, SCOPE AND LOCATIONS / QUANTITIES OF BUILDING TYPES 5. REFER TO SHEET(S) N "Al" SERIES FOR BUILDING TYPES SCOPE AND LOCATIONS / QUANTITIES OF UNIT TYPES (PI FOR SAUTE IN DEMO PHASE) b. REFER TO SHEET(8) IN "A2" SERIES FOR UNIT TYPES, SCOPE AND DOOR / WINDOW INFORMATION 4" CONIC. SLAB WITH FIBER MESH OVER 6 MIL. VAPOR BARRIER FINISH FLOOR ELL COMPACTED TERMITE SATED FILL REBAR EXTERIOR THICKENED SLAB SCALE: 3/4" . 1'-0" 101, PT WOOD FASCIA - DESCRIPTIONb C WR > WRAPPED W/ SHEET o O N METAL "WHITE" ROTATE SLEEPER AT TOP AS FIRE BLOCK TYP AT = N 6x6 P.T. WOOD COLUMN AIR SPACE SIMPSON A5U66 P05T 4" CONC. SLAB WITH FIBER MESH VENTED SOFFIT 4C 10 IN r. OVER b MIL. VAPOR BARRIER SEE PRODUCT Z� • N a BASE OR EQUAL APPROVALS" h OFFSET COLUMN BASE FROM SUSPENDED ACT WHERE V f F CONCRETE EDGE A5 APPLICABLE FOR J N d INDICATED TO ALLOW FOR FINISH FLOOR VINYL 515ING OVER MECHANICAL SOFFITS ETC BUILT OUT DECORATIVE (-) 0'-4" EFF. BUILDING WRAP TYP - COLUMN WRAP < BASE _ < o � s REFER TO RCP 4 MECN OIUr S FEATURE REFER TO ELEVATIONS - FOR STONE VENEER - v' ` "a ,, 31 © B W GRADE ------ 8" MIN. 8" MIN. OR STUCCO FINISH Q verhu �, WELL COMPACTED TERMITE LOCATIONS o f TR ATED FILL 5 BARS CON. L (3) 9 REBAR EACH WAY SIMPSON Ha OR EQUAL „ V/ AT EACH STUD ti 0 0 0 2424 OR IOX20 - N ,4s r m E MESH REINFOPRCEMENT PER5TRUCT 3OX30 2 X 6 P.T. BOT. PLATE { M Og (REFER TO PLANS FOP, O FILL PER NOTES = 4.0 .I SLAB DEPRESSIONS AT ROLL IN CORNERS, UL SHOWERS) S ANCHOR BOLT EXTERIOR COLUMN1/2"DIA a 32" O.C. PROVIDE SIMPSON SP CONNECTION i.n 4G h p FOOTINGTOP OF SLAB TO BE 2 -2 4" CONIC. SLAB WITH FIBER MESH OVER 6 MIL. VAPOR BARRIER h T.O. SLAB I� _� C OF EACH STUD TO TOP PLATES AND O 4" MIN, ABOVE GRADE t1 a WALE: 3/4" 1'-0" S I .I aGNC31 TWIST STRAP CONNECTIONS TO EACH V ■i■■� n. GRADE ` } y0 z TRUSS T ASPHALT SHINGLES OVER 15LB ROOFING FELT d 3/4" BAFFLE AS REOD ` EXTERIOR SHEATHING— PRE ENGINEERED ROOF TRU55 SYSTEM AT 24" OC TYP A� m ; R38 BATT INSULATION IN ROOF El W Q, EXTRUDED SEAMLESS BOX GUTTER MIN 6xo 2 `�� ASSEMBLY v "WNITE"i ROOF TRUSS BEARING ELEV + 10'-0" �� *j V LZ M 2'_0" REFER TO UL ASSEMBLY P556 (SHEET 42.0) FOR FULL a% apo 101, PT WOOD FASCIA - DESCRIPTIONb C WR > WRAPPED W/ SHEET o O N METAL "WHITE" ROTATE SLEEPER AT TOP AS FIRE BLOCK TYP AT = N 6x6 P.T. WOOD COLUMN AIR SPACE SIMPSON A5U66 P05T 4" CONC. SLAB WITH FIBER MESH VENTED SOFFIT 4C 10 IN r. OVER b MIL. VAPOR BARRIER SEE PRODUCT Z� • N a BASE OR EQUAL APPROVALS" h OFFSET COLUMN BASE FROM SUSPENDED ACT WHERE V f F CONCRETE EDGE A5 APPLICABLE FOR J N d INDICATED TO ALLOW FOR FINISH FLOOR VINYL 515ING OVER MECHANICAL SOFFITS ETC BUILT OUT DECORATIVE (-) 0'-4" EFF. BUILDING WRAP TYP - COLUMN WRAP < BASE _ < o � s REFER TO RCP 4 MECN OIUr S FEATURE REFER TO ELEVATIONS - FOR STONE VENEER - v' ` "a ,, 31 © B W GRADE ------ 8" MIN. 8" MIN. OR STUCCO FINISH Q verhu �, WELL COMPACTED TERMITE LOCATIONS o f TR ATED FILL 5 BARS CON. L (3) 9 REBAR EACH WAY SIMPSON Ha OR EQUAL „ V/ AT EACH STUD ti VAPOR BARRIER OVER WELL 4 CONCRETE SLAB TYPICAL W/ 2424 OR IOX20 - N ,4s MESH REINFOPRCEMENT PER5TRUCT 3OX30 2 X 6 P.T. BOT. PLATE { M POURED CONIC FOOTER W/ , (REFER TO PLANS FOP, O FILL PER NOTES = 4.0 .I SLAB DEPRESSIONS AT ROLL IN CORNERS, UL SHOWERS) S ANCHOR BOLT EXTERIOR COLUMN1/2"DIA a 32" O.C. i.n FOOTINGTOP OF SLAB TO BE 2 O 4" CONIC. SLAB WITH FIBER MESH OVER 6 MIL. VAPOR BARRIER T.O. SLAB I� _� C r — -- EI EV + 0'-0" 4" MIN, ABOVE GRADE � ♦ O ■� WALE: 3/4" 1'-0" S I .I aGNC31 V ■i■■� n. GRADE z BIMPSGN H8 OR EQUAL AT EACH STUD 2 X 6 P.T. BOT. PLATE 1/2" DIA ANCHOR BOLT • 32" O.C. FH FLOOR SLAB ELEINISV. 0'-0' TOP OF SLAB TO BE 6" MIN. ABOVE GRADE GRADE 9 3" MIN Tn� WELL COMPACTED TERMITE - TREATED FILL 9 VERT. AT 48" OL, CORNERS, ENDS AND OPENINGS �— (2) ■ 5 BARS CONT. EXTERIOR FOOTING 3 SCALE: 3/4" 1'-0" eJ TERMITE PROTECTION NOTESi L APPROVED TERMITE PROTECTIVE TREATMENT SHALL BE USED AND PROVIDED. (PER FW 2010 RESIDENTIAL, SECTION MV) 2. PEFMAI✓£M SIGNAGE FOR TREATMENT SHALL BE POSTED NEAR WATER HEATER OR ELECTRICAL PAt♦EL. (PER FBG 2010 RESIDENTIAL, SECTION R310W 3. A 6' MNIMUi CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND GRADE FOR TERMITE INSPECTION (4' MINRTU'I FOR GARAGE/PATIO SLABS). (EER F13C 2010 RESIDENTIAL, SECTIONS 13!0.4, R310b) 4. A I'-0' MNIMJM CLEARANCE SHALL BE PROVIDED BETWEEN THE STRUGTURE'5 6VEWALLS AND CONDENSATE LRJEB, ROOF DOWNEPOUT6, 5PRINGLER SYSTEMS Atm RISERS FOR SPRAY HEADS. (PER FBC 2010 RESIDENTIAL, SECTION R316Jb) S. APPROVED TERMITE PROTECTICN SHOULD ISE MACEDA ROTECTED W) EMIL VAPOR BARRIER IT 6HALL BE DONE AFTER EXCAVATION, 5ACIg1LLNG AND COMPACTION. ANY SOIL DISTURBANCE AFTER TREATMENT 61 BE PROTECTED BY F'ER9MF1lT PLASTIC OR M£TAI. FORMS N CONCWTE FLOOR$ BOXPD OUT OR CONSTRUCTED FOR THE NSTMIATION OF F'LU'NG LIMES AND THE LXCE. F 801L IF DISTURBED AFTER TREATMENT, SOIL SHOULD BE RETREATED. (PER FBC 2010 RESIDENTIAL, SECTICN6 R318W,131812, R31613, R316.IA) 6. ELIMINATE OVERPl OR MORTAR AOOUALLATION ALCNG THE EXTERIOR FOtNDATION PERIMETER BEFORE TREATMENT TO e44MCE VERTICAL PQETRATION OF CHEMICALS. (PER FBC 2010 RESIDENTIAL, 3EC110N R310)5) 1. TREATMENT SHALL BE APPLIED TO ALL EXTERIOR CONCRETE OR GRADE Will 1'-0' OF SIDEUMLS MV EMIL VAPOR BARRIER AFTER CONSTRICTION) (PER FBC 2010 RESIDENTIAL, BECTICN R318Ib) B. NCN-CELLULOSE MATERIAL I V TERMUTICIDE SHALL BE USED FOR PROTECTIVE SLEEVES AROUND FETAL PIPNGB PENETRATING ON SLAB -GN -GRADE FLOORS. (PER FEC 2010 RESIDENTIAL, SECTION 13181) 9. FOOT CCNSTR)CRICN, ALL LOOSE WOOD AND DEBRIS SHALL 5E COMPLETELY REMOVED FROM UmER THE BUILDING WITHIN 1'-0' EXCEPT FOR NATLIRALLY DURABLE OR P.T. Wow FOR GROUND CONTACT AND INSTALLED 6' MIN FRCM THE BTRICIUfE FOR TERMITE INSPECTION. (F'ER FBI 2010 RESIDENTIAL, SECTION Fill BOTTOM CHORD OF TRUSS SYSTEM AS 5CHEDUL SIMPSON 5PI s EA. STUD 2 X 4 P.T. BOT. PLATE PROVIDE SIMPSON SP -2 CONNECTION OF EACH STUD TO TOP PLATES AND TWIST STRAP CONNECTIONS TO EACH TRU55 DIA. A.B. W/ 6" MIK fBEDMENT 4 I -IR" DIA WA514ER5 • 32" O.C. MAX. a WALL LOCATIONS 4" CONIC. SLAB WITH FIBER MESH OVER 6 L. VAPOR BARRIER FINISH FLOOR II 0'-0" AFP. WELL COMPACTED = TERMITE TREATED FILL m N ti VAPOR BARRIER OVER WELL O IOX20 - N ,4s COMPACTED TERMITE TREATED L = M POURED CONIC FOOTER W/ , �\ FILL PER NOTES = 4.0 .I (2) *5 BARS CORNERS, UL • 5 BARS CONT. 3 ENDS AND OPENINGS i.n CD O 4" CONIC. SLAB WITH FIBER MESH OVER 6 MIL. VAPOR BARRIER vN �A 14 0 0 T- C p aGNC31 TYP WALL SECTION z SCALE: 1/2" , 1'-0" WELL COMPACTED TERMITE - TREATED FILL 9 VERT. AT 48" OL, CORNERS, ENDS AND OPENINGS �— (2) ■ 5 BARS CONT. EXTERIOR FOOTING 3 SCALE: 3/4" 1'-0" eJ TERMITE PROTECTION NOTESi L APPROVED TERMITE PROTECTIVE TREATMENT SHALL BE USED AND PROVIDED. (PER FW 2010 RESIDENTIAL, SECTION MV) 2. PEFMAI✓£M SIGNAGE FOR TREATMENT SHALL BE POSTED NEAR WATER HEATER OR ELECTRICAL PAt♦EL. (PER FBG 2010 RESIDENTIAL, SECTION R310W 3. A 6' MNIMUi CLEARANCE SHALL BE PROVIDED BETWEEN EXTERIOR WALLS AND GRADE FOR TERMITE INSPECTION (4' MINRTU'I FOR GARAGE/PATIO SLABS). (EER F13C 2010 RESIDENTIAL, SECTIONS 13!0.4, R310b) 4. A I'-0' MNIMJM CLEARANCE SHALL BE PROVIDED BETWEEN THE STRUGTURE'5 6VEWALLS AND CONDENSATE LRJEB, ROOF DOWNEPOUT6, 5PRINGLER SYSTEMS Atm RISERS FOR SPRAY HEADS. (PER FBC 2010 RESIDENTIAL, SECTION R316Jb) S. APPROVED TERMITE PROTECTICN SHOULD ISE MACEDA ROTECTED W) EMIL VAPOR BARRIER IT 6HALL BE DONE AFTER EXCAVATION, 5ACIg1LLNG AND COMPACTION. ANY SOIL DISTURBANCE AFTER TREATMENT 61 BE PROTECTED BY F'ER9MF1lT PLASTIC OR M£TAI. FORMS N CONCWTE FLOOR$ BOXPD OUT OR CONSTRUCTED FOR THE NSTMIATION OF F'LU'NG LIMES AND THE LXCE. F 801L IF DISTURBED AFTER TREATMENT, SOIL SHOULD BE RETREATED. (PER FBC 2010 RESIDENTIAL, SECTICN6 R318W,131812, R31613, R316.IA) 6. ELIMINATE OVERPl OR MORTAR AOOUALLATION ALCNG THE EXTERIOR FOtNDATION PERIMETER BEFORE TREATMENT TO e44MCE VERTICAL PQETRATION OF CHEMICALS. (PER FBC 2010 RESIDENTIAL, 3EC110N R310)5) 1. TREATMENT SHALL BE APPLIED TO ALL EXTERIOR CONCRETE OR GRADE Will 1'-0' OF SIDEUMLS MV EMIL VAPOR BARRIER AFTER CONSTRICTION) (PER FBC 2010 RESIDENTIAL, BECTICN R318Ib) B. NCN-CELLULOSE MATERIAL I V TERMUTICIDE SHALL BE USED FOR PROTECTIVE SLEEVES AROUND FETAL PIPNGB PENETRATING ON SLAB -GN -GRADE FLOORS. (PER FEC 2010 RESIDENTIAL, SECTION 13181) 9. FOOT CCNSTR)CRICN, ALL LOOSE WOOD AND DEBRIS SHALL 5E COMPLETELY REMOVED FROM UmER THE BUILDING WITHIN 1'-0' EXCEPT FOR NATLIRALLY DURABLE OR P.T. Wow FOR GROUND CONTACT AND INSTALLED 6' MIN FRCM THE BTRICIUfE FOR TERMITE INSPECTION. (F'ER FBI 2010 RESIDENTIAL, SECTION Fill BOTTOM CHORD OF TRUSS SYSTEM AS 5CHEDUL SIMPSON 5PI s EA. STUD 2 X 4 P.T. BOT. PLATE PROVIDE SIMPSON SP -2 CONNECTION OF EACH STUD TO TOP PLATES AND TWIST STRAP CONNECTIONS TO EACH TRU55 DIA. A.B. W/ 6" MIK fBEDMENT 4 I -IR" DIA WA514ER5 • 32" O.C. MAX. a WALL LOCATIONS 4" CONIC. SLAB WITH FIBER MESH OVER 6 L. VAPOR BARRIER FINISH FLOOR II 0'-0" AFP. WELL COMPACTED = TERMITE TREATED FILL m N E 8" MIN. (2) 95 REBAR i> R-0 1h335. ��Ci F/cF�spt(/ PERMIT # /7— 37-,? REVISION MIG AEL Al LICi,NO. AR0011335 INTERIOR FOOTING s SCALE: I" , I'-0" S 1.1 s1.1 0FIFICE0 ti O N �■. c o i.n CD O Z0 N vN �A 14 0 0 T- C p aGNC31 E 8" MIN. (2) 95 REBAR i> R-0 1h335. ��Ci F/cF�spt(/ PERMIT # /7— 37-,? REVISION MIG AEL Al LICi,NO. AR0011335 INTERIOR FOOTING s SCALE: I" , I'-0" S 1.1 s1.1 0FIFICE0 GC TO PROVIDE POWER TO RUN GROUND MOUNTED SIGNAGE UP LIGHTS ��pp li_0n 6il0i I'_Ou t Q SIGNAGE ON - N - j - APPROVED ;MATERIAL L- 61 r +� I pp L�- REINFORCED 12X12 ANGLE CLIPS AND 2l-0` 1 CMU BLOCK W/ STUCCO TAPCONS TO FINISH BACKSIDE OF SIGNAGE 12" DEEP CONC FOOTER PER SECTION } COLUMN PLA �fl SCALE: 1/2" • 1'-0" SHAPE TOP OF GONGRE7E POUR TO DRAIN (4 --_� WAYS) 1X6 HARDIE TRIM ABOUT COLUMN - PANTED AS ANGLE CLIPS AND 114" SCHEDULED TAPCONS (3) PER SIDE FOR SIGNAGE AIFNC44ORAGE AT BACKSIDE OF SIGN r j SIGNAGE AREA 5/8" MIN 6M H STUCCO FNISH PAINTED AS E- SCHEDULED (2) 5 VERTICAL 8 Q r ib" x 16" CONCR TE - BLOCK PIER - (FILL CELLS CONTAINING cw REBAR WITH GROUT) 3" MIN GRADE m - (4) 5 BARB EACH WAY CTI SCALE: 3/4" - I'-0" MAINTENANCE SHED DETAILS OMMITTED A 21lx4" RAFTERS HI SIMPSON CLIP W/ - RECOMMENDED FASTENERS (2) 2"x10" SCHED. ROOFING ON 513" SHEATHING WAOD NAILS is IOC. AT EDGES AND FIELD 2"x4" RAFTER / HI SIMPSON CLIP W/ e RECOMMENDED r, FASTENERS EA. RAFTER d 6"X6" P.T. WOOD POST �o 4" CONC. SLAB ALIGN SURFACE W/ - SIDEWALK (4) MAILBOXES W/ PEDESTAL BASE 3415D-28 28 RESIDENT 5LOT5 4 1 OUTGOING EA SECURE PED BASE W/ (4);" WEDGE ANCHORS W/ MIN 31" EMBED EACH PLATE TO SLAB CONNECTION 12'-l" AREA OF ROOF COVERAGE 4 SLAB II_el2'-V' 2 _9 6 P.T. WOOD POST L i� j1 24" DIA t r rL 1 L f; FOUNDATION 6" DEEP SLAB IN GREY AREA W/ w3 (24" wide) TURNED DOWN EDGE 4" CONC. SLAB SURFACE TO ALIGN W/ SIDEWALK --- EXISTING SIDEWALK - - MAILBOX SLAB PLAN SCALE: NTS EXISTING OR NEW 04 CONT. 4" CONC. SLAB - SEE PLAN SIDEWALKI-or FABRIC IhMESINAERIC - 6" X 6" - WI.4N11.4 cA SIMILAR CONDITION AT all f THICKENED AREA BENEATH PEDESTALS - ADD 03 BAR I' 0I 1 1 12" OC 7YP EACH WAY A5 SH \ SFOUN O 12 2"x10"aBOLT5 1/2" LCOUN(2)2"x10" W/1410-2 AT EACH END i 1/2"Xl" LAG 4"x4"'5 FOR - -1 SCREWS INTO BRACKETS I I FRAMING. II I BASEIL50XES W/ PEDE5T I I 3415E-28 FRONT OF MAILBOX � I I 28 RESIDENT SLOTS 4 1 OUTGOING EA APPROACH I I SECURE PEE 5A5E W/ (4) 1 ,SIDE iI I WEDGE ANCHORS W/ MIN 31, EMBlED EACH PLATE TO S10" CONNECTION III 6" DEEP SLAB IN GREY - -T AREA W/ 43 BAR AT 12" OC TYP EACH WAY (24" I WIDE) GRADE 24" DIA CONCRETE FOUNDATION 30" DEEP - PROVIDE 5 BAR - THROUGH POST 6" FROM BOTTOM �0 SCALE: 1/2" = I'-0" 2 TURNED DOWN • ' D E 5'-0" ►ee VelocityHeight 26--L�---� FLORIDA BUILDING CODE FIFTH EDITION (2014) GC TO COORDINATE / M.P.H PROVIDE FULLY GROUTED I Wind Velocity :( 139 mph FURfED WET WALL 1 I INTERNAL PRESSURE COEF. +0.18, - 0.18 RISK CATEGORY 11 Exposure Category COMPONENT5 4 CLADDING REFER TO INDIVIDUALS ITEMS ON FLOOR PLAN$ � Wind Condition Enclosed � O 4D 3 Wind Pressure 38.47 psf O ° p ■ *0 M W Gabled Roof U. Wt Z W W Roof Angle a LN 9 a W O 00 0 R3 • o 49A 6 Component and Cladding Loading •CDN Cd < Zone Area GCp+ Positive GCp- Negative Sq. Ft. Pressure Pressure 1 10 0.30 18.5 ps£ .-1.00 -45.4 psf 1 20 0.27 17.3 psf -0.97 -44.2 psf 1 50 0.23 15.8 psf-0.93 -42.7 psf 1 100 0.20 14.6 psf -0.90 -41.5 psf 2 10 0.30 18.5 psf -1.80 -76.2 psf 2 20 0.27 17.3 psf -1.59 -68.1 psf ' 2 50 0.23 15.8 psf -1.31 -57.3 psf 2 100 0.2.0 14.6 psf -1.10 -49.2 psf 3 10 0.30 18.5 psf -2.80 -114.6 psf 3 20 0.27 17.3 psf -2.29 -94.9 psf 3 50 0.23 15.8 psf -1.61 -68.9 psf 3 100 0.20 14.6 psf-1.10 -49.2 psf 4 10 0.90 41.5 psf -0.99 -45.0 psf 4 20 0.85 39.7 psf -0.94 -43.2 psf 4 50 0.79 37.3 psf -0.88 -40.7 psf 4 100 0.74 35.4 psf -0.83 -38.9 psf 5 10 0.90 41.5 psf -1.26 -55.4 psf 5 20 0.85 39.7 psf -1.16 -51.7 psf 5 50 0.79 37.3 psf -1.04 -46.8 psf 5 100 0.74 35.4 psf -0.94 -43.2 psf I I I I I I I 2 I 12 I I �I ----- 2 ----- -- I I 2 Latitude: 288015 Longitude: -812848 ASCE 1-10 Windapeede (3-eec peak guet in mph"}, 5 4 5 5 4 5 Rlek Cat or I: i26 Reek Cat11: 135 1MOK 43 :'Iln MRI-" 10-Te4r: 19 END ZONE DISTANCE: MRI•" 25 -Year: 93 10% OF LEAST HORIZONTAL DIMEN51ON OR MR! 50-Ye4r: 103 409. OF EAVE HEIGHT, WHICHEVER 15 LESS MRI"" 100-Ye4r. 112 BUT NOT LESS THAN EITHER 451. OF THE ASCE 1-05 LEAST HORIZONTAL DIMENSION OR 4 FEET. Wlndepeed: 109 (3 -sec peak ZONE 2 . 4'-0" goat In mpFil ASCE 1-93 Wlndapeed: ZONE 3 , 4'-0" % (fastest mile in ZONE 5 - 4'_0" mph) STRUCTURAL SPECIFICATIONS: WARNING THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE FLEWS IS DEPENDANT UPON THE COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF- SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANANTLY AFFIXED TO THE STRUCTURE AS DIRECTED. THE DE61GNER A68UME6 NO RESPONSIBILITY FOR THE 6TIRUCTURE DURING CONSTRICTION, UNLESS THE C-ONSTF41CTION 16 5UKRV16ED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION CAST IN PLACE C®NCRETEi I. ALL REINFORCED CONCRETE SHALL BE NORMAL WEIGHT. THE MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE A$ FOLLOl A) SLAB ON GRADE " 3®00 PSI MIN B.) FOOTINGS, COLUMNS, TIE BEAMS =3000 PSI CJ PRECA8T 'V" BLOCK " 4000 PSI DJ FILLED CELLS " 3000 PSI 2. CONCRETE REINFORCING STEEL SHALL BE GRADE 60 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W IAA.WA WOOD FRAMING) 4 ALL STRIJCTURAL LUMBER AND EXTERIOR FRAMING SHALL BE n SOUTHERN YELLOW PINE OR BETTER UNLESS OTHERWI$E NOTED ON THE DRAWINGS. 2. ALL WOOD FRAMING SHALL CONFORM TO THE APPLICABLE REQUIREMENTS SET FORTH IN THE 2012 FLORIDA BUILDING CODE AND SHALL INCLUDE BUT NOT BE LIMITED TO CONNECTIONS, BRACING, BRIDGING 40 NAILING. FOUNDATION REINFORCING) I. THE REQUIRED MINIMUM LAP SPLICE FOR REBAR5 SHALL BE (40 BAR DIAMETERS). 2. EMBED FOOTING DOWEL LS 6" MINIMUM INTO FOOTINGS, EXTEND INTO TIE BEAMS AND BEND HOOKS OVER TOP BAR 25" MINIMUM. CARPENTRY) I. DIMENSIONED LUMBER SHALL BE DRESSED 848, AND SHALL BEAR THE GRADE $TAMP OF THE MANUFACTUR ER'8 A$SOCIATIOK 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WAR'. 3. ALL LUMBER SHALL BE SOUTHERN PINE NO.2 GRADE OR BETTER WITH 19% MAXIMUM MOISTURE CONTENT. 4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. PRESSURE TREATED LUMBER SHALL 13E IMPREGNATED WITH A CCA $ALT TREATMENT IN ACCORDANCE WITH RS. TT -W-511 AND BEAR THE AMERICAN WOOD PRESERVER$ INSTITUTE QUALITY MARK LP -2. 6. PLYWOOD SHEATHING SHALL CDX WITH EXTERIOR GLUE. ALL ROOF SHEATHNG TO BE INSTALLED WITH PLYCLIFS. 1. INSTALL BRIDGING IN ALL FLOOR OR ROOF JOISTS AT 8'-0" O.G. MAXIMUM. INSTALL BLOCKING IN ALL WALL STUDS • MID-HIEGHT. 8. ALL NAILING ANp BOLTING SHA1U. COMFLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION R°QUIREIMENTS. 1 ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONGTIE CO. 10, PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALL$. SILL PLATES 814ALL BE BOLTED TO FOUNDATION AT A MAXIMUM OF 4'-0" D.C. IL STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS. STUDS SHALL BE TRIPLED AT ALL CORNERS. 12. ALL OUTSIDE CORNERS SHALL BE BRACED WITH A DIAGONAL I X 4 LET INTO OUTSIDE EDGE OF 2 X 4 STUDS, UNLESS PLYWOOD SHEATHING IS 5HOWN ON DRAWINGS. 8" 6" FLORIDA BUILDING CODE FIFTH EDITION (2014) GC TO COORDINATE / M.P.H PROVIDE FULLY GROUTED I CGUW5 TOCORRESPOND TO O THRJI 3x3xl/4 STEEL ANGLE �JDEN6MG UNIT AT EACH END OF UNIT REFER TO MECH DWGS FURfED WET WALL 1 I DESIGN CRITERIA FLORIDA BUILDING CODE FIFTH EDITION (2014) ULTIMATE WIND LOAD M.P.H E 00 (139 EXPOSURE O PROTECTION OF OPENINGS ENCLOSED INTERNAL PRESSURE COEF. +0.18, - 0.18 RISK CATEGORY 11 SOIL DESIGN BEARING CAPACITY 2000 PSF COMPONENT5 4 CLADDING REFER TO INDIVIDUALS ITEMS ON FLOOR PLAN$ GUARDRAIL CONCENTRATED LOADS = 200 LBS AND 50 L58/FT I 4N2THRU FOR SPECIFICATION, TOP COURSE OF I517E 4 WIEGHT - - I EACH END STOREFRONT SILL TO - d RECEIVE ^5 BAR 4 CONT 3" MIN WASHER I( __ GROUTED OR 1/4" STEEL PLATE j- � I FILL END CELLS SOLID W/ GROUT < PROVIDE 5 BAR a SJRAP FASTENEDVERT. TYP BOTH ENDS FA�TENERB.3x3x1/4 STEEL ANGLE E 4 STRAP6 AT EACH END OF UNIT I DRILL INTO EXISTING CONCRETE BLOCK WALL 4" DEEP • 16" OG. FOR "5 W15AR, USE SIMPSON ET EPDXY OR EQUAL 3/4" x 4 1/4" HOLE (TYPd - EXISTING NEW p'_0 _ci e 4 4" FIN. FLR 'IV \-3x3xl/4 STEEL ANGLE oOFFICE AT EACH END OF UNIT 36" DRILL INTO EXISTING CONCRETE5LAB/FOOT1NS CONDENSER y g 6" DEEP USE SIMPSON ET p- O N N R EPDXY OR EQUAL V l 3/4" x 4 I/4" HOLE (TYP.) MOUNTING DETAIL CMU TIE-IN AT FILLS REVISION NOT TO SCALE SCALE: 3/4" . I'-0" - PERMIT # / 17- 37 0 0 0 r v 0 N E 00 N 0 "llos O ®® ® Yi 44 J. W •® J �° v D LL cm O p ah � A � O 4D 3 Ak ® 3 O ° p ■ *0 M W tt O U. Wt Z W W O®m'e !Q a LN 9 a W O 00 0 R3 • o 49A 6 •CDN Cd < J N Q O G O IU tjICHAEL ARRIGd ' )TIC. NO. AR0011335 .� +® LM A •01 ~4 t4LL 1LL 9 r U. R 4 • Cd < :. A tjICHAEL ARRIGd ' )TIC. NO. AR0011335 .� +® A ~4 t4LL 9 r U. Cd +4 A M 41 4D Q OV O q! d z o N r 00 C4 v/ `Oto0 O.N®LL. 71 tjICHAEL ARRIGd ' )TIC. NO. AR0011335